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Home My WebLink About3196 Kresterbrooke LnINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS DETAILS S5 DETAILS SIS DETAILS ST STAIR DETAILS ONO ABBREVIATIONS SS RETROFIT DETAILS D1 SECTIONS &DETAILS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Li Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room D2 SECTIONS & DETAILS A/C Air -Conditioner ADJ. Adjustable �t. Foot/ Feet Red. Radius Wp WATERPROOFING DETAILS A.F.F. Above Finished Floor t9• Footing FIX Fixed Ref. Req'd. Refrigerator Required PA1.0 PRODUCT APPROVAL NUMBERS A.H.U. Air Handler Unit ALT. Alternate Galy. Galvanized Rm. Room PA1.1 PRODUCT APPROVAL NUMBERS B.A. Base Cabinet G.C. General Contractor Rnd. Round PA1.2 PRODUCT APPROVAL NUMBERS BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector PA1.3 PRODUCTAPPROVALNUMBERS Bm. Beam Bot. Bottom Hdr. Header Hgt. Height S.F. Sh. Square Ft. Shelves B.P. Bypass door BRG. Bearing HB Hose Bibb SHT S.L. Sheet Side Lights 9 Cir. Circle Int. Interior Cig. Ceiling CJ Control Joint Col. KM/alt Kneewall K.S. Knee Space S.P.F. S. S.Y.P. Spruce Pine Fir Square Southern Yellow Pine Column Laun. Laundry Comm. Community Comp. Compressor Lay. Lavatory L.F. Linear Ft. TB Temp. Thik'n. Towel Bar Tempered Thicken C.T. Ceramic Tile ILL Lintel Length D. Dryer DB Door Bell LT. Laundry Tub Mas. Masonry T.O.B. T.O.M. Top of Block Top of Masonry g Dec. Decorative Ded. Dedicated Outlet Max Maximum T.O.P. Top of Plate a Dbl. Double M.C. Medicine Cabinet TR TOWEL RING „ Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER o Disp. Disposal Micro. Microwave Trans. Transom Window = Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher Mono Monolithic U.N.O. Unless Noted Otherwise � Ea. Each E.W. Each Way N.T.S. Not to Scale V. VB Shower Valves Vanity Base Elec. Electrical Opn'g. Opening g Vert. Vertical N Elev. Elevation Opt. Optional V.L. Versalam °O Ext. Exterior Pc. Piece VTR Vent through Roof T3 Exp. Expansion Ped. Pedestal w Washer m FBC Florida Building Code PH PHONE W/ With � Fin. Fir. Finished Floor P.L. Parallam WIC Water Closet " F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit. H1. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant She WP Water Proof 41 Fir Sys Floor System PSF Pounds per square foot g REVISIONS J 08-20-15 1.0 NEW BASE PLAN I 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 A1131 ELEV. REVISIONS 4.0 2017 FBC MEAN ROOF 15 FT. HIGH TYPICAL 01-04-18 UPDATES FOR SINGLE STORY HOMES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 2 03-29-18 5.1 UPDATED PER CITY COMMENTS E THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT y t� IF= I'1748I� 'IL IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SHALL C COPES o NAr10 F�a�; u' �F'LY N � Rom/L Notice to Builder & All Subcontractors It is the intent of Designer/Engineer lit in listed the titleblock of these E CITY " CODE O�� CES O�pHYRNILLs documents that these documents be accurate providing Licensed c4 Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to creview all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations $ RED O ZEPHYR undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the 00 C� N information found in these documents. Any questions regarding PLAN the information found in these plans should be directed to our M Office at (407) 880-2333 immediately. No backcharges will be 2575 considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. ., cr)� Z M Z z a z V )(D to (D � C, -I--+ LU o 0 w N = ~ o w ' . c m th C, U f Of ¢rn Ln 9¢o Al 1 N C�B D C \Q&77i . � D g5UM1 4 W N J` �a+hilt'►i,'� � 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. CD z N 0 (L) r\ 4.J CD z M MpLA ;z z Ln F-a .-. Ua� Q 00 E z W J d' z W� �a H e: U ZOW z zW LU IJ C ffff I U�IZ® ^, W LU R 'J z N Ln > p o = N W �Igg C-4 z ^� w,Ln.� W Q Z zui a «� O� m O= N Z U W rn 0- SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. CN S L. m LO X) N W 0 0 v TYP @ 2 STORY J S6 H.B.t (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 COND. COND. 1111111111111 Milli* J S6 v I I I I I I I I I 1 IG S3k UP 16R i i I M I I I I I I I I TYP @ 2 STORY q 3 4 5 718 _ _ 9 00 FLOOR G.T. f4 42" SLOPING o 10 = FAMILY ROOM HALF WALL „-- -- N 8'-8" FLAT CLG. = W/� SPF 12 - - - FLEX M O CARPET CO TOENAILS @ BASE U 8'-8" FLAT CLG. 8'-8' T CARPET qO f=ni G S3 9 M M to 0D 4'-0" '-0" iv (2) #51 x 5-SH OPH4 9 - - DE E '_' ------------ 9 2068 B.F. _____ _ HDR AT T-4" __ __ _ EIVTR iv 16'4$" I 3-4- T-8" T-6" 6-0"- „ FLAT CL(p. S6 FOYER O TYP @ 2 STORY OI pl 01 8'-8" FLAT CLG. 3068 j (2) #5'S O O O TILE (3) 2X4 #2 SPF W/ " u_ u_ ------- (3)16d TOENAILS @ 4'-0" -0" N BASE WH \Z(3) 2X4 #2 SPF W/ o N3)16d TOENAILS S3 T o @ BASE r----- -- --- I I I I (�7 2'-6" BUILDER TO PROVIDE I D I S3 fn O� APPLIANCE PROTECTION DINING ROOM WHEN REQUIRED PER FBC PATIO 8'-BCA 2 CAR GARAGE = CARPET I I I r 8'-8" FLAT CLG. I I I I I I 4'-0" 6-2" 6-6" 4'-8" 20'-8" I I I I I I EDGE OF SLAB 2" � � r�too O I O I g Vr I I I I n n L----------J I �� BEYOND WALL o I p I I I I I o I- I I I � I ! I - ------------� 3 x ,s 3 N Q O io 0 N I Q I CC I LL I I L — J S3 I I I I 0 I I AD_ I X I CD I I I I 3 --� j'� N I I I I I I '-& FL T C G. 1 1 9 2 68 jI I I 00 I I I I 668i B.F. - 2x6 WALL I I I I I REF. I 24 ----- --- OPT. PANTRY D L — ----------- ----- Q 16" DEEP iv 5-SH - iv (4 S6 TYP @ 2 STORY 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 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 311 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 20X26 18JX25i S.H. 13 20X38j 18JX371 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 j S.H. 16 20X72 18jX71} S.H. 32 27 1/4 X 26 26 X 25 S.H. 33 27 1/4 X 38 j 34 27 J X 50 1 N/A S.H. J 33 N/A 26 x 371 S.H. 34 N/A 26 x 50 S.H. 35 27 X 63 26 X 62 1/2 S.H. } 36 27 X 72 26 X 71 1/2 S.H. 22 37 X 26 36 X 25 1/2 S.H. 23 37 j X 38Ij 36 X 37 3/4 S.H. 24 37 j X 50 1 36 4 X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 4 X 72 36 j X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 381j 52 4 X 37 i S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 4 X 71 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. Is Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic ,crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE i OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES 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 "13111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2x6 CONDITIONED CEILING ALUE/TYPE R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) V0 $ z z cum aqu (n z0 V) UI cn 4--J w -U — OLU E M w E c m 125 '0 1 O N _ � _ ll.. L 0�0 OO J Q o3 �i Q o Al1 BID. N ,C,3 D C .�__e � S •`�\ ,r / C5 S . a (4 0 €U) z CD 10gU4 a f w Z W El 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 z O > t!) M C M a V) M Ln a to •L d- 0 a) Ln V a o a E" zrp W J�~ Mj z w� za Ea G � U W Z Z z L U_ a U = CN T w O u- tu- �0_ 6 OF o dh gI N o Q�awo Z ,--i J rl W L LLl CC � Z V V a k � Z Z Lu I_;g m O ONTO � _ r-i a to SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 1.0 _i_- i__4_ --1 _ _.. , ... e_ _ ___ _ _. __ _�_ ..11" L 9� L. _L AL ILL. LWIi_ l&�,il- 1 �1..�_ar,� ,a.. 1. _ _� L _ . ill. _ !L l_ 1 _ 4. _ i _ a_ l _ 1 _ 11i ii A.1ILIA m tR a ib E co 0 0 v rqw o S TYP @ 2 STORY I I ..II I I I I I II I1 45678A10 LLsr S6— TYP STORY @= ED W � _ SUITE 11J 13 14 'irrS" O — — LOFT 8'-0" FLAT CLG.�OWNER'S LO H3w eD2 OOT. ED H FLAT CLG. 158'-0" CARPET CARPET R.A.G. 16 16'-8" ci s T-71" CP �N 3,4 In �_ 2'-4" 6'-10" 5'4" 2'-6" — I U) r- No 2868 cis, a 0 =uj Wt ( to I uop 00 �3�to I LO vT ATTIC0 � I BEDROOM 2 ov n iLA TILE co CLG9reEs J��-o 8 4 a 8'-0" FLAT CLG. U) I N 4'-0" 10" ° I HU 6'-1 _ <t T-4." 2-42' M CARPET O( 13'-72" w H1 D2 5' M p FIBERGLA - - 2668 3 - N ------------- SURROUN 60"X36" SHOWER -i R -------- t , a0 o_ � � — — = W z 00 00 Lu Z ro `hCD _j N D2 Sim. w/ (5) STUDS 2668 2'-3" 4068 B.F. iv J N 4068 B.F.00 6,_t, c� N 2,�, 4.2 O I I ( ( S6 TYP @ 2 STORY H d u. 11 O 11'-8" cr 13'-0" o t 3 D2 , W.I.C. I� T I BEDROOM R F J. — 4 -- 3jkTa '-0"F — TC G. T — — — w BEDROOM 3 �` 8'-0" FLAT CLG. I w = in 4 T �' N I $'-0" FLAT CL I 8'-0" FLAT CLG. CARPET 1 CARPET v, 1 I I TYP @ 2 STORY I I I J ---J S6 cc�_) FIBERGLA------ SURROUND R&S EGRESS TYP @ CORNERS 1 U.N.O. D2 18'-8" .4e 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 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI (2) -1 3/4" X 71 /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 V-0" 2x4 SYP #2 16" O.C. SPF #2 V-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS -WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20X38j 184X37i S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 184X62i S.H. 16 20X72 18JX714 S.H. 432 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 N/A S.H. 433 N/A 26 x 37 1 S.H. 134 N/A 26 x 50 S.H. } 35 27 1 X 63 26 X 621/2 S.H. J 36 27 1 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 25112 S.H. 23 37 j X 381j 36 } X 37 3/4 S.H. 24 37 j X 50 1 36 4 X 50 S.H. 25 37 J X 63 36 } X 621 /2 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 734WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 381j 52 4 X 37 1 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 j 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. is Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" © +28.3 / -30.8 O +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 OG SN SHEET HC� SEE SN SHEET a140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND IIIIIIIIIIIIIIII �- ,:: 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 1113111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION I 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) V U CD Z Qo Z c-5 Z Z 0 V) C9 � cn `1--+ W Ora Q "U — W O U VNi E `Sd U m o w ® � cNn cn c W t O _ N c QK <C5 N,C,a,n,9 C or W 0 4<< z rn _ 4 N �'LL 1 W/+F Zgill E S•>>�� W N j�. �rillllllt J �� ❑❑ 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 Z N 0 v N Co t>'-I Lr) M O M Q 'gyp Ln a cn •� < U_ Ln a ,^ �Ua� Q ovo E z�M W J W� Zaa E5 uj �4�0 W z .may+ 8CI8 CJ i�®N Ili J Cr go Z IIY 0 Z N t `n LL O �_ Z �� U iN C\1 uj 0 ^ Lg Z J r-I W LJJ Z E o Z 8 �C a~Z M 00 Z Z �- 0 O (N� 7_11 �. Tw v SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 1.1 Q co E N 0 M KITCHEN 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 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 MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. 9'-0" MAX LANDING LENGTH KITCHEN THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. .. . _�Illwi __0 1 on OWNER'S BATH PRE-ENG FLOOR JOIST W/ (2) LAYERS OF 3/4" PLYWOOD CnD Qnl IM AIAII IAIr3 KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" STAIR CALCUTIONS: TOTAL RISE =10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING (2017) section R311.7 Riser height: The maximum riser height shall be 7Y4". 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 V16". 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 shall 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 V gyp. STAIR SECTION SCALE: 1 /2"=V-0" C9 .- z z� z a U) z0 V) 0 Q N 4--+ w f'� p 0 LU E �Lh � w o m c to r ■, O O N = L lL if�,D ¢ Q t � A 1�B`-° BID N. f N N Zcl) ...... 44< LU1Z r- O F E S o P N a°!fl111111 U U U H ❑ ❑ 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 Z fV O�� I%I (A M O M (0pLn G. cA •L � Ln Q LL a r. aC3a O Q El W Z J � Z aL �a g4UO W. Cn J Nqj W W �8 ' J Z Ln 0 -� Ili w U = N z �W ° jogs Z Z Qow0� W � Ln E . . W Q LL Z� a� O M Z g m 06 Z g = O ,-4 a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5 . SHEET NO. 2.0 1 12 5� 1" x 4" SMOOTH ICI TEXTURED U TRIM / BAND 2nd FIN. NMI- HDR HGT. oil 1�11 I I 12 �5 12 5� FRONT ELEVATION - B1 9' RIDGE VENT ---------------- T.O.P. ------------------ HDR HGT. 2ndF►N. FLR. ---------- T.O.M. HDRHG RIGHT ELEVATION - B1 F.FL. 14. 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. !90 0 z� ZC>U) z a z 0 t/) C9 in O = e Mo �VNi m^ ' ® F- 0 LL Q:f Il; n Q cm LO : �i,¢ Ci A 1 N C B D C pp W a My IF ZW � '•..... F E S\\\ rrf/IS1111 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 0 z N O a-J r� M O z M a� MLn a tn•�N 401 Ln L- U-�. n. , Q� rJ Q Co Q E� z WJ 0 z W �a Z Q OU Z W E J C W p® Icy- c W ,� L l zd U. N Q 0W O ZS . rr- ry 0uJ3 ^ Z J Ln LL2 rl Z 1ZI-- �$ m p N 0rn Z g U UJ 000 t2 SCALE : AS NOTED DATE : 3/30/2018 TECH: M]AM ES VERSION NO. 5ol SHEET NO. 3.1 d co 8 N I F3 00 LO N X v x J ON1 � a I li 00 T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M.------- )RHGT. F.FL. 12 5� 12 Z::::�5 ------- T.O.P. HDR HGT. 04 n I I o Z _� CJ CJ CJ ---------------------------------— — — — — — — — — — — — — — — — — — — --- 2ndFIN. -------------------------- CJ / WEEP 12 CJ / WEEP FLR. CT -------------------------------------------- �5-----------------------------------T.O.M. HDR HGT. ------------------------------- _ ROOF CENT -------- —------------------- R BE CENTERED ON DOOR TEXTURED bo °O CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. REAR ELEVATION - B1 SCALE: 1 /4"=V-0" 12 LEFT ELEVATION - 61 SCALE: 1 /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 wails. • 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. 0V z§ z� z a U) z V) (9 � W O � r� E U �� M w _ ■. ~ c �r� O oN 0D � ¢ 0 un v ¢ Ci B D " c \\eel ¢ 0 ir U) 5 o LL Z -�2 �mLLa C, 4 � °' LL •m ........ SFESS To the best of the Engineer'sInformation, 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 0 Z [V Oft\ > V) C) M Q U-) In a to •,_ z C LL CL .-. C� U fa 00 Q E Z W CD J 0 w� za Z Waco 0: O 2aW0 tjzj Q�w �a�J 8U� W 8® W Z Ln U vi 3 L l z �d U = NLLJ Q w i? I- 86 Z OLUM gy LL z Z (7) Z Z z m O^ N 000 Z g L T 9 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 3.2 3 v c x 0 N I Lf] t0 lC cV a: aci p s po O J 1 v x / 3 C a N v G E a� 0 2 `v c aci J y [Z 0 V I U N 'o n. d 00 N M \ w mod' VARIES 1'-10" 1" CAP CAP 2„ 1" 2" 'NOTE: ll N N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY ^ _ 1/2" RADIUS 31/2" RADIUS io N - CO SPECSCOMMUNITY FNOT, DETAIL TO BE OPENING VARIES 2" I2" N 3/4" RADIUS 4 V- a " 1' BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES 1" OPENING VARIES 1'-4" 0 N 2�" 12 VARIES VARIES - -104 1 1' 1" 1'-0" 1 1 1/2" RADIUS 4" �n 4,� I I 2 1/2" RADIUS in c71a io ^� N -� 00 czLa Ec;; n VARIES 12 3z" 11 1n �N 3"„ 2" BASE BASE 4„ 4„ 1,-8" 4 • N 1�" `NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN io REQUIRED BY COMMUNITY SPECS. IF NOT, 1" — OPENING VARIES 2" �_ �_ �N 1" 1'-4" 1" ; qv DETAIL TO BE 2" 2" - BUILT W/ STUCCO. 2a" EDGE • OPENING 6" T tJ 1-1/2" THICK 1-1/2" THICK 10" N Aw 21„ 4 10" _ iv io s z IN " 2 N 2" 4" 3 6" w Q w Q rN M I > > 1-1/2" THICK _ 3z" 24„ �N la 2'-4'st- 4" V-4" 3" N � 5j" CO � ? , a 1" i„ 12 O VARIES VARIES Q > � I • VARIES VARIES 4„ 8„ 1„ 3 2 1° �0 Nr ------ --- 00 6" 4" I— _ KEYSTONE F11 b OPTIONAL KEYSTONE F11 00 z OPTIONAL CD i R6 i� 2' 44" 3 , ' 4" GARAGE DR. OPENING 4" 3' 4 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL IBM LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 1" 4" 14" 12 2-1" 1 �" 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' S4" T-8" 7" - <V 1 " 4" T-0" 4" - 10„ 1-4- 101. o fV 00 io N 1 N 1° - - to N 1" O N 00 o It • M M r �StH 2 LN� (� GENERAL NOTES: - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) Mimi I 0 ACRYLIC SAND FINISH I LO QD Z Z Z Q a Z V) U' Q) cn w p O EE o 0 � U mr- W W ~ � cNn M C t6 M C N 0"� _ Q rn rn�o o N f� o t p yg�oYY o c+�Z � � _ o �o C tAC Z A/ l � LL z l.L N 110W—;ecc z A& W a� -9� JILz o,E W mM ¢ o, 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. O Z O a� ►> O M Q�MLn Q — � y , a z H .M oC U fly.. T--1 Q 00 u z § E Wz J � Z w� za f� F -0 z$o J Z z �W (D O8 � L.LJ S ® z T Q R LJ^ , 3 0 '�^ y / z W = N cc w ow � Xis W U 2 E N ZI-8a a Z ^� LuQ o J Ln rl LJ.1 Z zv ooa —' ~ 2 Z i Gm 00g '11O r-+ a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: M]AM ES VERSION NO. 5ol SHEET NO. F1 m 11 a I— E S (1: N t W) R W, ki ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER NEMA t 200 AMP n 200 amp 150 amp copper to fights & Outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground �94ROUNDING BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 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 W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 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 O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN tOr EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER WWI_ ELECTRIC PANEL —J&A DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT �101 �iAre DIN 66- a ieLs WP GFI .. O] WP GFI H.B. -FAMIL- `-ROGM .., ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRED 01 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE ' FOYER \ C.M InE I GFI AkGFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS \ PENDANT AS \PER SPECS / DIN INOOM I --FI I -------- J REF. --- — OPT.— e .H. X-I @ 44" A.F.F. or------------ I I I I 2 CAR GARAGE I I � I GFI @ 44" GFI FOR A.F.F. GAR. DOOR I GFI I � � I I � I I I I I VERIFY LOCATION IRRIGATION L-_---------- ELECTRICAL PANEL _GFI @ 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER WP MAIN FLOOR ELECTRICAL PLAN SCALE: Y4'=1'-0" U zo z Q room a z w .0 — 0 w CD LU — $ ® ►-- E = y C0 c pt0 .g N 0 S o LL7.00 GO Q ono Al I B Do It -- 00 N rn N d tAZ2 R �z Lt- W ,.€LL o inz LU a J=,�AZ5 m LLW m m a °do ❑❑ 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 Z N 0 � O Z 1 M O fa Ln 0- N OIn Q aL Z Cn OC CL O E ... W Z Wo O J %0 d' Z W Z08 a U z z J �w O U IF— Z W Ce N W J 41 � LU �_ � � p W U N O F Z bob Q`�`� ^ W Q Z rl Ln CY tQ �a�� J --1 I W Q Z W Z tj � 0 NZ cci N m O oo g = 9 rn .-I a to F SCALE : AS NOTED DATE: 3/30/2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. 4.0 T.. a: 0o ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 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 W DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G F I GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 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 tOr EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 0 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 awl ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN V J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 10 #10.2 copper to WH 10 #10.3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. FC... — SYSTEM I I L — I I I I I l I I I r--i I I ----_ L—J UPPER ELECTRICAL PLAN SCALE: Y4'=1'-0" z Q�X Z z QQ a U) z ^V W N +_j w Q �U — O c E i-- U m r �� M l..0 ~ c to to N O29 _ Quo Qr) Blue, a N z Z W U) r J W LL c- s z Co 2A`^i LL42 86 m mw M 0,, cli g JoW � OO Ov 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 ZC) > to M O O fu �L Q. U) In Z aa) U a M v rL E Z M W wo O J �O d' W Z a0: 0 OQ�U 2 z Q�8 Lu U uj Q) _ 18 > J U W J W L W = t O LL C) $ I- o w z tjoa, � � Q aujW Z ^ .. �a$E J L W f Z E� p �a 01 N Z Z b. W m 0 00 al� _ SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5al SHEET NO. 4.1 COND. ' a I yGo ��Q 4'-0' ROOF VENT RIDGE ' _ 'y, I �A �y a $ J I = N _ I 4'-0' ROOF VENT a RIDGE 9'-0' RIDGE VENT JQ�� 1E E L I NiLO a ( a ��Q N fn ' fn (V N_ a�i v I M L RIDGE I J I 12 L E A 3 tC- Q '-011 3,_011 N S 11-On E c L� 0 U N .o a ii ON M M ROOF PLAN 3 SCALE: Y4'=1'-0" ATTIC VENTILATION CALCULATIONS - B1 General Notes ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED ROOF CRITERIA: 1l150 Rule Ridge 1/300 Rule Off -Ridge • PLUMB CUT FASCIA ROOF (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. • PITCH PER ELEVATION Req.) (Ft.) Total **G.C. VERIFY ROOF PITCH** Ventilation ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper CONTRACTORS RESPONSIBILITY TO VERIFY SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ROOF SLOPE REQUIREMENTS WITH TRUSS ventilation vented be provided See Elev) MANUFACTURER. required soffit ventilation soffit by upper Ventilation Ventilation ( needed required needed ventilators **ELECTRICAL SPECIFICATION NOTES** Main 0.000000 0.000000 THE SPECIFICATIONS FOR THE TYPE OF FIXTURE Floor 0 0 0 0 0 0 0.0 TO BE USED. LIGHT FIXTURES SHOWN ARE FOR (Zone 1) 0.0 0.0 LOCATION PURPOSES. Upper 9 2.000000 Exterior Covering Floor 1533 1472 210 736 53 368 411.0 (Zone 2) 135.0 276.0 R703.7 Exterior plaster. "*NOTE** 926 and ASTM C 1063. GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. • 12" OVERHANG U.N.O. ELECTRICAL CONTRACTOR MUST VERIFY WITH Installation of these materials shall be in compliance with ASTM C 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 he 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 COND. 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. O R703.4 Flashing. N Approved corro sion -resistant flashing shall be applied N 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 shalt 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 1l150 of the area of the vented a space. The ventilating area may be reduce d to 1/300 provided that at least 40% N0Lu twt no more than 50% of the required ventilation is provided in the upper port ion of the space to be ventilated.Upper ven trl i lators shall be located no more than 3 feet :125 SLOPE 5:12 SLOPff (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or cornice vents. O -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'" � (Values to be verified with Manufacturer Specifications) 5:12 • RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA /LINEAR FT. • OFF -RIDGE VENTS - 138 SO. IN. OF NET FREE AREA /UNIT LOPE • SOFFIT VENTS - 7 SO. IN. OF NET FREE AREA U) LLJ / SO. FT. General Notes Z M z z Q a z O c e � U m 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 43'-0" w N TYP@2 J STORY S6 ■................ ..... ■ ■ ■ .............. .....!....■ ----------Z% S3 `r 6-4- 16'-3" "v HVAC CHASE — �� BASED ON I ; : 10'-0" J T ■ � LOCATION - : ■ INDICATES FILLED CELL w/ 3000 I M PSI CONC. GROUT FROM FT. TO 0? ` ` \ I BEAM W/ (1) #5 REBAR VERT N \ \ \ ABOVE SLAB TYP @ ALL PLACES I N \ \ \ �\ \ \ ( I 5'-4�i6" SHOWN HOOKED FTG. DOWELS 5" I • I 19� i I `r' EMBED W/ 25" EXT. ABOVE SLAB r t "GRADE 40 STEEL" TYP @ 2 STORY N CV 10 �� `\ \�� LJ CJ - tI��, CJ I 1i-1' t n n 2'-6" x 2 -6 x 1-0 G _� I S3 ~ W/ (3) #5'S E.W. o 7 I I STUB UP TO • • 1 I iv ' I I 2ND FLOG 1'-9" _0t ' 13' 1, FOR A/C — — M I 1 I I (2) #5'S ■ ; I TOP OF CONCJ PAVER TO BE 4" s 0'-0" L S3 4 BELOW FIN. FUR. f 2'-6" x 2'-6" x 1'-O" PROVIDE Y2" x 9" SL P Cn TYP @ 2 STORY S6 RECESS FOR FRT. DOOR r — — — — — — J ■ --------- — :■ -31/2' W/ (3) #5'S E.W. I— — — — — — -- / CJ IPA--H� c 0 _■. #5 REBAR �/ BUILDER TO PROVIDE CC V2w/ in ( 3-1/2" MIN 3000 PSI CONIC. VERTICALS (2) I APPLIANCE PROTECTION S3 FILLED CELL N N (2) #5'S N -3 1/2' �-, FOR NANDO I I WHEN REQUIRED PER FBC 2 STORY Tr PROVIDRECESSE o I FOR I COUNTY ONLYSLAB I (`o D in L SGD. REFER TO 3-1/2 MIN 2500 PSI CONIC S3 I MASON'S SLOPE SLAB OVER 6 MIL L VAPOR FOR WIDTH VISQBARRIER I I I I STEPS AS I CHASE REQUIRED PER TO LO FIEL�? COND TIONS RI ., I LOW WALLSKITCHEN IS�ND I ISLAND I �- I 3 1 /2" SLOPE -- ------ ILl 4 I I CJ ---174�� ioN 1 all 1 -i--CJ 11" �0'-6" ■:L I—JJ I 4" 1 � � -P I �� I q L-----------I J eL J11� S3 I I a Ilz 90,01,I I I CC 1 (2) #5 REBAR r VERTICALS w/ in FILLED CELL 12 STORY �-- ---- --- --J L---------------� I -_ I N IIIIIII, NJ H.B.+ J S6 TYP @ 2 STORY C. A•• CI All A' All 2 E 00 4'-4" 5'-0" FOUNDATION PLAN SCALE: Y4'=1'-0" CONTROL JOINT DETAIL SCALE:1 1/7=14" :t #5 CONT REINF. SEE .. ; . , '•_ FND. FOR QUANTITY �• #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"=V-0" C9 Z o Z Z Q J z U)Q) +—j w •U — O c E M W mks� � C0 c"10,� 01 U"o L 00 F:1 M1�10 Q RQ d Al B I MI. N C B D,C rl A 1.. 1 r T o cm uj LL�e d To the best of the Engineer's kno a ge, 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 ON Z 0 � r--.. z i>iU.)MO M Q "fp In a to •� d" V) Q CL) Ln U p- �'- 131! U 0 � Q � � W Z J � �} ��:QQZZJJ W — za C z u U pZZ = Z it ^J z 0 %Ue G z Lr1 ` 0 o "� Lifi a U = N 00 0 � 99 r- R 0 al 1g N aujW z z Ln u_ a� J di z dE8 0)Z CV m 00 .� 2 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO" 5ol SHEET NO. 6.0 CJ11 CJ 11 yV_ 7 � aI dof 00 --JI 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 -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./0810dxl-112 HT74 1 2715 5/8'ANCH.12010dxl-1/2 J HTT5 4350 3740 5/8"ANCH.12610dx1-112" HTT5 3225 5/8"ANCH.128)10dxl-112 K 1 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 518" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7 * 6645 5650 718" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 *" 10 /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 -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" 1 MTW20 1195 1 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 ^X^ HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 -10d I SPT24 1030 12 -10d 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS - ROOF = L 1360 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 (B) (B) (A) All I ± (+ 1 OR 2 PLY CARRIER 148-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �2P (A) INTERSECTIONS. SPLICING ER� TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-W 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 CANTILEVER d NAILS @ EA. TRUSS ----FLOOR TRUSS =S=S=K3=&=zS 2x4 CONT. RIBBON W/ 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END JSEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN 'STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 314" = 1'-0" MAIN FRAMING PLAN SCALE: Y4'=1'-0" I W ", Z c Z Z Q a V) UD w w O c � E 8 o v, U w &m c to 03 N ® Ltg � 05LO r✓ v Al I 1111111111111D. N C•B'D C o, . ��$ tj :P, y� _LL N � o_ W �•LL•1 ' u: bo -- . C14.6, d o N �W To the best of the Engineer fdration, and belief, the structural plans and spec katm ions 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 Z N 0 IS t.0 l4 M O M Ln 0. cn•L� CL ` n (� d 00 � � Q f0 Z CD W J CD Z w zaa =80 Z IL UW 0�pf8 v rr Z > J Q o R 0 O LW 2 J LL UL LW o' u. I"-Ro F o N 0 O� Q LL,3 z J .Ln•-I Q W Z Z� $ M m ON o z gUj SCALE : AS NOTED DATE : 3/30/2018 TECH: M]AMES VERSION NO. 5mi SHEET NO. 7.0 6645 J ` w C_ S6 TYP @ 2 STORY C_ w y CA CJ1 EJ7• 1 CJ3 CJ3 X CJ5 CJ5 X (2) ' (2) ' A7G 7 S6 TYP @ 2 STORY A5 A4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A3: A2. D �� 7!7 L j ' v ' m .. 71 o A2 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS all 1. (2) 12d TOENAILS EACH SIDE OF FLOOR 00 A4 • • : TRUSS TO WALL OR BEAM BELOW TYP @ INT. m BEARING U.N.O. A5 LO X N J (4) S6 A61 TYP @ 2 STORY o X A7G1 c (4) 0 J CJ5 1 0 N S5 SIM. W/ BLOCKING 0 i CJ3 - m N � CA M1 r7 1-7 0 L L L w cn P. J � G S6 TYP. @ 2 STORY X i (4) a E E 0 c L� 0 0 c CS U N .o a N O ROOF FRAMING PLAN W SCALE: /4'=V-0" UPLIFT CONNECTION CROSS—REFERENCEtoo 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 1!2" HTA16 1615 1585 10 -10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 14 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 4 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"8i 8-10d H HTT4 3610 3105 518" ANCH.118 tOdx1-112 HTT4 2715 518" ANCH.120 10dx1-1l2 J HTT5 4350 3740 5/8" ANCH.1 26 10dx1-1/2" HTT5 3225 518" ANCH. I(28) 10dxt-112 K H B * 1 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8"DIA. BOLTS L 518" ANCH. 314"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS_(D M H 76 * 5650 718" ANCH. 314"STUD BOLT TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115l1060** — 8 -10d P 1550/3335'* 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1l2" C! 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"LL S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1l2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W! SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3"WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12 -10d SPT24 1030 12 -10d 645 555 12- 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 REGI'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 8 TILE AREA'S 8 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0 Z (h Z Z a �V� U 'w O c E � m U � rNi ch O O N ¢ rn �Qo N•C 02 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 17'1 and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY UIV INTO lu2n - ME ra 8F441 B/1 T 8F401 B/1 T 8RF40 OB/1T 8F321 B/1T �µ FORM dt GROUT SOUD • QQ O :i• � LU � J O j{5 BAR CONT. 8F12-1 B/1 T 0 "V" LINTEL DETAIL SCALE = N.T.S. ME 0 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 81=16— BM T o tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTP precasilintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR IN. CI' (1) REQD �E R ALTERNATE POWERS STEEL LINTEL ° ° e ° ,M,U. #5 REBAR AT TOP ° A o GROUT MIN. (1) REO'D ° d 1-1/2" CLEAR D " a ° e T n REBAR AT = - w w i- w O BOTTOM OF c%i - d o '-*-BOTTOM LINTEL CAVITY W O X � 1\ Q Q O it U O Z = REINFORCING PROVIDED IN LINTEL o < 0 ^ Z- ca M. D ¢ =g O 3 i REBAR AT BOTTOIu C po rn I <1° �, Q° AS INDICATED 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) uS 6 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) :2 1 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD c� ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y" TITENS OR i (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) rE STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y" EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plaNdetalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 0-1 �� WALL SPLICE DETAIL co SCALE: 1" = 1'-0" 5'-10" LL O 5'-8" LL O •r .v r:} rf. ti 5'-8" LL O 17'-4" LL MIN. E 5'-8" LL O LINTEL PLAN SCALE: Y4'=1'-0" (D!9 Z o Z Q a 01) Z V)' (D ( (D � w ra_ p �V — 0 c E = C) o F— w th Lu 00 O _ C) _ 00 Ltij' - 00 �� Q0, Qo A 1 14 fw pQQp Qy$8xp.. � � •�_ Roll J) — W WVL in LO Z UM A. inIN '/;Ftftif f❑ 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 Edltlon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. cD N Z 0 � N �CD >O M QII Ln 0 a V)•�I- U a Z Q 00 ZoC Z fp WJ C:) W za 5 a Z 0 DWIZ W O_ / J U = N aL H W o . : z � �s C-4 � I.L W G ZVI Z ` .--I LL2 6 W Ln UJI X Q W Q Z as M 0� O� o Z � _ 11Z 9 O T-4 a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO' 5ol SHEET NO. 8.0 m r- LO tV > aci v x Do 0 J CD Q 00 a� E x 00 N 0 N M 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 P N LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL O ( ) A BEEN CREATED T REPLACE CA-C. MANY OF THE NEW CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE E C 0 C PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Ni 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 ad. (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 ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 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. 2.3.2. 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 ad, (017), 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 / A6151M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 0", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 11 Y2. GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AC1318-11 (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-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- 18 ENCLOSED INTERNAL PRESSURE COEFFICIENT= 0.BLD) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3112"MIN. THICKNESS W1 REINFORCEMENTMID-DEPTH OF SLAB. F BERIN. M MESH PER DESIGN MIIXFMAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENTSRACTICES SHALL BE IN ACCORDANCE W/ ALL 01 STANDARDS. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29 PSF / -39.6 PSF (END) U.N.O. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL .7 STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE' 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER 4.4.1.1. INTERIOR LOAD BARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 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. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE GREATER SECTION PROPERTIN IES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER D. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF T A IN IT THE 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TP► 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%' SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / Fy ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL I ACCOIES RALL DANCE WITH ASTM A52 -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.167. CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 000 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 ad. (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. FBGR 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. Imgation/sprinkler systems includingg all risers and spray heads shall not be installed wl hin V-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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. 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. mBst beR 18.1.5 train r ee overprtand mortar along the foundation perimeter 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 R318r1.6 - An exterior verti I chemical barrier must be install• after construction is complete, includingcfandscaping 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 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. m z z� Z Q a t./))' 0 ^^ � w O E U -8 kV �M M 1213 N 000 C rn Z0 Q o A, B D. N` a DO t h-. •)L LU a 0 ZL E ,&;3 xSIt.. N ;-• y \\ To the best of the Engin'eer's knowledge, inforg[qr nd belief, the structural plans and'lli�4tfj jgrj0 rained within these drawings comply with t`he 2ib1Y7 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 Z N O +' C)ram- (n V) tp II CL v, •� �" a) O Ln L (,L a , IY V o- 00 Q E W Z z LU O J O 2 W �a 0 0 � U z� w O 8 _ U) W g r ' J � z °C z � A 1 ` Q o = N U W fX� Q IRS C �qa3 z ^ F Ouw O! $� J rl Ln O� Z Z$ m O N 00 Z :5 LLI = z" Uj ,- 4 a to SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5al SHEET NO. SN it 00 N I i F3 m � CORNER OF HOME GARAGE SIDE x J �o �Ia o � ML J 10'-0" TANK -LESS W/H H C G 00 O 5'-0" C STUB -OUT FOR O 1'-O" o o 9 GAS METER � U fV = • 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. V-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-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 cy, -t! J 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (uft)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 MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + ++++++++++++++++++++++++ + + /44- ++ + ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/el wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.811.7 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 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r / 1/8" gap / r / / ,It / FILL CELL STD. 900 HOOK BOND BEAM kn w a STD. 90° CONT. #5 CONT. #5 I HOOK BAR BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE SIMPSC w/ (22) NAILS 1 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min Small ?" min. ) gap max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 1 Rnnit, 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 code for appropriate details in One 10d box —or--20 areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ica T' 11 Nil nails at A" n r v'/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. iw MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D Id (see table below) DO NOT cut, notch 314 or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 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.— • � � , � L"ice 611 A 1 2" ROUND HOLE MAY 6n7^=OUND NOT CUT HOLES BE CUT ANYWHERE INRGER THANTHE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 V-0" 1'-1" V-2" 1'-2" 1'-3" 1'-.3" V-7" V-11" 2'-4" 2'--9" 3'-2" T-7" Any 16" joist 12 V-0" V-1" 1'-2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" T-7" 4'-2" 4' 9" 5'-4" Span (ft) 16 V-0" V-1" 1'-2" 1'-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" &A1" 7'-11" W-11" 24 V-W 1'-1 " 1'-2" V-3 2'-5" 3'-7" 4'-9" W-10" 7'-2" 8'- 4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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. JC Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/1" 2-8d 3-8d 14" 2-8d BCI 6000s® BCI6500SO 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60SO 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE I.0 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 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) :VE Nail with 10-10d nails. Install tight to top flange.SLETHRU STEM " .. /1 C\ SEE PLAN FOR •. Q . • .; . FOUNDATION INFO ` ' 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. RIM %'�■ /%, 0 "Top Mount" "Face Mount" Backer block shall be fight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN rvL, k nmar_ 4 rv%, 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 JOA(WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 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 ° SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE//_ PENETRATION PLUMBING LINE q d •. L ° 4/ �--1 t0 Z I • ° • � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE G ° ' .d d A °' d d° C 4AA ' . . . . . . d .v a SEE FND. PLN. SIZE & REINF. �V zo z z ¢ a t� z0 l/) 0 4-J� LN ra t) 0 LU _ e o �Chru mom o _ ¢ LO ¢ Ci Al BID. I N.C.B.D.0 'IV OF in F_ . tiu ... a2 U1 .g r z To the best of the Engimh4WA know edge, Infor , and belief, the structural plang ah$'ytpgq�f Sao ained within these drawings comply wlth`ttr� 2 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O CD Z CV 0 0) N tCD >-IaO z M QV-gypIn 11 kn •� d- 0 Q a)� LL Q E %0 Z 3 WJ C) W — �a a a a v �Mz U W oG$J I— iR J z Ln CC U _ N UJUJ f 0 J �y+ Ig8 N. LLW 60 A �� Z uJ UE LU r�-i t1J U. LLI Z� Z a mz O1 z O^ 00 g LU f 00 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. SN 1 I(1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E x (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° ° (2) LAYERS TYPE I OR TYPE II d (#15 OR #30) UNDERLAYMENT o FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. � o REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH P') VARIES zTy TRUSS (SEE UPLIFT SCHED.) W/ g- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE 5/8"OR 1/2" HIGH STRENGTH '-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END a „ „ GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X„ @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 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/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4 O.C. @ BOUNDARIES, 6 O.C. @ INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 700/16" PLATE WASHER (TYP.) ot ELEV. 0'-0" (ALT: 1/2"xl2"TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 ° < 2„ e A.F.F. @ 24" O.C.) WWF OR FIBERMESH ° e ° 0 �31/2" MIN. �31/2" MIN. a ° ° e ° e ° ° ° ° X ° ELEV. -0'-31/2" z ° ° d e ° d ° Q pp A.F.F. O ° ° , ° 2x4 CONT. ►� 1 /2"(min.)- 4" a At <00 d e _ < ° 4 ° e ° N O0 -rs rrr ° •' r GARAGE DEPTH VARIES""q -4e ° . ° (2) #5 CONT- I " 4" 1'" 8" MI N. GARAGE SLAB AT STEP B TYPICAL BEARING WALL '--STEP@ SHEARWALL I C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 S\�oS��VP TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW ,'2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL,HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° 1/2"(min.)- 4" (2) #5 CONT. 1-l'4„w"r'41 8 IU.N.O. MIN.- TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs• GYP. TYPE "X" @ GARAGE \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. M�N��Jo S \ SCREWS @ 7" O.C. SHEET LOAD BEARING OR `� c 1 ROW 2x BLOCKING @MID HGT. ( ) CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ x STUDS @ 16" 0/C THIRD POINTS � FOR WALL HGT. < 8'-6ll. (2) NOTE: 7FOR INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. lax P.T. STUD ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL /8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION „ 1/2 GYP. WB (MIN.) @GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR AYERS W/TOTAL THICKNESS 7/8" OVER TAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. "J" " [3MF11 CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL 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 3/16" D LAYER 1/8" THICK. K.O. BLOCK 10 ( )10d NAILS STD. 90-HOOK (SEE DETAIL) „ „ TYPES MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR ) () '`SIMPSON SP1 6 1/4"x31/4" TAPCONS PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 2x P.T. PLATE SPACE ANCHOR c x BOLTS fill MAX FROM 6 6 W1 4 W1 4 E SPACED EVENLY FIBERMESH Q x x �' x w/ (10)10d NAILS - WEEP SCREED INSTALLED BAR w END OF 2 x PLATE WWF OR FIBERMESH "' 2x P.T. PLATE ARCHITECTURAL TYP. a PER MANUF. w t. ° oo FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR U . > 1x2 PT WD FURRING @ 24" O.C._/ s ' ° ° • :° x Do - GRADE 40 MIN. Fy= 40ksi a. — ° q GRADE N z_ #3 & #4 LAP SPLICE 7M t> FINISH GRADE °D [GRADE 60 MIN. Fy= 60ksi] p . °. (1) #5 VERT. IN FILL MONO OR STEMWALL z M ° 25" MIN. LAP [30" MIN. LAP] ° - 1/2" GYPSUM WALLBOARD ° 10 CELLS (SEE FOOTING MONO SHOWN o 1Uj ) ° ° U.N.O. FOUNDATION PLAN FOR CLARITY D _ _ _ °O 6 MIL VAPOR BARRIER e. ° °-T° „ FOR LOCATIONS) o °o I=III=III=1I = 1=1I1=� x z #5 REINFORCING BAR R' 7/8 S 1x4 P.T. BASE NAILERF° I I I -I I 1=1 I I=1 I 1-I I 1=I I I= ? ° r #5 LAP SPLICE (2) #5 CONT. - 4 4"x4" INSPECTION D 0 � 31/4" BASEBOARD PORT AT EACH NOTE: g ° ° it I I I I I I I II I I I I I I I I I I I I I I Z2 COMP. SOIL. (COMPACTED TO °° 1 �n FILLED CELL TYPICAL FOR BEARING WALL I=III=III=) I =III=1 I I r 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=1 I 1=III=1 I=III=1 I I=1 I I=1 I=III=III=1 I I=1 I=111=III=III=1_ D1557) , N MIN PSI MAY VARY PER 4" 1'-4" TO CUT BLOCK OR POURL, „I °o MUNICIPALITY. CURB DUE TO SLOPE - --"'-' i-i-"'-"'- i 5 CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING m W1AAvv I.,+ WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE QS3 Ln N - SLAB INFORMATION. 00 1 6x6W1.4xW1.4 WWF OR FIBERMESH Oo 31/2" , 6 MIL VAPOR ° ° ___, z min. 4" A. BARRIER 1 a a GRADE • • — T - a COMP. SOIL. ° °O _ ! (COMPACTED TO 95°k _ (1) #5 REBAR w/ OPT. MODIFIED PROCTOR I E ENCLOSURE ASTM D1557) �S R. - - (2) #5 REBAR CONT./4 ON 3" CHAIRS TYP. 4" 11-41f STD. 90 NOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL � SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 Q, a N OPT: DEPRESS SLAB 5 Y" 9 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND o x PAVERS / DRIVEWAY EXPANSION JOINT .-. CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS N PAVERS f1 1T C 1 ".. " -' .i ' 00 4" -' SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 ao FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE c 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STC RY) r 1' 8" (2 STOR) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" P.T. 2x ).,E!�1/2" GYP. BD. „ HOLD GYP. BD. lo 1/2" FROM SLAB 0'-011 J CONT. BEAD SEALANT INTERIOR °° ° + -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE " (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB x �. C < r th 6MILVAPOR BARRIER - - I I' i' 1 ' =1I-III=1 11=1 11 ' 4„ 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 ON 3" CHAIRS 36" MIN. LAP [36"MIN. LAP] 10" (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VA SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 5 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH Q.5 10d NAILS TO TRUSS TOP CHORD FOR TRUSS � AT 24" O.C. MAX. CONNECTION INFO ` ° "� SEE PLAN FOR & LAYOUT DESIGN 4. TOP OF BEAM '. SEE ROOF PLAN op d c �'. ° v A FOR STRUCTURAL E _ BEAM SIZE & iv ' a 41 CONNECTION INFO � I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 " MIN 7/16 O.S.B. SHEATHING 8 zz ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 LU j SEE TYP. WALL SECTION FOR ADDITIONAL > U SLAB INFORMATION. PLAN FOR SEE ORAL oR w STRUCTTUCOLUMN SIZE SLAB STEP & RECESS S.G.D. M � &BASE CONNECTION INFO. SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS x TO FOUNDATION PAD r v INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS 5 z � - RA a ° E Cl) FILLED SOLID (SEE PLAN FOR _ __ __ _ < a 111=11 �_) 1=1 6 x 6 W1.4 x W1.4 c., WWF OR FIBERMESH r, SIZE AND REINFORCEMENT) c7 L Z H w =p e ° • I I=1 1=I I-1 w " i■ BRICK •MMUNITY SPECS 1 FOOTING WIDTH SEE SCHEDULE TAPERED. -... C9 z z� a Ln 0 4--J w (D f� p 0 LU E F- U m r` &C" W ■� ~ C N C �n� O oc U f0 iz, Q rn �i d Al I BID. ""C oVI f'�✓ �`� � C Z "' d - CO, E 4 _) <y LL 10, °rf . I r M K To the best of the En 's kn a mat�'qq, d belief, the structural pla �;IPytld cification{ �p'a!i#d within these drawings comply'It 011d8 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 Z N O(n I>itnMO M Q W L1 j cn •�, d' iti" z Ia- L_"� fl. ^ U CL 00 � ZcC Z W -1 0 d- Z W� za (n a �WO J f- z W Z G Z LU 0 SW J 10 812�� N = Q g� Z DC Chd 14 O L 0 �� W V = (V Q z L Lu 81. PRE o . .._ O ba� � N U— Z � Q � o Z J .--I Ln rl P LU L 8ZV �L a Lu N Z Z �Z.~ w 0 itn 06 g = SCALE : AS NOTED DATE : 3/30/2018 TECH: M)AMES VERSION NO' 5ol SHEET NO. S3 :JTMP) SEE ELEV. SIMPSON SP2 w/ (12)1Od NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW (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 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D Zx BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1Od NAILS 1/2" EXTERIOR GRADE SHEATHING nI- U 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 ELL NAILS AT EACH STUD N 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT C" 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. N AND FILLED SOLID W/GROUT 5 1 #5 VERT. IN CONC. FILLED CELL W! :j m STD. 90A HOOK IN K.O. BLOCK N KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. iu "x I ~- I co MOUNTING BASE NOT SHOWN y FOR CLARITY SEE DETAIL c K/S4 02 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE J GARAGE FLOOR SLAB TROWEL FINISH SEE sn GENERAL NOTES o SLOPE FORWARD FOR DRAINAGE m_ oZ SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. W 1/2" MINIMUM CEMENT FINISH STANDARD 3"DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.)--� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT . • • IBM'— ._ ' 1'I MEN �IIlI IIII� - - - Milli-IIIIT� NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (DSEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-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 MATERIAL SCRAP BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE J " T �J o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. d d E c c ^ a n c POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL GL EXTERIOR J WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SL� 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) RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO FBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END a ° d WALL ° ° DOOR STOP w c� a d MOLDING a d 2x TOP PLATE T GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. 2x P T PLATE PROVIDE P.A.F. NAILS OR EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /—CRICKET AS REQUIRED 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)1Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E 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 4,9. SPLICE HICE STAGGERED Od @ 8" O/C STAGGERED FROM BOT. ATTACH ALL J SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS W/ REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE (4 16d TOENAILS TO 7bP PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C 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 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 N, SCALE: N.T.S. S4• 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o C • HTT4 w/ (18)1 Od NAILS (3610# SPF) "o • HTT5 w/ (26)10d NAILS (4670# SPF) " o 9 DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835#SPF) "o a • 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) _ • HDU5-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) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 4 r If I /8"xl0" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING 2XPT SEE SECTION AA/S1 FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND BB/S1 FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w! (6) (2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EAri STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS 1Od NAILS @ 8" BOX HEADER • EXTERIOR HEADERS: ONLY O/C TYP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)1Old x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 FN��G ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_ SCALE: N.T.S. S4 ADDITIONAL DETAILS SP4 /-RECESS / LINTEL TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d dO d c SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 / SP4 SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE r' 2X BLOCKING o I I d 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 1 d A " 2X8 P.T. BOTTOM PLATE UU 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 0 N ILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 1 PLYWOOD 0/C BOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0 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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. Lo z_o z� z� Q J a Z W Q� 0 rz_ o �V — 0 C!'_ t.h e � U oh m a�-, M W W� C 1M fLLC � Q Rig a; A 1 N C•B D C •E ^N MU) �•' O LY LU WL �'a•• a• 0`'2 - To the best of the Engineers' h ylef,a��p!�.j�(6 on, and belief, the structural plans and s cfc& ati6hs 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 CD Z fV I� O�CD to M cO M Q 'M Lr) a. cn •L � U_ Q C Ln CL ^ cj� a� Q C Co Z � W J d- W — za d 4 o $Wz 99 z z V W f J �1f1--8 V 1E Z -� 8 I 0C Z , ^3 1� N u = N u) Q LU ouj � . 0 0 J � 0 0aU4�3 13� Q Z N W� J Ln LV� rl Wa Z91 ~g co O1 N 0o Z ZUJI g � 0 .� 0- = cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. S4 I�IA�IIRA'11�I�A�� E'IR!!IlR fllll�}�I� �In�lrfr�im'r1 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SC HEDULE TOP CHORD SHEATHING DETAIL 24" O.C. @ FOR SHEATHING DETAIL BLOCKING FOR4.0 FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ 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 WI (3) 10d AT LEAST 90°� OF WEB @ 8'-0" O/C EXTEND AT LEAST 90% OF • MAX. & (2)10d 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 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED 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 1 OdX3" @ 3" O/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 7 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 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM @ 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 1l2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 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"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 wl (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S j TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS SP8 FOR 2x8 WALL) L SEE STRUCTURAL NOTES — NAILING SCHEDULE FOR SHEATHIN DETAIL I'llAND 2x4 OUTLOOKER @ 24" 4" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED AR" 2x BLOCKING W/ (2) 16d TOENAILS 2 4'7 ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS -2x4 OUTLOOKER @ 24" O/C 77TOP CORD BLOCKING FOR - FIRST FOUR ROWS OF TRUSSES @ MAX. I EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" - 10dx3" @ 4" 0/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 wi 12 1 SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 10d x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J N SEE STRUCTURAL OUTLOOKER 24 @ " 0/C ON SHEET S5 FOR � TES D O PCORD X-BRACING, AND TOP SCHEDULE ORNAILING BLOCKING FOR CHORD BLOCKING tO `° 00 SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 1 2" 1 1 2" " 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 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OS SHEATHING ATTACHED (2)16d NAILS AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW N �� (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1 W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD - 2x4 BLOCKING @ 24" O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL NOTES' (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & BOTTOM ATTACHED JACK TRUSS SEE PLAN FOR TOENAILS @ EA. END 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'7" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. LOAD BEAR114G LOCATION �DCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. g L 45° N 5 MINIMUM 2x m CROSS BRACING LO (SEE PLAN FOR N LOCATIONS) (2)16d PER JOINT :61,CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 00 N CROSS BRACING DETAIL ri i 9! SCALE: N.T.S. CR 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 1 Odx3" O/C @-/ 2Nx\ TOENAIL 6" O/C RUNN W/ (2)16d TYPICAL NAILS r".. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS o � "L" BRACE W/ 1 Od @ 4" O.C. o�0 12 (SEE SCHEDULE FOR SIZE c AND LOCATION) i 6.9 MAX. EI�II I II I '-ll�ll I 111� CONT. BEARING GABLE END BRACING DETAIL E2 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 SCALE: N.T.S. S5 S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" _OVERLAP `-MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 'V BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 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/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 1110 IlIIII��II ARCHITECTURAL FINISH NOTE: EXT. WALL CONN.NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - X-O" 3'-0" - V-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/? SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS "STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK I V-0" MAX. 0 °C C7 a 90� CORNER JACK Y w z 0 0 HIP FRAMING REFERENCE PLAN E S5 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 LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" 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)1Od 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 "' 0 z13M z z a U) z C9 � Lu X _ in O :Z3 10 .� ru U m 9' w C M co O - N _ 5 CD fir Q it � o Al1----> B D. N C•6 D•C ti p lv.—Q 4 p •S `z', Via• � � �_ ,�.�; LL ,�. � /r win To the best of the Engineer's knowledge, Infofr�f , and belief, the structural plans and spedfld@ oKisj3orit fined 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 (1*1 0�N >LnMO M Q 'gyp Ln a cn •L tr Q LL Ln z M-I oCM0-00 Q E z W J � lqr Z W �a O Cb_z 2�WU (`+�a� Z O 'ZqW �2'. u. § �o z iR Ln ;� Ln o U T y / Z W �� • J N < �0 U—N Ln J W LLl� 2 z z m N 06 Z Z g LU Q SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. S5 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR 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 ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL -' NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO it ow 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE o s 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER . 2x BOTPLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD N 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od U. w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER l� 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 B R N SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ 0o FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. r SYSTEM ---METAL SEAT EFLOOR R PLAN O1. OR FELT PAPER FOR JR MOISTURE BARRIER :jc 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" . . M GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C S CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT N INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED °O CHART ON FLOOR PLAN SOLID W/GROUT i NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL o = ARCHITECTURAL FINISH 0 3 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) c Cl) v 4"x4" INSPECTION PORT AT N a EACH FILL CELL TYPICAL E 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE a C ..4. • % • .INISH GRADE o0 F194 �' OO • • :.1 - c 6x6 W1.4XW1.4 b a• z r WWF OR FIBERMESH a STD. 90"HOOK a� (3) # 5 REBAR ON 3" CHAIR 4 _ ' (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION N ,1 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUDF... 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL—i • IN *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 0 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T' CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"A!' PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-O" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING — FLOOR TRUSS SEE FRAMING PLAN •: • e 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)10dx3" @ EA. END INTO 2"x4" BLOCKING LA 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" ��S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @1—"" 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR 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. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1 /2"=V-0" S 6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR 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. 5 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)1Od 2"DIA.X 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 ... . — 4•• . CC r •• �• �• • l 11 81' � 1'$" r 8" CHA MIN. RANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32' OSB EXPOSURE SHEATHING PROVIDE BLOCKING / REQUIRED I SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND I 15W OSB EXPOSUREI IZ F SHEATHING SOLID 2x /n c BLOCKING @ ALL C SHEATHING y EDGES(SEE OPENING SECTION X-X U IL C x R w a. x E w 2x STUDS BEYOND. In SEE PLAN O 8 I I I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I 1-1 MIATV1\I r%IAP%PIA1A 4 FT. 4 FT. ® 2 2 5 FT. 4 FT. O O O 5 FT 4 FT. O2 4 FT. 4 FT. O O 4 FT. 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) 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 r j 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/B" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING u. H SHANK NAILS) NOTE: In ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD o w (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 w U.: H cc 8 m SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH U. 2 L PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO ¢ Z w g STUD AND OR BLOCKING AT ALL EDGES. ww&0 LL N u- A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" "S" = NAIL 3/8" SPACING 1/2" . 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 @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL (D SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". I 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. C WALL SHEATHING INSTALL. �S6& NAILING SCHED. SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL /— 2-ROWS 12d NAILS / STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 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 W 1.4xW 1.4 f `t WWF OR FIBERMESH E 4 .: M -III—III—III I I �4.. • .• .: • _ �. -IIIEEI IEE I I II11I-71 IIIIIIII :'" (3) # 5 REBAR ON 3" CHAIRI I 4. I III. 1 -8' W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS 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 9'-16' (3)(3)_(2) (3) (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)1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE I_ op ; L--T7 r @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 in 0 Z Z Z Q a Z ^V) 0 W cn UJ M i) �U 120 0 E �o � U LU m n _ ® F— 6 12 7,0 O O N "W C) fO ^ n C Q rn 0 LO v Q. d D. " c� 61*\ 1 ��`'• It— •• Z U)w,��: r �. �� { W f Z` Q0. err\ � - a W6 C 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 Z N oil. I> —I V) M C:)M z Q M Ln G. cn •L � 0 a LL.-. � U ra .-i a �� W Z J � W � �a H 1=480, (D Lu g�w 0�u�g v�rz® g� o Ln LJ z o = N 0 Z LU o u- . � QrQ 0 j 9U N6 a A uj ZQhJ In LLJ LIJ CC L zU U a M Z Z m O 00 � _ LU LU a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5 ■ SHEET NO. S6 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTCH—, INTO STRINGER H D N-2x8 BLOCKING FOR STRAP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = V-0" E: 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. C Q 3/4" RISER CUT TO FIT i MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND El BOTTOM, GLUED AND NAILED TO STRINGER v a ca 2x12 TREAD �= GLUED AND NAILED i 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT POINTS N c C 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14)10d x 1 1/2" NAILS) x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: ? = 1'-0" FLOOR JOIST SYP 2x8 SYP STRINGER MUST MAKE F CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN D WALL GLUED TO 2x8 F 2x8 SYP 2x SYP CUT TO FIT BEARS IN WALL --2xl2 SYP BEARS IN WALL �-2x6 SYP B-� 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" AND? GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER x 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) SECTION VIEW "A STRINGER MUST MAKE FULL CONTACT WITH LANDING ll SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6+e -2(4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C IDE MOISTURE ECTION Zt NTS J" X 2" O.C. ATTACH ALL COMPONENTS \LA 1x4 GLUEDAND OFSTAIR TO CONC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / SECTION VIEW "C" SCALE: 1" = 1'-0" / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS E2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVEL I I I AT STRINGER CONTACT POINTS \ DOES NOT BEAR IN WALL SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING BULLNOSE T-2xUT TO FIT N WALL x12 SYP BEARS IN WALL DETAIL SCALE: 1" = V-0" —STRINGER 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 NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER —/ FOR DRYWALL SPACING — H E SECTION VIEW SCALE: J, = 1'-0" SCALE: 1" = V-0" 3/4 PLYWC ON DECK `-2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN TOP OF STRINGER CONN. TO BOTTOM NEWEL POST LET INTO OF NEWEL POST PER CONTRACTOR THE BLOCK PROVIDE BLOCKING F-1 r 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0„ SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" =1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B KING OC PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 S ZX BLOC NG RIS VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" 0'.0 z� z� z Q J a z U) — Cz n'1�� 0 W w 4--J v in � c U N LIA ® C Cl) � �Np _ U U_ i O fYO CO G Ly Q 1 p ur' g v �a o A 6 1 D. N•C•B•D•CAV T /T .4111 \\\�`�� SgR0IQ .w bS ,`'i oia a 9.4� T�_w U w LL To the best of the Engineer ledge, Inform ��yq44la d belief, the structural plans and /">)IptWdhbdil�ed within these drawings comply with t}ie 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 Z N 0 0 (/) M CD M Q � 13 a cn•�� a ° U ca e Q � � Z WJ C:) d" o! za f� SU $OW z �g$ off® T i CD vJ o � z z q Ln Ln w 0 = N z W . Q o ^ � Q ruj � Z ^2 .--1 Ln J LU CW L � 8ZU L a Z t— O0 00 2 rn .-+ a cn f SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5al SHEET NO. ST 3 x CD N 1 22 i m r- N C= M x 00 DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX PROPER INSTALLATION 8" DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS 1 4 FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO X 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG FURRING 3/16 0 X 3-1/2 LONG TAPCONS FURRING #5 REBAR ` I AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH n 1x4 P.T. & 1x8 P.T. 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL `5 fD. 90° HOOK (TYP.) STD. 90A `40 2x BAND JOIST W/ FACE NAIL 10d @ TOP 8 BTTM CHORD, AND (8) 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1 Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16"JLJIL 1X4 P.T. L ::J/ METAL SEAT PLATE �� O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER " 1 X 4 1/2 DRYWALL IL NOTE: DOOR JAMB REFER EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO LAP SHEATHING D BOTTOM OF BAND TO SHT. SDW2-K1 2"Px EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL ' ` JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12 O.C. 1 X 4 — J FURRING 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS +2" - NOTC @FIRST COURSE � SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ` INTO BAND JOIST & (4) 1/4' 3/4" 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5� NOTCH WEB AT THE FIRST 2 COURSESFILLED ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK mm SECTION A -A UPLIFT CAPACITY _ W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. 1600 #FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS ` 1/2" DRYWALL * 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 CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER of RECORD FOR � " POLY -CELL IN THIS AREA 2 x 8 45 DAAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. .a SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 N.T.S. e• x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR -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'-0" FOR OVERHANGS BETWEEN 3/4" TO 1 112" —� 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'Y," WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X Oj/ (2)10d NAILS @ 8" O.C. FRygN ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + CFNG�y PLYWOOD SHEATHING I_ ti I_ 1 0 511 O JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED '� EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT • ° /4" MAX " n 2 8 TRUSS + SOFFIT + ° : • .' D #5 BAR > ► BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH () SIMPSON 5 12d NAILS + + °` p 10 • ° . CENTERED W/ H„ ° BLKG. & BUCK 2X6 TO 2X4 H (10) 2X4 SYP ' ° • °° ' IN TOP e 1 X 4 FURRING NAIL/ EACH TRUSS , :� KNOCKOUT/ CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR ''° MONO FOOTING —i PROVIDE 2 x 8 DIAG. BRACE B SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I • CLEAN FILL .► s ' 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. tENTER SO IT • DIRT ? - z TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ,°. ° STANDARD 4 SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL (NOTCH) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION a 90� HOOK N #5 BAR IN r TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y.' WOOD FOR OVER HANG FILLED CELL -. - � IL, T , 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") _ .' . _ . ' , BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �� '� �� `' � � �� ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING —� SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS 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"x5"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 SIMPSON2"NAILHTT4 w/ x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' a o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER �� 6 -0 EPDXY MIN. 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 LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e p o w a A REINFORCING AS FOLLOWS: a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p J #5x6 EMBEDDED INTO U z * PRESS PANEL REINFORCING INTO PLACE. �� 6 MIN. LAP SPLICE W/ o EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL can N FILLED CELL SMOOTH. DO NO FURROW. ° \ \ DRILL 3/4 x5 MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT � GRADE � n SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. „ 6 IN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: c.l ° 'p `'' REMAIN FREE OF MORTAR. z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. n TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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. v, 0 U� z z z E3 U) z Cm V) 0 ILLJ 0 LU 2 1, E `o U LULO o �� M ~ t6 PC O O co co U 0 AI N.C.B.D.c d CV N •aF�' N LL `> LLJ O' caLL \ E��'� �•M•� •• `� W F L..•o r: C, To the best of the Engineer's k �TR , and belief, the structural plans and spec , ib 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 Z NO 0�� M Q 'gyp Ln N •L d' Itl H0)U Ln a ILL U ca Q 0000 C Z LU 1 0 d" Z w za a ax nee, z z J � f 218 Z -gyp � Z 0 = N U J a W 0 H. ARVV 0 J - - Q6Q W V arp k [V U4 Luo ce Z J< Ln �a of r Q Z o' b Z M Z Z � i° m � g �� o � SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 15. l SHEET NO. SS CROSS BRACING DETAIL (TYP.) 1 SCALE: 1/2" = 1'-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 BE IL MAY NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. (4) 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. TRUSS—i 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. e 00 8 N I 00 N v I ----/—WOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-O" 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) 1 Od x 1 1/2" NAILS EACH 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 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. �'A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1 /2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS 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) 2x8 #2 SPF RIDGE BEAM .k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E 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) 1Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH 111:2 I:011r,; BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = V-0" )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 200F PLAN FOR MOI NFO SEE FLOOR PLAN FOR SEE PLAN L. FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 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 SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR SEE PLAN FOR CANT. IF INDICATED CORNER `� SEE FOUNDATION �PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" ju `-/ BM. SPLICE OVER CENTER OF POST SIMPSON MTS18 w/ (14) 1Od NAILS TYP. U.N.O. MIDDLE EXTERIOR ATTACHED SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL LW ENTRY FRONT WALL s SCALE. 1/2 - 1-0 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)1Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS J OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" _ VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 1Od ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS AILS AT j'°`Od NSP2 #2 SPF @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. w/ NAILS ATOTOP 4 12dNG EXTERIOR SHEATHING INFO. 16'40.C. W/ () COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ 2 12d TOENAILS ( ) a PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES eo STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL o ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. ��< LOW ROOF/WALL STUD) IQ.TRUSS SCHEDULE SHEATHING ATTACHED o PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN2 FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS 16" O.C. ALONG W/ ROOFS 0/PE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14)10d x (22) 10d NAILS OR 16d NAILS TO 1 1/2" TO NAILS BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING BELOW @ 6" O C OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2 NAILS TYP TOP &BOTTOM EZZo SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. ; STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a.. HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING cgi TRUSS OR Ilk SEE PLAN FOR PLATE BELOW MASONRY WALL ; 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN 4,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. i .P 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. °- 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. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. �� SECTION @ FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL 7 SECTION ENTRY 8 CONNECTION 2 2 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 7, SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" 111"� W DETAILS & SECTIONS . 0 (D z� z�z a Ln 0 4--J w a)ra o .0 i 0 W L/I Of U W ■ S C t0 M O O N U ,I to r, � B D• N -C� t `0 O •c> 4n'5 Z w S i ;` <. CHLa 15j. p2 cX LL 9, J �• ' d •g F t. To the best of the Engin fJSnowled orma_�ip� d belief, the structural) plans as ��igrtyStM ed within these drawings comply w � orida y 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 z N 0 � N cn CD Q -gyp Ln a N •L r HL sZ ^ z oC U ra Q 0000 z a z CD WJ � LU - Za 080, Zq �z J U) g Z Z ,8 O R C Ln V3 w N Ln ces U = N U) v, Q W o g 8 J V s N z z Ln $� Li Z Lij Z t Ell ag OM1 °B 0 N 00 g = rn a cn SCALE: AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. D1 N M (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVERTOP SIMPSON SP4 w/ 6 1 () Od x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING E Q BELOW AND ALT. MASONRY WALL CONNECTION. 2x @ (2) 2x SPF TOP PLATE FLUSH TOP 2 OF MASNORY & 8d BLOCKING INFO O SEE PLAN FOR CONN. W/ 2 1 ( )I12dLTOENAIILS T B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE / �n 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 0 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR 1-JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @END OF INSTALLED AT EA. END :;. CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB INF G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK 1/2" GYP. BOARD OR BLOCKING WALL Zx CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d (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 •° •° VERIFY W/ PLAN NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) W WALL SHEATHING (2) 12d TOE NAILS TOP 1Od NAILS (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8no,c• FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10dY NAILS ON ST INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W 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 FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR r3 HEADER CONN. 2nd FLOOR 4 SCALE: 1/2" = VI AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = T-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. TY REQ'D P O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN AlB ' OF CRIPPLES IF LONGER THAN 8" , 0 P. A 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END 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 A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER o INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER 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 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 STEP DOWN LOCATION, MIN 7° REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION LAT SPFEMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" E PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x C PRE-ENGINEERED `F) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 C B H B FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. 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 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO 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 2 x 4 #2 SPF STUDS B 2 x # O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON H w/ (18) O.C. U.N.O. 2 2x HEADER G () (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS 16d NAILS & 5/8° 5/8 ANCHOR BOLT w/ BOX HEADER SEE PLAN E F -gyp F F D (1) 2x SILL PLATE W/ (2) 12d TOENAILS.TIE 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7)------MIN. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS BEAM 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ o. BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE KING OVER TOP PLATE SIMPSON SP2 w/ 12 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELLVIDE OW JAMBS - - o o 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 TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE(24) 2 STORY WALLS ONLY. HEADER CO N N . @ 2nd FLOORK'_6�'� STUDS BELOW 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR SHEATHING CAN STOP ONCE UNDER 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" 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" .o'J. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION 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 HEADER STRAPS 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 Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 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 HEADER 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. '�� NO F4 2x`�T 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 M/N Op TOP SPLICE (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/ (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 8 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 FOR 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) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" 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 13EAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS 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" = 1'-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" 0 Uv zSag a 4--J w f� o •V — 0 LU V) Lo e �� r U .2 CD & ih w so c to U ¢ 0 o A 6 1 D. ". ° W N. \\`�� OWN 'I . N E o CL Ul �z O •rP� N N�F'�• v aROFESS\ To the best of the Engirt Rpj�ryl�dgq,� tion, and belief, the structural plans an s ions 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 Z O1 M Op M Q U-) 'p Ln a ucni•'=^ a��`^ CL .-. �. oC V CL a 00 Z W J� d' �Z w� 1� �4SU OW Z �W of > J z 0U �8 r W Ln V N J . F— LU 0g g � N a��'o� <—c Z Z$� uj ^� Lr) LIi u.i x $ c a z W g 01 N Z Z t co 0o g = 9 SCALE : AS NOTED DATE : 3/30/2018 TECH: M]AM ES VERSION NO. 5ol SHEET NO. D2 G A �Ico EI a co Cq M M W 3 ^' ^ 14 WEATHER JE BARRIER & IARILY SECURE WEATHER RESISITIVE 1 BARRIER 5� �V TAPE - (ASSEMBLED W NDOW) I I 1 HEAD FLASHING TIE-IN INSTRUXTIONS; 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 EXTERIOR SHEATHING -� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIh SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI£ UNDER DECKING ED FLASHING (SEE DETAIL WP07) la SELF -ADHERED FLASHING E kM On 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"A" 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 i� SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING me IR 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 Di SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ■ MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 a 0 ®RN SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING IBM SELF -ADHERED FLASHINGFOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER ' • I0 0 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 cavity or 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 aslOin 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 comer 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 fi 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 USED ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all u, z_9 Z z� a C1 V) 0 W Cn •� w O c .E l/i U o 0 m � M LU _ ■■ ~ ch C M "�p U Y,LLOO C2 ^ a � <o -AlB De N�I �RN cy$p CV p Z _ J Z �IP__0 oWtJ` W S a t>, m W 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 0 Z N OWN > to M C Z M a cn •L tr 5 Q (V - In a Wa00 Q E00 � Z � WJ C:) d- �Z W �488 Z ZZ J oC4 > = J DC L 0 LL 0 O 0 = N a- LU Lu I r_R 0 Igg N ¢ Lu 5�, P� < 0W3 Z W '" I 6i66 Cr E J r-1 IJ.I Z Z Z M Im O N 06 Z :5= 1 ,-i a to 2: SCALE : AS NOTED DATE: 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. WP 0 •.� e March 20, 2018 Re: Wood Construction Connector Compliance for 2015International 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 ttmt joist hangers shall be tested per ASTM D7147 Testing and Establishing toads of Joist Hangers, Previous versions of the IBC and FBC required testing to comply with ASTM D1781 Test Method for Mechanical Festenars in Wood. Both methods determine a connectoh's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 8) with a safety factor of 3 2. Average load at 1/8-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 specific gravity. The tested ultimate loads must be adjusted when tasted material properties exceed the specified properties. [CC Evaluation Services QCC-ES) revised AC13 Acceptance Criteria thr Joist Hangers and Similar Devices in October 2018 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports m 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 tale time. While manufacturers work with product cartification 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 sthowing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 8/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit wewvstronatie.eom for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E, LEED AP dwBDW Engineer, Southeast U.S. Branch Page l oft. einpson atrony-Tie CompanyInc. 2221 Country Lane McKimay, TX 750M Phone: 972.542.0324 Fax 972.542.4139 www.atronatia.eom N Cn Cu N U N Q O ca Q_ CU O O O O W Q O U O �C h}. ICU C (D O CO W L Q ICU O ''6^^ Q .� V) Q Z O L U o W a) O L Q U O L VI CU m a- �- W z J z a SHEET PA 1,0 NO. 7HD210-2 FL17244.1 ESR-3455 23 7HU210-2 FL10446,2 ESR-2808 FL17232.3 ESR-3445 FL10858.4 ESR-25492 FL17232.3 ESR-3445 12-2 FL10858.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU218 FL10858.5 ESR-2549 HD218.3 FL17232.3 ESR-3445 HU218-3 FL70858.1 ESR-2549 HD26 FL172322 ESR-3445 HU28 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10858.4 ESR-2548 HD410 FL17232.4 ESR-3445 HU410 FL10tI58.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.8 ESR-2549 HtJ810 FL17232.4 ESR-3445 HU810 FL1pt358.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM2lK)804 HGA10 FL17899.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17t399.1 Evaluation Report HGAMtOKT FL11470.4 SIM200803 HHCP2 FLt7238.7 ESR-9448 HCP2 FL10447.2 ESR•2551 HTA18 FL17880.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20.18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT18 FL11498.1 ES-0130 HTT45 FL77324.2 Evaluation Report HTT22 FL11498. t ES-0130 HTW18 FLt7244.8 ESR-3455 HTS18 FL10458.22 ESR-2813 HTW20 FLt7244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL70458.28 ESR-2813 HTWM18 FL8223.2 Evaluation Report HTSM18 FL71473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.16 ESR-2813 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Cade 98-72, 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 buiding permit We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed Products. CateporY/�+��gorfr Manufacturer Product Description Approval Number(s) Test Pressures t. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +87.OIB7.O psf ThertnaTru Firber-Classic aid Smooth -Star (NON -IMPACT) FL20481.8 +87.OG87.0 psi ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.9 +87.0/-87.0 psf ThertnaTru Firber-Classic end Smooth -Star (NON -IMPACT) FL20481.14 +87.0/-87.0 psi ThermaTru Gassio•Crefl and Benchmark FL15225.1 +87.0%87.0 psf ThermaTru SmrrotMSter and Benchmark FL15225.5 +87.Ob87.0 pat ThermaTru FiberClassio, Smaothsmr, ClassicCren, Rustic FL7640.1 +87.Ob87.0 psf B. SLIDING MI Windows and Doors Series 420 FL75332.1 - FL15332.5 *40,0/-4U.0 psf PGT Series 5570 FL251. t0 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (18X7) FL15279.53 +30,0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (t1)(7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCade Doors W8 (18X7) FL15279.102 +37.0/-41.0 psi D. METAL LOUVERED DRS Cartier Division of AADG, Inc ri07,707,727,747,and t647 Single &Pairs of Doors FLt 1537.1 WA (see lost sM) 2. WINDOWS A. SINGLE HUNG MI Windows and Doers Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MlWindowsandDoors Seriesltl8 FLt5351.1 +40.0/-50.0psi C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 pat PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Seder 5784 FLt5353.2 N/A PGT Sedgy 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Affiide Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0%70.0 psi C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18818.1 - FL18818.4 N/A Florida Metal Products, Inc Vent RV10 FL215fX1.3 N/A Lomartco, Inc DA-4 Exathust Vent FL17202.1 N/A E. ROOFING TILES Borah Tile Villa 800 FL7849.27 - FL71549.28 N/A Borah Tile Saxony 900 FL7849.18 - FL7849.20 WA F. METAL ROOF Gulf Coast Supply � Manufacturing, LLC 0.032" Aluminum Gulflok 18' wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15078.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17889.1 NIA 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ LISP Structural Conn. see than ANCHORS Simpson Strong -Tie see then B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MITek Industries, Inc. Tn�a Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Cancels Unlade FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Unlade FL1T74 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these produce, the following Information must be available to the inspector on the jobsiie; 1) copy of the product approval, 2) the performance characteristics which the product was bested and certified ro comply with, 3) Dopy of the applicade manufacturers installation requirements. Further, I understand these products may have ro be removed tl approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE U 0 Florida DdpYM(at of Business & PfokadWlal RegUMM SuN ft Codas and Standards Pagel Product Approval Appkadw Deal lawsProduct Padds Depsrkrunt of Btatras & Prohaaonal RapulNlon Suil ft Coda and Standards Papal Approval AppileNlon MIND ,arrota Flgids Depar"ant of BuNnaaa & PlolidaMonal Regulation SuNdrg Codas and Standards Pee I Product Approval Applkedw Detall tonnes Bra gods 2mb 12oalLe[ nett gm lirfLELwils 9m BALCIOed Bel AU �s faNLa art no OOLP.sodlm Alt damom go AWNLK go go � }yore IlNaadEe[ tared amebatalJaae YeairdJlt )INW�d Ago henna a■n ter Yoram !bread■ 22am imdmwAlara xdd■m Y&udd !meddled agharal hound Loa Use Ymlss ■msom Sm" lodea[&Lama ydiom L mdlalld Maerlla Aauui Lea Revision 2017 Tlwima•Tmconwmvm RMewdem Lyndon F. SdooK P.E. Ryn J. Oft P.E. 10MR1017 07n2RM7 lorld t7 12n2=7 Approved fleYlelOn 2017 TMmarTN COMMON * Rkk NVIp16 Lyfdn F. SaMedL P.E. Ryan J.■9. P.E. 10yt6R017 07n2R017 1011612017 12n212017 Approved RevMn 2017 T(wma-TU Opppalbn RkkVNipM Lyndon F.9aMnkL PE lean J. qip, P.E. 10H62017 07/120017 10/76IJ017 MUM? Approved celow, Exbrbr Dose 434 (419) 2WI740 PE-00 (91a) 7si�6 OaYamr; a, Dope (41g 298-1740 FE.434M (813) 7s 406 tan (k4evO6174o PF.4940e ro19)787{S66 ll0ane9ery: ewYrgYp BeMfef DOwlteeeffelee ��• Sabc•s•emy: 8~4 EdWW Door Asawnhin &0001 Sodogirg tdesOra9WpmMranM. 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P.E 1011812017 07112017 10H6R017 IV12RMT Approved Calory: Eder" Door (410)296.1740 PE43406 (M)7674J5M S"elegarr Swkrye bbrbr DOWAUMMes rl.,, a-,fommMla Cowpmanesaeleer Evakraou Raped9em m Goal F1orWe RegWWwAAdrhled ora Lleansed F orlds PrabMbMl E91new nimicaLbodom ABLE flooOrAalod low ilatia gum&= sum" addle 14 a. Tlwnba•TN FOarCMab wd BmoeM•8rr N, I MOM &MOtHw4rpeC8eak (Sand 121312= No Yes me WA Carpoeb late Flow Sr ft Dow Qnw*gUftwkW, X tip igurNI ll) Ra Joe 20-em" no garde lomrL&LMM )CtlaOM Xdim MOM HGANOW amomm awe !9 Rbk V*WM Lyndon F. 8debadt PE Ryes J. leg. P.E. 12M32017 12n3/JM7 12121=7 Perdtq FEC Approval gma! laseUE art am MYPMI" go (419)29661740 PE-43400 (813)76740H MUM momu mwwbom Gaoa ]NINO" III*"askow arLammo&Emma Awn riwWrlplebidg-ou8n(e. Revlvbn 2017 TMMwIrru Carporaaon Rkk WftM Lyntln F. 8dar9a, PE Ryn J. 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Numhwa.Nartw 1 0.032&quat: Aluminum 5V Crimp ern 0.032&qua: 5 V Cramp Aluminum Roof Panel over 15MUqua: Plywood 2 0.032&qua; Aturnhum Gulf Lok Mn 0.032&quct; Aluminum Gulf Lot 16&qud; Wide Roof Panel war 15/32&qud; Plywood 3 1 &qud; 24p. Gulf Snap 1&qud; Gulf Sup 24 Ga 17e e/d; wide Root Panel river 15/32&qugt Plywood 4 equd; 24ga, Venal.. 1&qud; VarouLdc 24gs I6.5&qud; Wide Roof Panel over 16a2&qud; Plywood 5 1 &qud; Versalm .032&qud: Aluminum 1&qud; VersaLm min .032&qud; Aluminum war 15/J2&qud; Plywood B 1.5&quota 249a. Gulf Snap I S&Wd; Gulf Snap 249a. 18&qudd ; Wide Roof Panel war 15i32&old; Plywood 7 1.5&qud; 249a. V-Loc 1.5&qud; VarseLoc rtM 24gs. 188qud; wide Rod Panel over 15/J2&qud; Plywood b 2&qud; 24go. MegsLoc Mn 24 Go. 2&qua! MagaLac 18&qud; wide Rod Panty over 1522&qua; Plywood 9 24 Ga. Gulf Lok M n 24 Ga. Gulf Lok 16LQM: Wide ova 15f12&qud; Plywood 10 24 Ga. Gulf Beam ern 24 Gov. Gulf Sam 16&add; Vide Roof Panel over lx4 Wood Purins over 15/32&quet; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Beam,1 3/4&qud; Snap Lock, 188qud; Node Roof Panel over 15/32&gM: Plywood 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Pants over 15f32&qud; Plywood 13 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp over 15CUqud: Plywood 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Cap Rod Panel over IM Wood Purlins over 15A2&qud; Plywood 15 26 Ga. Gulf Lok Min 28 Ge. Gulf Lok 16&gM; Wide Roof Pond over 15/32&Wd; Plywood 16 26 Ge. Gulf Lok Iran 26 Go. Gut Lok 16&quot Wide Rod Panel over 15/J2&qud; Plywood 17 26 Ga. GulfPSR Mn 26 Ga. Gut PSR Rod Panel over 15/32&qud; Plywood am salt Datf.PM.1- Rot Vaedatae ov Ysilbtfr4automated PIC.Amroval Aggreved arMm Lock* Boaden P.E. 10f12=17 101102017 10/772017 120`122017 Approved (334) 300-1800 Omattlr Aaarav:e Contract Expiration Dow ArMrov4d for UM InHvHZ Aaoroved fa Um SBtdd!!mZ Resistant gssinD pnM 04/122024 No Yes N/A +N/A/ -108.5PSF 04/122024 No Yes N/A N/A/ -116.OPSF 04/122024 Yes Yes N/A +WAF-131.01PS 04/122024 Yes Yes N/A -N/A! -138.5PSF 04/122024 Yes Yes WA -NIA/ -1o1.0PSF 04/122024 Yes Yea N/A +N/A1 -116.OPSF 04/122024 Yes Yea N/A -NIA/ -123.5PSF 041122024 No Yes N/A +N/A/ -108.5PSF 04/122024 No Yes N/A +N/A/-96.7P8F 04/122024 No Yes N/A +N4k193.5PSF 04/122024 No Yes N/A +N/A/ -1085PSF 04/122024 Yes Yea WA +N/A/ -156.5PSF 04/122024 No Yes N/A +N/A/-131.PSF 04/12r2O24 No Yes NIA +N/A/ .156.SPSF 04M22024 Yes Yes N/A +N/A/ -161.OPSF 04/122024 No Yes N/A +WA/-83.5P8F 04/122024 No Yes N/A +N/A/ -154.7PSF Florida Depertment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ge2d2 YAMIs Skit a= Mass. Product Matthew Ana70S Amroved for Use In WAC Approved for UU outside ko= A tammi orawm trMam 18 26 Ga. Gu111PBR On 26 Ga. GuBPBR Roof Panel own 1x4 Wood 04/122024 Yes Yes N/A +N/A/ PurMs over 15J32&cIud; Plywood -151.7PSF 19 28 Ga. GAPER sit 26 Ga. GUOM over 1542&oot; Plywood 04/122024 Yes Yes N/A +NIA/ -154.7PSF 20 26 Ga. GuI1PBR Min 28 Ga. GutPSR over 1x4 Wood Pudns over 04/122024 No Yea N/A +N/M 15/32&qud; Plywood -151.7PSF 21 26 Ga. GuM;Kb MY 28 Ga. GmRib over Us Wood Pur#ns over 04/122024 No Yes N/A +NW 15/32&qud; Plywood -164.2PSF 22 26 Ga. Gu11Rib Min 26 Ga. GdlRib over 15/32&add; Plywood 04/12/1024 No Yes N/A +N/A/ 23 28 Ga. Gut M Min 26 Ga. GuIlRib over, 1 SM&qud; Plywood 04/122024 Yes Yes N/A +159.2PSF N/A/ -159.2PSF 24 28 Ge. GUI1Rib Mn 28 Oa. GuMtib over tz4 Waad Pudins over ON722024 Yss Yea N/A aNlA/ 15/32&qud; Plywood -164.2PSF 25 29 Ga. output, Mm 29 Ga. Gulfitlo over tx4 Wood Punns war 04/122024 No Yes N/A +NUV Isrsnprot; Plywood 26 29 Ga. GuMb ern 29 Go. GuffRib over 15A2&gYd; "cod 04/122024 No Yes N/A .123.5PSF N/A/ -L46.OPSF 27 29 Ga. Gu11Rib son 29 Ga. GutRib over Us Wood Puens aver 041122024 No Yes N/A +N/A/ 7/16&qud; O.S.B. -101.OPSF 28 29 Ga. Gu1521b Min 29 Ga. GUMRib over 711 S&qud; O.S.B. 04/122024 No Yes N/A +NW -116.OPSF L�Mt Code WrNon: 2017 FL 6: 11661 Appleadon Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Co pNance M~. ALL Quality Assurance Rally Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In NVHZ: ALL Approved for uM outside HVHZ: ALL I pal Reeloase: ALL DOMM Pressed: ALL oats Fran: ALL Dab To: ALL ^p gy^' ^W Wwe�. i _ ICU-1, 2 O O C I O O O O W 3 ICU 0 OICU CIOO LL An-0 �/'�� i 0 .� VJ 8- Q n r V' c 0 ca U O W ez� U) CU O Leave Co as U w=3e V O L V 'W^ Y / `MU W cw G Q Z Z Q J 0- SHEET N0. PA 1.3,