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HomeMy WebLinkAbout6608 Wagon Trail StALL WORK $HA[ (� ��r�31 1. y ? �A � � - tIfUG NATION AL AND f16 011"'' %,s i�Y.ifl6 ORDINANCES CITY PLANIS E-XAk1f\NL pl;--4�- ABBREVIATIONS A.B. -•,Ik Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C A.F. Air -Conditioner Adjustable Ft. Foot/ Feet Rad. Radius A.F.F. Above Finished Floor Fig. Footing Ref, Refrigerator A.H.U. Air Handler Unit FIX Fixed Req'd. Required ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Cir. Circle Int. Interior S.L. Side Lights Clg. Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Ded. Decorative Dedicated Outlet Max Maximum T.O.P. Top of Plate Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack 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 V. Shower Valves E.W. Each Way ... N.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P. P l P aralam WIC Water Closet F.G. fixed Glass PLF Pounds per linear foot t W.A. Wedge Anchor Fir. Floor Pit, HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.0 12-22-16 3.0 FRAME-WAL REVISIONS Al B1 ELEV. REVISIONS INDEX 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 STRUCTURAL NOTES SN1 DETAILS S DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS 01-04-18 4.0 2017 FBC UPDATES I MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES LENNAism 2575 MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. �r Z M 0 Z z Q Q V ) z Q) t„ W W T 0 cn o 0 W W NC) C) CU M O O N s UN win ��00 fn n r- f~ <C rn L" p - Mq. Q o 0 D. m 00 D CV N C N WMI�z� oco N ® N (gam w e ^ . 1 F � Q v ' Cli� To the best he Engin�r's kno e, ' rptation, an belief, the str✓utkura ain ay�d spe io ont}r�d ° d 17 `+, within these m comply NeiEl3 %"a a Building Code - R'Venti i� h Edition. E �r's °�. signature and seat�{+�ayy��ly fort a s r t n iris ,kt9 portions of the drewretges bearing Engirt ,sIgnature and seal. ° <<r 'Ea " O O Z N 0 (1) F>—+�ro0 M Q � f0 Ln a cn •�, � Ln Z Q LL V a O 00 Q 1-0 Z § E WJo� O d' oZ Za fa a � wQ Y U Z O O Z w w Y �RZZ I— ado 0 LLJ O W N z Z y Q ¢ Z -v N ,4 M Ln > F o > N p v U -g �� o� LL o F J x O U C'a N 01 ¢ t0 Q¢ ZWZ� Q a¢ Z N � �a�o Z W N Lf: W . Z' � Da2T5 _1 ri W o Z Q U 0000 Q z Z y Ln Z a N Z Tt m QZ W �o ¢ OUj J = z T-1 d SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. C S 1 i -I 111 11 i1:1l1l 11.1 111[.I d I i I I, IIis , 1 fill 111111111111, CAI qII IAd" iFl IT -WI. ilii1 I II i 43'-0" TYP @ 2 STORY J S6 H.B. N 5-SH 16" DEEP -- r` OPT. — — — — — — — — — — — — 266 B.F I 24 24 REF. WALL IIIIIIIIII 12'- 1 2 68 ! 00 KITCHEN l H1 O 8'-O'FL�T LG. O roWz ; p cc W IIIIIIIIIIII 3. 36 36 O IIIIIIIIIIII Mb 0J— O oC° EDGE OF SLAB 2" N �2Sx63 BEYOND WALL I X I I 6-2" 6-6" 4'-8" A 20'-8" I I I - 2 CAR GARAGE I I I DINING ROOM 8'-8" FLAT CLG. I I I PATIO I I I a 8'-8" FLAT CLG. I I O (7 CARPET E U) BUILDER TO PROVIDE I I Q co 2'-6" APPLIANCE PROTECTION I I I CO o WHEN REQUIRED PER FBC I D I I � O (3)2X4#2SPFW/ I S3 I I L-------- --- ;1, _ (3)16d TOENAILS CC (3) 2X4 #2 SPF W/ - r N @ BASE S3 (3)16d TOENAILS N N o (3) 2X4 #2 SPF W/ W,H, @ BASE (3)16d TOENAILS @ BASE TYP @ 2 STORY �I �I - FOYER (2) #5'S J O of O 1 3068 8'-8" FLAT CLG. S6 UL LL LL "' TILE O I 4 16'-43„ s 3'-8" 3'-8" 3'-6" 6'-0" ,-2" — I TRY N 2068 B.F. 8'-8" FLAT CLG. ---HDRAT7_4" -- 0 12" EE 5-SH -' r ----------- WALL (2) #5'S2x6 C3 N M O G C - o S3 ;t cc pl P (3) 2X4 #2 SPF 8'-8 , F T G • FLEX FAMILY ROOM ;�� W/ (3)16d 8'-8" FLAT CLG. _ TOENAILS @ 12 CARPET I � 8'-8" FLAT CLG. BASE _ _ _ � �q 00 CARPET 42" SLOPING 11 °° _ _ _ HALF WALL ° 10 FLOOR G.T. _ _ 9 I g, 00 4 AC PAD AC PAD I I I 1 115 1 I I$ I I I 0 h6R► I I � I I I I I 1 3 I M TYP @ 2 STORY I S6 H.B.. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 38'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X16 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 114" LVL 2.0E Fb=2950 I {� (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow O/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 18JX254 S.H. 13 20X38 18 X37 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 J X 62 i S.H. 16 20 X 72 18 4 X 714 S.H. j 32 27 1/4 X 26 26 X 254 S.H. 433 27 1/4 X 38 j N/A S.H. 434 27 4 X 501 N/A S.H. 433 N/A 26 x 371 S.H. 434 N/A 26 x 50 S.H. 135 27 j X 63 26 X 62 1/2 S.H. 436 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 j X 25 4 S.H. 33 54 X 38 j 52 J X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min, of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 O +29.7 / -39.2 © +28.3 / -30.8 +28.3 / -36.4 01 +26.6 / -28.0 O +26.6 / -32.2 GO SEE SN SHEET:�H SEE SN SHEET ti& 1 4.Q MPH AiNNEW 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 1♦1111111♦1111♦01 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) C9 zM 0 Z Q_ r U) zLo V) (D Q) cn a---J w � p w O 17� ~ w p_ �� o0 m I` 04 V l_ E — 8 N C, 0) M N 'O M 0 0 N _ U _I_ -a: W W ao . Q rn rn � o N C-S D-C mil_ E V N ZN A�N�(A to � jo't, r'{., E'� s — ?z o X-LL 5 R To the best of the ' eer'��?D edge atio .and belief, the structural ar,,� nd 3p�ec icfiti s comkl� 'e' within these drawings cdr�„t�lila Building Code - Residential 6 E t4b y i $er's signature and seal is only far the structu I engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N Ors O >41 M W 0 L0 Q L_ LL ^ CL H , 4 V CL 00 O Z�F1—� W J� oZ 0 �o za 4 g f- wa�a Zoo wEr z�zz I-� Z w O0a � _J UWN m —f LTI� 0 a O O g z O 10 0 �3 f2 Ln � o > N o 0 < U T J �w Q Z �: o P XI)B N as d a o z<o< Wo � w < Q Q fV 5��0 u Z Z LU Ln o o Z, J ri LJ..I �Qzo v 0000 Q Z Lu ¢� Z Inz t Z m 00 J UJI= a Z � a cn F SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. 1.0 nw..n�..��va.n� , arwr9n�nrwrnrwmnww��.. d fd!4A" 38'-0"00 18'-8" 19'4' 25 6 SH H1 D2 R&S EGRESS j'------ ---1 J O Cc,�, FIBERGLAS I 1 S6 SURROUNB TYP @ 2 STORY W.I.C. BEDROOM 4 P 18'-0" FLAT CLG. 1 8'-0" FLAT CLG. BEDROOM 3 fn� I CARPET _ 8'-0" FLAT CLG. _ j ROOF G.T. 1" TIL 00 r CARPET Q )�I O w UIT — — — 0 13' "— — — =-Sc 52 — — 11 8 — — N I =, iv 6-52' 2 4 f o 4--1" 2�m I TYP @ 2 ST RY m J to 4068 B.F. CD N T z 1 S6 N =w w ti 4068 B.F. U?uj 0 z u'= `I SHOWER -' _ — (D °o CID _ N — — — — — — — — FIBERGLA R&S N — — — — — — — — — — — — — SURROOUN ��N 4'-0" - eo :- 6'-1 5' 4" 2 - 2668 13' 72" 5' 10" ° Q W " M BEDROOM 2 O0 16— 24 8 8'-0" FLAT CLG. w - BAa-CARPET ---\\ 8',0' FLAT CL �Ia (a ( 0 I I��` L-----d I U)I u: - N o — P u- .81 �i 00 1' w I TIE 00 0 =w T U) 2868 I T-82' '-92 2'-4" 6'-10' 5'-4" 2'-6" 41 11 (N 16'-8" in 4'-o-�� 3,-721" v 14'-8" OWNER'S R.A.G.ti R SUITE 15 = __ LOFT I co w n io 8'-0" FLAT CLG. CARPET 1G.T.13 14 - -- 8 0 FLAT CLG. �J rn ROOF -- -- I CARPET w— — — — — — — TT q � I LO 11 z I I N _ 10 g-- -- u- 001 TYP @ 2 STORY 1 2 4 5 6 7 8 I I= J I I I I I 11 L a TYP @ 2 STORY S6 7I I I I I I I I 1 1 N tl I I I I I I I l i= 11 S6 J— 1 8 39'-0" TYP @ D2 CORNERS U.N.O. ------Ej] I I 3 D2 SIM. w/ (5) STUDS 4 H2 D2 1111111149,11901 19 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP WI 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 114" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-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 18 X25 S.H. 13 20 X 38 18 4 X 37 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 1 S.H. 16 20 X 72 18 4 X 714 S.H. } 32 27 1/4 X 26 26 X 25 J S.H. 433 27 1/4 X 38 N/A S.H. 434 27 { X 50 j N/A S.H. 433 N/A 26 x 37 1 S.H. 434 NIA 26 x 50 S.H. 435 27 4 X 63 26 X 62 1/2 S.H. 436 27 4 X 72 26 X 71 1/2 S.H. 22 37 q X 26 36 4 X 25 1/2 S.H. 23 37 1 X 38 36 4 X 37 3/4 S.H. 24 37 j X 50 36 4 X 50 S.H. 25 37 X63 36 X621/2 S.H. 26 37 X 72 36 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.M. 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 class 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 112" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET "� 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) (9 z C — o Q CDz� n W zC3 t/) (r? Q) cn �U — w O ch� I- 0 = o 0 W) E — Cl) L �O M O O N _ �' LL 00 o-o Y <Crn Lo 4 �i¢o N C B D C ^�� o a° afof —u_�r' c,� SE-. t75 "w t: LL � x 01'�N �f W si N � r� To the best of the Engin �,a'9a,k�now infV4mationxE�dd belief, the structural plans an`� {�t�pq� cog?$ir'te"d within these drawings comply wi h 9 hJ�AiOPlda 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� On H (� M O M <C U0 'gyp a tn•L� L- I-- CL aU0 0 Z ca W O ;Z wo za << Lu q d UZOp zujz¢ �=)zz a w 0�u_ J U y N oZ zU> U O zz g z 'a r*4%% L N C O (n Z Jz U ni o o 0 J ��� X U0 U m (V, a z< ���aZ R,inQLu =¢woa gW,oJa J rl~z0 Q Z U waz a z M Ln CD Z Z �N J 0 rn 00 LLI 2 J o az 2 __1 a cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO' 10 SHEET NO. 1.1 rw�■■■I�nmm�■mrnnm:rn�t■rn■Iw■enn■Iw■�� ���■� �� D � SEE PLAN FOR LANDING DEPTH L 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 MIRROR O IZ OWNER'S BATH KITCHEN ISLAND 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 uJ WALL) CONT LEDGER w/ (3) 16d w NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ o 16" O.C. MAX. FOR MASONRY WALL) r r: GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH O M O (V 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING—\ STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR.—\ 1xTREADS (TYP.) CONT. HANDRAIL THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. q,-n" 8'-54„ BATH 2 KITCHEN CONT. HANDRAIL 1x RISERS (TYP.) STANDARD (3) 2X12 STRINGERS W/ SIMF A35 CLIP TO FLOOR SYSTEM 2x8 #2 SYP JOISTS @ NDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE SEE PLAN FOR CLG. HT. E_— PLYWOOD @ LANDING 0 pIII V1 60 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. �b�El L0 KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" PRE-ENG FLOOR JOIST W/ (2) (16) RISERS AT 7 9/16" 10" TREADS w/ 1"NOSING LAYERS OF 3/4" PLYWOOD Stairway construction and handrail to conform to FOR SOLID NAILING Residential 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 %". 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 ". Nosings. The radius of the nosing shall be no greater that V16"- Solid riser nosings shall not be less than'/" but not more than 1y4'. The greatest nosing projection shall not exceed the smallest by more than Yz". 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 T compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with Y2" gyp. bd STAIR SECTION_ SCALE: 1/2"=1'-0" 0 u7 Z (h 0 Z <L O U) Z (D X w_ w O C—� T 0 Cn O O „� V U N M LU F— p8 U C f0 Cl) �° C N O o = Qj N N L U- co 7 Y ti L� Q 0, O V m Q O OY N CCID C-4 `f�0 wee �8 O Z"-..yyzPik U ) C) v( s� W ���� �� Imo%-\ � � w• C V)5IUL O W` To the best of the Engine wl dge, inforrrrr��91R!�q $nd belief, the structural plans a ft fined Florida within these drawings comply with Building Code - Residential 6th Edition. ngineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r=0 0 0 Z cV O (1) N P-4:►Jo H M O M QU'f0t7Lr) _� � Ll) Q LL ce U a 00 Q E� Z IT 0 WJ Ct' J oZ Z f Q wZ UZ08O zLUW0 t�Wz Ca2W >-p,n a�&o Q SFto w R, 0 ZZ O Q C Z Z p Ln LL- N 0 O F J Q x c� ` U 0- o_ c[ a y� TI N ^ Zao J W<O¢ Z N Lu OW W In LJJ a(Doz a J T -q LLI 2 u-o= 0 Z 8 S � a � 0 M Q Z W� 8 ��z Ln Z a Ln coo � g = aV) Z ,--I a U0 SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 2.0 I T F i I i 11 I il...I„ M>� 0? ao F4 1 DECORATIVE SHUTTER l ) - T.O.P. — HDR HGT. I TRIM / BAND-h 25SH : Ir-4 I — 25 SH FRONT ELEVATION - Al T.O.P. ------_ HDR HGT —ICO N 00 2nd FIN. FLR. M ------- T.O.M. �. —______ HDR HGT.,, F.FL. LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof Intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)/9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA/VENT '"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed M 0 — o Z (D Q � 13 U Q) C -h-' u., C_6 w = T o0 V) 04 w t— p — tJ0 ` a C', O N N U V- 00 O Y o- o 2 rn tr rn ¢ o ®l I 8 N-C B-DC • 'I�,III��I��• •5 W14 +� ^•+1t- � S' f wit OPT co ziol. e To the best of the er s n ,info n, and belief, the structural p a 1.gf�g� q Vt tained drawings I 1 Florida within these compPfji� Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O v �>••��O z M Q U-) L0 IiZ cn •� d' (n 0 `n z LL � M <� IIY U a Q � z�� W~ Jo J 0, Za f ¢ >-~ W¢-.-, ZUo z z z� O ,Mfz Q a O n d�o:o o on W 85, } 8 W Z L W g Z p � Q a v) 3 ro U-) / /1 o > N a U U-)z '�LU L r_OOROZ G J Z O IY� Xprg U c m a a Z�oJ N A ' LL W Z J ciQQ¢ Z N Wa�P Z WIn N < ¢aWfdo W C' Q W Q L (Ar 0 Z U iiYQ w O ♦0 W Ln Z ¢wz O• v¢ V) m ob Q = Z a z rn J ,-L a I V) z SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.1 — -- -lob N 12 5� 12 �5 CJ CJ CJ 2nd FIN. _ -----------------------------------------------------------------— — — — — — — -- FLR. CJ / WEE 12 CJ / WEEP T.O.M. ----------------------------------- —------------------------------------------- -- HDR HGT. T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M. HDR HGT.---------------- F.FL. --— — — — — —— - ROOF TO BE CENTERED ON DOOR --------------- -- TEXTURED -J CEMENTICIOUS FINISH ON C.M.U. (TYP.I REAR ELEVATION - Al SCALE: 1/4"=V-0" RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be incompliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA/ FT. "Fomuala: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT 'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186,25 = Amount of O'Hagin Vents Needed c� O _zM z 13 t� z V) tD Q) cia w O LU E C..) 1- d) co N -0 Q N O — c4 ej N O L LL C:) (J 0 0 a r= ¢ rn rn ¢ o Al ® IM®� \ `n s \�`o� i....." �� CV U) O LU " 3 A • { UA W `z N z L; o ^ 5,.� Zq Ira, ' Q = ' RO ES I To the best of the Engineer' k $$� mation, and belief, the structural plans and spec' ti s contained within these drawings comply with the 0 7 Florida Building Code - Residential 6th Edition. gineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z t'\1 O (1) r-, 1­4a-'O C) > U.) re) M Q V) U In In- V,.Ld- Q)U� �UQ00 Z E WC)~ LU JC:) J oZ V) z a z� f 4 ^^ v'J ZQ yZyZ~ W OOzuL0Zz Z0p w � W "�04 zz0 W Oz z o rLr) QV G O p_ s Ln W 0 N o O > z z U U) QLu Q ¢Po f- LUuJ Y X U P1r+ LJ� a (V z<0< 22 J LU 4 z Q < Z Z N ooI,2 w=u o a W J Ln ri L1.1 Q LLI ? ¢ 0 018zv 8 00 Ln Z z aQz ji O 06 4 J T .L C1 a z T-11 a U0 SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION No' 10 SHEET NO. e 2 1„ 2" "NOTE: VARIES 1'-10" 12 1" RADIUS iv 00 FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. 2" �� N 3 1/2" RADIUS 3/4" RADIUS 4 1/2" RADIUS 1" 4" 1/2" RADIUS 1,-541" 4 VARIES - MIa SIN N 1^ EDGE OF OPENING _ T VARIES % ih ' N 21„ 2 VARIES 12 VARIES �rN 1 1/2" RADIUS 4 34 a cMl�t r 1 1 3" 4" 42' � '�`� I N r� 00ZOE 311 �IN 3, 4 4 r l_a - tn VARIES ,, , 2 12' 2 rIN M �z 11" 32 1" 1" 1'-8,L 1" 2 1/2" RADIUS BASE T • 4 I • N I I 12° "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" �°' 1'-6" 1" 1'-4" — Pi 1 1" 19 24" • ou -_E 1-1/2" THICK 1-1/2" THICK 0 N 4" 101, 21" �Ia IN '-la M 3,, 4 2 _ 2" 4" 3„ 10" 6" � iV 6 2- 2- iv w Q w Q 4 1-1/2" THICK 32" 241" `la 2'-4" '7"'� 52" 1'-5" 52' 00�M 1 �-4" 3„ I I 51' a a, 1" 12" o r VARIES VARIES 2 N W Eli VARIES VARIES 4" 81, N r c� 00 _ _ i 7 Rsh to "2' �r' 1 �� �1 �a , �, 2 44" �.�� KEYSTONE F11 bKEYSTONE OPTIONAL ' 4" GARAGE DR, OPENING 4" 00 F11 OPTIONAL 3, 3„ 3 a ' 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CV (V C° R44r„ �r 2 VARIESraw 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14 1'-64 14. 12 54" 1,-12, 54' 1'-4" co 1 !6E 3'-8" 4" 3'-0" 10" V-4" 101,00 4" o co 7" '� N iv iv 1" 1 o FV '_7N Rs3 0?o MM� • 2 , GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH mmij 10 C9 v — o o <t E3 a U) z J') C.9 w A _ �U — w O T ~ 0 o 0 TT ~ m V (M Cl) w U — UO TOr � M O N q_ U__co 00 CL Y 4 rn LO Q : CT,¢ o Al I N vC"DO O cl Co N Nz Z Z o Z u�io�4o F.Y M _ _ M LL � O LL lL i6 (n N C LA.1 a- w W ciQa�� z N d � Q o .�.w O m oc• m Zm Zca W �¢N� N h C o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z O N t\ P-4 :Lj O ►>-IMO M Q Lf) � U')d (A 'i V" Q U_ fu DC U Q 00 a z �� ro WJ C:) d' OZ tto 3Q z d ¢Q f� U z O O OO d'O w w Q t n a IX O W Fz Q H W O zz o C U `• jG- � gz Z w S � fu L /�� L J I-- Q o N O _ �¢ U w L O LL Y9 .Oar4 WA280 oz A zao W C J �aaa Z fV 0 �� Z . a J Q LLJ 0a�_ �z0 � � 0000 Z W Z Ln Z a m Oi Z W z �O az � g = uj a cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO' 10 SHEET NO. F 1 I�.:i11. I&Il fi: as ;i iii ._I.. I I f A I �� i I T �i —� T Ii Tl e 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 #14 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer MAIN '�• O 2/0 or 410 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED _��t INTERSYSTEM 4 Bare Cu Ground �#4ROUNDING 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 I-® 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 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT }� FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER WWI ELECTRIC PANEL _i DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J <1 /> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WP GFI PATIO DISC. GFI : 'WGFI r------ I I H.B. 1TGFI • — 1T-- OPT. REF. KITCHEN I i I I ------------- ----- QGFI I IF 0 DINING ROOM /PENDANT AS \ / PER SPECS ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRED J FAMILY ROOM � I I VERIFY METER LOCATION WITH BUILDER H. VERIFY LOCATION " IRRIGATION ELECTRICAL PANEL FA.F.F_ I I I � � I / \ I � � I I I I � I \ \ I I GFI FOR I GFI @ 44" GAR. DOOR JL A.F.F. GFI � I 2 CAR GARAGE I I I I I I I OL ------------ GFI @ 44" W.H. 'A.F.F. . ....... FOYER N \� FLEX ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE GFI MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" Z M 0 _ C) z ty QQ E3� W � V w O 0 Cn a o 0 t/ w F— O IV cm M C f0 M N -2 P7 �5 04 U dj O L V W u) _ C0 O. n � o &: �Q o Al Ix HHDDCC � U N c1z 1AZ co o WS"4o .�.. N � lL W �� N w Z 4�� 7 1=24< N'a Em o 0 m m W 49 LLZ � Q N - J N O U O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 ON Z 0 N h " 4-J p F>(% M O M Q U Ln a to U_ Q ^ QC U M ,--I Q � E Z M W A 1,0Z, od u, za <¢ Z a9a11 Q EZ80 J IZ ZUzQ -WZ J 25� 2:W QL LOU 01O 82 U U LU coo f 1� 1..1� Z Z z O >- ■ r u Zz Z -a Lu 7 � L!') Lu FE > N ac z o OU W O J LL °0Z Z U�m CQ ra�Q Zowcza a �t- G �aa3 g � uj N Z Z ZLn LLo9W �nut2 J t1.1 W o 111 � ¢a M Z ~Z Lr)t—ua� Z Q�Z m o g J Z ¢z 0 = SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 200 AMP #12 Copper to 20 amp cos #10-2 copper to WH #10-3 copper to Dryer MO2/0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING 44 GROUNDING 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 FF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FVmF HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH P4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ;iicv EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F O THERMOSTAT Irl ELECTRIC METER Owl ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT RECEPT. FC UPPER ELECTRICAL PLAN SCALE: %4'=V-0" CD Z th — O J Q. z t�o1� CD C_/3 4- w Q O = ~y o 0 m V N M co LLJ �gg ~ E C M co O O N _ t � � 00 U to0Yizz, :5 oV ¢ rn rn Q o I `N\\�\C- B D C ® V � N N_ � N rn O cli Q) ul N co Z au N Z U III IJL Z W N M a N W W W Ck110 Z O ¢torn Z o0 0 H m?3co o^ M o mm mLLZ W N 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. 0 0 Z [V O v 1--1 4-J 0 l>—I M O M Q U-) (0_ Ln n a V)Ul U_ Q ^ V � 0�0 Q � Z W J� d' mi oz 0 4 0 za �a Zw Q oowo w J =o�Z 0 p w ol 8 ���o U LLJ Zz yo fz Z -a LU ru W F Z0 0 G w/ N ac o O J Q U (/) O J 0�z J LL �J Z Vapo rj a Zaoa I\ C w J �az< Q a d- oLU W�0 N w0g Zr_ju0 woxFw =u__J a lJJ Z z a F M M w �Cz z 0 a m Q J Z a z � J = Lu �-+ a cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. 4.1 - I - � 11 � A . , I . I I TI-1 1 .1 A--, L. I- , A "', , 1, ''AT—TITI � —I I i I i 1 1 1 __T_F_ - I ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. INof SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.000000 0,000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1535 1474 211 737 53 368 411.0 276.0 (Zone 2) 135.0 -NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ, IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN, OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed u1 CD e o N Q 13 Cl- U) z V) CD Q) c_0 w O w Lh 0 t/) o 0 S.! w r— E N M Cn mNco N U C)_o r LL � Y f� <mAl �oc:) �Qo I N�C�B�D�C �a • ter/ th O LU • ' ul .o L rR z LL �j f f , T To the best of the Engineer's k o I &� ,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 N I -I }' O _ O M M z (0 Li) a (n d' (A ON a L U fl. ^ � U C). a 3: E" (° z � LU Jo MJ OZ Ln CO Lu Q za f r~ w¢�[r ZOO Z�wtr V Z Q I—�ZZ w �2�w VF w uJ O zZ o V z Z Z rGw L Z - K Ln (0 Lr) o > IN ¢ o a U (!) J 0- Lu ow Oz I-LL�U�¢ 9 xOU O Co 0 N ce < QLLJ � jJ Z Q ~ z LU N o <�2r. J ul r-i 11.1 2 Q Al0ZO 2�a 00 M Lfi Q Z Z awZ a� Oi Z _io m 06 � =LIJ 171) aw ,-� a V) SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. 5.0 I 1. f I c c TYP @ 2 STORY J S6 H.B.Q.. I ■ ■ ■ ■ ■ ■ ■ ■ IT O ;n — ( 2 STORY CC (2) #5 REBAR CO kZ3 I VERTICALS w/ in o 1 FILLED CELL ■• I ( I _ rr " I II II 0'-0" o o II L JII 3 , I 1 I 10'-6" F_ - - -„ N 4'-11" • I I I I I -}- CJ --CJ II I - o - `r 4'-0" 11 I_ LII -_ I - - - 1- - - j - - —� -- ------ �J - ZD r o N `? ;n STEPS AS I 3 112" SLOPE7 KITCHE SLAND ( i �- I 1 CHASE I REQUIRED PER LOW WALLS FIELD TO I I ( CONDITIONS : I ISLAND I ■: I I r I 1 3-1/2" MIN 3000 PSI CONC. I PROVIDE 1 Y" SLAB FOR HERNANDO I L I RECESS FOR COUNTY ONLY 0 o S3 SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I MASON'S SLOPE I SLAB OVER 6 MIL I 2 STORY I 1/2" FOR WIDTH VISQUEEN VAPOR I BUILDER TO PROVIDE I I 03 BARRIER _\ `-' APPLIANCE PROTECTION CC (2)#5 REBAR I r WHEN REQUIRED PER FBC VERTICALS w/ in I L_ — — S3 I iv 1 FILLED CELL I 19 = N ■. ( -1-CJ �baH�--------�—------J o (- r TYP@2STORY J L_--------- — -------7 • � I T PROVIDE Y2' x 9" _3 1/2" 2'-6" x 2'-6" x 1'-0"' RECESS FOR FRT. DOOR SLOPE W/ (3) #SS E.W. 01-0.= TOP OF CONC.I PAVER TO BE 4" co L o BELOW FIN, FLR. v S3 STUB U :::::: ::::::: — — 2ND FLOOR I I 1 I FOR A/C : 12'-6" o iv G b� S3 -_' - �' j�j� I CIJ ,- Gd l r 11 CJ x 2'-6" x 1'-0" W/ (3) #5'S E.W. b N N _ r / - t 1 i 19'-0" 6-416' L Jf ; INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY : I I I : ; : ; ; ; • ; +-� BEAM W/ (1) #5 REBAR VERT ( _ _ ABOVE SLAB TYP @ ALL PLACES CV �I SHOWN HOOKED FTG. DOWELS 5" I `C' 00 ZY)'I i EMBED W/ 25" EXT. ABOVE SLAB ' I \ - "GRADE 40 STEEL" ( I • •19 iv '- / HVAC CHASE BASED ON I — — J I 0'-0" ((J C�T 0 0 > I LOCATION 5'-4" .. 16'-3" S6 ......... .............. ......... ..... ........... ... ..... ......... .......... :....■ 6'-4" M-0 TYP @ 2 J STORY S6 4 5"4" L 2,_2$„ L 2'-1$" FOUNDATION PLAN SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W Z J • .. .. U) d CONTROL JOINT DETAIL SCALE:1 1 /2"=1'-0" #5 CONT REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER ' ' o' ,-` ' BAR ONE FOR EA. ' _`> ' HORIZ. REBAR, TYP. U.N.O. . •. ...., �; • • '+- *"Alternate: ; �; , �'; The reinf. bars shall be cont. around corner by cold ' • • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=1'-0" U .- M 0 o N d +� Z (/) (D O U-1 ZD E o-- . N LJ ot- m M LU 9— U (D 0)cl) O O N C) L U_ pY� i W Y MEN=` rn O Q rn <C O ® X­B D. \ fl j p 7— LJi CASew a To the best of the E is I or E , and belief, the structural p �� ;;ppr�if'l!ic i in d within these drawings complj<SAtidj'q� F orida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O 0 Z o� z > (n M (70 4- Q-�p� in. V) � �• .; (A Q lL L!) Q � \Cn < (.� n• 00 Q7. � Zro W J � C>f' oZ O zu, a <� Z► Wa21 oo�o zWW� �Zz �a�W z 2,2e'Eo N l J � OI 8w° oZ I— < ZO QU x Z 0 ^ L l a z -0 I\ z 3 E 0 V Lr)Lu p gmg O°o J X U T� - zLU ¢za z N oo�g �-o,u_o L1J Q Z $Z o wa8 000 re)�wz Lr) O� z Z U a� z m 06 J = �o a z ,-I a cn £ SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 2nO SHEET NO. 6.0 CKING 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 - 1Od x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. Ill 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. l 26 10dxl-112" HTT5 3225 5/8" ANCH. /(28)10dx1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 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 1-112" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 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 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 1 1065 605 12 -10d SPT24 1030 12 -10d HCP2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REl ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L 1480 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) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 iTl� STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER -(A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. 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. �J _____ 7.0 STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE T613 FOR INFO F " FOR NAILING INFO.) PLYWOOD ' _ _ _ _ _ 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS FT5 I I I I I I I I 2x CONT. W/ (2)-12d CANTILEVER I I I I I I I I BE NAILS @ EA. TRUS FLOOR TRUSS I .1 11. 0I I I I FTB 2x4 CONT. RIBBON W/ (4) FTGE5 16d NAILS @ EA. TRUSS 2 G TYP @ 2 STORY AA 2x BLOCKING W/(2) -12d D2 NAILS @ EA. END SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" MAIN FRAMING PLAN, (D19 Z M — o Z z Q a Cn 0 cn w O w E V)o U 0 w — cg �M N @W Cn N 0_OCD U�' rtLSO oM N ,z le o <C v> rn ¢ o N C co !N �� vu Unit" , IRE y�0 01.1 C ASIF F_... N � W �,g-�W C. To the best of gene t e, infgC ion, and belief, the strudu Sys andspecific a, q lbntained within these drawings Floridaciir{¢4i�; Building Code - Residential 6t � ion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z fV O cu n Pill 4l z > V) M O M Q "Q Lti d cn•Ld' V) Ul Q � U- fl. z F. M fu V Q C OC) z WJ C:> d' s �Z 0 o�0 za <a z Lu UZOp OUZQ ¢ — , > u O aWzu. 0 SF z uo uj Z ro L0 Q<Z CC g O � 0 L /- L -. ) rr 4� N > O o 0 LL LL Q 9w O u- o �i o 0 U0 V m C N oaoa z ;az< Q z o��� z J N di � afE a0oa rl LJ.J Q z o Z o � W V W 00 z�z a z m 0 CD 06 Z -1 W 2 �o `�2 SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. 7.0 fir_ ---I -- - - - -_ - i Ili[- i _Ji i 1 111 1 1 1 11I F 1 1CI II 19 DRY CKING 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 18 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. 11810dx1-112 HTT4 2715 518"ANCH.I2010dxl-1/2 J HTT5 4350 3740 5/8"ANCH.12610dxl-1/2" HTT5 3225 518"ANCH./(28)1061-1/2 K HD38 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD58 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD78 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 "" 1335/2820 "" 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 "* 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 1 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" 1 MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d 5PT22 685 8-10d SP2 1065 605 12-10d SPT24 1 1030 12-10d 645 555 1 12-10d X 1 1/2" " MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) t+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1'-0" (D!�2 z_M 0 z d_ a U) z V) (9 Q) cra w w O 0 �V7 o0 U E 0)M CA co c N — _ �? ^� a) o �0 �oo 15 � Y 1, <i rn z rn ¢ o N rvC A/ M J & �. Fi..C.' W �rxt Um Lu" < To the best of the Engindlcno e g " itorrYhationt belief, the structural plans aWsr44fl, tions'�cQqr�ap within these drawings comply wiflr fl��iF��i3'a 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 cV O aJ M O M Q a cn•�d' ON " LL a .�. U �- 0�0 Q � u Z l(0 W J � CC' 0z V) Hs Lu za <a r~ UZOp zwzJ=wz �W¢m— 0 a Wm az 8 O �r Z OO ~ULux zz >o Q �z U Z Z LL n1 Y EY o N 0 U V) O J �< LL uj 89 J O0. x OU O U E Ns Ir 0 WZ Nrl Z£o J Lr) LJJ z g L o u, o05 z LU 48Q Q 00 In �z Ln qez O Z Q �o ¢z 0 06 J = SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 2mO SHEET NO. 7.1 __ - -I L IL I I I d 11. 1z Id4.... JJ I:: Li _ I I _. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with 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 . ; FORM do GROUT SOLID 0 0 O O O 0 8F8-1 B/1T 8F8-0B/1T 8RF6-OB/1T Q (A © © LU 0, O 0• 0• •• •r r V O O O O 05 BAR CONT. 8RF14-1B/1T 8RF14-OB11T 81=16-013/11T 8F16-1B/1T 81=12-16/1T 8F20-0B/1 T V © V' LINTEL DETAIL I '• •� F5--W-T� SCALE = N.T.S. i TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1 T H a m tNOMINAL, QUANTITY OF u7 WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT O 0 #5REBAR ATTOP ALTERNATE POWERS MIN. (1) REQ'D 1/2 LEAR STEEL LINTEL C 0 A °a d ° .M.U. #5 REBAR AT TOP n ° n MIN. (1) REQ'D ° Q 1-112" CLEAR a � J � 45 REBAR AT BOTTOM OF ii Z, - O N LINTEL CAVITY L) BOTTOM O tr U O Z Z REINFORCING ¢ ¢ O PROVIDED IN z 66 p w Ln LINTEL Nc ¢ ib b 3LU (VARIES) y LOX MATERIALS . cif precasTTntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 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. 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) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4' TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR )/" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END --16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to 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 plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL rJ-8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL 8 SCALE: 1" = 1'-0" 4'-6" LL (D 6'-6" LL O 5'-10" LL G MIN. 5'-4" LL r r . (EIVIIN. 17'-4" LL O 5'-8" LL O 5'-8" LL O 5'-8" LL O 5'-10" LL LINTEL PLANI SCALE: %4"=1'-0' UILO 7e- CM _ CD CD Z Q 13 2 Z V) CD �-� w w LU F- V) r- 0 0 m 04 U LU EEp U a� M LAM 0 O N U� L Of SO -o.o C Y Q 0) U pp V ¢ O ® D. NBC-B-D C ��• -• oo .110111111M o Z 0 A N co h Z U) J� N C r J ill � � �' J-�,• �N UM • £�, r� �J• °'� •. V To the best of the E'. Fr eer s�5npw)gdge. r�l[ n, belief, the structural p 4>, pn s''p''ehfazytlo ntta within these drawings coM ith the 2017 I;�i� !f-' o Building Code - Residential �'df otf &'EA signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z 0 (3) h O M Q 'gyp (n •0 G Q IL I- CL M lY U a 00 Q � � fu Z W J � d' za w¢°d� Vz00 � • U U ZUJ W ��zaz tCLO n O �L O UFO w ON z0 Ln Q U Z 0 -0 15 D fu Lr) z �Q a� o Z UU t!) > Z LU u 0z 0 F- V�V¢ wXOOU N A 1 ` 1 J Zaoa w O J CwJQQq Q 8ClZ0 Z LU N N �1 � u 5,0 eaX Z w -,g°j J -I LLI Q � Z L, o z o PQQ ¢wz M Ln Z a �z 0 � Q J LU = ¢ z LU SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION N0. 2.0 SHEET NO. 8.0 H 11 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 HAS THAT LUMBER U S BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WO OD ALTERNATIVES HAVE BEEN CREATED T CA .MANY F THE C E O REPLACE C -C 0 E NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: 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 4 SECTION R308. ,ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) 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, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5fTMS 402-16 & ACI 530.1-13, ASCE 6(rMS 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 WINGS ARE DRAWINGS T ENGINEER OF RECORD PRIOR TO 0 BE SUBMITTED TO THE 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 GUAR RAIL SY TEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3,1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1, 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fly = 40 Ksi 4,1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 WI 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. T AGGREGATE TRENGTH F THE B MORTAR HALL B F'm = 1 00 PSI HES 0 E BLOCK MO A S E 5 MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0A31", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL E OF E CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE SET THE C G G A GN WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4. 8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 I Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sigqn which identifies the termite treatment provider and need for re -inspection a, 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. Irri ati n/sprinkler systems including all risers and 3. spray heads shall not be installed within V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FRC R318.1.5 onCrete overpour and mortar along the foundation perimeter must be remov betore exterior soil treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13, FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: RESPONSIBILITY T IT IS THE CONTRACTORS 0 REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. U� Z M O z N 2� J a z U ' cr3 � � p LU O � N Cn o 0 r U L U F--- N M c M M N -0 1 O O C.,00 U dj U N L_ LL _ n. CD 0 Q rn rn ¢ o ® N.C.B B. D. �C D [! �� N cv U) 02 S iz�YaA'N JWe y ' .� i'� ,_,_,gu m h a a �w N �r pit - N st . To the best of &g.gie� 's knowledge, i�" ti d belief, the structG�'a� laws a'la'PPICific I'jtrg con �d within these drawih M ly wiOf f"K 2017�, a Building Code - Resident a trio , eE��jSgreer's is for tl d §tri�'ct63 41 signature and seal only engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O Z c11 O a) N 1- 4 .t.j C:) Z 1/-I M O M V) M Lr 4a)_O� Q " LL oC V fu a E00 Z WJ � oZ o Lu Za Z fr UZOp ZLUw� ==)z4z � 0 Lu aw�'o V U uu �O LU oN Ln 0 Z o ¢z z Za O z(n 3 Lo J o z o > N U V) J U o� oz a m a a oao< N A 1` Cl) Z w Z J � Q Qa¢ o�Zo o z N E u- WJ wdwO w �W a:oo rl W Z Y /00 M Q Z 6ff� w od w Ln C)�Z Z L D Cyjj 0 00 g = a Z n rA 0- V) SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. SIN CORNER OF HOME GARAGE SIDE J Cam' w J m 0 ROOF DIAPHRAGM NAILING SCHEDULE RIfX;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O + + + + + + + + + + + + + + + + + + + + . + + + + + + p + + + + + + + + + -I- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 60 ++ + + 60° + + + + ++ ++ + + + + + + + + + + +++ +++ + + + + + + ++ ++ + + + + + + +++ + + + + + + + ++++++ + + + + + + + + + + + + + + + + + + + + + + ++++++ + + + + + + + + + + + + + + ++ ++ ++ + Uj — 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS 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. Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P — 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap / FILL CELL STD. 90° HOOK BOND BEAM CO w `t CONT. #5 STD. 90° CONT. #5 BAR HOOK BAR ,7 � #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" 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 2x4/Plyght fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. SB 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 LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. ----- - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1l16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 00 O 5'-0" a - STUB OUT FOR 1'-0" 0 9 0 LO GAS METER O 0 1 � O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-V (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking I Ice 3" /1ndl nails nt 6" n r. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 11 Web Stiffener Fastener Schedule Joist B aring Location Series I Depth I End Intermediate BCI 5000s® 9-1/2" 1 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 1 2-8d 5-8 BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 1 2-8d 2-Sd 2-8d 3-8d 14" 12-8d 5-8d 16" i 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 1 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d U, M 5/8"1 THF BOL R TRUSS "OP PLATE LC TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 a NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d A 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION higher than 15001b. TYPICAL HTA 20-18 / HTA 20 BLOCKING PANEL, INTERIOR INSTALLATION TYPICAL MTW INSTALLATION Vertical load transfer =1900 plf max, along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoidfl PLUMBING LINE vertical plumbing TOP (2) #5's x 4' 0" 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE JOISTS OFFSET A/C CHASE 4" PVC PENETRATION N.T.S. SLEEVE THRU STEM ° WALL a . Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— an C.0 t 6„ A 1Yz" ROUND HOLE MAY 6. 6" —DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 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. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Joist hanger Backer block (12" wide min.) III 1 III — II 11-11 I � = I I —4 Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °. a .. FOUNDATION INFO 4 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. 1l4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN t-vl, unmoC 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. BELOW GRADE PIPE VERTICAL THRU FND. G PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" CENETERED @PIPE PENETRATION PLUMBING LINE a 4 4 / 4 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 d ° 4 4° ° Qo G a =1 El ° I �L�° I�,Ijlll SEE FND. PLN. SIZE & REINF. cD V zM 0 e o z N Q El- Cn (D � W C6 p W O T ~ o i� V) k— o 0 ap cN C)Ql Cl) W s ~ $ MIN00 mtoc) O O N C:,s = �I �IU LL eo Unoo Q CM u7 v rn ¢ o N c 9 D c v aCa m �: 1J a N 00 o R Cq U) Z 441110 ln, 2 ✓ W"V' -C1 Zb.`�cr aaa� �.. UMz O t°i �. To the best of the Engineer:'q,�nowlLdgeanforfi tion belief, the structural plans anVipaepifcations coaqt within these drawings comply with Ykiii.kOF j jm id Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 0 O Z N O W N ��o k>1 M O M aU-) M`" L_ 0 Ln Q P J.- Q e- , QU a OC) Z c0 CD WLU Ct MJ oz ce0 wo za a� fF �z080 Z OW W K z zz ��w a ow, O aV W N C1) W Z Z ;o fz Ln 0 O 5 ro � o > N Iiz o U U a Lu W oW oZ tV A 'ate` �/) V Z¢0< W O J (D z Q v O g z (V a u_oto Z J Ifs LU W z z l- W _ ri w la- U.0 2 Qu 00 ro Q Z aWz Ln Z Ln g Z J ` z o 06 = Lu r7l ,-I a to SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c� @ 6" MAX FROM END OF 2 x PLATE E (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 0 ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I MI I '=I I FOR ROOF PITCH 4:12 OR LESS.- ' �I ICI I I —I I _ PRE ENGINEERED WOOD 11-1 IFLI ( I I�—� — — —,III- -]I I I=1L=I TRUSS @ 24" O.C. U.N.O._ t- f I I I —III —I I I I �I I I II —I HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N 0 2x SUB FASCIA 2x #2 SPF STUDS - -I @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE i, 5/8"OR 1/2" HIGH STRENGTH -/ TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2"HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 5/8"O .) /2" HIGH GYP. TYPE H @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7116" O.S.B. CONNECTOR U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL (1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-T. SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK SP SPT22 CONNECTOR SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) 2x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @24"O.C.) 2„ WWF @24"O.C.) 211 6x6W1.4xW1.4 a ° WWF OR FIBERMESH WWF OR FIBERMESH O �31/2"MIN. �31/2"MIN. z a ELEV. 4-3 1/2" 4 4 a 4 A.F.F. Opz o . °—II IIII—IIII °II3° •.=—�II I e _ 2x4 CONT° w b 3 e I= 1 11 _ 1/2"(a a°a - min.) 1 I=1_a 4 00 „I=E_�,II a 31/2 (min. �1/2„(min.)-4;=I—GARAGE DEPTH VARIES 11. -4" =1 I MI I-1 If `-rl 1=1 I I I �I 11=—LL-I I I I —I I' —III it I I I IZI—I 11=—LI f=1 I I I —I 11 ° ° g ' 1= =—III—III II I I —I I =1 11-1' (2) #5 CONT. 4„ ' t—I i 11- -I I 1„ 8„ (2) #5 CONT. 4„ I I -Ili, 4hI I -I I 8" U.N.O. MIN. �'� U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL (ED STEP a SHEARWALL � C � TYPICAL BEARING WALL @STEPrc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" 8"x$"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. THIRD POINTS @ 2x STUDS @ 16" O/C l�'' NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR �; LAYERS W/ TOTAL THICKNESS 7/8" OVER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR „ „ „ 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR BOLT INFO. 5/8 x6 J BOLTS BOLT @ (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 118"THICK. K.O. BLOCK 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (6)1/4"x3 1/4" TAPCONS 6 x 6 W1,4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR / USP SPT22 TYP. #5 REINFORCING SPACED EVENLY FIBERMESH BAR Q BOLTS 6" MAX FROM ARCHITECTURAL 2x P.T. PLATE WEEP SCREED INSTALLED W END OF 2 x PLATE FINISH ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR11 0 1x2 PT WD FURRING @ 24" O.C.—/ = GRADE o ° . GRADE 40 MIN. Fy= 40ksi _ a N z_ #3 & #4 LAP SPLICE _ _ _r (1) #5 VERT. IN FILL z M D - [GRADE 60 MIN. Fy= 60ksi]—11-11�J p . MONO OR STEMWALL . p. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] a 1—III—III—I I 1/2 GYPSUM WALLBOARD u ° - - w U.N.O. CELLS (SEE FOOTING MONO SHOWN p p o Z I I r=1 �I —I - - _ w II r lI II — FOUNDATION PLAN FOR CLARITY D ° D _ - - - O0 6 MIL VAPOR BARRIER I I I I I o ° I ,�-�11� _) I - O° R 1 7/$„ U' FOR LOCATIONS) p p o ° o =1 I= = ° #5 REINFORCING BAR 1x4 P.T. BASE NAILER ° - _ _ _ - z I o I1=�I=I1�I1�= - 4"x4" INSPECTION o D° III —I I —III —I I —III —I I— I I I • I I (—II M 1 #5 LAP SPLICE I —III —I 11=1 I I —I 11=1 11=11 � j� 31/4" BASEBOARD PORT AT EACH NOTE: g III=1=1 = = = - N COMP. SOIL. (COMPACTED TO I I I I ° a . 1 �111—I11=_� I 36"MIN. LAP [36"MIN. LAP] FILLED CELL TYPICAL *FOR BEARING WALL -1 I-1 I= =1 = I r 95% MODIFIED PROCTOR ASTM 10" W/ UPLIFT ONLY _ _ _ _ _ __ I� MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III= I I=11== I==III==1=1 I I= I= =1 1=1 I 1=1 D1557) I I (( III 11111 11111 MIN PSI MAY VARY PER TO CUT BLOCK OR POUR = = = = 1= = =1 I=1 I = = -III= = - 4" 1'4" #6 REINFORCING BAR #5 STD. 90 HOOKMUNICIPALITY.I� II I� �I i I ;III=1 1-1 I I= i'- #6 LAP SPLICE CURB DUE TO SLOPE CONCRETE WWF LAB W/ 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF wIBERM .4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 00 CN ° P - Z_ 6 x 6 W1.4 x W1.4 ° O0 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR _ > - I = - z T min. 4" BARRIER I P 4 a CV e' D • • — COMP. SOIL. ° — a O° — — — (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" �S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2 ROWS OF 2 BLOCKING BLOCK WALL BEYOND 14" O.H.D. RECESS z M e • y—=--i•T i . 4„ W T I IT SEE A/S3 OR J/S6---- -Ill1 j I I ITI !Ji 11�- FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" GRADE v —1 111 rl—III—III—I' _ -(1) #5 REBAR w/ OPT. I I I= I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV n 6. ' _ I 80 ,IIF 1 SEE A/S3 OR J/S6 --` -I! I i I 1 �,I 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. M SEE TYP, WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. 53 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL -' P.T. 2x 1/2" GYP. BD. 2>, HOLD GYP. BD, 1/2" FROM SLAB 0 CONT. BEAD SEALA� INTERIOR d.a d a -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 ad 50 E_ Cl) 6 MIL VAPOR BARRIERi 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 314"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE :_ - 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 cal M WWF OR FIBERMESH m d K S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) . 6x6W1.4xW1.4 WWF OR FIBERMESH r e p . III — I_ II II�IIf=11�' r (2) #5 CONT. =1 I I -I I I I , , I I=I 1 I, , I P_ ON 3" CHAIRS (TYP.) L„ 1,4„ 8„ TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR V�ARIES� 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) n I WWF OR FIBERMESH N_ I\ I M BEAM SIZE & r 2x4 P.T. CONNECTION INFO PLATE 7/16" I I O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ _ I MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION z ATTACHED PER NAILING w SCHEDULE IX W o� 0'-0" FIN. FIN. FLR.A IV SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"4" TAPCONS AT 8" O.C. 1ft1hTi1»W3k11I SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS `ii�i%GAO; '--- ii �i ii ii . • . .� •a LA . 1 V1\ 1\L1191 . lilt V. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. / M SCALE:3/4"=1'-0" "ll S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD CONT. FOOTING STEEL \L MAT REINFORCING. ' 00 GRADE- - a M LU 4 ICI—ICI d d • —ICI 0d z w o I —III —I =1—I 11=1 11-1 w °o o `Lij /) z 1111111111 °� I 11=I I l=III - z a U) l=1 =1I=1I I� III=1I=1I1=1I—=— FOOTING W =1 III=1=1 I I-III=1 I III -III -III_ 1, l l 11 11 l 11 i 11 l l 11 l l; ,l l -III-III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 C9 P_ Z M O — O Q J CL U) Ga l/•) C9 4 -' w �U — O � s o o 0 U al M W E — — C (U M O o q U = $ - I.L.00 17. N 05 pQ o <0 Sao A ® N f -0 c� ii3b3 O CID a(k-S gc Y �; � 11U7. Z O ¢ 04 w o �. ° N - I� To the best of the Engtneer's knowledge, Inforlon❑and' belief, the structural plank and specifications contained'' within these drawings comply with the.1.1 Flotilla` Building Code - Residential 6th Edlil Engihee'r's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1< O Z O I� H U M O I M Q U-) CID_ Ln L_Ln a LL �— p- e-. � j Q z3iE W JC� oz Zo za VJ U- Z' z o U Z L w I-- =oWz J J Q a o- O n RF�oJ J W Z O a Q U Ln O 5 L z fV o Q U _ � Q � a LU 0� v o J �Z1vU"0 J O u,0ocdJ Ulm" N h V- ZaoJ Wiz¢ a Z N Z w LA w �afE =¢�= J ri IJ.J In p z o sa8 00 a z awz �k Z o m 9 _i a Z O 00 = ,--1 a- cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: M.IAMES VERSION NO. 10 SHEET NO. S3 YL (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 PLATE EVENLY HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN BOTTOM PLATE W/ (1) 10d @ 8" VARIES�_2x O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. 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/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER F.STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA**� SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 8" STD. 90 HOOK J 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ILL NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J LLI T > 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ...; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. Q POURED CONCRETE BASE FOR BOTTOM OFMOUNTING 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 ny L EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -- t 1ST COARSE 2ND COARSE I3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 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) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO OCKING W/ 2-16d TOE NAILS LaB NOT TRANSFER LOAD. EACHEND WALL 4 a 4 DOOR STOP 4 w U a a MOLDING d2 a 2x TOP PLATE U) V2-16d GARAGE NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS a a FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS EA END EA END EA END EA END (1) (2) (1) (2) (1) USP LSTA30 (2) (3) (2) (2) (1) USP LSTA30 (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION ✓��/'I' 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 USP SPT4 w/ (6) 10d x 1 %" @ 24" 1 O.C. (2) 2x HEADER SEE PLAN S4 10d NAILS @ 8"------(1) INTERIOR HEADER O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) TOENAILS. ONLY DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS NO EACH SIDE -2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/& ** HOLD DOWN CONNECTIONS Op�00,Q NOT REQUIRED @ BEARING FN/iyC, WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. S4 FFUSP SPT4 SPT24 LISP 2X STUDS @ 24" O.C. A I SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. i—CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKIN7(.) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 4�., SPLICE STAGGERED O/ST 10d @ 8" O/C ATTACH ALL --/ Q1_J EXTERIOR STUDS W/ (4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+4 F= 2240 LBSUSP J USP SPT4 SPT24 C USP SPT4 2X TOP PLATE T, OVERLAPPING ROOF TRUSS ABOVE /^ 2X BLOCKING /8"x10" "J" BOLT \-NAILED (2) 16d TOE NAILS @ 24" O.C. MAX. INTO 10d NAILS @ 6" MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING BOTTOM PLATE TRANSOM FRAMING FRAMING SECTION 2X P.T. SEE SECTION AA/S1 2X8 WALL ABOVE PLATE AND BB/S1 FOR ADDITIONAL DETAILS ENTRY USP SPT22 K.O. BLOCK W/(1) USP SPT4 J-BOLTS @ 24" O.C. #5 CONT. & / RECESS /ASP SPT4 USP SPT4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. a MASONRY WALL a 2X8 P.T. BOTTOM P TE C A D 5/8"x10" "J" BOLT @ 24" O.C. MAX. B USP C (MIN. (2) PER BOTTOM PLATE) C USP SPT4 SPT24 USP SPT4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. NAILED INTO � TRANSOM FRAMING PLYWOOD E TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES o SHEATHING SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S4 BB/S1 FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES B DETAILS & 8" O/C FIELD LINTEL d Qa a USP_ SPT22 /- SP SPT4 a 4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SPT4 PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 zu, � —o z z U) z tn CD Q) N (Dru I l_l p 0 LU nf E 0 o 0 V w ~ N M CO C M C, N — U O O -CEco U oYao C Y ¢m Lo O d Sao ® wS e .N_ &, _Z J,LL N .. di M.., W.L �t LLj t+.d Z ° _ °- " ° CD .• LL�t9 LU To the best of the Engineer's knowle g�,' htfo�frfatlon, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z0 O F-4 � CD (/) M ON M Q U Lr) z Q Ln < C LL CL M CY V o- o Z WJ � d- ;Z CY2 z a fg W¢-� oo08o Z w w K = z z Moto 0aE Co U oZ Z' o Ln Q U O s L z 0 t'V O U (!) U) J �¢ 'o u_ o 0 �a� L_Ua oa N � 0 Oq .aZ3 Z a w W Ln LU Z, LLJ Q 2:o Z~g g OMO LPG Z U a N m 4Z W _,Z o ¢ in Ob J = z T__I a cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. S4 UA z _T__T1 F-77- - - SP HGAM10 W/ (4) 4"x1-3/4" WEDGE OLTS & (4) SDS 114 1 1/2" SCREWS SEE STRUCTURAL SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL - SEE BLOCKING FOR • • OUTLOOKER ELEVATIONS) FIRST FOUR @ SEE STRUCTURAL — ROWS OF 45° t 24" MAX TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TRUSSES @ USP RT16 OR FOR FIRST FOUR Dd FIRRUSSSEg U 4" MAX. EA. OUTLOOKER SCHEDULE FOR EDGES 2x4 BRACE EQUAL @ EA. ROWS TRUSSES @ 3' @ 24FASTE" O/C. C(MID OFT EDGES SHEATHING DETAIL IN SHEATHING APPROX. 8" FROM RO OUTLOOKER EDGES OF O HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 CROSS BRACE CROSS TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. S FROM 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ () LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) EA, END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL -SEE NAILS @ EA. END SILL �� 1/2 CDX PLYWOOD OR EACH JOINT W/ 2 10d O USP RT3A WITH 8-8d WALL SECTION FOR SPACING ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ py FROM LEDGER TP 2x4 PANEL BLOCKING ATTACHED W/ 10d EA. END BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING 1 AND 12" O.C. FIELD END TYP. TOP & THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W! 10d NAILS (2)16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE /7 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48' 2x4 BLOCKING w/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH MOISTURE BARRIER W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION rT� TAPCONS. SECTION 2 SECTION 3 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. 55 SCALE: N.T.S. 55 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR r SEE STRUCTURAL — X-BRACING, AND TOP r CO ' NOTES AND NAILING CHORD BLOCKING SCHEDULE FOR INFORMATION `° � � SHEATHING DETAIL 1 12 2"x4" CROSS BRACE WOOD TRUSSES 00 co APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 X EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING 24 @ " OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C W/ 2 -16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. IN,,S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 4INIMUM 2x :ROSS BRACING PRE-ENGINEERED SEE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj-"*l 12 6.9 1 MAX. SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 �-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24" O/C TOP CORD DT BLOCKING FOR USP RT16 6R FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 8d @ 6"O/C WOOD TRUSSES (2) 16d NAILS W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL-' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ _ .a 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. �S`�5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP - MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 1Od @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C DT TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM 7 -4 BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE -� FASTENED WITH (3) SECTION 4, 16d PER SIDE SCALE: N.T.S. 55 SCISSOR GABLE "T" BRACEr7 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (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" 0'0" - T-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2'W" #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 10&3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. ✓90� o CORNERJACK 0 a Y Q w zz LL 0 U HIP FRAMING REFERENCE PLAN 0 z W a 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. CJ LU ---- ---- LU 0 o 0 z Q W W co o 0 ;t Q o � o X Q q o � o 0 d W Wei NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" 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'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION M o _ zCO z U) z (1) C—/> 4— w p •U — LUO 0 0 =3 CO o w F E 8 M C N (V M N; O M 0 _O _ rr �� x- LL 0000 = ns LO 2 0Al 0 rn ¢ d ® BID. 0 W pp e1 ((pp O of W =u o v a zQ��d4a,` .A LL Lvi Is e;. To the best of the Engineer's knowleidgg, lofi&rmi kio belief, the structural plans and specifications cprt�i6 within these drawings comply Wkkthia, 2917%6'Ioritfa 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. 7f O O Z cV 0 � N ro � M O Q � '0 a V) a U- L- CL ,� oG fu Q C O Z W O W JC:) J oZ LLI Za aQ �F WQ W d UZrjO ZWYW S � Z Z O� oWE�o W zz Cl) <U x 0 L / J z z -0 V� L� w 0 Z > (V o o U ,^ �./ J J Q / LU pW o U a m ooa TF A ' L,L ¢ Z uI Q J W nZQ Q -<. z Z N �aP J Q z a�Oz LI, o Z o W U uu Yuu Q Q Q uu Z /Y1 W Z a = U) coo � Z ¢z rn _ T-4 a cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO' 10 SHEET NO. S5 I L INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (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. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF FOR UNDERLAYMENT -SHINGLE ROOF REQUIREMENTS SEE R905, 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER J LU PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL = NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS LU a = W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R <FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER a 1. 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. USP LSTA24 STRAP W/ 8-10d x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL---- �( BAND JOIST *USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL 2"x4" PANEL BLOCKING @ 48" O/C 1x WD FURRING @ 24" O.C. d AT GARAGE CONTRACTOR FOR THE FIRST V-0" OF END BASEBOARD N TO CUT BLOCK OR POUR WALL FROM EA. END. (TYP.) TOP & MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE BOTTOM CHORD ATTACHED W/ (2) MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH 16d TOE NAILS MUNICIPALITY k4"to 6" BELOW GRADE DECKING - c e FINISH GRADE I I - — —�_ =L1--1I_I—III �' 00 6x6 W1.4xW1.4 I —�=I ��—I . a '' I I —III III ° I I —I I= 11�-1-U - III III- o z FLOOR TRUSS -�—I WWF OR FIBER MESH f—I I f—III—I I a T 11f=1�I I PSEE LAN FRAMING �1=T (3) # 5 REBAR ON 3"CHAIR 4„I ' .,I I I I,I 1— (3) #MIN. STD. 90*HOOK (SEE DETAIL) „ „ 2 x4 CROSS BRACE @ 48 CLEARANCE O/C FOR THE 1ST 2'-0" OF END WALL W/ (2)10dx3" @ EA. TYP 2-STORY WALL SECTION("_J END INTO 2"x4" BLOCKING SCALE:3/4"=V-0" CF -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS E S6 "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 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. USP HTA20 @ 24" O.C. W/ 10-10d X 1 1/2" NAILS INTO BLOCKING TRUSS & MIN. 4" EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS1 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. USP HTA20 @ EA. TRUSS W/ 10 -10d x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4) 1/4" X 21/4" TITEN SCREWS TO MANSONRY f'� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. 8 - 10d NAILS TO STUD PER STRAP LOOR SYSTEM MASONRY WALL SCALE: N.T.S. DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ••dam_ A _ .d < A d 4. A '41 fl �,' .. e 1=� 11- r ICI E I= �-tl I ITI I� 181 I ICI 111 CLEARANCE ON . „ ,� f CHAIR W/ 3' MIN. INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. B 15/32" OSB EXPOSUREI SHEATHING D PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET C G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE I ♦- F SHEATHING w 2 SOLID 2x C BLOCKING @ ALL o C SHEATHING O EDGES(SEE U) OPENING SECTION X-X a V C x W 23 x E H 2x STUDS w BEYOND. = SEE PLAN o 0 I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1A/AI I rl r\/ATI^KI rNIAnnAIIA 4 FT. TFT O O 2 2 5 FT. 4 FT. O O 5 FT. 4 FT. O2 O 1 q) 1 O � 4 FT. 4 FT. O O 4 FT. ROOF NAILING ZONE DIAGRAM T�� SFFA �N 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 SCHEDULE: NAILING ZONES (SHINGLE AND TILE) o W _i ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 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 c� ? (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING U_ F SHANK NAILS) NOTE: Us ROOF SHEATHING: (APA RATED EXPOSURE 1) 112" PLYWOOD O � (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 } ¢ in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH O < �i-O o � 0 � m LL o PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO Z w g STUD AND OR BLOCKING AT ALL EDGES. _ N W Cl LL W 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" 3/8" "S" = NAIL 3/8" SPACING S 314" S 1/2" 1/2" NN 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 Q NAIL INT. AT 3" O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", O AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8d NAILS 3" 0 C O @ . STAGGERED C WALL SHEATHING INSTALL. vFanrniaincKwr, S6 & NAILING SCHED. SECTION 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 1 (2) 2x HEADER SEE PLAN `S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE tiiFR�0R N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS ! (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W! 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN, TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH ed A. I�IIIII�IIIIIIIII ' I III-III=1 (3) # 5 REBAR ON Y CHAIR 4" 1 �-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'4 1) 2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) 1 (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I —I co ;IIII�' �Ig I @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. V S6 CD to Z Z;; — o Z Q r z V (D(z w Q w I- o Cn I— o 1- Co CN U L.1..1 E — 8 tv M co C N M N 'O co 0 O _ a> U O t�� 7 o I li fti Y ¢ � to O V' Obi Q O N Ca-V C EN "A%, g "off U) K4— ll..rn.. fi yam. IL W - Q' r F �- To the best of the Engin no g i atiory� belief, the structuragplans"p ¢ 'fici do psnc4 @ within these drawings com 1 wi I PP ii'"�/bb 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. Ix O Z (V 0 v N 4 > V) O M Ln Q - a U.) Q U_ zcl� U rv00 < Z E W O W J l0 d' J €o, 3Q ce Za <a warms VZOO E' m Z U Z < Zz m o� w Oceao "-m�jo Z Z 0 Ln J aU O s fO In W o y N C) U U) 0 Lu 9 z Z CC ouo go 04 J G Q miler¢ XOU U it i N oQoa II.1LI,,L .� Z W ,] J (D < 3: Q 5�g Z N o waU_o z W a,oz a- o .W_I LU Cw L z 8 W U M 00 Q Q L w♦�< LUz y.� Tl Ln C:) Z N p, i 0 0o Z g = Jo ` Z C_ to SCALE : AS NOTED DATE : 1 /5/2018 TECH: M)AMES VERSION NO. 2mO SHEET NO. S6 THEN WRAPPED AROUND STUD (USP MTW12) PLAN VI EW SCALE: " = 1'4" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS E — 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 syp blocking strap (U 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: ' = 1'-0" FAII STRINGER MUST MP CONTACT WITH LAN 2x4 CUT C,.. �. DOES NOT BEAR IN WALL GLUED TO 2x8 F ALIGN FACE THIS STUD WITH OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS B2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �J 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER (`SIDE) TO BOTTOM EDGE OF 2x12 i STRINGER PROVIDE MOISTURE PROTECTION 2x4 SYP BLOCKING L ACH ALL COMPONENTS FOR STRAP STAIR TO CONC. W/" X I PT NOTCHED INTO STRINGER TAPCONS @ MAX. 32" O.C. D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2 a' TAPCONS @ MAX. 32" O.C. SECTION VIEW "A" SCALE: 1" = V-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 14 2x4 PT NOTCHED IN AND NAILED TO FL( AT STRINGER CON' CTI ON VIEW "D" SCALE: 1" = V-0" tea" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D—D —3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS SCALE: 1" = V-0" SECTION VIEW "B" SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING H E SECTION VIEW SCALE: i" = 1'-0" -3/4 PLYV\ ON DECIN `-2x8 SYF AND Nf FRAMI I` 2x4 DRAF' STOP 2x4 BLOCK C SCALE: 1" = V-0" SCALE: 1" = V-0" 'ER T :4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP JST NOT TOUCH 'RINGERS x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 oF_vcL uwcv AND NAILED TO LVL SECTION VIEW "C" SCALE: 1" = V-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT )ER PROVIDE SOLID BLOCKING VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTION VIEW "G" SCALE: 1" = V-0" BLOCKING SCALE: 1" = V-0" J 1 /-XI M I..UIVO I MUU I IUN Ur. I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO UVALL BELOW JOINT _TO )ISTS) 2X USP (- u _ POST LET INTO _OCK DE ING ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES ECTION VIEW "H" SCALE: 1" = V-0" C9 zM 0 z� Q J U) z V) 0 �LUCA I C) w O C F- E vi 0 H- _o CO 1` U I- E — o � M [h 270M O o 0 IL 00 Ie ~ Y <C rn � m Q o NN pC� ao co N a�•��q I!� pe �aa°®J V9 0. U) Z_y c,Ck ii N W I Z *-t LLW J To the best of the Engineer's kn6 � RR nformatiqQ belief, the structural plans and spe i i g ii r�t i� RiN� 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� ow �>+O M QUj -gyp U� CL .-. U p„ 00 Q 1.10 E z W J� d- J oz zo z d Wa�CE Uz�0 Zww� up n- , n 0�8 U�rcO oz zo } Llri U) __j J z g 0 Ln z > N ID o U to CD J Q J �� LU 0�Go _z Cc U�ma N LL Zoe Q O z Z N Lii W0a �o w 0 �ao5 W J ri LI.J Q di Z m Q z o uj 00 rn Lr) Z aLuz a V)z m 0 Q J = a z U-1 rl d (n SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. ST -- - i _, 1 - 1- i1h i 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 JAMB(RE 1 X 47 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOORJAMB (REFER TO SHT, SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. 1 FOR CONN. DETAILS MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.c. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ti( BOTTOM PLATE W/ 8d 4" ' 1 X 4 3-1/4 LONG X 3/16 0 FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING (NP jBAR ` ' *: AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12' O.C. FIELD / @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED STAGGERED @ 16" 2X8 BLOCK@ SPACING „ DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH � _ 1 /2" DETAIL MASONRY THROUGH 3 �� DETAIL ` !STD. STD. 90^ 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB " 3 -1/2" ON @ 16" EJ El U�7/ METAL SEAT PLATE 1X4 P.T. NOTE: 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2"DRYWALL LAP SHEATHING TO DOOR JAMB (REFER END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( BOTTOM OF BAND TO SHT. SDW2-K1 E DIST. 6EA TO SHT. SDW2-K1 CONN. DETAILS ` JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 10d @ 12" O.C. J FURRING _ — 2X8 P.T. WITH 3/16"Q X 3" ' +2„ NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND LONG TAPCONS ..AS REQ'D 2X8 P.T. STAGGERED 16" O.C. 2X8 JOIST & (4) 3/16"x1 3/4"WEDGE INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5^ FIRST NOTCH COURS S E BOLTS I BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FFOUOCELL PER UN PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 #FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1890 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID WIGROUT 8" 1-PLY PRE-ENGINEERED TRUSS o- 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) x 24" , BLOCK HEADER 4' TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1NAILS AND 8d NAILS AT 8" 0•C. AT BUCK (2) BOLTS [ (1) STRAP = 1225 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE () STRAP' 24D1) BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. . , SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU Z X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD ARCH DETAIL 4' MAX. RAD. i SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE X 31/2" TAPCONS AT 16" k0V (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD (3)114" 1 11 , 11 1 �� 5 -� SCALE: N.T.S. SS 12 + C'T�1 PLYWOOD SHEATHING + 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 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° .: ° ,: #5 BAR 2'-0' 8' TRUSS + + SOFFIT 'D. ; ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH -12 NAIL (5) d S + 6 ° °> 9 H IN TOP - 1 X 4 FURRING N-1 BLKG. & BUCK \ 2X6 TO 2X4 USP RT3A 2X4 SYP . ®s . P • . ° , • .' o KNOCKOUT / N EACH TRUSS o •' I I � •• ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ . CONNECTOR s� s �® — _ d MONO FOOTING _ •, ., ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 e CLEAN FILL °- ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C.00, ENTER SO IT .> DIRT b z TO BE INSTALLED BUILT UP PLWD. BUCK - PRECAST LINTEL °. ° STANDARD o 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 90° #5 BAR IN HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4M? WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") .• . , , - %j INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 3112" TAPCONS AT 16" ,' s• ",' s• •' s• •' s• ,, e• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C.Sk PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3 THREAD ROD EPDXIED W/ SIMPSON "SET EPDXY MIN. a z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" 5" EMBEDMENT & 3" MIN. O U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F' EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP u- '' I NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o v u II a A REINFORCING AS FOLLOWS: * `;::: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - v #5X6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. * 6" MIN. LAP SPLICE W/ EXISTING FOOTING 2-#5X6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL c`zn LO FILLED CELL SMOOTH. DO NO FURROW. DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINT NOT REQUIRING PANEL REINFORCING -DO NOTFURROW, GRADE o. o� I SET BAR IN EPDXY MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `~ ° REMAIN FREE OF MORTAR. NOTE: Cl) z ,\ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (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.or COVER EA. WAY A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. z CD o _ z° Q a Lo Ln (D � w CB p w 0 � o Cn o 0 U I-L.1 E` E NM C' (II M Lu -C N 0Oo —B V _' O Y CL Q�, t1) O C �Qo AN S C 6 D C *,,IEID, o•, 9AZ W�,•• m �� r � W , W �a �� 10z a F: .� Z E � 4' c. IUL 0 F r, j�mo To the best of the Engineer's know ,( 4&b Ig k,"Wl belief, the structural plans and specifica i s m, 'I 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 0) N M Ln z„ 'p a cn•�,d' Ln Q ��� z a F- oG V Q 00 Q Z IT J11.0 LU oZ zaa <a w¢�Y UZOp Z LU W � z w J 0 2 8 O�-u-0 o Z Zo az LnZw �z a z -a ro N0 UO Ln Cl) J J Q L ou �Ro I- W U m N M z¢0� w J Q ¢�u1 Z N $�gW z LU tii w� � Q � J rl LLI Q z U r� w U w ry� 00 z F F =�Z Ln O Z Z a n z m 06 � u.! = J Z aW .- •i a V) SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO° 10 SHEET NO. SS L t:��.t I _T___T F ��l CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = 1'-0" TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 FRAMED RIDGE IL MAY CONY. BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ 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 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.G. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. 1 A `�LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX CB DB- TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH ITf ITT 4 TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4--= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) K PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP G.T (2) 12D NAILS —y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING r3 SCALE: 1/2" = 1'-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPF TOP FOR CONNECTION INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE '. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE: 3/4" = V-0" USP LSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER SCALE: 1 /2"=V-0" USP HD4101F BUCK ­ SEE ROOF PLAN Fi MORE IN (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UF (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'-0" SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN SCALE: 3/4"=1'-0" FOR BEAM SIZE & BM. SPLICE OVER CONNECTION INFO. CENTER OF POST A A SEE PLAN FOR USP ST18—/ TYP. U.N.O. SEE PLAN FOR CANT. IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 2x4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. CORNER ° SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION r22"� SCALE: 3/4" = 7, SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. im• GABLE TRUSS (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: USP '.. HTA16 @ 4'-0" O.C. TO GABLE MASONRY WALL TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'-0" O.C. TO GABLE SEE TRUSS PLAN ae. TRUSS A. COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2 SCALE: 3/4" = V-0" JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED ENTRY FRONT WALL KNEEWALL s SCALE. 1/2 - 1 -0 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d USP JU26 OR IF 2 PLY --� TRUSS USP JUS26-2 TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR BLOCKING INFO) -MASONRY WALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = V-0" LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 0 2x STUDS @ 16" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTIVAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---/ L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN EXTENSION SEE TRUSS JUS24-2 EACH END MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=1'-0" DETAILS &SECTIONS Z;) z� ¢ z V) CD Q)m a--J w C)O D- � E - v) 53 � m C� M W C co to co L6 -0 m o�C> I' U0 -5 C* �aa ¢ m 4. 8� rn ¢ o A I N.C.6 D C we g �'tE�1 t oil lu car �..oCD �a W 'orm To the best of the er s k I 'end belief, the structural pl ,,ssppeclficatiQ qgg i ed within these drawings com 11i¢f"t a Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O 0 Z O�I� O H M p M QU-)'(pLO a. U.):2 N U-Lin Q ^ oC U Q Z (p W O W J� d' oz zaa Wa�ir UZOo O w Q z z �2iw >-°-oLo o- a E o O F�O Z zz >g xz 0 U� LU > N o 0 O cz W J LLu u 8oZ F- F Qo Uj N 0 Z9� U4 ;aZa [L1 Q o�Eo Z Z N oog� u_=LLo Wa w ��2 W J In ri w Q 6Ci L Z g t o o w U =�6 z OMO Z = z 0 00 U = a z d (n SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION N0. 2mO SHEET NO. D1 (1) USP LSTA30 STRAPS (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT BENT OVER TOP PLATE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ 6 10d X 1 1/2" ( ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. MASONRY WALL CONNECTION. (22) 10d NAILS EXT. SHEATHING Q BELOW AND ALT. SEE PLAN FOR CONN. (2) - 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASNORY & 8d BLOCKING NAILS T/B FLANGE 1. Y SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS in FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 1 Od TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS ' 2x4 CONTACT U.N.O. ON PLAN OPENING WIDTH 4 FEET. 1 O 2x SILL PLATE W/ (2) 12d TOENAILS. • • ;o SURFACE 0 2x4 #2 BLOCKING IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON THAN 4 FEET BUT NOT EXCEEDING 6 FEET. A MP3 CLIP IS TO BE SILL PLATE W/ MP3 CLIPS EACH SIDE MIN (3) 2x #2 SPF STUDS @ END CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D ° G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK JAMB INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA.USP LSTA 30 w/ IPLATE (2) USP MSTAM36 STRAPS w/ (8) 10d ' EXTERIOR STRUCTURAL 1-1/8" RIM BOARD FLOOR TRUSS/ END OF OPENING TO STUDS ABOVE NAILS & (5) Y4' x 2 Y4' TAPCONS SHEATHING (MIN. 7/16") NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '''. VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHING - 12d TOE NAILS TOP CENTERED W/ (8) 1Od NAILS TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS TO RIM BOARD & & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 1 Od NAILS & (4) Y4" x 2 Y4' TITENS AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" -1'-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" =1' - 0" GABLE END RIM JOIST END OF WALL UNDER 1 Od NAILS & (4) Y4 x2Y4 TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 10d NAILS OR (2) SEE SS FOR RETROFIT SEE FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT BLOCKING DETAIL r2 GIRDER/COL. CONN._@ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR(*4 1 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD A USP SPT24 @ EA. STUD W/6-10d O SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @ HEADER LOCATION SEE REQ'D TYP—7 24" O.C. B USP LSTA24 W/ 18-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN °o. o°o o°u a°u () CRIPPLES IF LONGER THAN 8" TALL. T P. 2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT . A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT @ 24" O.C. HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 1 Od OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THE FACE OF HEADER/ STUDS W/ (22) 1Od NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. ° D USP SPT22 W/ (6)-10d TO STUD & NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (4) - 1Od TO PLATE OE 5/8" A.B. 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN @ (2) USP MSTA36 STRAPS CENTERED SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. w/ (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN MORE INFORMATION SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS.(EITHER FLOOR SYSTEM OR USP OR SIMPSON STRAPS 12d NAILS AAB :2x ASE PLATE USP SPT4 EACH STUD OF2x CRIPPLES @ 16" O.C. OPENING LARGER THAN 4 ft (2) 2x 2-STYFRAMINGC ARE ADEQUATE) O.C. TYP T USP SPT6 OR B g CPRE-ENGINEERED @ HEADER / JAMB CONDITION W/ (2) 12d TOENAILS T/B BAND JOIST & BLKG. (2) 2 x #2 SPT8 @ 24" o.c. HFLOOR SYSTEM OR IF BUILT-UP STUDS ARE (2) - 10d TOENAILS AT EACH END OF SYP U.N.O. EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4OR LVL GIRDER SPACED W/IN 6" FROM OPENINGS - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER(2) AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T OINTERIOR HEADER PACK W/ 1Od NAILS @ 8"0.C' INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2 x 4 #2 SPF STUDS B EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE USP HTT45 BASE W/ Y8 (18) 16d NAILS & " BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT W/ SEE PLAN TYP E F F F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. O STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS TIE BEAM \ MIN. 6" EMBEDMENT (2) LSTA12 WRAPPED UP (2) 2x TOP PLATE D BASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. AND OVER TOP PLATE n PROVIDE BLOCKING �� 2x CRIPPLES @ 16 O.C. W/ USP SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B CONTRACTOR MAY USE SIMPSON MSTAM36 W/ (7) BELOW JAMBS ,. a SPT22 & SPT24 (OR SPT4) TOP 10d NAILS & (4) Y4'x2Y4'TAPCONS ' CONNECTORS @ INSTEAD OF USP • PROVIDE (2) CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING STRAP. STRAP. EITHER STRAP IS SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE ADEQUATE FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. 2nd FLOOR STUDS BELOW HTW20 @ BASE TO HEADER 5 LOWER ROOF.@ s 2 STORY COL. GIRDER (IF CRIPLLES ARE LESS THAN % 8" LONG NO STRAPS ARE - SCALE: 1/2' - 1 -0 SYSTEM 42 = SCALE: 1/2 - 1-0 REQ'D) SCALE: 1/2" = V-0" ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE USP MP3 EACH END TYP. THEN DOWN THE FACE OF HEADER/STUDS W/ (22) 10d (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" O.C. TOP PLATE SILL MAYBE ATTACHED W/ (2) - 16d OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" W/ (2) 12d TOENAILS T/B TOENAILS @EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER lop ° 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 1 Od NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/C 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. F482k� 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 Mjti OA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ° ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 1 Od NAILS IF OPENING IS GREATER THAN 4, ° r8 IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, SCALE: N.T.S. BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2x4 ON ° INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR EACH END. FLOOR DECK TOP OF 2x8 TO ° REQ'D JAMB INFO BLOCK OUT TOP CRIPPLE 2x CRIPPLE AT EACH USP LSTA30 CENTERED A (2) USP MSTAM36 STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLANYe PLATE ATTACH END OPENING NAILED TO STUD PACK W/(22) 10d NAILS CENTERED 8 10d NAILS () 2X CONT. RIBBON W/ (2) 1Od NAILS W/ 10d NAILS @ 8"o.c. FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM @ 3" O.C. 2x4 BEYOND AGAINST 2x8 DOUBLE CONTRACTOR MAY USE 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 1Od NAILS & (4) Y4'x2Y4' BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 1 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = 1'-O" SCALE: 3/4" = V-0" �U') zM —o z� U) z c7 4) � +-+ w w V = � o o0 �� U in M Uj F— E — a C M Cl) T C N O O o _ v� a"Io o� Y r. fn o � Y ¢ i� t0 f) � ��o w 0 ® x v � * O Xo �.1IIIIII N N \�(a' iV IYw- flfl-" 0 Z]� o�`�i� z,f,, - - ...N W_. t,,d � l _ 0 o P� z z ry ¢ M rLLH a •��� .� . o40 To the best of the 'nee �i ladget+rC� do d belief, the structural ands i t ns coq within these drawings c h f.�ddinhda Building Code - Residential 6t E6 j�aa Eji�lfil er's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O C) z D I� ►>- C) (10 M Q 'p � U.)Tr O Q �LL� a I- , M � U Q. 0000 Q E `. z W J C) d' Mj =Z to z a �a W 4 (r UZOp Zww, t=)zz 0& W ZJ J �-y ¢ f O � R 8 U LO r/� V7J L O z z 0 a0 ZW Z ca E Lr) L U N0 O 0 JZ J V Ln W J Lf o� O f U W or- COa Lu �Y Lu < v- OU F-i0 LOU N 010 WaWo W J Ln rl LU Q z � � r Un8z � o OMO Z QceZ aV) to z ca 0 00 S = a Z SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. D2 A � I i I ., . 1 11 1 1 , 11 - I I I i i __F_ - F__ I I - ^' ^ "" WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW ) 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 ---i DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI£ UNDER DECKING ED FLASHING I (SEE DETAIL WP07) O L© SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING -,-- SELF -ADHERED FLASHING SUBFLOOR 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 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 0 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 me �0] WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER r- WIRE LATH �©J SELF -ADHERED FLASHING ■ , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 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) rem 0 010 SELF -ADHERED FLASHING INSIDE CORNER -7 Ground 7 0 1 O 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 asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary E v a I� a a Q a� a AM ' 1 SELF -ADHERED FLASHING Foundation Walla ° SELF -ADHERED FLASHING 1 0 2 3" MIN 4 Q 5 SELF -ADHERED FLASHING SELF -ADHERED FLASHING IMUIT'"00401 FOUNDATION WEEP SCREED WKI DECK JOIST OUTSIDE CORNER Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED ■ NOT USED ■ NOT 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 (0 M 0 - o Z cry Z Q IZ QW r p •C3 - 0 W E NZU N M W F- C' (D Cl) O `~ API I U N III o O M o III IIII e Q a CD rn rn < o ® B � � C � N N N 1A M O Q N Z Z W d i+in" rn Z F l.L O O i y z 11 N W a° � W a w a WCiQ -0 10 Z_ v ¢ Z •A N .� Q N� N��m� m m Wa�_NB LLZ¢ ¢� -'o N O C) U ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV ow � F-+ +-, O >(nMC) „ M Q U-) f0 Lr7 Ia. Ln •� N Ln Z LL F- d rY U CL 00 < E Z W JCI- d' oZ �o ceo Lu Zg a W<ceX UZOp Z LU LU Q�Q I-UZZ �ofW J Uuu Q Lux Z Z �o Ln LLl Z Z O 0 � DLL (V Ln 0 o N N o o� LLl a P o ��. Q woJ�J� Ua m oagg Q Z V N p 2:0 E Z � �a w �c LLI J di Z oZo 2a� CO ro Q �z Ln Z Z m 0 Z o aW 00 = rl d (n SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. W P N C N U Q. Q O USP Florida Statewide Evaluation Report Simp on Florida Statewide Evaluation Report (3) Stock No Product Approval No. Basis C (2018) Stock No. Product Approval No. Basis (2018) Cc �- .� C CZca U) LO O (3)O Q O HD216-3 FL17232.3 ESR-3445 HU216-3 FL10855.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) U_ .� O L �� .- VJ CD _ L- � U 0 L V U m 1 L� w Q W z Z Q J SHEET NO. PA 10 A3 FL17244.1 ESR-3455 q23 FL10446.2 ESR-2606 UM co HD210-2 FL17232.3 ESR-3445 HU210.2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU218 FL10655.29 ESR-2549 H026 FL17232.2 ESR-3445 HU28 FL10655.31 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 98.72, please provide the information and approval numbers on the building components listed below if they will be utilized on the HD28-2 FL17232.3 ESR-3445 HU28-2 FL10855.34 ESR-2549 construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10855.45 ESR-2549 Q HD610 FL17232.4 ESR-3445 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures -ICU 0 HU610 FL10855.61 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL176$0.4 Evaluation Report HETA20 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/-67.0 psf HTT16 FL17324.2 Evaluation Report HTT16 FL11498.1 E0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HT524 FL10458.24 ESR-2613 PGT Series 5570 FL251.10 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.28 ESR-2813 C. SECTIONAL Cbpay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf HTWM18 FL6223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clapay Building Products Residential WindCode Doors W8 (BX7) FL15279.85 +38.0!•42.0 psf HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2813 HUS210.2 FL17232.8 ESR-3445 HUS210-2 FL10655.92 ESR•2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10655.93 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10855.94 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10655.97 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210.2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS28 FL17232.11 ESR-3445 LU528 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3446 LUS28-2 FL10665.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10656.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.116 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LS7Al2 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR3455 LSTA18 FL10652.4 ESR-2105 LSTA24 FL17244.18 ESR•3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA38 FL17244.18 ESR-3455 LSTA38 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A LTTI31 FL17219.2 ER-0200 LTTI31 FL11496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR•2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446,15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10448,16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10687.88 ESR-2615 MSTA12 FL17244.18 ESR3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.1$ ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3456 MSTA36 FL10852.9 ESR-2105 MSTCAO FL17244.28 ESR-3465 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3465 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456,33 ESR-2613 MTW16 FL77244.8 ESR-3455 MTS16 FL10458.34 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS18 FL10458.35 ESR-2813 MTW20 FL17244.8 ESR-3455 MTS20 FL10458.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL10866.12 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL10886.12 ESR-2816 PAU44 FL17239.13 ESR-3"HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239. 3 SR-39 1 E 44GLTV3.516 FL10667.8 ESR•2815 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM2D08Q2 PHXU3516 FL17241.20 ESR-3444 CS18 FL10852.1 ESR•2105 RFUS FL6223.5 Evaluation Report H1 FL10458.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-261344 RT15 FL17236.3 ESR-38 H10-2 FL10456.7 ESR-2613 RT16.2 FL17236.2 ESR-3448 H10A FL10458.8 ESR-2613 RT18A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2813 RT3A FL17236,3 ESR-3448 H4 FL10458.14 ESR-2613 RT4 FL17236,3 ESR-3448 H5 FL10456.15 ESR-2613 RTS FL17238.3 ESR-3448 H2.5 FL10456.11 ESR-2813 RT7 FL17236.3 ESR-3448 H2.SA FL10466.12 ESR-2613 RT7A FL17236.3 ESR-3448 HB FL11470.3 SIM200803 RTBA FL17238.3 ESR-3448 SP1 FL10456.41 ESR-2813 O SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43. ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SPS FL10456.45 ESR-2813 o SPTB FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2813 SPTH4 FL17244.32 ESR-3455 SPHB FL10456.47 ESR-2813 SPTH6 FL17244.32 ESR-3455 SPHB FL10458.48 ESR-2813 SPTHB FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR•3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11466.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM38 FL11473.19 SIM200802 UGT83F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 ' - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM28-2 FL11473.12 SIM200802 products. /� Q 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.6 +67.0/-87.0 psf ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) FI20481.9 +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf S ThermaTru Opaque Fiberglass Door FL17747.1 +65.0/-65.0 psf ThermaTru FiberClassiq Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0l-00.0 psf Ctopay Building Products Residential WindCode Doors WS (18X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 186 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 _N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Aside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL1232$.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7649.20 N/A F. OTHER 5.SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see cha rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1899.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. 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