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HomeMy WebLinkAbout3172 Kresterbrooke LnABBREVIATIONS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Red, Radius ADJ. Adjustable Ft . g Footin g Ref. Refrigerator A.F.F. Above Finished Floor FIX Fixed Req'd. Required A.H.U. Air Handler Unit ALT. Alternate Galv. 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. Bat. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int. Interior S.L. Side Lights Cir. Cig. Circle Ceiling KMlall 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 ILL 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 o 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 c3 D.S. Drawer Stack M.L. Miaolam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way Y N.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical N Elev. Elevation Opt. Optional V.L. Versalam °2 Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Lo Fin. Fir. Finished Floor P.L, Parallam WIC Water Closet rl-PLF N F.G. ixed Glass Pounds per linear foot W.A. Wedge Anchor Mr. Floor Pit. HI. Plate Height Wd Wood It:Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Sys Floor System PSF Pounds per square foot 2 g REVISIONS N 08-20-15 1.0 NEW BASE PLAN 001 fl 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS *101-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS c i 8 t Y a i a: ALL WORK SHALL COMPLY W►TH PREVAILING If MAI^ CODES FLORId NIYAL r AND THE CITY OF ZE CODE, P NOF zEPHyRHI ORDINgNCES zEPHYRH EXAMYruc�f - - ----- - ---- _7_� IENN/�R� 2575 INDEX OF DRAWINGS I SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONST 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 SN 1 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 1 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed In the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. W OL, ; z z�z a tl1 U' cn 4— J L.0 M o OU r~ I— £ U r' m o &m t.l.l C Lo U� ¢ rn o A1 B D. Ca.u.c Allow/pr� �° � Sa Z %.e LaE Y To the be4of tlie EngiN*11led inf rmatlgh, nd belief, the s{R�cturld 0.lans.11 'bifiC (� n(aYned within these =inxc�f¢�pI �(t b 03 FI a �{ �s Building Code entTerbr6dilib n� signature and seai4 6f4y r the str {ull;�}.engineering portions of the drawinj p4ij.*dAog Lfigineer's signature and seal. i O Z N 0 n ►> c) M a cn •L- �- � U CL ^ H U C .-i Q E00 Z WJ CD W �a OU s Z' N Ln = g Z CC LU o N U v0 r= �Ig5 a� Z Z J ,--I Ln -I LU Q � Z N m Z z � g A o 7 SCALE : AS NOTED DATE : 111112118 TECH: MJAM ES VERSION NO. 5ol SHEET NO. C S i� N N 00 I TYP @ 2 STORY J S6 H.B. ' -- ----- 0 N 16" 5-SH DEEP - D r----- _ 24 24 OPT. S3 r - - - - - - - - - - - - PA TR .. __ - f REF. 266 B.F 2x6 WALL I I I 1-- - KITCHEN - - 2 68 H1 60 I I I I I I I I I �J 8'- ' FL T LG. _ I I I I I I N - ' -- I g I I _-+ � I � CC I I a: 3e : 3e :3 S3 O I I p l ��_�— f ----- ---- I r - . W I O I I 4 CD `( N LJ Li �- EDGE OF SLAB 2" /_BEYOND WALL N1. I x I I 4'-0" 6-2" 6-6" 4'-8" 20'-8" I I I 11, 2 CAR GARAGE I I I T DINING ROOM 8'-8" FLAT CLG. I I I PATIO I I I 8'-8" FLAT CLG. I I I O 0 CARPET BUILDER TO PROVIDE I I I I I I Q 00 2'-6" APPLIANCE PROTECTION o WHEN REQUIRED PER FBC I I p I I LO 0 (3)2X4#2SPF Wl I S3 I I L — — — — — — — — — — — in (3)16d TOENAILS CC (3) 2X4 #2 SPF W/ N N @ BASE S3 (3)16d TOENAILS 4 —49 (3) 2X4 #2 SPF W/ W.H. @ BASE (3)16d TOENAILS @ BASE ------ TYP @ 2 STORY FOYER - ___ _._ 068 I (2) #5'S J pI 8 81 8 T 8'-8" FLAT CLG. I S6X LL u_ `n TILE B I 3'-8" 3-4- 1. 6-0"'-2" I I - -- --- TRY 2068 B.F — — —HDR AT 7'-4" - - 8'-8" FLAT CLG. -- ------ O -----------I " DEE 5-SH 0. 0? T 2Y6 WALL (2) #5'S COc04 iv OA cr) S3 — - o 0OI P .C� • (3) 2X4 #2 SPF 8'-8 ' FL T FLEX G. FAMILY ROOM F W/ (3)16d @ TOENAILS 8'-8" FLAT CL G. _ 8'-8" FLAT CLG. BASE T-B - — -- CARPET I (a l N 11 _ _ CARPET 42" SLOPING HALF WALL ° - 10 FLOOR G.T. _ 9 00 AC PAD AC PAD _ I— I I I I NJ I IUPhI I I TYP @ 2 STORY I S6 �;� I I I I I is:, I H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2- FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2)- 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1 /2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25j S.H. 13 20 X 38 j 18 4 X 371 S.H. 14 20X50j 184X50 S.H. 15 20 X 63 18 4 X 6P 4 S.H. 16 20X72 184X714 S.H. j 32 27 1/4 X 26 26 X 25 S.H. } 33 27 114 X 38 ij N/A S.H. 434 27 j X 50 1 N/A S.H. 433 N/A 26 x 37 S.H. j 34 N/A 26 x 50 S.H. J 35 27 J X 63 26 X 62 1/2 S.H. 436 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 251 /2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 j X 50 S.H. 25 37 j X 63 36 J X 62 1/2 S.H. 26 37 j X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 524 X 25 j S.H. 33 54 X 38 j 52 J X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 j X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" A +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 O +28.3 / -36.4 �E +26.6 / -28.0 �F +26.6 / -32.2 �G SEE SN SHEET �H SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND I1111111111111111 �- •i• 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) CO ��, _ z (h z �y z 4a Q a z Q) ( 4--'+ N w •M U — 0 Lh C Vi = LU o ' B2C11 o 0 0 U. Q uo B D• .w `,��`,p��`ab^�iol►N ![ � a d rrD To the best of the er �tledgp, fh 'atlon,• belief, the structura16,jqd spectht6tions, cggtalhed within these drawings co�Stpl4*h,thef 2OV FlWda 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 0 � N f,n M C M a Ln N 0 Q 0)Ln F.. QG V M o z J W � J a �LU 000OCCC J U W F I—L Ln O N Ln LL U N o� H. 0 J L GC z'--' � W ..s ��0 N Q z 0 O) 00 Z Z g J SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 531 SHEET NO. 1.0 0 v v 's N N Q N N J N N a 00 TYP @ CORNERS U.N.O. R&S EGRESS I-'—'---- ---1 J O Cc,-F, FIBERGLA SURROUN� I 1 TYP @ 2 STORY W.I.C.BEDROOM V 4 P 3 D2 1 V 8-0 FLATCL I . I 8'-0" FLAT CLG. BEDROOM 3 6 fn1 I �I 1 a CARPET nFLA � V-0" FLAT CLG. U) ¢ CARPET = H2 D2 j ROOF G.T. TIL f N — — — 13'-0"— — — 5' — — 1 V-8" — — 1 iv 6'-52° o 2,4„ 4,_22„ + I TYP @ 2 STORY 00 I J 4068 B.F. � N 1 S6 I N = 5' 60"X36'• 1- i 1- _ Y ih =w w Lc rnwp Z m 16. M 00 2'_3" M' s 4068 B.F. _ to N SHOWER FIBERGLA - " N ao 2668 N ------------- ___- --- R&S __ — — SUR OUN � cO _ N rcl 4'-0" I 5'' 10" V-1 5'-4" 2 " 2668 13'-7Z' c� o Q `-4 ucni 6 H 1 D2 iuj H BEDROOM 2 ¢ - n j- 24 8 __ __ 8 8'-0" FLAT CLG. W CARPET = V 1 10, 1 - q LAT E CL + o I 081 �I o L a 4 r 3S'yc.22� I ATTIC �� I - u: L�N — ------�, p ° l 0 � �I 1------� I _ � m Y o LI - - L-- - F crI 00 - TI I o °° w =w0 LI 1 I 3 I -� tO D2 T SIM. I �os w/ (5) STUDS I T-82,. ,_9" 2'-4" 68 '- 6'-10'7 5'-4" 2'-6" rn 16'-8" 10 4'_02„ T-72n a 14'-8" OWNER'S �6 _ 6 SUITE R.A.G. 15 _ _ 1 I LOFT H3 D2 = = O � 8'-0" FLAT CLG. CARPET 1 1 1 8 0 FLAT CLG. 4 H2 e D2 14 _ 13 M - - _ ROOF G.T. _ _ _ _ _ I I _ CARPET _ _ = N Ll.l LID I s I¢ 1 1- 10 — — — .- 1 0� u_ 81 0 a TYP @ 2 STORY 11 1 2 1 4 1 1 1 -- 18 I I TYP @ 2 STORY S6 :- I I I I I I I I I 11N11 J_ I I HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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 184X25i S.H. 13 20X38J 18JX371 S.H. 14 20 X 50 � 18 � X 50 S.H. 15 20X63 18 X62} S.H. 16 20 X 72 18 X 714 S.H. j 32 27 1/4 X 26 26 X 25 J S.H. 433 27 1/4 X 38 J N/A S.H. 2 34 27 j X 50 N/A S.H. 33 N/A 26 x 37 1 S.H. 34 N/A 26 x 50 S.H. } 35 27 J X 63 26 X 62 1/2 S.H. J 36 27 } X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 J X 38 J 36 j X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37jX63 362X62112 S.H. 26 37 � X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 j 52 X 37 S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 J X 624 S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 W +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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) U U z Z z Q a Z 4--J-� w 0 w ~ o U yL rNi W _ I Elm§ ch c+� 0-1 cli U Q �i o Al B I D. �f ' t w , o •• � i Iw $14 To the best of the Eng r',&,knowledge, InforA on, and belief, the structural plans anibooclficg (dr 66ritained within these drawings comply with the 1017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z cV O M �O cr) Q 'p ll� 0- to •L d- CL UM CL zf° W J 0 za g F o �z 000 C ® I� 0tT J 0 �W 0 .2 N o Z U = N �fl r—°�IggNC T11-11 Z w r-t tiiLU �y Q Z N IS N Z g U = IS,--t a to SCALE : AS NOTED DATE : 3/30/2018 TECH: M)AM ES VERSION NO. 5ol SHEET NO. 1.1 N R N v J N N 00 00 � SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO O MIRROR WWI 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 WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH OWNER'S BATH Q c•7 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO U I LEDGER < I 2x12 HDR. w/ (3) 2x STUDS AT cr EA. END FOR BEARING U I STANDARD (3) 2X12 aSTRINGERS W/ SIMPSON A35 _ I CLIP TO HDR. 1x TREADS (TYP.) r CONT. HANDRAIL 'lei THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN 11•MI cat] 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. Y oQ 60 T n" 8'-5;a BATH 2 KITCHEN INTERIOR ELEVATIONS STAIR CALCULATIONS: TOTAL RISE - 10.-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING to conform to (2017) section R311.7 SCALE: 1 /2"=1'-0" 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 W. The radius of the nosing shall be no greater that V16". Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than 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 %"between the wall and the handrails. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with Yi' gyp. TAIR SECTION SCALE: 1 /2"=1'-0" &n® UI z�® z� z a z t) (D °� w ca o O LU ZOf w D U O O N LL c ¢ WD o BID* • t��, t 11f tplb v, & • . Ul N FcL3 LLV To the best of the EnginerAr sappy l���g�,, fry�b tlon, and belief, the structural plans and s0ed112at:lbi�'6 contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z N 0 � � M Q '� "moo t^ a. to " LNA a E00 3 �° z W J J W� 4 a 60zVo U 'acle LU � � ! C/JJ///JJ) OJ TLC �J Q Ii C14 Lan LLJ 0 z 0 f L0 Q1= U Z �0 Vice QV- r-, z e—I LU Z N k 0% Q Z 0 06 :5 LU _ n � � SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. 2.0 00 CT wt. =1 �I Q co fV ti 12 5� F4 ppppp, go: I P049 .1 12 Z:::::�15 IIII IiI�II II III II11111�1111111 TRIM / BAND �� _ 25 SH - -� 25 SH 25 SH °0`LLJ 2nd FIN. ---- -- FLR. T.O.M. HDR HGT. F5 F.FL. F2 En I 1 11 1 go ILE 11 ,n TEFEFd 1 DECORATIVE SHUTTER FRONT ELEVATION - Al SCALE: 1 /4"=V-0" ------- T.O.P. HDR HGT ". 2nd FIN. FLR. T.O.M. _ ---__-_ HDR HGT, LEFT ELEVATION - Al SCALE: 1 /4"=V-0" F.FL. IRE 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/ portiand cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame wails. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. m c� r- z z z a U) z C V) C> LLJ QA _ M �U — Ow �c 12 U' w m m m C N U Ice o ¢ A C B D• N•C� �ti / l/ff • �� .c..� ,S r U) 4i AL $•� J O d U_ r ��14e v �aG a J60 IL ul 7o the best of the Engineer's knowle ge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z fV 0 cu N o ►>- t'n ¢�-Mp� a to •,_ H L to a -M U 2L 00 Z Z ra WJ 0 w� 0� o� � U � J u N Ln W z f� C Q /� o U = Q rrT5 FFi N' cc LL LL4�3 Q Z J In r-1 di � V 00 N Q a Z k t70 p1 N 00 Z Z g U = rl)O a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 3.1 Pico r 60 N. F, M� ti 12 5 T.O.P. HDR HGT. 12 �5 1 � CJ CJ CJ o -------- N to _ 2nd FIN. FLR. CJ / WEEP CJ / WEEP T.O.M. )R HGT. _ _ _ _ _ ----------------------------- — — — — — — — — — — — — — — — -- ROOF TO BE CENTERED ON DOOR TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. 9' RIDGE VENT T.O.P. L HDR HGT. 2nd FIN. FLR. - - - - - - - - - - - - - - - - - ----- T.O.M. - — — — — — — — — — — — — — — — — — — — — — — — — — - — 12 5[::� REAR ELEVATION - Al 25 SH 0Z__Jl" N (n = 12 �5 SCALE: 1 /4"= V-0" --------------------------------------------------------------------------------------------------------- 2'—On TEXTURED lot CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL.-------------------[--]---------------------------------------------------------------------------- RIGHT ELEVATION - Al SCALE: 1 /4"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH*" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES*" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063, R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing Intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wail 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 well and roof intersections • At Built-in gutters. W �, 0 Z�® z�z a to C9 +--' IN OLUE Cl- � U' w mti M now _ s� U FZ1 o � ¢ d B D. LL To the best of the Engineer's knout ormation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 z t'V OWN C M Q V 'gyp Ln lil to •L d' ON � Ln a .-. a�M� Q a0 W J 0 a F— 2 ) ZS 0 O �tz",U �o W� ' L / W Q�S Y W L o l N C)0 U _v QuJ W � 86 J +rJ U LUW Q t� aLU z J � c ii Q L zg o �5 N /�i37 06 2 y SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 3.2 2" 1" 2" "NOTE: VARIES 1'-10" 12" CAP CAP iv iv FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY [ r` �N 1/2" RADIUS 31/2" RADIUS �v t� co N fr1 So [ tD COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" ^ [ N 3/4" RADIUS 1'- " Av 111 111 BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv EDGE OF 1" 4" VARIES A, ,N 1• OPENING VARIES 1 �' o �2" VARIES 1-4" ` N 12 VARIES IN 1" 1 ' 1 1/2" RADIUS 4" 4i, � 2" � � 2 1/2" RADIUS 3 " i" *c�L- � reN VARIES 1 32"3"2' 11 BASE [ z BASE 2" "a"la 11" 1'-8" "NOTE: VARIES 8" 2"FOAM 3„ONLY TO BE USED WHENREQUIRED d1'-6" BY COMMUNITYSPECS. IF NOT, 1" OPENING VARIES 2 � 1"11"4" DETAIL TO BE 2" 2iD BUILT W/ STUCCO. 2411 EDGE OF OPENING �— • e 4 1-1/2" THICK 1-1/2" THICK 10'101, N 2�11 I 10" _ N z z , z -- c� 4 —j 2 " N 2" 4" 3" �11 2" 211 N r^ In Li Li \ '^ VJ LU LU N � _ 1-1/2" THICK ," 24 - -__ d" 2- 11-10.1 7" - - - 52" V-511 52" c ° �a V-4- 311 j. N _ [ 51a 4 — - — — - - " 111 12" o, VARIES VARIES 2" Lij U40 VARIES VARIES le. Nf I 1 00 I ^ 6" 4" �� [ z N N KEYSTONE F11 0 OPTIONAL [ °0 KEYSTONE F11 OPTIONAL iD i R6a iD Q^ 21 44" iD s R [ 311 ' 4" GARAGE DR. OPENING 4" 3" 4 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL Wei LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14 1'-64" 14" 1 " 2 2'-1" 1 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12" 51" 3'-8" 1„ 4" 3'-0" 4" T — - iv 101, V-4" 101,00 `v. ZD N T N moo` -- �M $4 ro•- 12" 1" N� O a 1" 1° GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH ® Z � Z Z Q a. Z U) 4--J w �U — OU' E 51 �N ~ � U an m w rNi r, r . t,, oso U Y <C to �Q o B D• Ulan,: iwyis /r- r t� o Z �Wz Mu- W s < . 600. J J� W 1L W o_ W LL:� Z <� m m do W %4 $ ❑n, 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 (V O a I� 1-4 V) M a �>i M Q � M Ln a �n•L� H a) Ln DC U a a �� z WJ C:1 fL n 80 o Q J Hlyl�� LLJ f�C v L �3 U cc LU LLJ 5 I ;r-4 W g� .. do UJ cc W TI Ln 11J J r-i LJ.I Z~ z Wg r-4 Z Z W IW IOn S w a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: M]AM ES VERSION NO. SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination 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 cc 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 FqF DUPLEX OUTLET ABOVE COUNTER rlvW.P. WEATHERPROOF DUPLEX OUTLET FEFG GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 'P3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ;Qr EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 00 i CH CHIMES (OPTIONAL) c 0 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR $ I'a CM O SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) 0 ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. AO THERMOSTAT a ELECTRIC METER i Klan ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) <\7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL #14 copper to lights d outlets NE MA t #12 copper to 20 amp ckts 200 AMP #10.2 copper to WH # 10.3 copper to Dryer µ 2/0 or 4/0 SER Alu 200 amp 150 amp Di n POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER 5P WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION WITH Rt III nFR MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" Z th z z Q 0- U) z tL^1n' C9 w .O w Cn r Ln � U _ W rNi N O C> U`° af Q� U. o B D. N t^fl tD C „I 00 m N �__$ � c�pp N tot9o�o z C4 � g LL ON LA_ a W S Ch W U C, 0o LLM m N N¢f7� J O To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 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 v t\ p M Q U-) -gyp Lf) Q LL to oC 0. 00 Q EZ � Z fa W J � W Iaa G r Z ig UL N U Z °C Lai) W J w � Lu o � N � U O ILL. gj. I r o �. a,N' 7 7 0 Q o Lu Q Z J Ln r-1 W LL1 a E N p1 Q Z Z� m 0 N 00 ZZ Q f SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. 4.0 i� N N 01I a LO Ln N x J N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. --------------------------------------------- GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I 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 FIZNIV SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WWALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN tQr EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) 13 SD SMOKE DETECTOR `o CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) E ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT i ELECTRIC METER 0 i a ELECTRIC PANEL IS. 00 —ANJ— DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER a14 copper to lightsb outlets NEMA 00 AMP t 200 Aa 12 copper to 20 amp ckts a 10.2 copper to WH a10-3 copper to Dryer MAIN µ ZO or 4/0 SER Alu 200 amp 150 amp DI connect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14,250.94 _y ��J/// CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. RECEPT. FC— — I I I I I I I I I I r(�I; UPPER ELECTRICAL PLAN SCALE: %4'=1'-0" Z M Z Z aQ Q a V^), (9 4--J w O w I— o (l[�i v ~ C� m M M M C21— Q Qo 0o t0 N o�; FP �p N LU W UZ � Z Z LLU' <a o m W N 0 V C 1— ❑❑ 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 cV 0 � N tD M MLA Zate.. (1) L^ C)� V p 0000 Q a Z W J a F- Z 0 gZgU U�® Z g h Lid W W o -a N U O UL M�3 Z ^ w Ce pi Z rl Ln LijzQ Z Zg tu m 0 N 0000 Z g SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 4.1 11 O2 4 C2 W 00 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 ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 __..__.__ __._._ ._ 0.0 (Zone 1) 0.0 0.0 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: Y4f=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 SO. 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. t, z�®z z Q U 4--i w f'� p O � E U LU _ &C La 0 N U Q co 16 to o A ZT1. ...,,-P Nit Z m • -till!1 Jy To the best of the Ii6glne€r's knowledge, ation, and belief, the structural plahsphd>5�pea(1¢�tlb contained within these drawings comply With It a 2017 Florida Building Code • Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f 0 0 z t'V 0 f > U M C M Q U—) Ln 11, cn•L�' LULn o-1 V a 0000 Q yy E f0 LU z 7 J � Z W Ya r bZ_80 ce IL U C L1 ^� o-�v_ N z w V = CL LL to up grg F Ir*^1k. O 509 LLLJ4 Lu3 �YQ Fw0 ce z� J T -I Q Z z t w Iz N v� 0 oob i Lu Lu SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 5.0 a 00 E� L NO 00 TYP @ 2 STORY J S6 H.B..t ■ ■ ■ ■ ■ ■ ■ ■ I 4 12 STORY CC (2) #5 REBAR fO I S3 I VERTICALS w/ in c I FILLED CELL ■: I 1L J� 3 9 J r- c� �� S3 JDt� a -----------1 (4" ( ( I�- L �� I fV ■•I ( � II I -_CJ 4'-0" :I I oil jr - _ - -_ __ _ I I CJ I LrJ -- — — — — — — �g _ — i t 1/2' 4 T 04 to STEPS AS KITCHE NDI CHASE I I-3 SLR I I REQUIRED PER LOW WALLS TO FIELD CONDITIONS ( ISLAND 3-1/2" MIN 3000 PSI CONC. PROVIDE 1 11 SLAB FOR NANDO L I RECESS FORCOUNTY ONLY Q _o I S3 I SGD REFER TO 3-1/2" MIN 2500 PSI CONIC I co to MASONS SLOPE VER 6 MIL I 2 STORY ISLAB O 31/2„ EN VAPOR I BUILDER TO PROVIDE FOR WIDTH V SQ BARRIER I �� APPLIANCE PROTECTION CC (2) #5 REBAR ( \� L WHEN REQUIRED PER FBC S3 VERTICALS w/ in I ( 1 FILLED CELL a N Ci I — TYP @2STORY J L--------- — ------ ■ •- M PROVIDE Y2" x 9" -3112" 2'-6" x 2'-6" x 1'-0" RECESS FOR FRT. DOOR -SLOPE W/ (3) #5'S E.W. ■ : 10.0TOP OF CONC.I PAVER TO BE 4" c� q L L BELOW FIN. FLR, M I �— I ; ■ . STUB U 1,_9N :_0,:..:::: 13'-7 " ::::::: : ■ r — — 2ND FLOG FOR) /C I I : Is e G r, _ 4� I 2'-6" x 2'-6" x 1' -0" W/ (3) #5'S E.W. o ' fV IJ 19'-0" 5-4,6" t_ { INDICATES FILLED CELL w/ 3000 I 1 PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY - I . • • • • • • • • • >-� BEAM W/ (1) #5 REBAR VERT% I a ABOVE SLAB TYP @ ALL PLACES N SHOWN HOOKED FTG. DOWELS 5" I 'r' a0 EMBED W/ 25" EXT. ABOVE SLAB 'a "GRADE 40 STEEL" N ^ HVAC CHASE ■•��' BASED ON I L�0'-0" I J 4 0 0— LOCATION 5'-4" 16'-3" , `— — — — to . N 44� — — — — — — — — �I _ S6 c o0 ......... .... Mi H.B.+ TYP @2 J STORY S6 64„ 6,_0" 6,_0n 6'_0" 4,-0„ 64„ 2,_28„ 2,_11N 38'-0" FOUNDATION PLAN SCALE: Y4"=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 LF zr:: % U) CONTROL JOINT DETAIL SCALE: I o #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: The reinf. bars shall be :ont. around corner by cold lending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=1'7" U u, Z o Z z Q o_ U) z V�)0 � 4--J w Q �V - O"' Lu E U t1J ~ _ _ 0 �M M C M �° M 0 tV "8 o A' B D. N C '\�-J'' • N -z 121� —. �lMIT LLCD (ff 7o the best of the Engineer'slu�gwledge, Inform�tldtir nd belief, the structural plans andsp�cifintlangdohteined within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 0�a)N �> U-) M Q V '0 Ln a cn •,� � Q U_ �"- a • f j V Q 00 Z WJ 0 J cea za H z Q 080, g ED z O L 18 Ln N LL U _ 0 � oLL Igg � o� a3 Z ,-'I LLJ u a J 7­4 ILI J Q z Z �zy LU ag CN CN M m O N Z W = W rn ,--I 0. cn x SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO' 5ol SHEET NO. 6.0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 -10 x 1 1/2" C H2 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 1 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 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 518" ANCH. 118 1061-112 HTT4 2715 5/8" ANCH.120 10dxl-1/2 J HTT5 4350 3740 518" ANCH. l 26 1061.1/2" H775 3225 518" ANCH. / 28 10dxl.1/2 K " 3130 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B " 4505 3785 15/8"ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS All 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/107 10 /91 8 -10d x 3" JUS26 1115/1060"' — 8-10d P 1550/3335 1335/2820 "" 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220'* 1720/3125 "* 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" MGT/MUGT 3140 3140 22 -1 Od 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)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS 11X" HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10-10d SPT22 685 1 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d 45 555 12-1 Od X 1 1/2" ' MINIMUM W 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) (e) (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 W GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 P�Y �ljfjf3lE� INTERSECTIONS. SPLICING / 2 x CO T tni TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL SHEATHING (SEE TB13 FOR NAILING INFO.) 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END 8d NAILS @ 24" O.C. TO BLOCKING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS -4 SEE PLAN TRUSS BRIG. ,A ONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN LSTRUCTURAL SHEATHING 7CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" MAIN FRAMING PLAN W ,U, Z � Z Z Q CON a U) z C ln/')' CO 4--J LLU OLU o .� C) UILLJ m M� W0M N U � �u, Ali B D. �---;: �ZX,. Z mEl To the best of the Engineer's knowled fbrma Wpk nd belief, the structural plans and apkcificatic)qq;; cotis�hied within these drawings comply wkh;tjtiq 2817i�lbrida Building Code • Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 0 � N :3 IiD �In >-+U,MO z M Q "M Ln 0 Q L- LL lc� v a66 z W J� w za f z 0 6 U Q H J r z Z 1N Ln N Ln o N O U = J LL L_L a . � o �f 0 N O cos do ig Q O w W Z�� aao J rl I Uj X LU Q Z 00 m ON Z Z LU I o 06 0. x T-11 U*) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO" 5ml SHEET NO. 7.0 TY IF IF 9 ..: 29 in 60 N .� tY 2 J N E VE DRY CKING UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 1 600 535 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 101518 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H I HTT4 3610 3105 5W ANCH. 118 1061.1/2 HTT4 2715 5/8" ANCH. 120 10dxl.1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTT5 3225 5/8" ANCH.128 1061.112 K HD3B ' 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 11 /1 7 *" 1 / 1 *" 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HIJS96 1550/3 35 "" 1335/2820'* 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 "* 1720/3125'" 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 1 - 10d SPT22 685 8 -1 SP2 1065 605 12-10d SPT24 1030 12-10d 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 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) 77 (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 (8) 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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS ROE 1 OR 2 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 6-0" 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: Y4tt=1 t-Ott Z c Z Q a Z U) 4--J cn w Ow (.,h c V) C) U_� o U Is C Q in � �i o N C a.D C tr.S y4 Vv i Z U) z �fP ...; w °' eall E tt'' P\ LL 1 C�c To the best of the Eii t er's "dg¢, Wi50oWonr belief, the structural pla8s79d spkcillcaNdris coot 'It within these drawings conidYyifr I the 2 q Building Code - Residential 6t E3m'de; �l,r's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i 0 Z N 0 � � U-) M Q M Ln a cn •� d- a LL a (� vM-1 Q a 00 Z W J� J 10. za a Z OOIuU Q cr ttt5555 R W U o N p U = ,_,,, 1 QQ O toll LL zz r YV OO gNI L. CC w LLJJ ,--i L n Li"I Z Ea N m O o g = r_4 a 0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO- 5ml SHEET NO. 7.1 n N N 02 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 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 a 0 Safe vertical loadSafe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F441B/1T8F40 1B/1T 8RF400B/1T 8F3218/1T FORM dt GROUT SOLID d /. W Q N 0 0 #5 BAR COW. 8F12-1B/1T "V" LINTEL DETAIL SCALE - N.T.S. I Emu 0i MININ 00 no TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8F16- B/1T g tNOMINAL,#5 QUANTITY OF WIDTH REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS c'T"f�precastl(nteis = 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. #SREBAR IN. ' (1) RECIOD -112" �LEAR ALTERNATE POWERS STEEL LINTEL d ° ! ° ° G—.0—C.M.U. #5 REBAR AT TOP A. ° GROUT MIN. (1) REaD ° 4 D C 4 0 1.1/2" CLEAR ° ° G < r ° to L 5 REBAR AT BOTTOM OF cn w - Wo Q LINTEL CAVITY OO V) � RE N O ICING C7 j LL 7-5/8"ACTUAL PROVIDED IN LINTEL O - a w Zd i7 3 g D D #5 REBAR AT BOTTC 40MINAIWitiT-H-1 ¢ �° �, <° AS INDICATED (VARIES) u~i u'i 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) :8 1 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) � USP MSTAM36 STRAPS EACH STUD 1 11 ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) y" TITENS 5 OR i (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ E (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) E i 2x8 #2 SYP P.T. BASE PLATE o I W/ Y" EPDXY ANCHOR OR Y" I 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 cemendtiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN TNVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. I —`SEE PLAN FOR FILLED CELL SPACING CL 1 WALL SPLICE DETAIL N 8 SCALE: 1" = 1'-0" 12 A 5'-8" LL LINTEL PLAN SCALE: %4'=1'-0" V Z � — o z Q a 0 C Q) ) +. J w Ow V) o co Uj ' to M AsCd Q B De 0o i�i yQo,. - (� X b p i rn Z rA 4, LIL -e To the best of the EjtpiPeei4kno+vledgelgf tlon, belief, the structural'plt .s and spec'tf64b`A conta(hib �"or within these drawings V?,wlth the 20177,5tijdd33 Building Code -Residential �4h it. IaIFf.; )t�W2er's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z 0 kD >-+ Z'"' �(! M O rn 4-0 Q Ln M Ln a" lin .L V- C LL d � rY U faa Q c Z WJ C:)l J z W Za a bz 0 5 —i i�Z Ln L.L Y / 0 U1 o :° N U = W H H. 0� .:: ~ U°j8p 88 �1 ZW z Q a W 3 oc Z W Ln 6i W a _1 rl LJ.I Q Z a W c00v N Z 4 L I 0 06 a z w SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 8.0 0 0 00 w NOTE: BORATE/ SENTRA CO N SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24 A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CR EATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATEDWOODS 00 S USE CHEMICALS THAT ARE CORROSIVE T0 STEEL. IT IS THECONTRACTOR'S RESPONSIBILITY T0 VERIF Y 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 SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2, 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14, 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINT BRACING REQUIREMENTS, AND CONNECTIONST S, EQU 0 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 3.2. 2 ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: Via" 4. 1. 7, WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ks! ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 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 ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boraoore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1-"A permanent sign which identifies the termite treatment provider and need for re-insection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler sfylstemsincludingg all risers and spray heads shall nbt be installed wRhin V-0" of the building side wall. 4. FB -R R318.7- To provide for inspection for termite infestation, between wal covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shelf be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8, FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - ncrete oriverpog and morjar along the foundation perimeter must be removed before exte or soi treatmen . 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy willba issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS W I RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Z M _ o Z Z Q a t./i cD Q1 ;✓ w m M 0 w o LL ~ C ltl M OUN U � <irn CL o �Qo Al' B D. N C a U C �v 00 � t�pp M. y a 0 To the best th glnesr;s kn wled�e, nfojr ioq;, nd fNg belief, the sttural plans and SliAflfkatint �d within these d'•.�p"ins�y`� p�i�b r�iY! Flo( �EditI Building Code - I(�y nt(ai En in signature and seal-rs`sA the strY}��[I gineering of the drawing' bagt�'rigineer's signature portions and seal. O Z NO 0 a N �>-r�M00 z M Q '� Lf - a in •r V LA 0 Q LL CL .�. � � M IY U a Q � � � ffl W z � Jo V W Q a z �w N F_ C: Ln J o U = �- :D o` r-4 Z LU J rl Ln 1-4 LJLLJ.I a, N Q Z m (71 � Z Z = �o 0 00 g SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. SN N a 9 CORNER OF 9HOME I GARAGE SIDE d 10'-011 TANK -LESS W/H H C G O O O 5'-0" STUB -OUT FOR — o GAS METER 0 1-0in 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1V-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 641 (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-411 (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Lu ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + -0" (TYP.) + + 6'-0" + + + 6'-0,1 + + + + + + + + + + + + + + + + + + + + +- + + + + + +++ +++ + + + + + + + + + + ++4+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++ I++ cri 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH 003 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 & + I 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 1 + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.811.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r � 1/8" gap i NIt x i FILL CELL STD. 900 HOOK BOND BEAM SIMPSC w/(22)' w _ _ NAILS 1 STD. 900 CONT. #5 ART. #5 HOOK =[7 � BAR 5/8"0 THRU #5 CONT. BOLT FROM FOUNDATION BOND BEAM BOND BEAM STEP SCALE: N.T.S. SIMPS( w/ (22) ' C. ,,,,,, NAILS 1 INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D .,—PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW %�'l.� FOR BLOCKING/TJI \�{`� MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 118" min. ) Small gap 2" min. 2" max. 4' max. Web Stiffener Fastener Schedule - Joist Bearing Location_ -- --V �_ Series De th End Intermec ® 9-1/2" 2-8d 2-8d BC15000s 11-7/8" 2-8d 3-8d 14" 2-8d Clinch nails 9-1/2" - 2-8d 2-8d when possible BCI 6000s® BC16500s11 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 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 - _ -- 6"28d38111 BCI 60s® d 14" 16" 2-8d 24d 5-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails wood/OSB web stiffener 2" min. 2x4/Ply4" max BCI 90s® 11-718" 14" " 3-16d 5-16d 3-16d 5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 16 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Ya" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER - Birdsmouthth cuts. DOUBLE JOIST CONNECTION top flan joist. . N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" I'10dl nails at 6" o.c. ! "t ' Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. `"""' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — in v '—'PIC ❑ is 611 A 1Ys" ROUND HOLE MAY 611 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT OUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" 8 V-0" V-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'a3" 2'-9" 3'-2" 3'-7" --- 1 ----� Any 16' joist 12 I " 1-0 " 1-1 I' 1 " 1-2 1 " 1-2 I " 1-3 I " 1-9 I " 2-4 I " 2-11 I " 3-7 1 " 4-2 1 4-8" 1 R 5-4 � Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" T-2" 20 l'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 8'-11" 24 1'-W 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. \,Install tight totopflange. SLEEVE THRU STEM • r���,_ SEE PLAN FOR •• a . • FOUNDATION INFO 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. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE r - REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ° SECOND H10A SIMPSON H10A ° ° a• (WHEN w/ (18)10d x 1 1/2" a REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE MIMI— I A 1 TI Ir%l 1 r-L Ir% TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION Ir— PVC OR SCH40 SLEEVE PLUMBING LINE e . 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 � a' d d ev. d ev G o a a ,r v SEE FND. PLN. SIZE & REINF. 0 z I a �� 0 L„n 0 w O 1U V) LU w M 2 as-99 = s Q Al I B D -F /;r 11 1 Fil U) � f6 /�► � O ,/,i o F LC owled b, iTIormattipp d To the best of the E ear�ng&f! belief, the structural p a62➢ dwithin these drawings c ith thE2�D1 P orida Building Code . Residential tlFf�kjgq.,�En I signature and seal Is only for the �y��� -ring portions of the drawing pages bearing Engineer's signature and seal. O N Z 0 �(nMG M r C LLA < VX X (V 0 In tY U C- ono a �, Z W J a rZ� r Cuc�.71Z`" U 2 W Z � g? O J Ln LLJ 0 z oC N Ln z O T = W .C-4 Wtk Q Z ^ �LUW E J r-I U.J Q Z W z N ONz to � Z � o 00 g SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5 . 1 SHEET NO. SN 1 - 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS Y FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & cg @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE 11(#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 '� UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° ° (2) LAYERS TYPE I OR TYPE II 1° (#15 OR #30) UNDERLAYMENT Q D FOR UNDERLAYMENT FOR ROOF PITCH 4.12 OR LESS. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD - ° _-IF TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8. - - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULArioN LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 FOR ADDITIONAL SLAB S3 ELEV. VARIES INFORMATION. _ 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP, TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. CEILING & $" O.C. WALLS SHEET 8"x8"X16" KNOCK -OUT LOAD BEARING OR EXTERIOR WALL INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN SEE CC/S3 OR 1x2 P.T. HORIZONTAL G/S3 FOR ANCH;OR NAILER 8" C.M.U. TYPICAL BOLT INFO. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. 1x2 PT WD FURRING @ 24" O.C.-I FINISH _ it �_ 00 N 0; °o F 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/6X6 WlAXW1.4 WWF OR (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL co AT GARAGE CONTRACTOR cn '� TO CUT BLOCK OR POUR CURB DUE TO SLOPE a NOTE:EXTEND It„ „ MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY U o NOTE "FOR BEARING WALL W/ UPLIFT ONLY I I=I =1 1=1 I 1=I 1= -I I I -I I I -I I -I I=I -III- - -III- FRAME WALL TO C.M.U. W 5/8"OR 1/2" HIGH STRENGTH \:'wA/ TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ (2)16d TOE NAILS @ EACH END s „ „ GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X„ @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS - - SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 A.F.F. @ 24 O.C.) 211 WWF OR FIBERMESH a ° ° ° ° , ° a ° ELEV. -0'-31/2" z 31/2"MIN. 31/2"MIN. 4 ° ° ° ° ° , ° 4 2x4 CONT. ° ° ° ° ° A.F.F. 0 ° " n a ° P31 /2 (min.)- 4 ° ° n, a0 ° - ° �. a0 - GARAGE DEPTH VARIES ° 4 ° a ° 31/2"(min.)- 4" - 71:11T(2) #5 5. 411 11 T I T7T 8" GARAGE SLAB AT STEP KB TYPICAL BEARING WALL C� STEP 0 SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END GEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW ,2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -(1) ROW 2x BLOCKING @ MID HGT. FOR WAL[_HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" (2) #5 CONT. L 4" U.N.O. MIN. I TYPICAL BEARING WALL @ STEP SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING oS��vPE NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. NIS `NJ�S ROW 2x BLOCKING MID HGT. (2) ROWS OF 2x BLOCKING @ (1) @ 8" C.M.U. THIRD POINTS 2x STUDS 16" 0/C / NOTE: FOR WALL HGT. <_ " -03rd2PTS 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". AYERSW/TOTL7/8" OVER 1/2 GYP. WB MIN. ( ) @GARAGE 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METALLATH. FIRST2 LAYERS 3/8" THICK EACH. [�M CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"x6""J" BOLTS BOLT BO PLATE WASHER TYPICAL LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS @ 24" O.C. VERT. 5/8" x 6" EPDXY BOLT OR IMPSON SP1 w/ 10 10d NAILS EA. STUD ( ) °� 2x P.T. PLATE -, (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20"MIN. LAP [24- MIN. LAP] [ SPACE ANCHOR E SPACED EVENLY FIBERMESH #5 REINFORCING � _ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 _ 2x P.T. PLATE ^ WEEP SCREED INSTALLED BAR a o END OF 2" x PLATE _ FWWF OR FIBERMESH . ASSUMED FINISHED E PER MANUF. #3 OR #4 REINFORCING BAR , GRADE �, ° ° ' :° z #3 #4 LAP SPLICE GRADE 40 MIN. Fy= Si40k CL = FINISH GRADE °O g 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] fn a I p - o D 00 6 MIL VAPOR BARRIER >• ° '° U.1 I ° I ©o - - - - _ =III= =1I=1 = =i .' N z #5 REINFORCING BAR R 1 7l8" I - - ° I #5 LAP SPLICE (2) #5 CONT. - - - ��-s I -III -III -III -III -III -II 1=III=III-III=III=III-' � COMP. SOIL. COMPACTED TO -_ • ° ° I ON 3"CHAIRS (TYP.) 8" 1'-4" 8" 36" MIN. LAP [36- MIN. LAP] 95% MODIFIED PROCTOR ASTM I - 10" 11.=III=1 I ICI I I=1 I I_�I I I==III=III�I � �� D1557) ) I, I I„ , I I -III-I I-III-III-III-III-F 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK 1111 ;III„III-1 I I-1 I 1=� i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING )NNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT G LO N "FIBERMESH" _ N L ` r, ' h ° L DECO FINISH 4 to 6 BELOW GRADE 00 Z I SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. 6x6W1.4xW1.4 ° I 1 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ ° _ 'r z r min. 4 " BARRIER i D ' iv ° " GRADE COMP. SOIL, • a ! 00 00 � (COMPACTED TO 95% - - _ ° (1) #5 REBAR w/ OPT. „ MODIFIED PROCTOR -F=FLL _ - S �IVCLOSURE ASTM D1557) g 3" MIN. CLR. - (2) #5 REBAR CONT. 4 ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) = TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 a N 0 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND 2 PAVERS / DRIVEWAY EXPANSION JOINT _ `g CONCRETE SLAB 14" PAVERS O.H.D. RECESS z 3,z • M T7T � • ,y: __� SEE A/S3 OR J/S6 =93" PP - a, FOR REINF. INFO. MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS W SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, O.H.D. RECESS M 4.1 N �' : •: . i '� • 4„ °o :. SEE A/S3 OR J/S6WT FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 53 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 = FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. CONNECTION INFO ` ° ' SEE PLAN FOR & LAYOUT DESIGN 4 TOP OF BEAM a SEE ROOF PLAN °Q C A d A < A FO T T P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0� . J CONT. BEAD SEALA* INTERIOR ° ° a -31 /2" � A CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ^. m ^ 6 MIL VAPOR BARRIER -w R S RUC URAL 41 BEAM SIZE & a CONNECTION INFO ; _ .. ° i I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" OZ ATTACHED PER NAILING FOR REINF. INFO. cn OPTION #1 EEF NDAT w_ cr § SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > _j SLAB INFORMATION. ::� w SEE FLOOR PLAN FOR w STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. M & BASE CONNECTION INFO. SCALE:3/4"=1'-0" 53 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR COLUMN PORCH SILL w/ 1/4"4" TAPCONS AT 8" MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DRYWALL SCREWS @ 8"O.C• ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;0 9 RAD 4 E co FILLED SOLID (SEE PLAN FOR - __ _ = o _ d ` 6 x 6 W1.4 x W1.4 C-4 SIZE AND REINFORCEMENT) c� ;III=1 ° ° • = =1 I =1' r WWF OR FIBERMESH M Z w o o w I -III -I 1I:-1 I I -III=1=1=III w I_ I-1I Z _ a ° BRICK PAVERS or SLAB PER W cwi� 00 = -1 I =I • • °•hn = z - - 0'-0" FIN. FLR. COMMUNITY SPECS co - ° I I=III-III =III III-= -�- =I I I=_I E III 1=1 I =1 1=1 1=1 I I� 11 111=111=111=III-I I I I 11=1 11=1 11= ' FOOTING 0 II 111 I , II�� II I I,. =111-1 I 1=' BEYOND .I I1111 PAD REINFORCEMENT II I) 3" MIN. CLEARANCE •• y (SEE SCHEDULE) 4" 4" coNc PAD INFO. FOOTING WIDTH ,. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMINGr12 PATIO COLUMN FTG. DETAIL N SCALE:3/4"=1'-0" S3 SCALE: 3/4"=1'-0" SCALE: N.T.S. S3 0 C9 u, z z� z Q 4-J W 0 LL' Ln Cri yy N W - C tp M O M _ L4C p�Np a0 QA �$o I D. E� U Z W CIS y,•7.^ l � � • fe o r.' To the be,l,; tlh gl er's knOwledQge� I rn=Stiqq an�.. belief, the sfogctplam,and sgeci(iG+;ttbn;con tafiia}d within these d3rwWings complyw I$h the 201i Flor>�a Sullding Code -^�cide1R,1' 6th Edition. Enq�gg�l's \\ signature and sea(,Y•pnlyiArt�Er•ttq�tRl�tgin r(y�1a9 portions of the draM4 beirhfg'EJHjnginepr nature ,f�ges and seal.('' O Z fV0 O413r� M O M Ln Ln z Ln Q � U_ CL M 00 Q .� z W Z uj C:� J 0 �Z Za 1 �8 UJ U G N Ln < 3 Z DC a� Ln z 43. o_ N 0 U Q , 0� N LLg Q Z pro ^ w W J LI LLJI W a LL Z N Q Z Z tu m ob 4Z J = w a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5al SHEET NO. S3 VENT OR 2ND FLOOR (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 314" FURRING STRIPS (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS CONNECTION FOR CLEAN -OUT @ 8" O.C. OR 4d 2x DEAD WOOD @ MID MIN. EXTENSION FROM DRYWALL NAILS POINT w/ (3)12d EXTERIOR FACE OF BLOCK TONEAILS SPACED WALL IS 1 1/2" MAXIMUM DOUBLE 2x TOP EVENLY EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 21/4" HEADER FLUSH TO OUTSIDE OPTION TO DRAIN — — — — — -j 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES 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 (TYpj 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/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .'+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� o FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD g 2x P.T. PLATE ;t 5/8" x 10" "J" BOLT @ 24" O/C MAX ----/ z W/ 8" EMBEDMENT N I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. I AND FILLED SOLID W/GROUT 00 1 #5 VERT. IN CONC. FILLED CELL W/ < STD. 90" HOOK IN K.O. BLOCK N KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) 'L—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER bgl SCALE: N.T.S. d 0 O N N.10 1.21 MOUNTING BASE NOT SHOWN oK/S4 FOR CLARITY SEE DETAIL = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE y GARAGE FLOOR SLAB TROWEL FINISH SEE \ GENERAL NOTES SLOPE FORWARD FOR DRAINAGE a 00 N SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. w WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J I • • • • � � � •- • � 1 ■■ilk MEN �I�III IIII� ■'■!II lid■■ �IIlI IIIL ■;III III■ ��IIII IIlI �_ �■IiI II!■':■ IIII� NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4e FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE G S4 J a r IlJ T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR j TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTINGBTO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. m 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR ❑ WALL El❑ CL DOOR OPENING DOOR OPENING EXTERIOR J ❑ ❑ WALL ❑ ❑ ❑ ❑Li ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END ° a 4 WALL ° d DOOR STOP W U ° o MOLDING ? a ° 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 241, O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED • �10d @ 8" O/C STAGGERED FROM BOT. _/ "�� ATTACH ALL J SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4)16d TOENAILS TO 70P PLATE ° a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCKrK TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) 1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR -019 P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z wl (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1l4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 FF 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE P T TRANSOM FRAMING FRAMING SECTION SEE SECTION AA/S1 FLAT STRAPS PER CHART ABOVE TO BE BENT PLATE AND BB/S1 FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFFA,Nl'1' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1 /2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. DO SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 °a n ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 41* NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 10d NAILS @ 6" STAGGERED �o I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE r 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED TA GERED S G TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" — PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 Is • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0 SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R SCALE: N.T.S. z� CD z z � a z cl �N C� o •U — U `-1 (D, w ❑ 1 — c MM 0U_ N U 503 mar; Q�, 0 9; <o A 1 B D. N�('�H�1)�(' *I gf 141k1!I/1/A' SI �, • " • tl►a�•a p T ct To the beseptthe Engine QiisknowTedgpr fnforqq��a�tio 1 d belief, the stfdy uralfllans and "s0adificatio 09 ta' within these d!ngs Elir�ripy with pH�${Y1FIor Building Code - 1tEsfPprtial 6th'Edfl9orl. Engir n, signature and seal is"6rirlyla;the F r4Ct,Vr${�prl�fneering portions of the drawing pails b frill En near's signature and seal. O ON z 0 (v N (!)O �m z M Q - Ln n. cn "- v- m:L a ,� < U a Q 000 � � Z � P W J � J goo' HZ {,J z (Y , J 0. Z L �$ 10! o N U =W o . V 0 �o_ r4 Q & 0 J Q Z a12 z J r� L i ¢ e w Q x� ZFS Z ONO Q� Z Z � m 0- LU � f SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND SHEATHING DETAIL TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR BLOCKING FOR SHEATHING DETAIL FIRST FOUR SIMPSON H1 OA w/ (18) BACKNAIL Wit(2)16d NAILS 10d x 1 12" AT EA. 201x4" SEE STRUCTURAL NOTES — OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45' t FMAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TRUSSES @ H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3"EDGES OF 2x4 CRO BRACE @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 8'-0" O/C 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — —� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2"CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD %EDGES W/ W/ @ AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3l16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION _`*� WEB, USE MSTAM36 wl (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S j TITEN ON OUTSIDE SIMPSON HGAMV w! (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR X-BRACING, AND TOP t, cn " NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `� m a0 SHEATHING DETAIL 2"x4" CROSS BRACE WOOD TRUSSES 00 to APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 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 FI 48" (4) 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. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207„ , L = 41/2) OR EQUAL END TYP. TOP & 0/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA.7 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES — SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL o 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL -SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4" MAX' ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0!C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48-A 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4'7 ON TOP OF PANEL SIMPSON HlOA w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" BOTTOM ATTACHED w/ x3" 4" 0/C SDS SCREWS TO TRUSS & (4)1/4"x3" 2 () 10d°� SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1 Od 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S.S15 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD ;T JACK TRUSS SEE PLAN FOR 2r �t =ZCONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4'7 ON TOP OF PANEL-/ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ .. 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONK. @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 / ° SECTION 1 ADDITIONAL INFORMATION. 00 N MINIMUM 2x CROSS BRACING Ln (SEE PLAN FOR N LOCATIONS) it (2)16d PER JOINT ppSp O CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 00 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 MAX./ 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 10dx3" O/C @J 2"x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS „ 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 S5 • . ° � all � ll. 1 - t l a. ^ ° JI- \ � '' � � ° 11 � � � It �. 1l e ' •II . � ll w• •' �.. I �CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'4- - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU Pl��ARCHITECTURAL MASONRY WALL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y�Q I a ✓�c� Y CORNERJACK a w z 0 HIP FRAMING REFERENCE PLAN 0 z w a_ x 20'-0" MAX "X" BRACE SEE DET. ]I/S5 -, 2x4 BLOCKING 2x4 7' 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 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4' O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS ETN/_TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN, L "ql jq 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 a 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 AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � ® C9 z 93 z ¢ 0 a z 7 cs v) 0 u, 4--J u, U — OLu t/1 0:f U w 0. dM� _ 0U L lL 9 U 0 ¢8� LO¢o BE r � � �.� smil/ 5� t'Im -" i ()� � :mu 51 To the best a En near lM„oWled[t, Inf"tio,1*nd belief, the stru' al pp s� n�d specificai�Ql� font red within these dra'djtfs cod+WY'�rit��}ei2917 FI94*4 Building Code - Resitgjftyal 6th Edition. gg' ^ I s signature and seal is only %dA po frq lk Q neering portions of the drawing pages be W4' ngineer's signature and seal. 1f O O z fV O � N Ln cn O M Qi% mIn a n '� � Q2 Ln I-' >1 �M oC V f°a O Q E ..� z WUJI - �o W qga ggvvcc IY �Z, GC�J CCW � OCW y. N N oc Ln U) g Ln Q w �� N o U _ 0 Z O u_ . r 0k QYQYQ�u�(� O V V LL� z W J Ln V-41 I Uj z Lij 2: z fi �Zy a m ° Z LU V SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. S5 E 4' rt N N co fill i Q r- to CV J N N 00 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. L 15/32" CDX PLYWOOD OR 7116" BAF BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)1 Od @ 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/ 1Od =) L U_I= LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C W TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 D R D SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA WI FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. ICU FLOOR SYSTEM ETAL SEAT 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: U-111VATZ _3 /� II Igor,11 � II ih� 11��11 Ilil, l� • - I � II ��.II�I�II � STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U 4"x4" INSPECTION PORT AT a. EACH FILL CELL TYPICAL a a AT GARAGE CONTRACTOR try N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE -INISH GRADE o0 � cz "—STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR 4" "' (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ri SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/(8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSSMOIST 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8)10dx1 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK q FLOOR CONNECTION S6 @MASONRY 1ST FLR, SEE J/S6 SCALE: 3/4"=V4 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING — FLOOR TRUSS E 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 SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 4811 SIMPSON HETA20 W/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21 /4" TITEN � r SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRL B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=V-0" "6,) (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 V-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I 81 I��$ITii�TT�— � It 8" CHAT RANCEM N311 INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING REQUIRED SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F SHEATHING W SOLID 2x BLOCKING @ ALL SHEATHING EDGES(SEE SE TION X-XaU NNING x ¢ W x E H 2x STUDS w BEYOND. y SEE PLAN 0 in 1 I 1 \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. TFT. 0 O 2 2 5 FT. 5 FT.1 4 FT. n Off , O 12 v� 4 FT. 4 FT. Q O O 4 FT. ROOF NAILING ZONE DIAGRAM S�cF 0' 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.) F�F\ ,I?0 ROOF NAILING SCHEDULE' NAILING ZONES (SHINGLE AND TILE) o ZONE is 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: Bd RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 0 Z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING U. SHANK NAILS) NOTE: = y ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD g (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 J LLI-O OO SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO aD Z W qg STUD AND OR BLOCKING AT ALL EDGES. u U A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING 4 S 3l4"1l2" S 1/2" A I/ . S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OO NAIL INT. AT 3" O.C. W/8d COMMON NAIL 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. QG (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 210 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ T O.C. C WALL SHEATHING INSTALL. S6 & NAILING SCHED. 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: (1) 2x SILL PLATE W/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED" CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xW1.4 `t WWF OR FIBERMESH C :.d • f E � .a a M 11111III III '' I l i ICI l 1=11 (3) # 5 REBAR ON 3" CHAIR 4" 11-8e W/3" MIN. CLEARANCE U ALTERNATE FOOTING m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 (2) 3 (2) (2) (1) LSTA30 1(3) EI 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I- °P z m @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION, V S6 L .Z M Z Z a (D Z Cz W •--J w . U 0 L° E o �V) U 8) M W ■ C cp M 2 -0M 2 LL m <L rn m o 6 D. " d r/ o J d� N :, `� O u'�.'�: a %U a � Q m.'8 Q �_J.� � ld � .� 0 To the best of the A-0. Yleer";i kJ�e•, �J•ge,1p( n, belief, the structural pl>j�a.Ind sptec 91bihk ntaigo, within these drawings co6f0*,yjth, the 2017 El ` Building Code - Residential 6th-ddielt; fhklAk signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z o 0 a):Lj N ►>V)m M 4-0 a `^ a Ln 11(7<7 9N LL Lf) a. - n Z00 § Z � WJ �O I- mi z 2 4 z� z W h V N fS 7 o (V LJ C, U = 0 W s 0 Q �5 Ed ^`43 W d Z Z � J Ln W Ll J L Z~� a z V � v a 0) N Z Z 00 06 g = T-4 a cn f SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5ml SHEET NO. S6 co F a LO N it J pN� N I 4 00 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11. VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D —2x8 BLOCKING FOR STRAP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. a 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" g AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER C 2x12 TREAD 4= GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ �9 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) I 2x8 SYP DRYWALL STOP MUST IL NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" JOIST C SYP 2x8 SYP STRINGER MUST MAKE FU CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN D WALL GLUED TO 1 2x8 F 2x8 SYP 2x SYP CUT TO FIT BEARS IN WALL r---2x12 SYP BEARS IN WALL —2x6 SYP B-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER _ MAINTAIN BETWEEN" AND �" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER �' X , 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING ` /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1!2" NAILS) SECTION VIEW "A" 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 SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER Is: -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �f ROVIDE MOISTURE PROTECTION RATTACH ALL COMPONENTS STAIR TO CONC. W/" X TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / SECTION VIEW "C" SCALE: 1" = 1'-0" 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS E2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) / AT STRINGER CONTACT POINTS \ � \ --L.L__L_J CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = V-0" /—" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" RINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK —•2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" L/`fx8 SYP DRYWALL STOP MUST N NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING E SECTION VIEW SCALE: " = 1'-0" -3/4 PLYW( ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN TOP OF D '—� STRINGER CONN. TO BOTTOM NEWEL POST LET INTO OF NEWEL POST PER CONTRACTOR THE BLOCK PROVIDE BLOCKING M 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J" = 1'-0" SCALE: 1" = V-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO VVALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR �t 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" CD�, �_ z M z Z n U) z � cn 4—) w C) O c LZ E �Vi �m U o0 �I;� M 0 _ `_ � ¢ m LO v Qd Z .,r'n ' fr%i� U) M ... L5 (1 �u � 15 rl m� w Ms- CP •.� N'."' v To the best ofol E gineer'Skno a nf9matio anQt belief, the struGhttal plggs and SpeaiElnddds co0tioned y� within these drawCirys cor�y� 'yQf��Jth the 20�.7 r(EpfSda l��� Building Code - Relld ial 6tfi+ErbFiCoa'ngiheer' p signature and seal Is ogVfpr.4he structural Grr��(1�1 r�ng portions of the drawin g pa�63I �il�+8f's signature and seal. O CD Z r4 0 (v N 14 :3 O V) M O M (r!n f0 I In cu O In QL d � � QC U Q Q E00 Z w J� J W za F w 4 tr 0 5 2 - 0 z� z p0 m o r` Q) w Ln w � N o U _ z igg N. ^3 LL w ao! Z $ s W J Lr) '.4 W Q IJJ � Z kk a E o N k N oo Z g j = 0 � a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. ST 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB REFER ( TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX.Mom' 8 � DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 1 X 4 3-1/4" LONG X 3/16"� FURRING 3116" m X S LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (T (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d JOIST PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL MASONRY THROUGH 3" DETAIL `STD. 90° HOOK (TYP.) STD.90" ` _i @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE N O.C. & 4 FROM 1X4 P.T. NOTE: 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 CONN. DETAIL ' ` D BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS / 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" ' t2N iL NOTC E@ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D LONG TAPCONS 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ' ` ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL t5" NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK I*# L BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER _E FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. _ 16110 # FOR 2 STRAPS FILL 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID WIGROUT r 2' -0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION .. r 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ." - ~ 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 ANCHO 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 4 . RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 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. START OF ARC IF TRUSSES USED) W/ (3) #6 X 0? WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x O� (2)10d NAILS @ 8" O.C. FRyyN ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + �NGTH PLYWOOD SHEATHING 1'-01 ' S'-B" JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS • WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED „ EMBEDMENT INTO /4 MAX ) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS • ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" (5)12d NAILS SIMPSON + + SOFFIT + , �D.%. .'e ° .�" •' CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO ZX4 H2.5A wl (10) 2X4 SYP . , p • . • '► IN TOP N 8d NAILS EACH TRUSS p a KNOCKOUT / — ° CHAIR BLOCK 8d NAILS 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d s. CONNECTOR PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE 2 MIN. O PROVIDE 2x CONT. W/ 3) �:: • MONO FOOTING _ • VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 e 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. tENTER SO IT CLEAN FILL .► • • ! DIRT ? z TO BE INSTALLED J••'. BUILT UP PLWD. BUCK - - PRECAST LINTEL ° STANDARD a 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ! 90 HOOK N r TO FIT ARCH CONNECT W/ IF TRUSSES USED) WI2 () #6 X 4 %' 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") L , , . �. . "�� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW 4 MAX. RAID. WALL USE (2) 1/4' X 3112" TAPCONS AT 16" THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-g ARCH DETAIL rK 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" =1'-0" ", SS SCALE: 3/4" =1'-0" SS SECTION DETAILS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") 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 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" Cr #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED wl SIMPSON a 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER gt0�� F.F. EPDXY MIN. 6" EMBEDMENT & N FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3 MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p n' p w a A REINFORCING AS FOLLOWS: 1 • PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p e — a • PRESS PANEL REINFORCING INTO PLACE. U z #5x6' EMBEDDED INTO COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN, LAP SPLICE W/ REINFORCING PANEL p' p g EXISTING FOOTING (2) #5x6' IN CONC. a SMOOTH. DO NO FURROW, p ° ' N FILLED CELL DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE t•. p `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP °' O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: th z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g p TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 'b 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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��_ -1-0" N_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Z <') Z z� a U) z V�)� (D � 1) 4--w f� o .0 w t/) CW_ NZD r- � U m04 'M w = r OED � N C) fO ¢ rn o D D. Z CU J Z f! aa P,f WL 1:41 14 60. ILLJ LL To the best of the a C9pwledge,informs a,, belief, the structural �%j alVdl pctbcatl E°rltelned; within these drawings 2y0 with e� 7 Florlak, Building Code . Resldentlal6tY "iipioh Eppgg((h4�i'�' signature and seal is only for the sfrUhJ1 ngineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0o) r-, >(nMp M Q V)(ULn a "L VV) Q0 Ln oC V a I O Q § E.. Z IT LUCD J tOD WQ �a a Yi J Z L GC L0 o V =W J ¢ o IuOa� �^ F LU tC, Q Z J Ln -4 1 Lij x N Q z$ *k 0° N oo Z g t = SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. SS CROSS BRACING DETAIL (TYP.)_ SCALE: 1/2" = 1'-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3, ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS ' 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING ` MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. CB VVI G- I%ju `w L/'tVl 1 I\VVV •♦LtJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH iil :2 TB Z PRE-ENG. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. :2" SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. PA TRUSS USSES (2) 12D NAILS J AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2"=l'-0" HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = 1'-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ SIMPSON LSTA18 w/ (12) 10d NAILS SIMPSON HUC410 w/ CENTERED AT 14) SEE PLAN L. FOR CANT. (4) 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI SEE FLOOR PLAN FOR COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT A � A SEE PLAN FOR SCALE: 3/4"=V-0" `./ BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE: 1/2" = 1'-0" 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION It DIAGONAL 2x8 #2 SPF RIDGE BEAM AT V-0" WOOD SIMPSON LUS26 w/ (8)10d NAILS MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 P Y TRUSS SIMPSON C14TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO ZSEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR INDICATED VERIFY WITH PLAN FOR CANT. IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO RIDE BEAM 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ 3 LOCATION AND DIRECTION ADDITIONAL INFO. YPN COLUMN SIZE & T. U..O. 1/2" X 41/2" LAG SCREWS ATTACH IF PARALLE SEE 2/D2 FOR 2X4 CONT. AT CONC. MASONRY LAG SCREWS INTO END OF EACH 0o T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) iE BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL a SCREWS EACH SIDE) (TYPICAL) L N A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF 9 DETAIL @ INTERIOR BEARING v �5" PLAN FOR MORE INFO SCALE: 1/2" _ 1'-0" 3 WOOD TRUSS SCALE: 1 /2" = V-0" COMMON B M . ATTACHMENT 18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=l'-0" SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT N SCALE: 1 /2"=l'-0" 00 VARIES .. ,.�t ", r 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR NAILS AT BASE & SIMPSON SEE N FOR NAILING SCHEDULE OUT = ATTACHED PER ADDITIONAL VALLEY TRUSS SS w/ SIMPSON w/ Od 8d NAILS AT SP2 w/ 12 O 10d NAILS AT TOP LOOKER 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4 O.C. INFO. 16" O.C. W/ (4) 12d- COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS Q PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES 0o STRUCTURAL SHEATHING NAILS TO TRUSS 2 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL STUD E. SCHEDULE PLATE MORE INFO. TRUSS SHEALOW THING ATTACHE ) o PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ ___ ____ VARIES SEE PLAN 2X4 BASE PLATE W/ 1/2" PLYWOOD ,. NAILS @ 16" O.C. ALONG W/ E FOR WALL LOCATION SIMPSON LSTA30 w/ �` SIMPSON MTS12 w/ (14) 10d x = ROOF SLOPE c (22) 10d NAILS OR (2) 16d NAILS TO f- _ 1 1/2" NAILS TO BLOCKING WOOD WALL -' SIMPSON MTS12 w/ EACH COMMON y> f @ l r BELOW 16 O.C. 14 10d x 1 1/2" NAILS TRUSS/ FRAMING MIN. 2x4 #2 SPF STUDS @ ( .T OR TRUSS, 2X4 CONT. W/ (2) ) TYP TOP &BOTTOM r -- SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. s. � STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO - - �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ „ SEE TRUSS PLAN �,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS LOW ROOF TRUSS W/ FLOOR G.T. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR (2) 2x6 BLOCKING UNDER MASONRY WALL SEE RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN • @�3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) PLAN FOR MORE 16 O.C. MAX. SEE ROOF PLAN SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION AT HIP GABLEK"12SECTION BUMP OUT O L SECTION ENTRY CONNECTION 22 39 SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = l'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"=1'-0" DETAILS & SECTIONS C9 �_ Z M z z a +-' w V — 0 w (IDV) C) 23 o �Ln C)�M u' cm, t¢p 801) V LL N C) tLL2 Q LO g� B D. N. c.e•P. c P 10 �t1E U) 5� I \�E Uj CLT- �� 5' P To the best of tfigl ear's wl g n ormltlon, and belief, the structu Ian d sp�Mlaati�orR•con s(gitl within these drawin m tie Building Code - Resld EddL.g+nd"er's signature and seal is on l �j{+�q tructural portions of the awing pagesrkfd�r�ft�p!'FY'signature dr and seal. 11 O Z N 0 CU N (A M O M Q V7 (0 Ln a in•L� 0 zz Ln Q LL aC V p-00 Q § E Z WJ C) d- 4 �ga V .6m §? D05 u- cn V W m ® � Ln Z O Z DC I� Lr) U W o N � U. = U) W Uj Z W LU Ln Q Zg N # 001 N 00 Z � U _ rn O .__I a V) £ SCALE . AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5ml SHEET NO. Dal =1 G, 00 N M (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT SIMPSON SP4 w/ (6) 10d x 1 1/2" 10d NAILS BENT OVER TOP USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL G BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/TOP BLOCKING INFO Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING 2 OF MASNORY & 8d NAILS T/B FLANGE 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS tun FLOOR + STUDS w/ 10d @ ;' (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ' :°.OPENING SURFACE 4CA)2x4 #2 BLOCKING THAN 4 FEET BUT NOT LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST 2x4SIDE BRACE AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON S30 w/ 6 10d SILL PLATE w/ SIMPSON LS30 w/ (6) () 10d x 1 1/2" CLIP EACH SIDE 1 1/2" CLIP IS TO BE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB INF G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK 1/2 GYP. BOARD OR s/ BLOCKING / WALL 2x CRIPPLE AT EA. SIMPSON (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO ABOVE PLATE NAILS NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL '°: :°: VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN -' / (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4 x2 ' TIE BEAM @ 8"o.c• FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD � & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). �� _ �_ �� SCALE: 1 1/2 1 0 AJS BLOCKING PANEL @ 24 „ JAMB TO FLOOR TRUSS/ SOLID !j O.C. (MAX) AND @ EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" = V - 0" SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A� SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN 000o0o OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER 0 G SEE PLAN OE 5/8" A.B. 24" O.C. AND 6" FROM @ MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ CONNECTION EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPFEMBEDMENT PAST STEP END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER CONNECTION DETAILS FOR PLATE SEE PLAN MORE INFORMATION 12d NAILS AT 6 �� . FLOOR SYSTEM OR BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B ::...` .. — SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 _.� 1 1/2" (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. . ,_; __ WALL) @ 24" O.C. SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS g O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5!8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYPF F _ (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" —TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) (2) 2x TOP PLATE 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS . , : - ON SP1 P AND SIMPSON o N w/ (10) 10d BASE NOT REQ'D TO HAVE CONNECTIONS. ° *AILS ID PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR (24) 10d x 1 1/2 NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: 1/2" = 1'4' LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) o ' L,__ _ _� o _ U 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) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. If• 3" 0/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. . �9T �2 F k4 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x �''M�� OA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET IF OPENING (1) 2x SILL PLATE W/j 2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft 2 2x SILL PLATE W/ SIMPSON 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON • 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �o 1 SCALE: 1/2" = V-0"��j SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" Z c(D z� z a a--J , .Li OLLJ V) F � � U o m � ' w _ La to 0 La LL 00 LL 00 ¢ter 98a B D. 0 W W <.. • . J��''I d JL •- LL r° •H uj U A z To the best e E��n�gggFin is kn edge, ' a on,3nd belief, the stru�ura�lans�nd spe�fISat�s cq Faint within these dids►'ng1 compll. it th 0 -4 ftorida Building Code - denUy th tlon.• EAglne signature! and sea I t��`�t ® ear portions of the drrs b�g rrglnear's ure and seal. �•/ •i r 0 0 Z N OBI) > M O M Q 'gyp Ln a cn•L� HU oC U m Z E WJ CD1 Z uu z lui60 Z � O u_ u�rr® L / O v 3 O N U) L I- 0'Ig J Q �U_ cV w 0M= Z Z Jl Ln r L11 � U, z a � Z Z$ m � N 0o Z g Uj = � a V) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. D2 ^' ^ in WEATHER VE BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WEATHER `tf RESISITIVE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (A89EMBLEOVAlIpOVJ) OR EQUAL WEATHER PROOF CAULKING O � WEATHER SELF ADHERED FLASHING 2 RESISITIVE BARRIER SEAL TOPS OF JOISTS r UNDER DECKING (SEE DETAIL WP07) SUBFLOOR SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST 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 1 1 AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head 2 2 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW SELF -ADHERED FLASHING FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER • , EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -i DO NOT FLASH OVER BOTTOM NAILING FLANGE a 00 Np M M NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r�nanu�t� r s.n.�r ui.V SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING E AM 0 EXTERIOR SHEATHING 3/4"1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING SELF -ADHERED FLASHING 3" MIN - SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED ' NOT USED I 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 Eo3 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Lt SELF -ADHERED FLASHING CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING a RUBBERIZED RUBBERIZED ASPHALT-\. ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) ION SELF -ADHERED FLASHING INSIDE CORNER Ground I+- FOUNDATION WEEP SCREED NOT USED 10 O 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 as #Oin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z M z z 0. 27 V /^ / V i--J W 0 W -(D- c CD U ' & `N' 11 O CD U_ i7D S ¢ S� < N N Z � ccpp N o J Z - F M� C M� �v �gIL 14 o CkW � a ,2 a s Z d m E ZLL W N�o m p g ❑ ❑ 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 rill O�I� CD Z M In Q a to •C: V- (n 0 N Q LL CL f'- • f j 13� U a .� a E00 Z § its WJ 0 Milli Za W�air H o g ul J�0 goi V ® > L n H W � QC C III � 0 N O CL L11 o PR6 t ``.C-4 Q�Lu Z � _J r-I Q W 2 R. 0 # m N 00 Z LLJ rn 0,--I a V SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION No. 5ol SHEET NO. W P • a • March 20, 2018 Re: Wood Construction Connector Compliance for 20151ntamatlonal Codas 8 2017 Florida Codas To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangars. Previous versions of the IBC and FBC required testing to comply with ASTM 01781 Test Mefhod for Mechanical Fasteners in Wood. Both methods determine a connectors allowable load as the lowest of the following: 1. Loweet ultimate of three teats (or average of 0) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes In ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Siryrier Devioes in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wed construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, via recommend that building departments under the 2015 [-Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2D12 and 2014 editions, respectively, until July 201B. The information in this letter is valid until 8r30f2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www,stronatio.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dw(BDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson atrona-Tie Company Inc. 2221 Country Lana McKimay, TX 7500 Phone: 072.542.0326 Fax: 972.5424139 wrai:aaona0a.oam _ CU Cn U 00 = N >Q O 2 C co � a- .� U CD 2 U -co to � O O W c 0 � 0 � +- CU O . � � � Q Co 4- Q � '40Wei z O L O �1�� U) O L. U 0 VI W L w� ZJ z Q J a. SHEET NO. PA 1.0 i - A3 iT FL17244.1 ESR-3455 A23 ^` i FL10448.2 9' � W � �p1'' s � ESR•2808 K' HD210.2 FL17232.3 ESR-3445 HU210.2 FL10658.4 ESR•2549 HD212-2 FU7232.3 ESR•3445 HU212-2 FL10658.4 ESR•2549 HD218 F117232.3 ESR-3446 HU218 FL10858.5 ESR•2549 HD218-3 FL17232,3 ESR-3445 HU218-3 FL10a58.1 ESR•2548 HD28 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2649 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR•2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2649 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL114t38.11 SIM200804 HGA10 FL17888.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17889.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20.18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200t302 HTT18 FL17324.2 Evaluation Report HTT18 F111498.1 ES-0130 HTT45 FL17324,2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL104li8.22 ESR•2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR-2813 HTWM18 FL8223.2 Evaluation Report HTSM16 FL11473.71 SIM200802 HTWM20 FL8223,2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.18 ESR-2813 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 8&72, please provide the information and approval numbers on the building components listed below K they will be utilized on fh0 construction protect for which you are applying for a building permit. We recommend you tooted your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThertnaTru Firber-Classic and Smootil•Star (NON -IMPACT) FL20481.1 +87.0/-87.0 pat ThermeTru Firber•Clsacic and Smooth -Star (NON -IMPACT) FL20481.6 +87.0/-87.0 pat ThermaTru FirbenClasaic and Smooth -Star (NON -IMPACT) FL20481.9 +87.0/•87.0 pat ThermeTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.14 +87.0/-87.0 paf ThertnaTru ClasalaCreft and Benchmark FL15225.1 +87.0/-87.0 pat ThertnaTru Smooth -Star and Benchmark FL15225.5 +87.0J-87,0 pat ThermaTru FlberClassic, Smoothater, ClasslcCran, Rustic FL7t740.1 +87.0/-87.0 pat B. SLIDING MI Windows and Doors Series 420 FL15332.1 • FL15332.5 +4D.O1-40.0 psi POT Series 5570 FL251.10 C. SECTIONAL Clopay Building Ptatluds Residential WindCode Doors W5 (8X7) FL15278.37 +30.0/-32.0 psi Clopay Building Products Residential WindCode Doors W5 (18X7) fL15278.53 +30.0/-30.0 pat Clopay Building Products Residential WlrsiCode Doors WB (8X7) FL15279,85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors WB (18X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single & Pairs ct Doors FL11637.1 N/A (nee Inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 pet PGT Series 6500 FL239.7 B. HORIZONTAL SLIDER MI Windows end Doors Series 188 FL15351.1 +40.0/-50.0 pat C. FIXED MI VNndown and Doors Series 185 FL15349.1 +40.0/-40.0 pet PGT Senea 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 NIA PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building .Prod. Cemplank Lap Siding and HardfePlank Lap Siding` FL13192.1 • FL13192.2 NIA B. SOFFITS Alalde Solid and Vented Soffit FL15272.1 - FL15272.y +70.0/•70.0 pat C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Undarlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanw, Inc DA-4 EXahust Vent FL17202.1 N/A E. ROOFING TILES Borol Tile Villa 800 FL7849.27 • FL7t349.28 N/A Sorel Tile Saxony 900 FL7849.18 - FL784820 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum Gul}Lok 18" wife roof penal FL11851.2 R3 NIA 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15078.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Pamela FL17t389.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MITek Industries, Inc. Truss Platen FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER �Ymh�br Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F1158.1 N/A Commercial Canasta Products, Ina High Strength Concrete Untels FL1774 N/A The products listed below did not demonstrate product approval et plan review. I understand that at the time ct inspection ct thews 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 leafed and certified to comply with, 3) copy of the applicable manufacturers Installation requirements. Further, I understand these products may have to be removed ii approval cannot be demonstrated during inspection. ------- APPLICANT SIGNATURE__ DATE _ __ Florida DaparlmarM d BwNtaaa 8 ProNabnY Repulaton cep.rtmatl a Buaklan A FTDit■bnM RpulttlOn SIINdkp Codes and Stardarof P.s, tlulldlr,N Coda and SUndErdE P.a,+ BuNdnp Coda end 8tanderde r,iji1 Florida DepaMlent d Blrktea a Prdaabnal Repulatlolt P.e.+ax Product Approwl Application Detat ,asps Product Approval Application DttYl vaeon Product Approval Applkallon OseaN +ano,e BuNdlrlN Coda and StardeMe P vaoo,e �� 9atYltl:� C- Rorlds N V -a > i -e--e L Q O a .0 V OL .O N �" 0 LL 3 .c E 0 L L `40 �^ .� VJ Q a>raE� ■ O ■ U . aa� ■� Cn O •}n�' W Q C U no O L V V `M� W W Q Z Z Q J SHEET NO. 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P.E. 06020017 OY/O/1017 07MM17 Approved Dele8My. ftod" canpmsrb BRONW" LLMAer r163) em44147e (saes) S w1sM Robots w sebedslasnf. oaaoba MalwesaoM- W Rdporthorna OWAM Pro" avMuabn Now a.IVARmbr subL10rOam AoomuWJm ammusix m NINO Daiwa aaae bl6MLNMW6M=kKXAM IM60LIME MM ambalmmouLa r lameg; 990ML a ammo homes 4 TJ tom Mood ftwdwal C, I - Ie Lumber or Odereod Mow 03131/2M0 No Ys WA WA lewd nn @pod Fbride DepanlnMfd of Business a ProhssfaW Regulation Paw 1 d 1 Buildin Coda and Standards imm o Product Approval Applkedonn Dahl aallume Mom Ygem o nomm fd! M kuLALI Man gdmdmm Ye11lW AWOdW FAQAn AMmMM U" ROOM 2017 CMT•CREfE UIK Ina Crop Fours lMnF0ab M=- ClR RFA MDeda sOCD- VAL 11n4M017 s0n6G017 11121=17 Approved CMyay. afuld" C' 0, W (613)SM401 (7M) S16.2M0 aLlfcafte . Pnldual introduced cep a RAM of e9rffwOorldMs•mfr NM 7sdowMay Comp@ sMedwtcerel0allen MarkaLMorq nAiNwaLbigm gwmaai ammnWkgm AMDmaintJrL LmM! 2Wtn tome BdWMNWW1t 9omwiNg omLm NAM 9mmik D; Mobs homes 1 No losses Conscious Lk" 4. S.0. ore 12 tom WMo Melt 011111410114 Yes Yed WA N91 Florida DapswWrlt of Business a Pmbom non Regulation Pee l d l Building Codes and Standards lemma Product Approval Apploedon Dalall ammum ant Ems= go gee grLbr n go Par Yore ommkom rued E IaNMA31Mmss Ndit eL Y,arlW him" fwLh OW hmand aver rainier 2017 MWyMmswwr Ron animm loc.vaartlen maeveA, LLC JamA A Rwanan. P.E. Os271A/7 OL2wm7 07AYJ017 Approved ce4emefy: Moss Cmiawso (2m) U44470 (S000sw1344 sabe.eear r old' . LunAo PAbW BBMWWON JNM CoLpomm Nsedeoe Erekrtlsn Ristal km a oeo4om ProdmW Evskelon EMW aamAanlW sou AL ANaiaiWrLlm aOMMdhLuu ]SOW DMm Mae hWllDmmom goolde bill ll in IIM 9diNUM elan! ere 1 aeaaNrn LVL LOY*Wftd Vbnw Lewrbw 03131111111119 No Yw WA WA Florida Departi7Mrd of Business a PM%MWW Regulation Building Coda End Standards Product Approval AppMea*M DG&U pawl al 14010 PJa� ant !laLK Mr gee ANAZIowa gait area IMrrs owmbd l camm modmKAMo xdkkv Wl YdLli hM Il9AOm m AMMO area .WSW 20/7 Ww$VW--W no sMnMm MCC Evoowm sells. LLC Jdrns A ReOMIen, PE mrtl12017 OLIOM7 07A13/1o17 Approved Ceeeely abudwa co owwb MM =44476 RabWUMMWMOwwMme PM UII.1344 BWAMNSMy. EflalfNored 1~ 0t,eplows Moses: 1v4fa0m new Dom a a Par own Pro" dVawt,bn Ewa' 900LAM hoanikgn ANCMM&kJin aide! got. AMA miatgMNtaM 9MgellMimiagdt 1. Him addknm Boor! BOOM 6 waywhoaeo Fem saw oriented Mee Food Rim aosrd 0301/1019 No Yap NM WA MIIm9dYt Flodds DparbrlErt of Business a ProksWoml Rep Wm Bulidbp codes and SwedOMa Prod d Approval Appliced- Dahl) aMJIIAaI GOt is" Mom Yom moodmom SmMo admE LLUm NavN O 2017 Ct,rrormc I C WMIWW Proaaala,W. Reborn GM THEN N. HUYM Galgay. Mud" Canpawde pn/M eno7o7 PE-M22 LwCompte ..PPm ft* Introduced M a dua of preaso'a , At eo oar Noto COalp- Meta is BWAN W Report ►and a polo Re9lltefed Ardmeod or a LlwrMol Fla FoAAbM Enalwa Oalllaanoar Mae BEAWLENKLMOOLgLim n■ Aganomm 1 ON* Proceed or ConansmdW Cana" Prow* FeWSMa m P/NNWt,aed complete Lidos Pep/glf lemma Mr go glMBWmM ton mdodu ! 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Mae IML ALONE EMNELREA* M GOdmaLNLdmLQO 19lmli QMWMLNM ammo ream 2 Forman POL Par" ftww Lumw6r 0301r2M9 NO Yes IYA ►YA :EMLQWA Florida Department of Business a Professional Regulation Building Codes and Standards Product Approval Application Detell Pew 1 oft 3aa12516 Sgn aotlLLat 292 am Dow Focused go Sys! version 1tWgYM L>)Wil3 vwer.da J(EldLtied Su6IDmII FDCAoamnl approved At" Revision 2017 Gulf Coal Supply 6 Manufacturing, LLC, Erg Dsvld Daniel S. Kuhn Locke Bowden P.E. 10/122017 10N 012017 10/172017 12/122017 Approved Cregory: Rooting (352) 498-0778 PE-75619 (334) 3004800 eubCMe9ory: Mee' Rooting Info@pulfeoselwppy.00m Compliance Method: Ewlualon Report from e Florid Registered Architect or a Licensed Flodda Praeeslmel Enomfor Comedy As -emoo Approved fa Use Approved for Use mad Re" Ala Ploresct Yodel. Marlon a Nanw Product -CaOrlaNgp Cleared LCxcirldmDid, In NV Z outsMLHVHZ Ht!!MC PMW 1 0.0326quaL Aluminum 5V Crimp Mn0.0326qud: 5 V Camp Aluminum Rod Penel 04/122024 NO Yee N/A •N/A1 wer 15/32agW; Plywood -108.5P8F 2 0.03264ua; Aluminum Gulf Lok Mn 0.0326qual Aluminum Gulf La 186quot; Wee 04/122024 No Yet N/A •N/N Rod Panel over 15/326g1d; Plywood -116.0PSF 3 16quot. 24ge. Gulf Snap 16qud; OUR Snap 24 Go. 176gfa; Nude Roo Panel 04/122024 Yes Yes N/A •N/A6.131.OP8 over 15/326quol Plywood 4 16qud; 24w. VerxLoc 16qua; VrALoe 24w 16.96Wa1: Wde Roo panel 04122024 Yes Yes N/A +N/A/ over 164126qua; Plywood -136.5PSF 5 %quat; Vrseloc .0326q.d; Aluminum 16quor: VWULM min 0326quol; AWmim.m war 04/122024 Yes Yes N/A -NMI 15/32dqua; Plywood -101.OPSF 8 1,56qua; 249s. Gulf Sup 1.56qud; Gulf Snap 2400. 186wa; did Rod 04/122024 Yee Your N/A vNIN Panel war 151328,qua; Plywood -116.OPSF 7 1.56qud: 24ga. Varseloc 1.56quoc Vewalcc min Was. 181,qud; wide Roof OV122024 Yes Yes N/A -NIA/ Panel war 15A26quot; Plywood -123.5PSF 0 26q111; 2491 MegaLx ton 24 Ga. 2&q ot: Meslop IBLgfa; Paid Rod 0411212024 No Yu N/A •N/N Panel over 15/326q ot: Plywood -1085PSF 9 24 Go. Gulf Lok Mn 24 Ga. Gulf Lok 168.qua: Wild wr 15526qua; 04/122024 No Yes N/A vN/M96.7P8F Plywood 10 24 Ga Gulf Seam ton 24 Ga. Gus Seem 106qud; Moo Rod Panel 04/122024 No Yes N/A +N/A/-93.5PSF Par Us Wood Purilns over 15/326qud: Plywood 11 24 Ga. Gulf Seem ton 24 Ga. Gulf 8esm, 1 WOW; Snap Lod. 04112/2024 No Yes N/A vN/N 186qud; Wide Rod Panel over I MUqucl Plywood 408.5PSF 12 26 Go. 5V CmrP Mn 26 Ga. 5V Crimp Rod Panel over 151326quol; 04/122024 Yee Yes NIA +N/N Plywood -158,SPSF 13 26 Go, 5V Crimp Me 20 Go. 5V Cdnlp wr 15R26quor: Plywood 041122024 No Yes N/A .N/Ml31,PSF 14 26 Ge, 5V Crimp Mn 28 Ga. 5V Crimp Rod Panel over 1%4 Wood 04/12J2024 No Yes N/A vN/A/ Pudins war 15/J26qud; Plywood -156.5PSF 15 28 Go, Guff La Mn 26 Go. Gulf Lok I Uqud: Pride Rod Panel over 041122024 Yes Yes N/A vNIN 15/326qua; Plywood .181,OPSF 18 26 Ga. Gulf Lac Mn 26 Ga. Gulf Lok iUcluot Wilde Rod Panel war 04/122024 No Yes NIA •N/AI.831PSF 15/326qud; Plywood 17 26 Ge. QuV8R Mn 26 Ga Gulf PSR Rod Panel over 15/326qucl: 04/122024 No Yes N/A •NIN Plywood -154.7PSF aaaasa ant Mom YN dw mombilol RevYbn 7017 UAynlmeemeor CW5a1r. ft ud"Cmwwwb su9CdMaay: en osnd Lwow Cofflpo a MWlhee are 1. aeonheira Pfoed E AMN Eat, aa111¢Malge..W !gee 3 Tkrbwsmw LSL Flafds Deparbriond of Business a Prof seiorLM Regulation nee 1 er1 Building Coda and Standards laws Product Appeovd AWkedw Detail MOOLW gar Mr owim" No GOleo ZoomLAIAI mdmdum held ham" EWLANNOW .Ores a" rAb Oak" MCC EVMuwm a LLC JWreA A Ro MM, PE 0e12N1017 ooaa=7 OTA"17 Approved (W 024-sere MM DW1344 DN NLAW ammmdnLYm AMMOM!!Jm tan! grim BiM ammi n GOdmAimboo go InHYM 9NOMLM anBMIes LNWR@ ad abod Wrap. 0131/1019 No Yoe WA WA Florida Department of Business a Professional Regulation Pepe 2 02 Building Codes and Standards a7/e12018 Product Approval Application Detail Mgt PrpA.d Yodel dumper er Nape gugUAL%gm gp�( Q)� SJa ltm MM Approved for User is mvmz Approved fa Use GOWON 11JQIL tar,( Eubw Reim hsaaa 18 26 Ga. GuIIPBR Mn 20 Ga. GuNPSR Rod Panel over 10 Wood 04/122024 Yes Yes N/A -NIA/ Pawns war 157126qua; Plywood .151.7PSF 19 26 Gs. GuRPSR Mn 26 Gs. GuWSR war15AUqua: Plywood 04/122024 Yes Yes N/A .NW -154.7P8F 20 26 Go. GuMPBR Mn 26 Ga, GulfPSR wr 1x4 Wood Puffins over 04/122024 No Yes N/A -NIA/ 15/326qud; Plywood -151.7PSF 21 26 Ga. GulrtR Mn 26 Go. GuMib over Us Woad Pudlns war 04/122024 No Yes N/A -N/N 15/326qua: Plywood -164.2PGF 22 26 Gs. Gu" Rib Mn 26 Ga. Wait, over I S/326qua; Plywood 04/122024 No yes N/A .N/N -159.2PSF 23 26 Gs. OurlRb Min 20 Gs. Garen, over 15/526qu0: Plywood 04/122024 Yes Yes NIA •N/Al -1592PSF 24 28 Ga GORlb Mn 20 Ga. GuMtlb over 1 x4 Wood Purlms war 04112,7024 Yes Yes N/A -NIA/ 151321l Plywood -194.2PSF 25 29 Oe. OuMRIb Mn 20 Go Guarico over 1 x4 Wood Purilm; war 04/122024 No Yes N/A -NIA/ 151326qud. Pyworrd -123 5PSF 26 29 Gs. GA RR, Min 2S Ga. GARR, over ISMAlQud; Plywood 04/12/2024 No Yes N/A •N/A/ .146.OPSF 27 29 Ga GulfRib Mn 29 Go- GuMlb over 1x4 Wood Purilns wr 0022024 No Yes N/A •N/N 7n86qud; 0.S.8. -101.OPSF 28 29 Ge. 0.000b Mn 29 Go. GuNIRb over 7/106qua: 0 B.S. 04/122024 No Yes N/A •N/A/ -118.OPSF on: 2017 FL t,: 11851 Application Type: ALL Product Morulactuwr: ALL cWgery: ALL subcategory: ALL Application$Wm: ALL Compliance Method: ALL Quality Assuraneo M1tlry contract fthrod: ALL Product Mewl, Number a Name: ALL Product Description: ALL Approved for use M NVNZ: ALL Approved fa use oweld WOR: ALL Impose RWMas: ALL Design Press": ALL Dote From: ALL 090 To: ALL .Food N N Cn 'O > O U N O Q O C .O CU � 1135 U O CU Cn C O LL CU .0-0 ZZ EO LO L i-- CV -0 CU Cn Q Q z z W J �I C: 0 ai �a CU U U) I= W co O Lean Q CL O 2 V r� V I VICU cos L Q Z Z Q J a SHEET NO. PA 1.3