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HomeMy WebLinkAbout6614 Wagon Trail StINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS EXTERIOR ELEVATIONS 3.1 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN T ` 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN LINTEL DETAILS 8 y - - _ - - � STRUCTURAL NOTES SIN - DE TAILS � S DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS ABBREVIATIONS - D1 SECTIONS & DETAILS A.B. Abv. Anchor Bolt Above F.P. F.O.M. Fireplace Face Of Masonry P.T. Pwd. Pressure Treated Powder Room - - -- -- - -- SECTIONS & DETAILS A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius ..---__-- WP WATERPROOFING DETAILS ADJ. A.F.F. Adjustable Above Finished Floor F FIX IX Fixed Footing Ref. Req'd. Refrigerator Required ; - - PRODUCT APPROVAL NUMBERS PA1.0 A.H.U. ALT. Air Handler Unit Alternate Galv. Galvanized Rm. Room - PRODUCT APPROVAL NUMBERS PA1.1 B.A. BF Base Cabinet Bifold Door G.C. G.F.I. General Contractor Ground Fault Interrupter Rnd. R/S Round Rod and Shelf PA1.2 -- -- PRODUCT APPROVAL NUMBERS Bk Sh Bm. BookShelf Beam G.T. Girder Truss Header SD. S.F. Smoke Detector Square Ft. - _ PA1.3 - - - - - PRODUCT APPROVAL NUMBERS Hdr. Bot, Bottom Hgt. Height Sh. Shelves B.P. BRIG. Bypass door Bearing HB Int. Hose Bibb Interior SHT S.L. Sheet Side Lights - - Cir. Circle CIg. Ceiling CJ Control Joint K/Wall Kneewall K.S. Knee Space S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine l j Col. Column Laun. Laundry Comm. Comp. C.T. • Community Compressor Ceramic Tile Lay. L.F. Lavatory Linear Ft. TB Temp. Thik'n. I r T owe Ba Tempered Thicken _ - - LL Lintel Length.---- D. DB Dryer Door Bell LT. Mas Laundry Tub Masonry T.O.B. T.O.M. Top of Block Top of Masonry Dec. Decorative Ded, Dedicated Outlet . Max Maximum T.O.P. Top of Plate Dbl. Double M.C. Medicine Cabinet TR TP TOWEL RING TOILET PAPER Dia. Disp. Diameter Disposal Mfgr. Micro. Manufacturer Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher Mono Monolithic U.N.O. Unless Noted Otherwise - - - - - Ea. E.W. Each Each WayN.T.S. Not to Scale V. VB Shower Valves Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Flr. Finished Floor P.L. Parallam WIC Water Closet F.G. fixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Flr. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof -- - — -- Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 5 v` �'- 12-08-15 2.0 FRAME-WAL REVISIONS•�� 12-22-16 3.0 A1B1 ELEV. REVISIONS (2Z 01-04-18 4.0 2017 FBC UPDATES 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. al V z o 10 z� E3z C) z 0 Ln U Q) u, w O (n T E YZV) U o� m a� M w ■ '` F— c m Cl) O o N U� c9,a� 0 Q Cn u7 a rn < o MD. it &N — Z' r . • V C n"'4.t,'� y 0 in 7o the best of tljl Frngin dW - e, In Q Ion, and belief, the structura(pl0 and specifi Contained within these drawings .S6N jtr7 kb� IF Florida Building Code - Residential 6th ition. ,Engineer's signature and seal is only for the structu engineering portions of the drawing pages bearing Engineer's signature and seal. O zC) 0 n Z l-I M O M Q U-) 'gyp CL Ln Z Ln Q a .M cl� U Q� Q E 0 Z LU -J� d" wMJ o. �zgo gzz O 0 of � 8 w LL "off© Y 0 Z_ U, = L LI z 0 �Y\/ O U i7i U � oLL Y o N gaol ZLL�,LLo Z w N�$� Lr) J rl W QQ~zu Yea r Q Z w g IM or0 Z CDoul rn gUJ ,-+ a to SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. C S _ I 1_ 11 _ _ I I II L - L_--- - _I 1 ' 11 U -L-.! I III I-L! 1 1 J.� 1 I I' I. 111 .!_.➢ .. I! 1 II 1 .. 1 1 II i i.. 1 I 11 c c v TYP @ 2 STORY J S6 H.B. NN -----7vpL- ---— r24 5-SH OPT.N SD016EEP 3 FI — — — — — — — — — — — — -- :--PANTRY ' {I -' 1266 BF'r 2x6 WALLREF. I I I I I 12 - . _ -8 I I I -- I i I i KITCHEN ' --- H1 i I I I I I I A�c '-8—`' AT— C-3L6—G—.: w - OT1E- 1 Ow J. Ou1 il —FL— —J88— — — — — ` III III > O oc0 0q iILJ _----EDGE OF SLAB 2„ N I I X N BEYOND WALL I I I 6-2"6'-6" 4'-8" 20'-8" I I I -7 2 CAR GARAGE I I I I I I DINING ROOM 8'-8" FLAT CLG. I I 1 PATIO I I 0 8'-8" FLAT CLG. I I I O 0 CARPET BUILDER TO PROVIDE I I I q 2'-6" APPLIANCE PROTECTION I I tO tom WHEN REQUIRED PER FBC D O (3) 2X4 #2 SPF W/ I I I L — — — — S3 — — 3)16d TOENAILS CC 4'-0" -01, S3 WdiN (3) 2X4 #2 SPF W/ @( BASE W.H. iv o ' (3)16d TOENAILS @ 61 4 BASE ------- � t L TYP @ 2 STORY �I r �I FOYE R� ! 3068 1 (2) #5'S J O OI O I'� 8'-8" FLAT CLG. L B I O j S6 u- u- u_ TILE o q 16-482" 3'-8" T-8" T-6" 6-0"- --f '-2" t- L, I _ - I TRH' - t" 2068 B.F. 8'_8_FLAT CL oDEE„ r; 5-SH :- x6 WALL 4'-0" _0" (2) #5'S (V m - 00 M 0 M G N S3 --- - [� - b ' n (3) 2X4 #2 SPF 81_8' FL14T CI G.i FLEX FAMILY ROOM W/ (3)16d - --TILE 8'-8" FLAT CLG. _ 8'-8" FLAT CLG. TOENAILS BASE @ T� - -- — — CARPET 12 usO N CARPET 42" SLOPING m _ _ _ _ HALF WALL 10 _I 04 FLOOR G.T. _ fn 9 00 AC PAD AC PAD v I I 13 14 15 I I I8 I I I IUP h6Rl G I I I I I (IS3 I t� °' TYP @ 2 STORY J S6 H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 9-ins HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20 X 38 J 18 4 X 37 J S.H. 14 20 X 501 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20 X 72 18 4 X 714 S.H. 32 27 1/4 X 26 26 X 25 4 S.H. 433 27 1/4 X 38 N/A S.H. 434 27 4 X 50 j N/A S.H. 433 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. } 35 27 j X 63 26 X 62 1/2 S.H. 436 27'j X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36'j X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 524 X 25 j S.H. 33 54 X 38 j 52 4 X 37 1 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 j X 62 J 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" rA +29.7 / -30.8 © +29.7 / -39.2 CQ +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 GC� SEE SN SHEETH SEE SN SHEET 14.0 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131 11 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) ,'1 CM — o zW z Q � CD w _ C� �U — Ow E V"1 � V) o ,�_ (� WtM mcli M ce) O o m � m U o ;� ao Q rn A � O B D. � l A z LL 4 co c9Q To the best of the En Jr s k olvl o_rmaaQ and belief, the structural plarSt,04 pggFif.}l i �`S1+11µ�-"1`''�•ined �Florlda within these drawings comply Wlit iA 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 C4 0� N I>-�I (n M O M Q U-) a to Q ,LLB a .-. a V a o Q ... zE W d- 2 a �z z Q J � m o w a IlZ u� g o Lri 0 -0 fu N0 I.n LL_ o > N z Uoz T a �w w 0 a,P 0 'I C7 Xis dom tV g-Q8 d 45 r1 �oWo Z Noo Ln J ri Lij o u c� Q Zg In Z m o6 � Uj _uj z .--i a U0 SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 1.0 I L 11 1' II I_. I11!1 1_ I.I I I - mil _ I I_ _ I I II I , !I I I 1 - -- -__. I - -- 1L - TYP @ 1 CORNERS D2 U.N.O. screw 18'-8" 20'-4" 25 6 SH H1 D6 R&S EGRESS r---- --' ---1 J O -A FIBERGLA CC SURROUN� TYP @ 2 STORY -- W.I.C. BEDROOM 4 - P- - - 18'-0" FLAT CL . I 8'-0" FLAT CLG. BEDROOM 3 fn l I � CARPET iI II � 8'-0 FLAT CLG. m �I I o T - .{},� LIT TILE __ - •- CARPET Q w _;--._ROOF G.T. _ _ 13'-0" _ _ _ _ _ O 1 V-8" w 6-5 '" 4'-21 2 -4 o � ~ iv I 60 � � u_ TYP @ 2 STORY J S6 4068 B.F. - - - - T 2n I N ! --- 60"X36" -- "' =w w LL cA0 z m 2'-3" M 4068 B.F. SHOWER I ------ FIBERGLA R&S -- - In. 00 - co N o0 2668 - N - - - - - - - - - - - - - MN SURD OOUN - O to 51 m �101, 6'-1 5'-4" 2 -42 2668 13'-72' ° Tj -' -- Q cnCn " O0 BEDROOM 2 2 8 '*�- 4 III �; 0 A H _ _ Lij 8'-0" FLAT CLG. CARPET 1 - I ; I 8'.0 LAT CLGo I E- BILE 08 I o � - - I--2868 r36"yc.22' I I ATTIC -}; IC�'i I - l �®-�' Cr T'P `D I O Ep L L---�I b 1 LL--'I .r F4AT I 00 I o _ m a nI TII E U 00 °° - w -- c�- to CI o I r ln_ 2868 T-812 V_9411 2-4- 6'-10' 5'4- 2'-6" _ �1N 16'-8" in 4, T-7" , v OWNER'S 3R.A.G. SUITE 16 15 _ -- LOFT cn O oo 8'-0" FLAT CLG. CARPET I I 8'-0" FLAT CLG. 14 - -- 13 ROOF G.T. -- -- II CARPET z "' I O LO N 11 Z II 10 1 2 4 5 6 7 8 - — TYP @ 2 STORY I I= I TYP @ 2 STORY I I I I I I S6 J I I I I I I I II S6 J_ 1 8 38'-0" 0 - - --- 39'-0" r� 4 H1 D2 3 D2 SI w/ (5) STUDS 6 OH1 D2 I I L I I I I I I I I r--i I I L — J HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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 20 X 26 18 � X 25 � S.H. 13 20X38J 184X374 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 62 1 S.H. 16 20 X 72 18 4 X 71 S.H. 32 27 1/4 X 26 26 X 25 S.H. } 33 27 1/4 X 38 j N/A S.H. 134 27 j X 50 j N/A S.H. J 33 N/A 26 x 371 S.H. j 34 N/A 26 x 50 S.H, 435 27 j X 63 26 X 62 1/2 S.H. 436 27 j X 72 26 X 71 112 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 371 X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 1 X 63 36 j X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 j X 25 4 S.H. 33 54X38j 524X37j S.H. 34 54 X 50 j 52 } X 50 S.H. 35 54 X 63 52 j X 62 � S.H. 36 54 X 72 52 4 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET Ku SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND �111111111• 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 11131 "I 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 1093 1489 2582 427 35 3044 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) z S z�z Q a V) (D LU C) �U — 0 w r E o 0 cli LU SO 76 <rn MQo `l .a, I� s ��o oCC• Z_ `u 1 z 9'xa . 41�� ^ � LU w ull U ms. wo (py i LL ESErn , �' a(� o - To the best of the Engine#? s ke'W"lryetl �g•,,j on, and belief, the structural plans and soAtlf contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 ON z 0 ) h �V)ro0 M Q (n fO to °- ur) z Q �tL� F- li U Q a 00 �. zf° W 'a- J W Za fd w�oaC� ooQo =UZ w Z 0�z Q J a�w w ° Q8z© z cc Z U �- O p Z 'L^ Y U— F 0 ^L, W � C) UU (n N a w f o� aPv}{o 0 J 1.: " w < �¢Q 5fo Z N P� P w LLn LLJ a�o�Z 'Q a z~g M *k Lr)z O Z � LU` Z �R 0 oo � a cn W z SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 2mO SHEET NO. 1.1 __ I _ I _ _ _ _ _ ___ ,. 1 _ ___ _ —1— _ I I ___1 C0 D 0 4. is*-,40, 1 (m ��, .1 - Z I T t FA- r LL 4 ` " Z Z Z Ln orn Z 10 4 I SEE PLAN FOR LANDING DEPTH I 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 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. Y-0" MAX LANDING LENGTH MIRROR i O OWNER'S BATH u� O M O <V 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR. 1x TREADS (TYP.) CONT HANDRAIL THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN PLYWOOD @ LANDING 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. CIO i � I PRF-FNr, FI MP .InMT W/ 191 KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction and handrail to conform to the FBC 5th Edition (2014) Residential section R311.7 Riser height: The maximum riser height shall be 7%". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/g'. Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than Nosings. The radius of the nosing shall be no greater that %e'. Solid riser nosings shall not be less than'/<" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Y2" 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. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. 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 ''/2" gyp. bd. STAIR SECTION SCALE: 1 /2"=1'-0" u, z M z z a cn CD w �o O � E C%i ::D U w 1 o 0° M A 1 " 1 n n r ��� A I I 1 1 11 1 1 _ _. L I I I 1 11 1 1 I __L__1 I I I __ 1. . l _ _1 _ __ _ _ _ Ill . . —I I 1 11111 I , I 1 11 1 1 1. __ _ _. r 00 C7�1V 00 00 CV n 12 V 12 —L_ IF I —--1— — — �— 111 x 4" SMOOTH - _ TEXTURED -- —-- — — — TRIM / BAND T.O.P. -_ ---� , _;__ - - ---- -- I HGT. I I 1 If`l n rl n_1 In1 �l l�I`—!i1��I&— '�I Iul�lu Sul®lU1 1"x12"SMOOTH 25 SH w 12 25 SH 25 SH TEXTURED w 2nd FIN. _ 5 TRIM BAND , _--_. _ _ FLR. T.O.M. — CD -- --� _ _--� HDR HGT. 711 I I 5 - - �� -- F1 ll F-7 F.FL. I I --— — — — — — — -------- ----- -- — ­1 F21 FRONT ELEVATION - 131 12 LEFT ELEVATION SCALE: 1/4"=1'-0" ------- T.O.P. ------- HDR HGT. 2nd FIN. FLR. ------- T.O.M. HDR HGT. F.FL. - B1 SCALE: 1 /4"=V-0" CV ti 00 11 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH'"* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft- Soffit Needed) x 7 = (Sq. In. Needed)172 = Amount of O'Hagln Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT ..Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 18625 = Amount of O'Hagin Vents Needed C� z l�l Q CDz (D 0 W + J u, 111 � c l/ i TMU 0 o in M `� M Wm r f- C f6 M O o N yt ZY.E } T U °D aD 0 M � o, A ' De N c H B o �.. fA'..N � Ml ,Q. a- W 1-4 L Z� t W <q. N o 0 �.� �'� To the best of the Engineer's know) d , Information, and belief, the structural plans and spec' Lions contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z CV O N N t'-4 O I> O M Q -0 d- t1 to L Ln LL tl:e U M Q CL 00 u zfd W J � d' R W Za f a W z z O ce g W Z � W Q 0�a8 W J W z O U-) � z 'a N 3 U o N 0 u Zw Q Lu �Ser 00 J Z 0 r OLJL pp�� Z - 2 =J zcic Q Szo Z N N S �o w J � rl w Q W z 1 2�; �a z� $ ~ ��Z M c) z t rb O 00 g = w rn T__I a to SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO' 2z0 SHEET NO. 3.1 �1 Ohl r, r' N ti �Im zo C� 9 12 12 5� , T.O.P. __� �- _ _ _ -- HDR HGT. CJ 2nd FIN. — — — — — — — — — --— — — — — — — — — — ----------------------------------------------------- --- -- FI CJ / WEE�7__ 42 CJ /WEEP T.O.M. - - - ---------------------------------3��_T.---------------------------------------- - -- )R HGT. - - - .3- - --- ------------------ -- — — ---— ROOF TO BE F.FL. CENTERED ON DOOR 12 _ ------------------ TEXTURED —J CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - B1 SCALE: 1 /4"=V-0" 9 RIDGE VENT _ __Y. I I2777-07 12 — _ — I � T.O.P. HDR HGT. 25 SH 2nd FIN., T.O.M. HDR HGT.----- _ - - - -_ 2'-011 TEXTURED °O `r CEMENTICIOUS ~ FINISH ON C.M.U. (TYP.) F.FL. - - - - - - - - - - - a RIGHT ELEVATION - B1 SCALE: 1/4"=11-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Root) - 72 SQ. IN, OF NET FREE AREA/ FT. " (Sq. Ft, Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formulas (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / g = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.26 = Amount of O'Hagln Vents Needed 4[J M z z r to o 4-- J w n3 p �V — O c Lu E C) o 111 F— yp1 N C @ M M U 5 Cn ¢ \ 0 D W n r'A�J PQ -1 w:t.l_ a- W d IJU LLl{�'N •�. FLO2 �,, oR T • •'' � ply.]`\\\� To the best of the E nglAo s knowl orm ytl,sL nd 1ned belief, the structural plan � JJr 1N+QiA•J' within these drawings comply w'Ut (i't Jt __Fi%-ride 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 r4 0 � I\ H(nlMOO M Q U-) Ln Q_ V) z Qa i° In a V Q Q 00 z(0 WJ C:) z ce Z a vJ z �,aair 6 0 _O gr 0 W = NOlw J g L l W U 0 1 .) _n3 0 a > N o z ° Q �� ohs w Cr �$ N � Zaa w o Qa�3 Q d- E 0 $S� Z z N $� ,tea Q di Z $~ M Ln Ot z Z t t11 � 0 a z rn 0 00 ,-4 a 2 I V) SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. 3.2 VARIES 1'-10" 1" 2 2" 'NOTE: ill 1" RADIUS —IN '4 FOAM TO BE USED 1/2" RADIUS p ONLY WHEN 3 1/2" RADIUS `�'� REQUIRED BY COMMUNITY ^� 3/4" RADIUS a N 0 SPECS. IF NOT, I N 71V CO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" " RADIUS SIN BUILT W/ STUCCO. 1/2(n 1" 4" VARIESEDGE OF (V 1" OPENING VARIES � Q 0 2rr VARIES "V w 0 E cv 12" VARIES �TN (A ti 1 1/2" RADIUSI -- I U M w M 4 4.. 2" E 0 6 N 4" 2 1/2" RADIUS = 3 " illLO CV r�� MIS fD Q 6) O B D. CD in VARIES 12 321 11 i ^TN 3" err err 1" 1° 1" BASE N �a 1 rr 1 rrrrrr 1 r 8., N Z8 N W W 4Z " � m nt'z _� � Z rn c tl • rg I— (n N a r7 4" W is LL `� a 0. W V a 1L ° O �z V Z Q mm 1rr �Z 0,:2- ¢� 'NOTE: VARIES 8" 2" N W a o o M J o FOAM TO BE USED io ❑ r To the best of the Engineer's knowledge, information, and 3„ ONLY WHEN belief, the structural plans and specifications contained REQUIRED BY within these drawings comply with the 2017 Florida 1-6 Building Building Code - Residential 6th Edition. Engineer's COMMUNITY 1" signature and seal is only for the structural engineering SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1' 4" portions of the drawing pages bearing Engineer's signature DETAIL TO BE ll and seal. BUILT W/ STUCCO. EDGE OF 2a OPENING 1-1/2" THICK 1-1/2" THICK 4" 10 N y y t�7 -I_N 10" 6" 21rr a �t E r _- IN rIO M 2' N 2rr 4rr 3rr 2- 2rr iv w w AN z O Q Q N > > � CD - >CnMcro O 1-1/2" THICK -- - - - cn f0 Ln 21rr 3rr d V) � v- Ln o Q L U- Ln 5a 2'-4" 1'-10" v - - - V7�— d M r fu 52' 1r 5rr 2rr 7 i 4 y _- a U �- 00 5j" 1r_4rr 3rr - z N I V/ Q a" 1" 12 VARIES VARIES W _ �f VARIES VARIES 4'r 32 ________ - 6" 4" KEYSTONE F11 CD KEYSTONE F11 00 � � g o N ; _Oda ��� _ OPTIONAL OPTIONAL � : s i o N N J S w < O 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" ~ u t =k W g � NOTE: - 0 o • INSTALL OVER STONE, TYP. VARI• FIN. TO HAVE TRADITIONAL O Ln ES LOOK & SMOOTH FINISH z -d 3 • FOAM/ EPS MATERIAL IS D M F— ACCEPTED L CC � o ? NOTE: O •_ 0 • FIN. TO HAVE TRADITIONAL LOOK & V-4" w SMOOTH FINISH 14" V-6j" 14 12' 2 1 U (/� 2" •FOAM/ EPS MATERIAL IS ACCEPTED 54' 1' 1 UJ 5 7" X 3_rf 3-8" a 4rro s Hm 1" 101r V-4' 10rr �- o - N N W 0 ip 1 aoLuQ N ti - - Z N o, �* a z N of UJI Lr) LLj a a LL w 1" N L1J w O - - - _...--- - - - F- z 1" - - - - •- Zg _ a 1- "V . - -__- O 4 T a Z N - --- - n .-i 0- U0 f - -- _ SCALE : AS NOTED - - - DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 1 � z 10 'M b N SIN O _� GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM F 1 • POLYCOAT (HARD COAT) Al'`r ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance With FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G. F, I . GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET vmq DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ]P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUSTFAN ;W EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR @M SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL l DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c/5 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN 99 (1) PHONE LINE, (1) DATA PORT POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 01 #12 copper to 20 amp skis 200 AMP 00 #10-2 copper to WH 10 #70-3 copper to Dryer METER �1 r 2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION WITH RI III IIFR MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" U u, CD � z z� Q J CI_ z W nV)n ' � c/3 w w ~' E �V) F 40 in U w N M M Cto2 T 2 N U f° C— rn o <L Rio rc a � N ci ��o�o �z � � o Z W N Z 3 O W I.L CLL Z� a �� Z �,E,rn� Wo M co ¢ o W NaM 08 o 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. 1f O 0 Z f-1 0 0) n O 00 > V) M M Q U 'p u') Q U_ for M � U a00 Q z� � WJ C:) d' 5 w� Za ad F F uZ -O iww� z g z !� Z J Q�� �2eX C) Fr L0 8 O w_ Ln LLB o > N z U (,r) O O LJL W o ��$ I J ,CD Z W CJ a N (y- Z d' a ujo CY J LN LijZ W gEo U $ c� Q Z g k Ln O Z Z ~ W �o coJ � Q = a z uj T-i a U) SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 1 14 copper to lights & outlets 1.- 1 #112 copper to 20 amp cots 200 AMP #10-2 copper to WH # 10-3 copper to Dryer �5 ^L 2/0 or 4I0 SER Alu 200 amp 150 amp Disco n Ct POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ------------------------------------------------ GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY RECEPT. FC......... PET -DUPLEX CONVENIENCE OUTLET I p 12 - / IN ATTICJYy �f"'1�;1 ' I - --�-- --I I' = - - l DUPLEX OUTLET ABOVE COUNTER O+ �&wP WEATHERPROOF DUPLEX OUTLET FI I 4- `--J - ROUGH -IN FOR L _ OPT. CLG. FAN/ G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET -� ' I I -- ; ► -- - +- I i � ._ I \ LIGHT PRE -WIRE I 10 I i \ I \ HALF -SWITCHED DUPLEX OUTLET I � � I I I \ I SPECIAL PURPOSE OUTLET db I DUPLEX OUTLET IN FLOOR S.D 220 VOLT OUTLET }•-�qp r—� WALL SWITCH 3 THREE-WAY SWITCH � OWNER'S / _ _/_ � FOUR-WAY SWITCH 4 RHEOSTAT SWITCH SUITE / // -- LOFT $R C\ � H I \\ CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE G �' -- ROUGH-IN FOR I O RECESSED LIGHT FIXTURE OPT. CLG. FAN/ - --- I I ROUGH -IN FOR LIGHT PRE -WIRE,,,, - --- I OPT. CLG. FAN/ LIGHT FIXTURE WITH PULL CHAIN / I LIGHT PRE -WIRE 1 2 -*-7 TRACK LIGHT I I 11 T I I ` FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) F1 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER mpg ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR C Im J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT UPPER ELECTRICAL PLAN SCALE: %4"=V-0" ® � CD Z M _ p4 N z QQQ Q Ln W cn w O L m V w d) M m M N --0 M 4/..,... �. �. U .0 t.L pp � oO 01a m rn o N o oNo Z Z W Z a�N oW a 0- O Z < �sY LL� mEop o m m Z ° < W N Na�j� Jqo[] � O ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z cV 0 n f>- CD M Q LI) 'gyp � n 0 Q — Ln Q �. UE Vfu a00 Q ZZ ru W J � d' J �z 333'y 0 Z a Ea N < U?°o t�szz ___I 00 Z, Q _U© 0 L r) U Z Z -a N LJJ 4 W o N a U U) J r-o OJ IlD z u fV Q = � ��za Q �$IdX Z cV N a w CY a�orZ J r-1 11.1 Q � Z o Z UV g M k Ln Z a m 00 � 2 `� ,-i a V) SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. 4.1 ATTIC VENTILATION ATTIC VENTILATION CALCULATIONS - B1 REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge 1/300 Rule Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented of ventilation to IN. of I SQ. IN. of SQ. IN. of Ventilators ventilation soffit vented be provided ventilation Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 __ 0.0 (Zone 1) 0.0 Upper 9 2.000000 Floor (Zone 2) 1533 1472 210 736 53 368 135.0 --- 276.0 411.0 ' NOTE`" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"' (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. " (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT ..Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed u7 z�® z�z Q J I� z C t n CD w f'6 0 Ow t/1 o 0 mn 04 U W ' ~ 8 M fh C Cl) 0-0o µ LLm BD N�'. LL J LU LL N,.. • ` U z 8. -X Q N . W M N To the best of the Engineer's knowle ge, In ormation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z 0 N n 0-4 O 1,0 > Oo � M M �C to 'gyp Ln f� ^ 0C U a Q 00 E Z � fu W J � 5 �0 w 0 F �a F a- �z0QO z Z z w �-2 u u�!z z �z `• Grz rou fz -v N ul u.1 r) •�, o > V) U JLu o �"`►, 0 r-4 Ors O v O� CC Q Z N ~VJ W t 4 � W a w 0" �C L FE llllZ�{ v ATI 'I\` (iJ W r1lO ,--t 0- 1 U0 SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 5.0 l_ _ I _ _I I I I I _ _1 _ u 1 _.__1 1 1_____l1_1 _ LNI I I I I _I I I I I I I i __i- I -m _ c c c TYP @ 2 STORY J S6 H,B.t I ■ ■ ■ ■ ■ ■ ■ ■ ` Imo" 2 STORY I CC (2) #5 REBAR CO S3 VERTICALS w/ in o I FILLED CELL I Cn 4 o ?)o,-o,. o JII 3 v Ilr�llz J r---- 00 I I iv ■:i I CJ �? it-:- 0 it —__�I CJ IIL4'-0" � 1r_ --_—_— `J — I 3 1/2" ;n STEPS AS I KITCHE NDI CHASE I I P SLR I REQUIRED PER LOW WALLS : TO I FIELD CONDITIONS I ISLAND I ■: I I F-- I 3-112" MIN 3000 PSI CONC. I I I I 1 Y2" SLAB FOR NANDO I L I RECESSFORI I COUNTY ONLY CES 0 o S3 CONIC I I I m T I I MASON S SLOPE SLAB OVER 6 MIL I 2 STORY I 3 1/2 FOR WIDTH VISQUEEN VAPOR I I BUILDER TO PROVIDE BARRIER `-' APPLIANCE PROTECTION CC (2) #5 REBAR L I I WHEN REQUIRED PER FBC S3 VERTICALS w/ in I (2) #5'S -- 1 FILLED CELL � � �b'd' H'� —I•- o A-2-13" T TYP @2STORY L — — — — — — — — — — — — — — — — ■ &S6 PROVIDE Yz" x 9" -3 1/2"SLOPE x 2'-6" x V-0" RECESS FOR FRT. DOOR W/ (3) #5'S E.W. ■ 0.01. TOP OF CONCJ PAVER TO BE 4" L o . BELOW FIN. FLR. S3 cn I I I � I • (2) #5'S ■ : I I I STUB U 1 _91. ,_O,.. :::::: 13'-74"- 2ND FLOG I I I I FOR A/C I I GS' o E, N N CJ ,- r �1 CJ ' 2'-6" x 2'-6" x 1'-0' W/ (3) #5'S E.W. iv o � _ — i — — I I — — — t 19'-01, -' . _ I 5'-416" L JI } INDICATES FILLED CELL w/ 3000 'I --_ PSI CAM GROUT TYP @ 2 STORY • I %' --' � - I • • • • • • • • • i__i BEW/ ( #5 REBAR VERCT I J ' ' ' • • ' . ABOVE SLAB TYP @ ALL PLACES : SHOWN HOOKED FTG. DOWELS 5" I U') iio co'I EMBED W/ 25" EXT. ABOVE SLAB I —'! �'' I j "GRADE 40 STEEL" cv HVAC CHASE ■ : — ' BASED ON I — — J 1 0'-0" I J LOCATION 54" . , 16-3" iz G :: I 4 4 J ; S6 °0 ■................ ..... ........... �. ..... .............. .....:....■ H.B.I.. TYP @2 J STORY S6 6'-0" 6'-0" 6'-0" 4'-0" 5'-4' 2'-23" 1 Z-1 FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w to � CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" • •+�� :;: #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER �• �'' BAR ONE FOR EA. ' ' • HORIZ. REBAR, TYP. .. U.N.O. • „ ; ,; •'; •_ "Alternate: ' ; • The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" W u, C� Z o zco z Q V) z CD 4--J (DOD w d O L E t— �m U 04 d04 wE �MM Lo C N 0.2 0 I--Il m o�^ U)i o CD Q rn C%Q o All B D• ••p%�d�ES�t t� ZC1 0a OC__ .- J •�; ,�"tea._ r's��_.., • ra.r ♦ � � a L L lzakl� , To the best of the En jj s kngWrgdg irt( on, belief, the structural pla d,8l�j speclffca Ks cont� . within these drawings compry dbfe'Ff)hRr 17le 1dd BuildingCode -Residential 6th EdhftddAA r1 ' signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 � (n�00 M Q (A m_ Ln a Ln Q LLn L CL ,� � 3Q00 Q 0�0 � Z W J � J W� Za �a :z W zz J z z f 01L E O o � �i `0 F-- z ro C g Z 'a h.0 1 ` z U)3. 1 ) 0 N LL U Oujw 0 C U�� N Zia Z Nag NUj Ln a�ya Wz Z a g LnZ O Z � c m`jM�, �_`� 4 J Uj i. 0 W SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 6.0 --- I u _ 1L I CA 1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 112" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH.118 10dx1.1/2 HT74 2715 5/8"ANCH.12010dx1-1/2 J HTT5 4350 3740 5/8"ANCH.126 10dxl-1/2" HTT5 3225 5/8"ANCH./(28)10dx1-1/2 K 0 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7 * 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 *" 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HI IS96 1550/3335 "` 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 "* 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S MTS16 1000 860 14 - 10d x 1 112" MTW16 11195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 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 24-1Od X 1 1/2" SP1 585 535 10 - 10d SPT22 1 685 1 8 - 10d SP2 1065 605 12-10d SPT24 1 1030 12 10d 645 555 12-10d X 1 1/2' 4- * MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR q�R�ER CONT LEDGER (A) T$ INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ---- STRUCTURAL 2x STUDS SEE PLAN X _ _ _ _ ,-LJ j SHEATHING (SEE TB13 FOR INFO x --- FT2 04 FOR NAILING INFO.) PLYWOOD FG3 _ _ _ _ _ 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS - FT5 I I I I I I I I 2x CONT. W/ 2 O 12d CANTILEVER I I I I I I I I NAILS @ EA. TRUS FLOOR TRUSS r• C7 I I I I I I I I _ ~ 1I I 1 I I I I I 2x4 CONT. RIBBON W/ - - (4) r 16d NAILS @ EA. TRUSS TYP @ 2 STORY 2 J A 2x BLOCKING W/(2) -12d D2 S6 NAILS @ EA. ENDT-OILSEE PLAN TRUSS BRIG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" MAIN FRAMING PLAN SCALE: %4"=1'-0" 1 Lou �: z o z� Q J z V^)' �W-.J w 0 Lu cEQ� o F— � U m 04 §'� u w � OcD �' rn f� o inv <C Q o aw AWN _J..je E rn 1 LL O F [��. ♦, +� N°a to * n � O To the best of the It4p4gr's knowledge, info(n, and belief, the structural plansa�df spetJQcttI04i6tddritained VIch within these drawings comply �i 17 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 end seal. O Z fV 0 z I> -•I U O M Q L/) Lr) a Ln Ln 0 Q LL q U E' 0c) Q z CD W J C:) d' Z za z Qg 0,o z w Z �Z OJ O Z U L0 Ir O v 3 L l o -2: fV p U (n J L L. o O LL- O . O S © O C z CC Q Z N BS Z W fV Lr) di � .J � LL! v � a Lr) z z � g coo O 00 z g LU T f SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO° 10 SHEET NO. 7.0 ! It : I ! _. ! ` I I II - _ _ ! - II 1 L I 1 11 II I I. -L I IOCKING IY 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 1 112" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA201 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1Od x 1 1/2" RT16A 1380 1160 9-1 Old X 1 1/2"& 8-1 Od H HTT4 3610 3105 518" ANCH. 081 10dxl-1/2 HTT4 2715 518" ANCH. / 20 10dx1-1/2 J HTT5 4350 3740 518" ANCH. ! 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28) 10dx1.1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD51B * 4505 3785 1518" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 "" 1005/915 ** 8 - 10d x 3" JUS26 1115/1060"* — 8 - 10d P HUS96 1550/3335 ** 1335/2820 "" 20 - 16d x 3 112" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 "* 30 -16d x 3 112" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1 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 1-112" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U 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)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" FITS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" _ SP1 585 535 10 - 10d I SPT22 1 685 1 8 - 10d _ SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 _ 12-1Od X 1 1/2" _ " MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0.0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) 11\-(+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+l- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD a@ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 P Y C jRIE�—� (A) INTERSECTIONS. SPLICING LF tC TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NU I E: SEE SHEE I D-1 FUR RUUF 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 CDT Z o z z Q a U) Z V) U Q) C w 0 •U — .M- O E r o aG 1` U w ' i ~ r r mM C M fp M O O N _ U 1z o W OL p Q $� o 01 Q O 6 D. N� nAV,FrU1 IQ=I"'LL a• o, Ui .�. •y•f' To the best of the Engi %%��''����owledge, nforrry�gA and belief, the structural plans �Ndf� ned within these drawings comply with tA,% 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 ON 0 � N t>-iLnM0 M Q V) 'gyp a V) z Q LL a QUa� E u z W ��� J uj =a f zbz0,0 J Pa°0 95 dzg � z z C aZ y 1 Q- N N o O U— ILL.<�r- �W o o J O p (V gad` wZ ad- N QC,U,o $ goe z z N Ln u- 0 J Q di z o Z $~ d z M O Z � m o 06 g = 1 � a U SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO" 10 SHEET NO. 7.1 I 1 11 - I - I! 1 11 1 IV 11 __ I I ___ i - 11 ill . . i i ____L_ I . . L , ! I I - I ! , I I I 11 1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bad joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. LI-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 Ul 80. 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 Safe vertical load Safe horizontal load 1-0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CREPE, QUALITY I 8F8-1B/1T 8F8-0B/1T X) ®R 8RF6-0B/1T 0 0 0 U.: 0 8RF14-1B/1T 8RF14-0B/1T Jllk — .. '11-1. 4k FORM & GROUT SOLID _7 r 04 9 0 0 0 0 0 0 #5 BAR CONT. 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T 0 0 N) 81=20-013/11T V' LINTEL DETAIL SCALE = N.T.S. �so i p me F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 EBA @ BOTTOM F_ REBAR OF LINTEL CAVITY D B/1T 6F16- tNOMINA QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL — HEIGHT 0 #5 REBAR AT TOP MIN. (1) RECI'D A ___$_112" t" ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN_ (1) REQ'D— 1-112" CLEAR —GROUT 45 REBAR AT I BOTTOM OF 10 ZO uJ U, 6 LINTEL CAVITY 'u �_ uJ uJ BOTTOM 0 er d 0X REINFORCING Q ¢ 0 Co PROVIDED IN Z LL a uJ b 3: LINTEL < t; 2 (VARIES) Cwt si MATERIALS 1 . f c precast Trntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11 " slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 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 manufacturers specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5- A bonding agent must be applied to the Steel Box lintels prior to applying the cemenfitiuos coating. See contractor specifications 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) STRUCTURAL SHEATHING USP MSTAM36 STRAPS EACH STUD ATTACHED PER NAILING ((1) STRAPS EACH SIDE) CENTERED SCHEDULE W/ (13) 1 Od NAILS& (8) Y4" TITENS X OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) oL SEE PLAN T/VVALL 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ --8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END W1 (1) #5 CONT. --SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL SCALE: 1" = 1'-0" A 6-8" LL LINTEL PLANT SCALE: )/4"=1'-0" 1 0 Cl) cli M, V1_ X � cn L_U U 0 Lu E L—n r- 53 W CO .9 CD on r-- 04 UJ g g M M cfe cNn 0 0 Li- U - 0_,Cd,_ < M 0 CO CL V) 0 'TC, X CL Al I ,BID. .......... ,X c> c4 Z C> —r— U4'11-, U_ UJ LL F:t t -, �� . 415 M.. !i. N LU To the best of the Enginee?7 eledge-,InTorma I V,.n, n2r belief, the structural plans an p"V#fJ ed within these drawings comply with th orld Building Code - Residential 6th Edition. on. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. C> Z 0 1­� C:) V) t.0 M0 N < U-) M Ln WON (1) — Ln L_ LL Z 10� U CL co Z W %0 w o UJ Zg Z Z 0- ,.< ce QX UZ80 U rL� 6H uJ Z Ln U 0 Ln Lr) 0 > U U-) LU uJ 0 5�49 r wo r-4 Z Z UJ Lij z UL�,, < Z Ln C:) Z Z tZ 0 0 06 :5 LLJ X: 9 Lu 0- V) SCALE AS NOTED DATE 1/5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 8.0 III I I I I H I _1 _ t l I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DE EMBER 1 T AT PP WILL NO LONGER B PRODUCED F R RESIDENTIAL OR GENERAL C 3 S 2003 CHROM ED COPPER ARSENATE CCA C L E0 CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I 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. I 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 kz 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, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/EMS 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. CCO G 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND DRAWING TRUSS SHOP FLOOR ARE TO BE SIGNED AND SEALED BY A S FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" = 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: 1 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4,2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4, CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 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, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4. 4 3 ALL PLYWOOD USED FAPPLICATIONSH US OR INTERIOR SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4. 8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad, (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent slgn which identifies the termite treatment provider for and need re -inspection andtreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler syystems including all risers and spray heads shall nbt be installed within V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering andfinalearth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is required. 9. FRC R318.1.5 on ete overwur nd mortar along the foundation perimeter must be remov bec%re exterior soig treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1,6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA 140 MPH WIND SPEED (ULTIMATE) WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THECONTRACTORSRESPONSIB ILITY TO REVIEW ALL DRAWING BEFORE S BE 0 E CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ET ARE TO BE SYP #2 R C O BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. zC z�z Q z 0 nX LLJ_ C)•V - 0 c 15 E M C) U g 04 m �M M w t- E .1 04 ooN o U� CID t 00 Kti a A B D. ICA MH a7lr O ur (b CH J T'j.,I 1. 1% 01 .6, o O��z N d To the best of the eer I e, ornna Ind belief, the structural rd speci Ications��((((� ed within these drawings co pl�p=0D1�}MI'Ida Building Code Residential 6th E I - I ngineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV O a� Ma > fh j f0 L^ Zn O Ln LL d ^ cr_ U a a ,, Z WJ C:) W z d fa F_ �aa W uz00 z L) z 1pJ� O C0 L O U � © g w I- U z t r) 0 _0 r*.", Z F � fu � J o > N °C o U F- o LL �p 0 O F- CCdo �a a Z is �d Q Z Z J N W 91� W Cr a(ijo�i �u8 ri LLI 2 $ z UV Ln Z Z g z coob Z w = �o dW SCALE : AS NOTED DATE : 1 /5/2018 TECH: M]AM ES VERSION NO. 10 SHEET NO. SN 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O a 5'-0" �, e STUB -OUT FOR GAS METER O o u7 O � H o_ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1 U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE m 15/32" CDX PLYWOOD OR 7/16" OSB1+ +L .... + RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. CD V �- + + + + + + + + 4 + + + + + + + + + + + + + + + + + X++ ++'++++ I+F+I+++++++++ +++++4+++++,++-CO+ + + + + + + + LZD to CD n 0Ci BID UJ lu 4 z z E !Ln � 2l.0 Backer and Filler Block Dimensions Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nee wood panels Two 3/4" wood panels or 2 x p 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x — lumber FILL CELL w ar CONT. #5 > STD. 90° HOOK BAR STD. 90° HOOK BOND BEAM - CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 1 1 1 I SEE PLAN FOR REQ'D r�PLYW00D FLOOR COLUMN AND j SHEATHING PER PLAN CONNECTION 1 I 1`1 TJI TO BE CUT TO ALLOW y" �--:'�'�—FOR BLOCKINGITJI I i.a I --MASONRY WALL OR INTERIOR BRG. WALL G TJI PER PLAN i OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR — Solid block all posts from STUDS above to bearing below. DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL (Not required if both loaded equally from above) N.T.S. 9 Filler blocking x ° / 1/8" min. } Small gap 2" min. 4" max. - - 1/8" gap Web Stiffener Fastener Schedule x. 1 �. Joist Bearin Location Series Depth End Intermediate + / o BCI 5000s� 19 -7 8" 2-8d 3 8d r - A 14" 2-8d 5-8d Clinch nails - - - 9-1/2" 2-8d 2-8d when BCI6000s®I1.1-7/8" 2-8d 3-8d - --� 14" 2-8d 5-8d possible I BCI 6500s _---- 1 Support back of web during nailing to prevent damage to f 16" 2-8d 6-8d pPo 9 9 p 9 11-7/8" 2-8d 3-8d web -flange connection. I BCI60s 14" 2-8d 5-8d 2) Block solid between joists for full length of span. 2x4/PI g oodlOSB weber 16" 2-8d 6-8d- 3) Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8"_ 3-16d I 3-16d - 4) Place joists together and nail from each side with 2 rows of 1 Od nails Y"v stiffener 2"min. gCl 90s® 14 5 16d] 5-16d required when indicated or 4" max. 16" 16-16d I 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. - OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - - Under 2nd floorcolumn w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side atat bearing. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls � MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) io ❑ io A %" ROUND HOLE MAY DO NOT CUT HOLES 6.. BE CUT ANYWHERE IN 6 611 CANTILEVER LARGER THAN 1Y2' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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 1Y2" 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. higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below — Load bearing wall must stack over j blocking and wall or beam below.* / Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. USP MUC 5/8" � THRU BOLT US ML R TRUSS 'OP PLATE L TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 /HTA 20 INSTALLATION-- - A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) 7R- SEE Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU STEPLAN FOJoist hanger ; , FOUNDATION INFd STEM FOUNDATION �t �C k. GRADE Filler block. Nail with 10-10d nails. d Backer block required where top 4 A mount hanger load exceeds 250 lbs. Install tight to top flange. d CA. Tr gap I- -T • a T II t Backer Block I A/C CHASE 4" PVC (2) #5 REBAR "Top Mount" "Face Mount" SLEEVE THRU FOOTING Backer block shall be tight Backer block shall be tight MONO FOUNDATION to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height TYP. FND. PENETRATIONS 7 requirements 11 r SCALE: N.T.S. ,-0.6 X Joist p I % depth ire �_ I \� 1 G I -JOISTS BUCKETS MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS N.T.S. REINF. SEE PLAN HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 • NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIP E PENETRATION PLUMBING LINE ,a d ..4 'd io �`— • ° • 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 4 C .d d ea L >� a a = 7 < rr- 'I I SEE FND. PLN. SIZE & REINF. M z z� z U Q1 W �, � p 0 "' E � m U a� w m N 8 a o 0 Q rn A 1 a Z LLZr Vv���v;� < To the best of the Engineer's k�io , tq I and belief, the structural plans and sped!fl c�40 8 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 I'V >(/')MO M a°I°^ I— ca.�►' ItY V a � Q � Z J W � d' w� z a f¢ F- �Z�O Z�z z z J � R��o fz o � N < o U > � O u- h Z N ��,�� z a �� Z lyj z sr M Q Z �H$ Ln z m � Z W �6 SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION N0. SHEET NO. SN 1 ! Li., I 111 1 1 I 1 1. 1.0 1- 1 1 1 1 1 ... _ I I I I _ ' 1 _ 11 1 11 I --. -.- - I I. I I L 1. I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O (U.N.O.) (OR %"GYP. 2-16d TOE NAILS @ EACH END TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING @ MID CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS _ .._ _ - ___ _-__ . __ - - - -_. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL.HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @GARAGE SIDE IF z _ _- ___ __-___ SHEATHING W/ 8d COMMON NAILS @ APPLICABLE. __ _ ll - INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN v f it 3/8" MORTAR BETWEEN EDGES, ND @ 112" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E - _ __-- -,: _ -_- _- - SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ALT: 1/2"x12" TITEN HD 24" ( @ UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH M co„ ELEV. 0 -0 ALT: 1/2"x12" TITEN HD 24" ( @ 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE x 0 10 WEDGE ANCHOR PITCH >4:12 ll OL A.F.F. O.C. „ R O 5/8"x10' WE ANCHOR @ 24 O.C.) 24 x 6 W1 4 x W1 4 4 O @ 2" .C.) x 2" ,DGE (2) LAYERS TYPE I OR TYPE II e ° -----1�---_ � WWF OR FIBERMESH WW OR FIBERM ESH (#15 OR #30) UNDERLAYMENT - - - ° ° I -I I - I - - D ° tl ° , ° , ° z ELEV. -0'-31/2" 31/2 MIN. 31/2" MIN. FOR UNDERLAYMENT REQUIREMENTS SEE R905. FOR ROOF PITCH 4:12 OR LESS. I I I -I *- o - - I ° 4 , ° ° a -,� ° 2x4 CONT. Q O 0 A.F.F. U- ° JL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. - -- I I I r ° ° ] ° o ' °--1'31/2"(min.)- 4" ° I I I I I� I�I II- p ° . 1/2"(min.)- 4' I- 12 HURRICANE ANCHOR EACH @ _ _ - - I - I I II i I II I I I I ° GARAGE DEPTH VARIES ' 1/2' min. - 4 J - I ° ( • �1�(31"' - - ° •' - /2"(min.) - 4" - (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS „ I g >i ° T" _ - _ -I I -_ III- = I- I I III T - i - ° ° A MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" T'? 1'-4" 8'r (2) #5 CONT. T- INSu ION LE SHINGLE ROOF U.N.O. MIN. U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL a@ STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING osEc�P ec s SSE GYP. TYPE @ GARAGE W/A HABITABLE ROOM \12'0N.. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ �M �M s �o M �o� CEILING & 8" O.C. WALLS SHEET LOAD BEARING OR EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C � c°N (1) ROW 2x BLOCKING @MID HGT. FOR WALL HGT, < 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: SEE SECTION C/33 FOR ROWS 2x BLOCKING @ 3rd PTS CHART ON FLOOR FILLED SOLID W/GROUT _ #5 VERT. IN FILLED CELL 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". PLAN SEE CC/S3 OR c�v LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" @ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"' EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR `USP SPT22 TYP. (6)1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600# s SPACE ANCHOR ) •� BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 i" 2x P.T. PLATE FIBERMESH f - WEEP SCREED INSTALLED BAR a o END OF 2" x PLATE WWF OR FIBERMESH r- ARCHITECTURAL FINISH ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR _ LU ° 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL ' ' GRADE MONO OR STEMWALL p„ a ° ° z T ° D FINISH GRADE °O - - o o #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi (GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN U.N.O. FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY Z, o III=III I 1 11 -III --_ III a III III III- ? 6 MIL VAPOR BARRIER - D ° - I N z I I W #5 REINFORCING BAR - 1x4 P.T. BASE NAILER 4' x4' INSPECTION �I_ I I_ -III i III =-1 I � ° • - - #5 LAP SPLICE (2) #5 CONT. - - - - 3 1/4' BASEBOARD PORT AT EACH NOTE: G p I III 'FOR BEARING WALL -_III -I . III III III- N _ -i •- I__I I _ [ COMP. SOIL. (COMPACTED TO(TYP.)8" f I - I I I 36" MIN. LAP [36"MIN. LAP] ON 3"CHAIRS 1-4 8' MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL II W/ UPLIFT ONLY _ _ _ _ _ _ � -III-III- I_I i III i I_=1Ti=1�_ 1 1= 95% MODIFIED PROCTOR ASTM I- I -I I I I - - 10, c� AT GARAGE CONTRACTOR - _ III III III � III-�_� -_III III -III III - _ III III- - D1557)- MIN PSI MAY VARY PER TO CUT BLOCK OR POUR - -1 -III III=1 I III -III III=1 =III III-III=III=1 -1 _ III- _- = I I=111-11 F9 I -I 1 I I= -1 11 I-1 I 4" 1'-4" #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HCJOK TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE "'-"i f I 1-1 1-"'- - CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1AXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-01, S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 s SLAB INFORMATION. SLAB INFORMATION. Z_ co - - - I I' ; * 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VA I 6 x 6 W1.4 X W1.4 ° °Q 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w! (3) SEE ROOF PLAN _ S.G.D. (U.N.O.) WWF OR FIBERMESH N 6 MIL VAPOR _ > 1 _ _ ? �- min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M BARRIER , p 4 u • N °217- v a GRADE SEE PLAN AT 24 O.C. MAX. FOR CONNECTION INFO ° r e • COMP. SOIL. ° 00 a * �� TOP OF BEAM & LAYOUT DESIGN a (COMPACTED TO 95% - III _ _ (1) #5 REBAR w/ OPT. SEE ROOF PLAN -^ - e ° oo a ' ° W.d MODIFIED PROCTOR ASTM D1557) 3 MIN. CLR. = I - - SCr EEN ENCLOSURE �T FOR STRUCTURAL BEAM SIZE & . - o m e' ° (2) #5 REBAR CONT. 4 I ,,-2x4 P.T. ! .'� CONNECTION INFO c� _ I 8 ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE MIN. 7116" I I U.N.O. DETAIL) O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ I ' SEE A/S3/J/S6 �g TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL _ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 COLUMNLOCATION SCHEDULE OPTION #1 w 1/2" GYP. BD. ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > SLAB INFORMATION. r, HOLD GYP. BD. W 1/2" FROM SLAB o SLAB STEP & RECESS S.G.D. M CONT. BEAD SEALANT _ SEE FLOOR PLAN FOR OPT: DEPRESS SLAB 5 Y" DEEP SCALE: 3/4"=1'-0" S3 AND 6" BEYOND DOOR TO a STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND • INTERIOR -: _ 2X STUDS @ 24" O.C. U.N.O. & BASE CONNECTION INFO. MASONRY WALL AND CONCRETE SLAB EXPANSION JOINT ° 31/2" SECURE 2x4 P.T. BTM. PLATE 14" O.H.D. RECESS 1g O.H.D. RECESS = a GARAGE w/ 1/4"x3" TAPCONS AT 8' PAD FOOTING PAVERS z r CONCRETE NAILS W 1 1/2' N 1/2' GYPSUM WALLBOARD U.A. O.C. 8" MASONRY WALL EXTEND FILL CELLS c c EMBEDMENT 12" O.C. @ W/ DRYWALL SCREWS 8"O,C. xh @ TRIM PER PLAN TO FOUNDATION PAD ' ' c= • ' .' ' ' .. . ; .. ' �• " STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. ;' -rf III .` •,: .w - _ m , I =r •; .. '• h "' PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN - CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, M 00 ? GRADEn ° �) _ TI - 4a - • ,. _ - _ ;'' ' j - co TENSION 120#) CONCRETE SLAB E _ q � SIZE VARIES PER PLAN _ -- _l - 4" - . 6 x 6 W1.4 x W1.4 w/ MIN. (2) #5 VERTICALS Lu 0 III _- I •• •. .y - c � r WWF OR FIBERMESH "' FILLED SOLID Z Lu U II III IIL; .� - �: - N - n 1 B PER BRICK PAVERS or SLAB oQ- n� O o = z - I_ .I • •� • • _ _ _ z Q • - • . - I 0'-0" FIN. FLR. Ci0 MMUNITY SPECS LL fV _ - ch - M 6 MIL VAPOR 1 - - = W 1 1 I_I 11 III-1 SEE A/S3 OR J/S6 T SEE A/S3 OR J/S6 _ L II I_. III -III=1 I -III -III -(I -1 _ - 1 -III -III III III _III--' FOOTING L) FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3' MIN. CLEARANCE BARRIER ;IIIIIIII I I I I I I11 _-III I _I_I 1= _I -III -III I-III-III-III-1 -11 F 11- BEYOND 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) 1.1I I I I I 1 1 I_ :?� ..r. ; :..' ' ,y PAD REINFORCEMENT 3" MIN. CLEARANCE SCHEDULE) 1' 8" (2 STOR) V-8" (2 ST RY) 4"4" •.-y :� '. SEE FOUNDATION (SEE FOOTING WIDTH • .+ • * ,�. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING G'� PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 13 SCALE 314•--0• '� SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. V z Z N QQ Q CL- Ln CD Q) U, 4­4t,f � o .0 w V) U �M LU ` �.. f6 M 5 C 7Npp U o`° ao Ai Z•mQ _ .•yam 'Si"�,' \ C� f� J J •fir LIL To the best of the Engineer' Info (r7 d belief, the structural plans and spe a�'[�cdA�al, within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O N I� 0-4 O ��MC:) M Q 'p Lr) zF- Q U- CL . c^ C,� U a� Q E `. Z§ Z J W d' J 9z C. o zaa ^ I- W < orz110 Z a W K Ill� "Z$ 9w WJ M 0�� Q g08 >-o Ln O Lri z >_ N 0 U i Q T8-i OJ `{1 TTW Ogoo � J Q OC Z N E J Ln r-I LJ_I di t� Z �# LLn t- m rn T-4 a cn 3� SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO 10 SHEET NO. S3 • i Z I_ 1 11 ---1 1 f U I I I I 1 — 1 1 1 1 1 1 1 1 1 I L1._LI. A (2) 2x6 OR (2) 2x8 P PLATE SEE fTO AN (2) 2x HEADER TO SIT T 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION J 12 (TYP) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID ���POINT EVERY OTHER STUDW/(3)10dNAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C I N EDGES & 8" 0/C FIELD ::1 , USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 811 EMBEDMENT 8 X8 X16 K.O. BLOCK W/ 1 #5 CONT. :j - AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.)-� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT 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 7 JII o 8e STD. 90*HOOK 8.. LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION -- - NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4- 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 Orr FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL \ \ \\ \ ZIA\\ J w \\ > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER ! ' GARAGE DOOR TRACK CONNECTION ASSEMBLY �— GARAGE FLOOR .. TRAVEL DIRECTION OF GARAGE DOOR _ MOUNTING BASE DETAIL 4400 SCALE: N.T.S. a ° SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x TOP PLATE 7 5/81, 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL G EXTERIOR WALL 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 - SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK -DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL ° d w n ° ° 41 DOOR STOP MOLDING vZ a VU)GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NOW WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. �S4 SFFp�N°o`Y �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1Yz"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS EA END EA END EA END EA END V-4' (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP I STA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER 1 (2) 2x HEADER SEE PLAN `S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE NP ** HOLD DOWN CONNECTIONS Op�00,4 NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIf P.T. BOT. PLATE WALL HEADER DETAIL rQ,�'� SCALE: N.T.S. SL� -USP SPT4 SPT24 lisp 2X STUDS @ 24" O.C. A I —y /8. 101" "J" BOLT '4" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P USP SPT4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION 12 (TYP.) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /-CRICKET AS REQUIRED USP SPT24 @ EA. STUD I/ 112" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL' W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > . NAILS TOTAL) EA. SIDE OF 48„ SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ 4)16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. c F= 2240 LBSUS Jam+ USP SPT4 SPT24 Q SP SPT4 2X TOP PLATE i\ OVERLAPPING TRANSOM FRAMING C P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS / RECESS / LINTEL USP USP SPT4 SPT24 NAILED INTO TRANSOM FRAMING t! NAILED INTO TRANSOM FRAMING rSP SPT22 SP SPT4 USP SPT4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SP SPT4 C ROOF TRUSS ABOVE f- 2X BLOCKING ---(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY - K.O. BLOCK W/0 ) - #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL /-10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 54 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT22 RECESS / i1SP LINTEL / SPT4 USP SPT4 - A 2X8 P.T. BOTTOM PLATE D BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K�� SCALE: N.T.S. QD ,2 Z (; z z Q a W2! a--+ LU .Or- ^ ! :mD E 2 M NZLn CQ U 4 0 `O M LLI ' N M C to M _ C., N Q 44���ki64i� 0 14 M. II�• Y N To the best of the Eng is k 'lb%gedg �iQQ hiIon, a belief, the structural plaits specificAfifidlSfs ccontiitt�. within these drawings com jAlll- rj�j�. Building Code - Residential 6th Edit16M iBAeprs signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z � M Q m Ln a cn •L � Ln 0)� Ln z f— CL .. � U M '-I 0000 Q E z Z (10 WJ � d' J W zd z W W �QQ U zz Z z 22 g J 09�u8 2z gz 2: 2 Z "0 v, 3 o N 0 U U) J oLL Ro �16. N o �w < � N a � of n Z N E W rLr)-I LJJ L El �4< Z� LA Z Z �j z �o "_ _ Lu SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 2mO SHEET NO. S4 --.I 1 _I 1.1 1 11 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CRO BRACE SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER @24"OC SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL EA. OUTLOOKER 2"x4" OUTLOOKER @ 24" O.C. 45' t 24" MAX. TOP CORD BLOCKING 45°f 2X4 CONT"L" BRACE USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 10d EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID OUTLOOKER EDGES OF HEIGHT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" O/C. EXTEND @ LEAST 90% OF AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ ' LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d • 7/16" OSB SHEATHING & (2)10d TOE NAILS @tlz FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/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 USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0° O/C ALIGNED WITH GABLE WEB, ATTACH TO TRUSS MOISTURE BARRIER VERT. WEB (24" 0/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" EMBEDDED TAPCONS. SECTION STOIF RAPM MISSED VERTICAL SECTION 1 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULEFOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL • OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE ' 2x4 CROSS BRACE APPROX. APPROX. 8" FROM • USP • 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) .. STUD 10d TOE NAILS @ EA. END 10 & 2 10 TOE d () d 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END \:2x4`7 ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. �S�5 REFER TO DETAIL J BACKNAIL W/ (2) 2x4 OUTLOOKER ON SHEET S5 FOR N SEE STRUCTURAL 16d NAILS 24" 0/C X-BRACING, AND TOP M CONOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FORVT BLOCKING FOR SP HGAM10 W/ (4) INFORMATION ;0 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 4"x1-3/4" WEDGE EQUAL @ EA. OF TRUSSES @ OLTS & (4) SD S 1/4" 1 12 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF 1 1/2" SCREWS WOOD TRUSSES 60 APPROX. 8"FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING " EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OFl�l 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS -- -- TRUSS SPANS ATTACHED W/2-16d `1u1t�1 /� `►lip' 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W! (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & _ /� JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED _>,_ / SEE PLAN FOR 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) 16-d TOENAILS __ f CONNECTION L MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) _ ZL_�_ ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL 1 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" 0!C (2)12d TOENAILS ;. EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING 9COMMON LOCATION rD NAILS. (ONE INTO EACH OUTSIDE FACE OF A NUMBER OF ROWS SAME SPACING B.U.C., S ME U ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ` SEE TYP. WALL SECTION FOR SCALE:3/4"=V-0° S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x 'ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR WOOD TRUSSES OCATIONS 0/C 2"x4" TOENAIL-)66"" O/C /C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX. 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 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) vviv i . u�nnuu var i nan iv t GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 8d @ 6"O/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION 4 SCALE: N.T.S. S'J 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) z W BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" Q.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. LU — — — ----m — — — — — — — — — Uj 0 v 4 o 4 7 4 o � W 4 � o C� 9 o ED W u.l ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"W' #2 S.P.F, @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. a C3 n• T 9c� CORNER JACK Y U Q W z 0 U HIP FRAMING REFERENCE PLAN m� 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES 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 SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Z (hVa z� z Wz V) CD � w o w O Ln � 8� a � U mr- �M $ ■ O o c, U ili 63 _& o Q rn rn 8 0 Al B D. S,;t11143E1, ID Q -< W^Q<b w a 11 To the best of the En is h0 tlon belief, the structural pl Wy`lpp{1 spec ftlons co[�j *rsfi drawings within these comp �y ¢,,ygqara Building Code - Residential 6th EPtb{%+eer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0�� r > V) InO M <U v`r' a cn •�, d- a ° _ Ln CL ,M U QOC) Q u Z � � WJ l00 v J W � za u -, UZgo OOW U H LHw o�E8 "�8�© o6 Z >U Ln J z 0 Ln w N o o V) 0 z oLL . P Q U2 �o a d a N 'Nr LLwO� Q N uoe Z J N Cy � o- g '0-z Lu Q Z M O Z J m `lM' —_ � W —r 0 .-1 a V) SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 2,0 SHEET NO. S5 -1-11_II I ! 1 1'I ' 1 LI II 1 _ I 1 11' ! I I _ _ I _ ! ! I I 1 I, - . 1 _ I I 1 1l L _ (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 Z:7 WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF FOR UNDERLAYMENT SHINGLE ROOF REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS o r W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S B R SFT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD, 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) I;h U U 4"x4" INSPECTION PORT AT cr a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. UU a Cl) AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH .� MUNICIPALITY 4"to 6" BELOW GRADE .. CV . • ° .... - '4 a . fC FINISH GRADE 00 W1.4xW1e4 WWF OR FIBERMESH _ : �° —�6x6 rmE =n_ r �'LL �STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR 4" TT (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=1'-0" USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL----- I BAND JOIST' *USP MP4F @ 24" ox. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. -END SHEATHING TO )F BEAM OR GIRDER ATE W/ ' O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN '' ° INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO END WALL W/ (2)1Odx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TRU ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 -10d x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 �S6 NOTE: SEE TYPICAL WALL SECTION THING SPECS SEE SHEATHING FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @MID HGT. FOR WALL HGT. < V-6". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a ; ° .. .. a ,A �7 4, — — Hi —1 I I I 1 1— -' ° .. — 111— IIImJ Jrurm—1 I �I I III i II 1- (3) #5 CONT. ON 3" 8" V-8" 8° CHAIR W/ 3" MIN, I CLEARANCE 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 e BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING W SOLID 2x in C BLOCKING @ ALL 9 C SHEATHING O EDGES(SEE OPENING SECTION X-X aU C x FE w X E H -2XSTUDS i BEYOND. /n SEE PLAN 0 N I I '--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. 0 4 FT. 2 2 5 FT. 4 FT. O O O 5 FT. 4 FT. �2 O O O 4 FT. 0 4 FT. 4 FT. ROOF NAILING ZONE DIAGRAM N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o w ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: 0 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD Lu (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 y a i 8 m SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH Q to O PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO Z i � STUD AND OR BLOCKING AT ALL EDGES. N w O LL i w A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL SPACING S 314" S 1/2" S ,rr' SINGLE NAIL EDGE SPACING DOUBLE AIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL Q NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL CQ NAIL OPENING PERIMETER @ 3" O.C. W18d COMMON NAIL O NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL Q SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO WI (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED C WALL SHEATHING INSTALL. VFRTfAIRnr.KMf, �6"& NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2x STUDS TYP. K'_ P.T. BOT. PLATE \p�rFRi FLOOR TRUSS / FNir�G 'S' j BEAM SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME � WALL HEADER DETAIL l M ` HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS EA END EA END EA END EA END 1'4' 1 2) 1 (2) (1) USP LSTA30 4'-9' (2) 3 (2) (2) (1) USP LSTA30 9'-16' (3) 3 (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING (2) ROWS OF 2x BLOCKING NAILED PER NAILING SCHEDULE SEE @ THIRD POINTS DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 5"DIA. x 10" "J" BOLT W/ 8" V7/8" EMBEDMENT @ 24" O.C. W/ STUCCO FINISH PER ASTM C. 926 2"DIA.X 3/16" PLATE WASHER APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" /7THICK (MIN. SHEAR 3500#. MIN. TYPICAL OVER METAL LATH. FIRST 2 LAYERS 3/8" TENSION 2600#.) EACH. 3RD LAYER 1/8" THICK. 2500 PSI CONCRETE MIN. USP SPT22 @ EA. STUD = SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. E 4 a' N ° ° 00 4 FINISH GRADE MA .. a ° -III—III--III II 4 d .'. ° T -III—� I I I I_IIII I I IQ —III •.. I; -III��IIIIIIIII a_.III,— '' (3) # 5 REBAR ON 3" CHAIR 41' W/3" MIN. CLEARANCE ALTERNATE FOOTINGK"v @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. C 7 �- z [h z Q ri Q) w .r ' O11J 6- 1E o I- m ~ U 1_U moo, M M a -0' C N v 1 _ N n 0 pn tY 0 <C tS1 Q O B D. 0 ,\9�09�1o11t !roU) ! Ar�� o 6 + Z NN r . .• 4_f- I� 'tl v - d. S.: 4. U. To the best of the Engl kn adgl fiam tion,*' belief, the structural plan ppggcifications cQ�{ within these drawings cornPFA krtI QI I ia� Building Code - Residential 6th Edition. }Igmeer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z C14 0�1, m > U0 O Cn Q M Ln a. N •L it Qv LL Ln zz � U Q� § E Z WJ � �z 333�� za F- wa� Uz80 Lu z�Z a Wf J �8 gz 0 Lz L Y J iI­ o � N o U 1� z — ¢ w o� a°o F 0 © U_ bD N LL 2<! a O Q �. �IOUw0 $SP Z fV J ri lJ.l V g i Z Z � g lM Z m 06 15_ �z ¢z ,--i a cn x SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 2m0 SHEET NO. S6 I __ _ I' ' L_ I I I ' 111 L_ 1 L I I I 11 11 I 1 i 1 L L 'l 1 II 11 1__ 1 ' I _ I _ I I I I THEN WRAPPED AROUND STUD (USP � C MTW12) \�/J PLAN VIEW SCALE: = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 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" A AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER %! STRINGER MUST MAKE FULL 2x4 BEHIND RISER CONTACT WITH LANDING 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 x SYP CUT TO FIT i BEARS IN WALL i 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS 2x4 SYP BLOCKING OF STAIR TO CONC. W/ 4" X FOR STRAP TRAPMTW1 2x4 PT NOTCHED INTO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. (USP BEHIND AND NAILED TO FLOOR WITH GLUE RISER ATTACH ALL COMPONENTS 1x4 GLUED AND AT STRINGER CONTACT POINTS OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2x4 CUTG,. DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SCALE: 1" = V-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL, DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING CTION V BULLNOSE L -g 2x4 PT NOTCHED IP AND NAILED TO FL( AT STRINGER CON' IEW "D" SCALE: 1" = V-0" Z-1" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL DETAIL SCALE: 1" = V-0" STRINGER 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD 3/4" RISER CUT TO FIT ON DECK MAINTAIN BETWEEN" AND GAP TOP AND x8 SYP GLUED BOTTOM, GLUED AND AND NAILED TO NAILED TO STRINGER 2x4 syp FRAMING blocking for strap (U 2x4 DRAFT 2x12 M STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS ylx4 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING LUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = V-0" rx8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SLUED AND NAILED TO STRINGER DRYWALL SPACING SECTION V SECTION VIEW "E" E SECTION VIEW SCALE: �, = 1'-0" —3/4 PLYV1 ON DECK --2x8 SYI AND W FRAMIP 2x4 DRAF STOP 2x4 BLOCr C SCALE: 1" = V-0" 2 J" TAPCONS @ MAX. 32" O.C. I EW "B" SCALE: 1" = 1'4' 'ER :4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP JST NOT TOUCH 'RINGERS x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 LJLVLL VLV LV AND NAILED TO LVL SECTION VIEW "C" SCALE: 1" = V-0" CONN. TO BOTTI OF NEWEL POST PER CONTRACT DER PROVIDE SOLID BLOCKING VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL P OST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = V-0" J 1 /AIM UUIVJ I MUU I IUIN UC I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND > TOP PLATE VTO RIM BAND, ID NAILED TO NALL BELOW JOINT -TO )ISTS) 2X USP (1 u ECTION V L POST LET INTO 'LOCK IDE <I NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES 19 a IEW "H" SCALE: 1" = V-0" n u7 V Z CD z� z� Q U) z W l/) (D w �U — O c Ln E U 0 mN ) M a w QQ cram N 0 U� U. co 0Q� 0 o B D. 1 U \a o" NF*, ...:� C...A\S Llk Yt f �V a w c' Q LL LLIr Q fic-11 C r/ 4 P To the best of the Eni6le/r's r Jnh� ton, belief, the structural Ib if d spec flflcoth1h con these drawings 7, within com�j%j�/�f}��P Fri Building Code - Residential 6th E =., PBIf�I�IHr s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z r-4 0 ( n O > O M Q V) M Lr) a V) L (1) Lin CL cj� U fl. Q E � z Uj C:) W J 00 J w =a fa �uZ� z ¢}y gLui a (1 £ J U Ln J O Ln w 0 m: QJ N o O z o Q UaS h tU Z N FOwo�G 2 J N r—I LJ.I � Z� o= 5a� z Y a Lf) O Z z �z �o m O 00 � = a W a cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 2mO SHEET NO. ST _L — I I —_ II � III ' I I ' t , I ' t I 1. I [I I _ DOORJAMB REFER 1X4 1/2" DRYWALL ( 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS ! PROPER INSTALLATION MAX. 8" DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS 1 X 4 FOR CONN. DETAILS 1 X 4 / 1 X 4 #5 REBAR (TYP,) "'� 3/4" PLYWOOD DECKING GLUED '} ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 3-1/4" LONG X 3/16" 0 j FURRING 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED @ 16" TAPCONS STAGGERED 2X8 (TYP,) ` BLOCK@ SPACING 1� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 0100 - "_ PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 311 DETAIL STD. STD. 90^ ` t�;�I 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB "1/2" @ 16" 1X4 P.T. METAL SEAT PLATE FROM 3/16" x 3 -112' DOOR JAMB (REFER 1 X 4 1/2' DRYWALL ' NOTE: DOOR JAMB REFER D W/ MIN ( DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR L/o/ i LAP SHEATHING TO BOTTOM OF BAND D LDGE TO SHT. SDW2-K1 IST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS J IST TYPICAL FOR CONN. DETAILS ,� 10d @ 12 O.C.� 1 X 4 FURRIN 2X8 P.T. WITH 3/16"(d X 3° LONG TAPCONS +211 -_ NOTC � FIRST COURSE „ USP HGAM10 @ 12 O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND 2X8 P.T. 2X8 ..REQ'D STAGGERED @ 16" O.C. ' ` JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL t5^ —NOTCH WEB AT THE FIRST 2 COURSES _ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATIONKHSCALE: FOR MISSING EMBEDDED STRAP N.T.S. SSRETROFIT SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK amill SECTION A -A UPLIFT CAPACITY = # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1890 90 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID WIGROUT „ 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) 4" x 2j" BLOCK HEADER TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1j" NAILS AND 8d NAILS AT 8" O.C. AT BUCK (4) " X 1 "WEDGE BOLTS ((1) STRAP = 1225 # ° 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE , (2) STRAPS 2450#]) , BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ° 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.t14 SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS(4)10d BACKSIDE TO FIT ARCH NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAILOVERRAN CONNECT W/ 8d NAILS BRACE/BLKG.2 N.T.S. x 4 SOLID BLKG. FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INSTALL WDW. SCREW ANCHORT (INTO a ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL NTS 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 314" 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 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. ARCH 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY / x OV (2) 10d NAILS @ 8" O.C. FRygN TO TRUSS TOP CHORD DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + �FNG + TN PLYWOOD SHEATHING 1_ ll 1_ it 5 — 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 K. ) PER NAILING SCHEDULE ALL TO SUPPORT ' /4„ MAX 2-0 8 TRUSS + SOFFIT + °' , D o :° I�CENTERED #5BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + + D ��„ ° Is W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ► . • o • . ° '� H IN TOP o EACH TRUSS s d . KNOCKOUT /7 iv 77 - ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d CONNECTOR '- PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) _ o. \ y MONO FOOTING — ' •• ; ' °" VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS JSEE 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 T MIN. OF START OF TRUSS COMPANY OR 2x4 s 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT000, CLEAN FILL DIRT b z TO BE INSTALLED 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL " STANDARD ` A.. 9 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ► 90' HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD FOR OVER HANG --- FILLED CELL • - • • - •, - •, , • - • , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD, SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , . • % •, It , . •, - - BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. •'•' �•'•' '•'•'' '•'• '•'•'Sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND B-g MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE 'IS" OR 'IN". 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 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" 'A W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3' THREAD ROD EPDXIED W/ SIMPSON 'SET EPDXY MIN. a " } Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g _0 5" EMBEDMENT & 3" MIN. 0 U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP u- ''� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE A 0 2) THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o n o w a A REINFORCING AS FOLLOWS: — U U) 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT kp e = m1TT111 _r J�,� * PRESS PANEL REINFORCING INTO PLACE. = U 2 #5X6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ , ° — — - EXISTING FOOTING 2 #5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° cQn FILLED CELL SMOOTH. DO NO FURROW. A P N DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. P SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p . o N; G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c.1 REMAIN FREE OF MORTAR. NOTE: M Z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C14 g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT A ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3l4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. AM zMVa —o z�z z Ln UI � w C>3 0 O LU E W OJ M CM') 0. 0 _ U t`- i QCh B D. v` D O U _Pk IX Ila CICl- �. Uj ' Z C �0:4 LL LU �• N �i F,J� < 'T'• To the best of the EngineeKs w e , i t o�ar{�ji belief, the structural plans an j���sa,tions con within these drawings comply wi h 401T, 0 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 r-4 0 (L) � U, O M a n L� C LLLn V Q Q Z W J� J �Z w� za <W& 0 C) Ce t Z z2 Q c� �L! W RZ 0 z Z z v "0 N o U (n U) J Q w o boo I C O LLJ < 8 O J gQo Q N $�� Z LU N M 0 ri LU Z LU Z Q � WZW V Q Q ~z ��Z M In Z W m O^ �a � 0- (n E SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. SS I 11 "DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE PROOF PROVIDE 2X4 MIN. BLOCKING AT SEE SHEATHING OF HIP/RIDGE, TYP.BETWEEN PLAN BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 JACK TRUSS (AS SHOWN) TRUSSES W/ (2) 12D NAILS EACH STRAPS OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT 2X4 BLOCKING TYP. 71, CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F (SEE ROOF PLAN BLOCKING A 7/16" O.S.B. FLITCH BUCKET TO COLUMN FOR TYPE) SECT A A PLATE TOP @ TRUSS FRAME OUT TO BRG. SUPPORT COLUMN BUILT-UP BLOCK EDGE A (2)-2x4's OR 4x4 W/ (2)-10d G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 ADD 2X4 ALONGSIDE (SHOWN AS 4 x 4) FOR BEAM SIZE ' TOP CHORD WHEN REQ'D (2) USP HTA20's EXTERIOR SHEATHING ATTACHED PER NAILING TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SCHEDULE 2x SPF #2 MAX 24" SPAN (EITHER HIP USSES WALL --_� ALT: (2) USP MSTAM36 AT 16" O.C. SIDE OR BOTH IF REQ'D) G.T STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM _-BUILDER FRAME CONTINUOUS LATERAL BRACING - RADIUS NAIL OVER X-BRACE AS SHOWN- AS REQUIRED INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS FOR NAILING AT 12" O.C. MAX X-BRACING - 2x4 SPF OR SYP BEAM @ RAISED ENTRY w/ 2-16d @EACH TRUSS WEB CROSS BRACING DETAIL JYP.)r—,-'�HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL KNEEWALL ENTRY FRONT WALL 4 s SCALE: 1/2" = V-0" SCALE: 1/2"=V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. USP LSTA18 TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) VERTICAL SCAB w/ MIN. (4) 12d WHEN CENTERED @ USP HD4101F BUCKET SEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 2 x 6 #2 SPF 48" O.C. IT LANDS NEXT TO 10d TOP & SPLIT TO TIE SEE ROOF PAN FOR BEAMS TOGETHER MORE INFO FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS B T 2x8 . NAILED @ EACH BOTTOM USP RT7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w! (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d w/ (3) /L OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" EACH F SEE FLOOR PAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE SEE FLOOR PAN CONNECTION INFO FOR COLUMN SIZE INDIC ONLY WHEN INDICATED ON BM. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN 2x4 #2 SYP NAILER. NAIL 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PATE - SEE FLOOR PAN FORJ TO STUDS w/3-16d @ LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" REQ'D ONLY WHEN OPTION A COLUMN SIZE & BASE OPTION B CONNECTION INFO OPTION C EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d \ ROOF AND EXTERIOR O.C. MAXIMUM. 2x4 SPF 2 SCDHEDULE/P ANM SHEATHING ATTACHED 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD PER NAILING SCHEDULE NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON B M TO POST ATTACHMENT /q — SEE 2ND FLOOR WALL SECTION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 481, O.C. . FOR ADDITIONAL INFORMATION DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & _ „_ SCALE: 3/4 -0„ 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A Ar_j .. 2X4 BLOCKING I I SEE PAN FOR 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF BEAM NV MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A DIAGONAL 2x8 #2 SPF RIDGE BEAM , AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PAN FOR TYP. U.N.O. • THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d SEE FLOOR PAN FOR INDICATED USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 ADDITIONAL ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING 2X4 CONT. AT-/ CONC. MASONRY (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND FOR MORE T & B CHORD STEEL OR WOOD BEARING MIDDLE (4) NAILS ATTACH NAILS INFO. VERIFY WITH PLAN SUPPORT INTO O O END OF EACH FLOOR FOR LOCATION AND TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE A -A ALTERNATE BLOCKING CORNER EACH SIDE OF G.T. INSTALL NAILS EACH SIDE) SEE 2/D2 FOR BLOCKING INFO) SEE FOUNDATION (4) DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO MASpONAR j WALL (TY11 3 i5" J SCALE: 1/2" = V-0" COMMON BM. ATTACHMENT 1 g WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SECTION AT LOW ROOF rg SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2"= V-0" 77 SCALE: 1 /2"= V-0" OL VARIES ROOF SHEATHING ATTACHED PER SEE 1/S5 FOR ADDITIONAL SEE PLAN FOR ti 2x STUDS @ 16" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 8d NAILS AT VALLEY TRUSS , NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d mil- COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER OUTLOOKER INFO. 4" O.C. INFO. 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) STRUCTURAL SHEATHING TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END �, MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. 2x4 STUDS W/ USP NAILING SCHEDULE SPT22 @ BASE SEE V J/S6 FOR MORE _ 12d TOENAILS EACH END N (BETWEEN TRUSSES (2) NAILS EACH ATTACHED PER NAILING GABL SCHEDULE BOTTOM CHORD PLATE INFO. TRUSS SOH ATO SHEATHING ATTACHED VE12d STUD) VERTIVAL STUD) 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN 2x4 BASE PLATE W/ PER NAILING SCHEDULE NAILS 16" O.C. ALONG W/ VARIES W/ ROOF SLOPE FOR WALL LOCATION USP LSTA30 OR 1/2 PLYWOOD - -"r USP MTW12 TO BLOCKING - MTW12 TO FLOOR .... , GIRDER BELOW (2) 16d NAILS TO EACH COMMON r -f BELOW @ 16" O.C. WOOD WALL MIN. 2x4 #2 SPF STUDS @ @ 16" O.C. TRUSS/ FRAMING r x. l OR TRUSS. 2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH 1 16" O.C. W/ EXTERIOR � SHEATHING ATTACHED i TYP TOP &BOTTOM r f STUD TYP. T&B PER NAILING SCHEDULE & (3) 12d TOENAILS TO MASONRY WALL BELOW: USP °• HTA16 4'-0" O.C. TO GABLE i PLYWOOD T R TRUSS O ROOF SYSTEM FOR " PLATE BELOW SEE PLAN O TOP OF WALL _ - - - MASONRY WALL OR BEAM SEE TRUSS PLAN @ TRUSS BEAM U BELOW: USP HTW20 @ 4'-0" O.C. TO GABLE a•. TRUSS _- - - FLOORING _ -- - X MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER •° " �� W/ 1/2 X8 EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR COMMON TRUSS LOW ROOF TRUSS W/ 2 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a SEE ROOF PLAN RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. � FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. SECTION @FLOOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY K8N CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS V � z�z Q z U)(3 n CD w A _ o •U — OLU 3 Eo v p U m t` 04 �'0 m M N L U C, O 04 0 o = ca C � Q cm o � �a Q O B D. "� I U) N N la 1,512 LL F 1.. r4 To the best of the Engirf<kn n, belief, the structural plan O ecificatlbnis tcontal(v&'1 within hese drawings complii {/��q�l'��' rA BuildingCode - Residential 61h Editio er s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z 0� f>-1U)iinO M a to '0 zF- a a .-. V C o Q z� � � WJ Z C:) W� za u,<.-, 08o LU � �z z J c/) o oZ z =Z O � 0 z rya U� W z > N 0 W o O W U� [V goo` w0� Z Z N w 3 a �¢�� � ciciff G � Q � Z y I— M Ln Q Z Z L m o 06 Z a- W T--q U0 SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 2mO SHEET NO. D1 (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE TOENAILS 2x4 TO TRUSS TOP TRUSS SEE R/S6 FOR CONNECTION INFO TO CONNECTION IF MSTAM36 CAN NOT BE INSTALLED ---1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR THEN DOWN THE FACE USP SPT4 W/ 6 -1 OF HEADER/STUDS W/ () Od X 1 1/2" MASONRY WALL CONNECTION. @ 24" O.C. (22) 10d NAILS EXT. SHEATHING G) BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO AO SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE o 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/6 INTERIOR HEADER DETAILS 2x STUDS Nr FLOOR + ADHESIVE TO STUDS w/ 10d @ 2 2x SPF TOP PLATE () (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. © 2x4 CONTACT 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS • • '° SURFACE q 2x4 #2 BLOCKING U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. IF OPENING IS GREATER THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE EXCEEDING 6 FEET. _ OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END • •°• CORRECT BLOCKING w/ (3) 12d EA, END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR REQUIREMENTS TO HORIZ. BLOCKING TYPICAL BLOCK WALL FLOOR DECK JAMB INFO 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 1Od (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL END OF OPENING 1-1/8" RIM BOARD TO STUDS ABOVE PLATE NAILS & (5)Ya" x 2 Y4' TAPCONS • SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '''° MASONRY WALL BELOW. CONTRACTOR VERIFY W/ PLAN 8d NAILS @ 3 O.C. WALL SHEATHING JOIST SEE PLAN (2) - 12d TOE NAILS TOP (2) USP MSTAM36 STIR P(S) CENTERED W/ (8) 1Od NAILS I -JOIST SEE PLAN TIE BEAM PACK w/1 Od NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE SIMPSON MSTAM36 STRAPS (2) w/ (7) 10d NAILS & (4)Y4" x 2Y4" TITENS INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 112" = 1'-0" TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" & (5) 1/4 TAPCONS. CONTRACTOR MAY USE USP LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4 - 1 0 GABLE END RIM JOIST O.C. (MAX) AND @ EACH L SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. - END OF WALL UNDER 1Od NAILS & (4)Y4"x2Y4" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS wJ 22 10d NAILS OR 2 ( ) () SIMPSON MSTA36 STRAPS w/ (26) 10d SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL - 10d TOE NAILS E EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT 1 BLOCKING DETAIL Z GIRDER/COL. CONN. 2nd FLOOR HEADER CONN. @ 2nd FLOOR 3 4 SCALE: 1/2" = 1'-0" AS NOTED SCALE: 3/4" = 1'-0" „ - '_ „ SCALE: 1/2 - 1 0 SEE Q/S4 FOR O USP SPT24 @ EA. STUD W/6-10d SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP REQ'D TYP @ 24 O.C. O USP LSTA24 W/(18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN o..u• o.:o� uo: ._;u�, CRIPPLES IF LONGER THAN 8" TALL. f A 2 - 2 x 4 SPF C USP RS150 W/ IN. 12"END TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT USP SPT4 W/ (6)-10d X 1 1/2" @ 24" O.C. SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER 2 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & 11 10d ( ) OVER TOP PLATE THEN DOWN 2 - 2X SPF TOP PLATE O w/ () 2 x 4 #2 NAILS TO STUDS BELOW. SPF STUDS THE FACE OF HEADER/ STUDS W/ 22) 1Od NAILS (2) 2x HEADER SEE PLAN SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE C USP SPT22 W/ (6)-10d TO STUD & ( HEADER FLUSH TO OUTSIDE AT 16" O.C. U.N.O.FLOOR O NAILING NAILING AREA (TYP.) PLAN HEADER (2) 2x HEADER �a� G (4) - 10d TO PLATE OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN (2) USP MSTA36 STRAPS CENTERED SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. END OF HEADER SEE Q/S4 FOR� REQ'D JAMB INFO / (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. w/ (22) 1d NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (EITHER USP OR SIMPSON STRAPS DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION BASE PLATE USP SPT4 EACH STUD OPENING LARGER THAN 4 ft 2 2x O FLOOR SYSTEM OR ARE ADEQUATE) 12d NAILS AT 6" _ C B H B C PRE-ENGINEERED O @HEADER /JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH END OF 2-STY. FRAMING BAND JOIST & BLKG. O.C. TYP T & B USP SPT6 OR SPT8 @ 24" o.c. (2) 2 x #2 _ EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. ° SPACED W/IN 6" FROM OPENINGS 2 4 SPF () - 2 x 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER (BLOCK SOLID) AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B G INTERIOR HEADER O PACK W/ 10d NAILS @ 8 O.C. INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. I 2 x 4 #2 SPF STUDS B EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL-----,, PLYWOOD ATTACHED PER NAILING SCHEDULE TUSP HTT45 BASE W/ � AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN (18) 16d NAILS & %" ANCHOR BOLT W/ BOX HEADER E F ^ TYPSEE PLAN F PLATE W/ MP3 CLIPS EACH SIDE F 2 x 4 P.T. H� STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) - - CENTERED W/ (8) 10d NAILS TIE BEAM MIN. 6" EMBEDMENT (2) 2x TOP PLATE (2) LSTA12 WRAPPED UP D ) ,BASE PLATE ARE NOT REQ'D TO HAVE & 5 1/4 TAPCONS. O CONTRACTOR MAY USE PROVIDE BLOCKING �— AND OVER TOP PLATE 2x CRIPPLES 16" O.C. W/ USP @ SEE FOUND. PLAN FOR CONNECTIONS. ATTACH STUDS w/ (3) FT G. REQ. 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS . " ., � °- � �• . �a '• a• .. �. - " � �� � ' � SPT22 &SPT24 (OR SPT4) - PROVIDE EXTERIOR SHEATHING PROVIDED 10d NAILS & (4)Ya"x2Ya" TAPCONS INSTEAD OF USP CONNECTORS @ TOP PROVIDE (2) CRIPPLES BELOW STRAP. EITHER STRAP IS SEE FOUNDATION PLAN ` _ TO ANY GIRDER TRUSS IN THIS PER NAILING SCHEDULE 2 ST. I NT. BEARING WALL FOR EXTERIOR 2 STORY WALLS ONLY. ADEQUATE FOR FTG. RE Q SITUATION. CONNECT 2x CRIPPLES CO C G.T. TO MATCH JACK TO STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. @ 2nd FLOOR("6LOWER BELOW HTW20 @BASE TO HEADER 5 ROOF.STUDS 2 STORY COL. @ GIRDER \� (IF CRIPLLES ARE LESS THAN SCALE: 1/2" = 1'-O" SYSTEM 42 SCALE: 1/2" = 1'-0" 7 8" LONG NO STRAPS ARE I � �����`�� REQ D) SCALE: 1/2" = 1'-0" ���� ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS -�- ��� USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS PER PLAN `- MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. SEE Q/S4 FOR REQ'D JAMB INFO (1) USP LSTA30 STRAPS BENT THEN DOWN THE FACE OF \ HEADER/STUDS W/ (22) 10d NAILS 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. DOUBLE 2x4 TOP PLATE USP MP3 EACH END TYP.(2) FOR OPENINGS LESS THAN 4'_ 0„ WIDE, SILL MAY BE ATTACHED W/ (2) - 16d OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" W/ (2) 12d TOENAILS T/B TOENAILS @ EACH END THE FACE OF HEADER/ STUDS @ 24 O.C. INTERIOR HEADER 2 WS 10d @ -- -- (2) 2x SILL PLATE W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS HEADER. SEE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" O/ �c�T �2xDS 2x 16" @ END OF 2x SILL PLATE W/ 12d TOENAILS. F48r?�4T @ 16" O.C. CRIPPLES @ 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 MAN Op TOP SPLICE (1) 2x SILL PLATE WJ (2) 12dTOENAILS. INFO. EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ° . ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 1 Od NAILS IF OPENING IS GREATER THAN 4, IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, BUT NOT EXCEEDING 6 FEET, MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL —,� A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2x4 ON SCALE: N.T.S. A MP3 CLIP IS TO BE INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR EACH END. FLOOR DECK TOP OF 2x8 TO ° REQ'D JAMB INFO BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED (2) USP MSTAM36 STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING NAILED TO STUD PACK W/(22) 10d NAILS CENTERED W/ (8) 10d NAILS 2X CONT. RIBBON W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND __X W/ 10d NAILS @ 8"o.c.—�� I FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM AGAINST 2x8 DOUBLE CONTRACTOR MAY USE 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 1Od NAILS & (4)Y4"x2Y" BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aC� 2nd FLOOR ADEQUATE HEADER CONN. a� 2nd AT LEAST 4"1 LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �o 1 SCALE: 1/2" = 1'-O" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" (D0 z z�z U) z cn 0 C t„ LU C6 U U °° t, i M to W ' ' S x nr C fli M O O N O _ U CIS 00 cle C) LO&: ¢rn a;¢o BD NIFX 'r I 0011 �! o142 fit► N '' U) al. lL• N Q �` Wlu 10z 650o �•. N .0 r LL Z W a'� = .�� o••••.F �•��� To the best of the Engine � ow d e, atio 1� belief, the structural plans a ff��ppffions within these drawings comply wit M9RWk a Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O C) Z O ) Ul CD ►> M aV•MLr) L d- r2 U)LL z `n �M V CL Q oU z E W Z Lu J C) d' Lu a a gLun ow W� �Z Z Ia �o!fW owW U) U F- � z O o O 0 U� 2:> N W o O Cl) Q u Z 3 o ©- F— W Uo 0 �o LL,z;� Q d. �oLu $2 Z W(V N Ln LU �Wf J r-1 LU Z Q Z w� z LM k m O = a= r+ a cn SCALE . AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. D2 1 11 1 _ _ - I -a Il I - _ a 1 11 11 1 I In 1 A 1 1 111 1 1 1 I I I I I I I I 1 1 rnl n i ip WEATHER VE BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WEATHER i r RESISITIVE 1 BARRIER / WOOD FRAME CONSTR. TAPE - EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 3 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 nsse"ateoNn"oavl z OR EQUAL WEATHER PROOF CAULKING d O WEATHER ` SELF -ADHERED FLASHING RESISITIVE ID ' �/ BARRIER SEAL TOPS OF JOISTS--, UNDER DECKING 1 SUBFLOOR (SEE DETAIL WP07) SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' BOTTO FLANG, SELF -ADHERED FLASHING HALF ROUND WINDOW SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST NOT USED 7-DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) ASHING SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING SELF -ADHERED FLASHING 3" MIN RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH LV SELF -ADHERED FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED 0 �o 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 7 A Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER ,o (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground? FOUNDATION WEEP SCREED NOT USED 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 FMANVDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926, SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material I 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 in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all u7 Z M Z z Q W (D Lu ra DIT O Egg �Ln ~ U op m �M LU F E - _ c to Cl) O -a_M 0 LL r U 2 Q too 0 a <o B Do:,.1, m� Qua Z �M�Z _ 41 O p N s c Z O ty z cc'" W ¢n� w z LLis i a 8 " , Z Ck� ¢ M. LU Nab 0 O ❑ ❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 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 4 Z c�1 o�N Z 1->-1-1 M pO M Q�"Otf) a U) 0 Q C LL OL M U 0. Q 00 Z fu W J� J w� a a �a~ a �zU0 =uzZ U Z C/) Z `2 rX2:n a}o � -J 'Q g� O 0 vi 3 � fu Ln O O • O cc z E U >9 ou- o q LU �xy$$ N 3:a<8 Z a�¢LU Z N JT N LLl $� -4 w G C o Z V a Ln Z Z i k C) Z �o m O oo g = Q Z uj rn r_4 a to SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. W P A3 FL17244A ESR-3455 Qi i Cn -Cu U N O .a Q O C tU 'O CD •� (,� � U) U Tc� t • O ,L 0 2 O O LJ_ O `*- ICU O .�' O Q� Q •� L }n+ts �C O �-4/-�0 �Q V/ i A23 FL10446.2 ESR-2606 _ PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a budding permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F120461.1 +67,0/-67.0 Pat H0210-2 1`1_17232.3 ESR-3445 HU210.2 FL10855.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10855.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2649 HD2&2 FL17232.3 ESR-3445 HU28-2 FL10855.34 ESR-2548 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10855.45 ESR•2549 HD610 F1_17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HDO410 F1_17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 FiLHTT16 HGA10 FL17699.1 Evaluation Report P HGAIOKT FL11470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +6Z0/-67.0 pef HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL77236.7 ESR-3448 HCP2 FL104472 ESR-2551 Therni Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67,0/-67.0 psf HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.14 +67.0/-67.0 psf HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 Therni Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 1`1_17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-87.0 psf HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermaTru Opaque Fiberglass Door FL17747.1 +65.0/-85.0 psf H7W16 FL17244.8 ESR-3455 HTS16 FL1045612 ESR-2613 ThermaTru FiberClassic, Smoothster, ClassicCraft, Rustic F1.7640.1 +87.0/-67.0 psf HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2613 B. SLIDING MI Windows and Doors Series 420 FL15332A - FL15332.5 +40.01-40.0 psf HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 PGT Series 5570 FL251. 10 HTW30 FL17244.6 ESR-3455 HTS30 FL10456.26 ESR-2013 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473-11 SIM200802 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential WindCode Doors W3 (8X7) FL15279.85 +3&0/42.0 psf HUGT2 FL6223.3 Evaluation Report HGT2 FL10466.18 ESR-2613 Clopay Building Products Residential WndCode Doors WB (16X7) FL15279.102 +37.0/-41.0 psf HUGT3 FL6223.3 Evaluation Report HGT3 FL10458.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) HUS210-2 FL17232-6 ESR-3445 HUS210-2 FL10555.92 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212.2 FL10655.93 ESR-2549 2. WINDOWS HUS26 FL17232.6 ESR-3445 HUS28 FL10555.94 ESR-2549 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf HUS28 FL17232.6 ESR-3445 HUS28 FL10655.96 ESR-2549 PGT Series 5500 FL239.7 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10655.97 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf p JL24 1`1_17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 C. FIXED MI Wrxlows and Doors Series 185 FL15349.1 +40.0/-40.0 psf JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 PGT Series 5520 FL243.9 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR•2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A JUS24 FL17232.10 ESR-3445 LUS24 FL10855.109 ESR-2548 PGT Series 5500 FL281,1 NIA JUS28 FL17232.11 ESR-3445 LUS28 FL10655.111 ESR-2549 E. OTHER JUS28-2 FL17232.11 ESR•3445 LUS28.2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10855.113 ESR-2549 3. PANEL WALL James Hardie Building Prod. FL13192.1 - FL13192.2 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR•2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667-71 ESR-2615 A. SIDING Cemplank Lap Siding and HardiePlank Lap Siding N/A KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL152722 +70.0/-70.0 psf CIO O o }� O L CL .}.I U O nL cu L_ w Z Z Z Q J Q LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR•2105 C. OTHER LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.16 ESR-3455 LSTA18 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tsmko 151b Felt Underlayment FL1232&6 N/A LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918.1 - FL16918.4 N/A LTS20B FL17219.2 ER-0200 LTT20B FL11496-3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 WA LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 Boral Tile Saxony 900 FL7649.18 • FL7849.20 N/A MP3 FL17244.22 ESR-3455 LS30 FL10448.15 ESR-2608 F. OTHER MP34 FL17244.23 ESR-3455 A34 FL10448.3 ESR-2W6 5. SHUTTERS MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15078.2 N/A MP5 FL17244.22 ESR-3455 LS50 FL10446, 16 ESR-2W6 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA MPH3518 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 6. STRUCTURAL MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 COMPONENTS MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 A- WOOD CONNECTORS/ --- USP Structural Conn. see chart MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTA24 FL172"A 8 ESR-3455 MSTA24 1`1_10852.9 ESR•2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MSTA36 FL17244.18 ESR-3455 MSTA38 FL10852.9 ESR-2105 MITek IrWustrles, Inc. Truss Plates FL2197.1 • FL2197.5 N/A MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158A N/A MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS16 F1.10456.34 ESR-2813 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 F1_17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.58/11.25 FL10886.12 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL10868.12 ESR-2618 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers Installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during Inspection. ___--- __--- - --- -- - - - ---- - -- _ APPLICANT SIGNATURE DATE - PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3448 GLTV3.516 FL10887.8 ESR-2815 PH02A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3510 FL17241.20 ESR-3444 CS16 FL10852A ESR-2105 RFUS FL6223.5 Evaluation Report P° HI FL10458.5 ESR-2813 RS150 FL17244.27 ESR-3455 H10 FL10456.8 ESR-2613 RT15 FL17236-3 ESR-3448 H10.2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456A3 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10458.14 ESR-2613 RT4 F1_17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10458-11 ESR-2813 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456,42 ESR-2613 SPT24 FL17244.31 ESR•3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT8 FL17244.32 ESR-3455 SP8 FL1045BL45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL1D456.46 ESR-2613 SPTH4 FL17244.32 ESR•3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FLID456-48 ESR-2613 SPTHB FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10855.3 ESR-2549 TH028 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232A6 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM20GS02 THOH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 SHEET NO. 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