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HomeMy WebLinkAbout3160 Kresterbrooke LnABBREVIATIONS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Red. Radius ADJ. Adjustable Ft . g Footing g Ref. Refrigerator A.F.F. Above Finished Floor FIX fixed Req'd. Required A.H.U. Air Handler Unit ALT, Alternate Galy. Galvanized Rm, Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int. Interior S.L. Side Lights g Cir. Clg. Circle Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Square Col. Column Laun. Laundry S.Y.P.. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Decorative Max Maximum T.O.P. Top of Plate Dec. Dbl. Dedicated Outlet Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Mono Monolithic Ea. Each V. Shower Valves E.W. Each Way N.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. fixed Glass PLF Pounds per linear foot WA Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf Wp Water proof PSF Pounds per square foot Fir Sys Floor System REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 FRAME -WALK REVISIONS 12-27-17 3.00 2017 FBC UPDATES 1� Pew I lam- 16111-- pL1.`N�RKpR�D TR 1VCCQ LENN/�R� 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS Y S5 DETAILS SS RETROFIT DETAILS W D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS 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. Z M z z a Q) C +--+ w pw La U CD Ca r- & % w Cl) ���, O O N U � .R Q pn o Q O Al1 6 D. N•C•8 P..0 �:IA ar g• J tLis L: i on ZLL To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O N Z 0 cL) r, :LJ U, M O M (0 Ln � N O Z Ln CL .-. CY.0 V a� 0000 Q E Z WJ CD ffi o: O F_ O J U >� LU C Lr) j LU o 0 .-I O U r=, J Igg . �0 � ai::l Z ,..i In di J V-4 LU N Q Z ~Z *k 0° N 0o Z g W i O .-t a cn SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO' 10 SHEET NO. C S 0 TYP @ 1 STORY A S3 H.B.T \\\ I iv I a i28 �.._ \ O i_AA - I D r----------- \ �- N UJ N TIE 1 N I I I 4 co O T. -- OP W I I I I 20'-0 " 1 a 5'-0° \ \\ FAMILY R M — DRYER VENT THRU o R&S - -- — \ I i I WALL 2 CAR GARAGE \ I VAULT CLG. I HANSON BOX A O \ CARPET \\\ -0n CLG. I o l l I o I I r -- N 16DEEP 4 @ 36" A.F.F.: I p I I I \\ " REF. LG. cn o �p v I I - 00 r EDGE OF SLAB 2" I I I H BEYOND WALL I > I I O c _ O I I 2' 2" 2 f6„ I M I x I I - 20'-01" I I to I ,-i I I I 20"x20" SQ. PILASTER W/ (4) cm�l I 1' 4 m 9'-6'F - i CLG. L� p O� S3 1 I I I I I I I I I I I I �} #5 VERTICALS. GROUT SOLID. SEE ELEV. FOR c 2:12 SLOPE, 4-o CEILING I o I I I D o O 2'-6" U u / x I I I I I I ENTRY HEIGHT). 4x4 P.T. #2 SYP WD. POST TO SIT DIRECTLY " T I I I I I m I i [E] z Ilr---i - I I G W.H. Q I I I BUILDER TO PROVIDE I I D 1 I 8'_0" CLG. S3----- i I IN CENTER W/ USP PTW (jYP OF 0 PATIO I I I I 111" D.W I I� - -� � � ' j N APPLIANCE L S3 ---- o PROTECTION WHEN G.T. - REQUIRED PER FBC - - ------ _ _ CAFE I J Q o " K o E vi VAULT. CLG o 6 „ co co in)16 CARPET I _ 5� I 8--g' S3 ,_ i„ - I I 104 6�-8 _6" 3068 _0" cv I I (4) 2x4 #2 SYP STUDS FDYE R I *4'-0111 W/ USP HTT4 @ BASE TILE 9'-6" CLG. 5'-8 10" H_ _ AT 7'=4'_ R&S -------. --- -- -` -� z? a __ R&S = Z � B. , R&S ----------- fno m TYP @ 1 STORY W I C ( i z `NCO =i 166 R&S " " A S3 (4) 2x4 #2 SYP STUDS I W/ USP HTT4 @BASE `� tv AHU I 8'-0" CLG. 4068 B.F. 4068 B.F. TYP @ 1 STORY _ I � 6rr�• CARPET (•a 3 8'-2" �I 2668 2668 8'-0" 2'-4" 4'-2" T-74„7 8,_0j„ A °P 33 In (� 4 BEDROOM OWNER'S SUITE 1 8'-0" CLG. 1 8'-0" CLG. 5-SH 16" DEIPLrl CARPET _ _ BEDROOM 2 q r;, CARPET LINI� 06 T - - cy - 8'-0" CLG. =cn O "w I 60"x36" �i� n CARPET v�W - 1 u U. u' "w s8 ' , 0, - - '- SHOWER TII E „ 2 15' 04" 4 8�-5 ,I TILE 1 3�0„ 104„ 5� 10'-5" ILI IBERGLAS URROUN 44 1 'n CACPAD P o o' o: BERGLASS URROUND •� ii I H.B. TYP @ 1 STORY A S3 25-SH EGRESS O HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 S.H. 13 20 X 38 j 18 X 37 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 X 62 4 S.H. 16 20X72 18}X71j S.H. 432 27 1/4 X 26 26 X 25 } S.H. 433 27 1/4 X 38 N/A S.H. } 34 27 4 X 50 j N/A S.H. 433 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. 435 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 } X 25 1/2 S.H. 23 37 X 38 36 j X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 } 52 4 X 37 S.H. 34 54 X 50 � 52 } X 50 S.H. 35 54 X 63 52 J X 624 S.H. 36 54 X 72 52 � 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. Opening and penatrations through walls or ceilings separating the dwelling from the garage shall ?be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening 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. R302.5.2 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. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 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. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. 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" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET 1/_H SEE SN SHEET 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 IgMMMMMMMMMMMMMM INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "13111 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION I 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) u, C9 Z M z z Q a Z W Ln (D 4--J w O`LI U m I` �M Al I Q D• a i ,% N% LLJ r.. a L C�' zzj' rn + IL 0 _ To the best of the Engk,cy,a,knowlettge, formatF1p/� nd bellef, the structural plans P I Nt" F1 1qi fdci'tlTned within these drawings comply w t a 20 7 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z N 0 >U.)rnO M Q V) Lf) (�° Ln a � 6- fo CLI z E `o z W Jto d- a a f- a. FLU Lu Q z W Lan ILL 0 � U =W yw.� ZZ 1 1 1�; Nn guutw Z W � LIJ a� Z N p1 Q Z z Wg m ONIO � 2 rn T-1 a cn E SCALE : AS NOTED DATE : 4/12/2018 TECH: M]AMES VERSION NO. 10 SHEET NO. 1.0 3'_O" 2'-84n MIRROR - MIRROR 6 � r ai 00 T O o o _I. o C' o o . j BATH 2 OWNER'S BATHROOM GO 5'-0" 8'_G1n 0 Q (V HOOD fV RANGE U zC�® z�z d a I� Z �/ cn 4--J w 12 5� HEEL ! 12 \ ----------—�5---=\��\ N T.O.M.-----�— HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND F. FL. —-------------------------------------- 4' RIDGE VENT 12 5� i 1:1EKE 1'�I�IL_1!�lf El I�CII JICiIC�IJI r�7 3 TAB SHINGLES. ROOF �— INSTALLED AS PER MANUF. SPECIFICATIONS 1" x 9" SMOOTH TEXTURED HEAD/BAND uu L.J] -]]u IL=J -------- 12 zz:::�5 PRE -ENGINEER TRUSS 1� 5 REFER TO STRUCTURAL --- w PLANS FOR BEAM SIZE 1 2"X4" TYP. 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. II i w REFER TO STRUCTURAL PLANS FOR POST SIZE 2x FRAMING AS REQ. V RI S w .I I POST TO CMU WIL CONNECTOR - REFER TO :! STRUCTURAL PLANSlot (1) 2"X4" TYP. ;?`. , ri;• (2) 2"X6" TYP. .;�: w • J •V•'f �1 Q ;, }• *! ..- ! FIN. FT —I SEE FOUNDATION PLANS FOR FOOTER SIZE — — — — — — (j) OLUMN DETAIL 2 0 FRONT ELEVATION - 61 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. 1_ �__P_JL7� SPECIFICATIONS ��TL- ��-�,,,,r-_� 1-.�..-�_-�--`��-'.- ..mar., ' 4-,.;•R- i i � _.,.,��_i.�l�--.tea.=r=y.xr-r -.�,�+--f,o.--�:L....-.�-�--'-��-�,�1�..J.-.r�L.. ..--.�..r...�..�_L �y,,,,.,.:�.1�_.i__y =--... — r ice- ---__� T ��.� 1-- + + �- f � _ -� � ��,� .+.. ,-r.•,�r y J �T�-T � - -- '� �--= �-:^:'-.� �-r _ r---- .-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2'-0" I TEXTURED CEMENTICIOUS FINISH ON C.MA (TYP.) SCALE: 1 /4"=V-0" LEFT ELEVATION - 61 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 24" 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-reslsitive 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. ;Z z� z d a I� z tN �U OL1J U L.iJ so ~ C tp M 120 0LL� LO d �i o cm Al s De N c•H •n.t: (IFrF V it W -�. Q• � r,,, z iy "- a �Zin To the best of the Engineer's know)Ij+ ,and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z N O r� t>'-t M O M Q U-) 'p In a to •L �r a IY VCL rt a E� z W J 0 J �S U a 0 z O 0 o 4. - � W J w � rz W W F z LL � 'Y^J L 1 to Q 1 J z w v = a . .r LPL Luce Q z Lu W J rl L n rl LIJ 6i X N Q z � co N 006 z t u.l p g SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO, 10 SHEET NO. 3.1 4 zo 5 a T.O.M. 18' RIDGE VENT 12 5� 12 �5 — — — — — — — — — — — — — — — —-EXTEW)Eg------ _ OVERHANG TO BE CENTERED ON DOOR 4' RIDGE VENT 12 _�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON G.M.U. (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. TEXTURED 1 -0' CEMENTICIOUS 01 FIN. ON C.M.U. (�rp) TEXTURED 2'-0" CEMENTICIOUS 2" x 4" SMOOTH FINISH ON C.M.U. TEXTURED (NP.) SILL / BAND F.FL. - REAR ELEVATION - B1 SCALE: 1/4"=1'-0" RIGHT ELEVATION - 61 SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 24" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portiand cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barter. 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 FOLLOWNG 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. z M z�z a U) z W (D ,/cam/) T w •U — Ou, N c to = U i1J o � rNi U CD I N C B D C 0-- TA g z IV -NC.` 0of LLJ LL0 `(4. z W ' �; F L. o E. s 9- To the best of the Engineer's kno I , a on, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code . Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z N 0.4v.+�pp � M O M Q 'gyp Ln a to •L '� C U_ H a .-. GI_ U C Q o0 no z W J 0 J W �a z � O $.0 � W J uu��N i Q) rlLU W L 0 o � '� z U = QLu Q W f r -4 UIgg k ^3 Q Z ^ WW0 CC E _JJ T--I Z z �z k co N r Z Q t W 0 00 a SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. 3.2 J ZZ 1„ 2" 2" *NOTE: VARIES CAP T CAP iv iv FOAM TO BE USED 1" RADIUS L ONLY WHEN REQUIRED BYCOMMN ^ = 3 1/2" RADIUS 1/2" RADIUS is N ll a _ ; TY SPE SU IF NOT,~^ DETAIL TO BE 1" 2" OPENING VARIES 2" 2" ` N 3/4" RADIUS V-5 a ` 1' 1 BUILT W/ STUCCO. 1/2" RADIUS 1" 1" fV EDGE OF 1" 4" VARIES - `IN 1'_p" �• OPENING L VARIES V-4" o M � N �2' 12a VARIES VARIES rIN 111 i-nVVn 1 n 1 1/2" RADIUS 4" � � 211 = 2 1/2" RADIUS L� N71v N L r��o- cil� f0 VARIES 12 c 32' 11" 32n 14 L - LO tp N 3" z 2" V BASE BASE Alt 1 �� 1 ,4n 1�-8" N 12" *NOTE: VARIES 8n 2" 3„ FOAM TO BE USED ONLY WHEN io - Lo c REQUIRED BY COMMUNITY Lc SPECS. IF NOT, 1" OPENING VARIES 1'-6" 1" _ �`t DETAIL TO BE 2" 2n BUILT W/ STUCCO. 1, EDGE OF OPENING 0 1-1/2" THICK 1-1/2" THICK 4„ 101, iv _ 2j" _ N d la T c r L L L = T -- 2 N 2" 4 , 3,� 2e 2" iv w Cr Cn w a c� Eli 1-1/2" THICK 41. 2ja 2-4 1'-i o° 00 `IN 1-4 3" N c Ci J V 12" VARIES VARIES Uj �2n cr I • VARIES VARIES N ` r e iv i iv � I �1" 6" 4" fV N KEYSTONE F11 0 OPTIONAL c YSTONE F11 007 OPTIONAL y4-- 1n 7KE L3- 2, 42' GARAGE 4" DR. OPENING a WINDOW OPENING 4 NOTE: • INSTALL OVER STONE, TYP. oil VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14" 1'-6j" 14" 12" 2'_1 1 �" 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5a 1'_12" g4n T-8" �n N 1" 4" T-O„ � �� --- N 10n 1��n 10" 114" 0 ZD 00 _ � `t --NI - WIt N �N �1 N e T = r 04 R�, v ;0o • CO M :- ��1 1" GENERAL NOTES: o • 1.5 LBS DENSITY STYROFOAM L • POLYCOAT (HARD COAT) Eli Eli Eli I • ACRYLIC SAND FINISH !9 W Z Cl) _ o131 Z z U) Z V) 0 cn w �_ 0 �V — O U q� M w ZZSS cl) 0 U ¢ A 0 o All B D. 'IV CX>� U)� (��y 102 gA;; o is co�Z 0, oO To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV 0 v (/ M C M Q 'p Ln n. cn •L d- z �L� M oC V '"i C. 000 Q § E Z W J� �a J Oz�U 22 z �� $g ce LLJ M !i i Q C ? fz 1i Lr) Fr F_ ,d 0 _ cc: Lu o 0 LU a Q�� Z J Ln LJJ t'-i Wz ClZ Zs5 '' ,,LrW'' M W r! W,-4 g r .....fJ Q SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION No' 10 SHEET NO. F1 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 FF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN Wo EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER NEMA 1 200 AMP METER MAIN 0 200 amp 150 amp Disconn POWER CO. FEED'-',TT 6. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 copper to lights b outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground WITH CODE APPROVED 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. VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" C9 u, z C Z z Q a V) z 0 U w Q)M 0 w (IDIL/) r~ .�n. U r- §' W ~ OOT3 .12 N c 9% Qo Lo B D. 00 � � ���o �z o �M�Jz UZ z LL a z Z $ �, a LL z b d ;I W Nao� � 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 0 0 Z N 0 CU N to > (n M C:) M �MLn a. to •L d- L Ln IL Z F- a .-. V CL Q � � WZ J 0 Nr mi w Za Z A� CL 5480 ago IN F— W rn j N Z a LU W _ / T IL.L U O LJL g0 Q� 0� J ' z �o Lu3 ¢0 Z r` Lu W J rl Ln rl LJ.I W z w 01 Z Z Z m O NM `6 Z 4 w = Q° W rn ,� a to SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. 4.0 General Notes ROOF CRITERIA: • 24" 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 I barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in I accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked II stucco lath) over an approved synthetic house wrap. I I R703.4 Flashing. I I Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall ulk cavity or penetration of water to the building structural framing I a I components. Flashing shall be installed at the following locations. O • Exterior window/door openings. 0) ��Q I • Intersection of chimneys or other masonry contructions with frame walls. N • Under and at the ends of masonry, wood or metal copings :. I • and sills. Continuously above all projecting wood trim. I 1 ( I Where exterior porches, decks or stairs attach to a wall or • I 1 1 I 1 I • Atwallassembly ofwood-frameconstruction. II I sections • At Built-in gutters. • II z I1 I I W u I _ _ J Attic Ventilation LL O I Attic Ventilation to be in compliance with the Florida Building Code 6th Edition ZONE-1 0 (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented ATTIC SPACE � RIDGE : �"' space. The ventilating area maybe reduced to 11s p provided that p lean portion �T®� but no more than 5096 of the required ventilation is provided in the upper portion of I:12� SLOPE ICJ the space to be ventilated. Upper ventilators shall be located no more than 3 feet tP 5:12 SLOP ' (measured vertically) below the ridge or highest point of the space, with the I 2002 '� O O ^ ^ T Z 4'-0' RIDGE VENT balance of the required ventilation provided by save or cornice vents. L L l�X/ ' W �1 LLA a I "'CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" I ILL> O P�� OJ (Values to be verified I RIDGE VENTS with Manufacturer SO. IN. OFNETFREE AREA / LINEAR FT. co • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT � N 4 • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. :::: ;! • ; ; :: 'S% :: RIDGE :19:-0-RIDGE•VENT•::: W O U) J :. .... RIDGE Chili 0 .......... ............ ........ .............. ........................ ......... .......... ...... .......... I • : • • • • • • • • • • • • ROOF PLAN SCALE: Y4'=V-0" ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off-RidgeKill (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total - ---------- -- ---- — Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be SQ. IN. of SQ. IN. of Ventilators required soffit ventilation soffit provided by upper Ventilation Ventilation See Elev ( ) needed required needed ventilators Main 22.00000 2.000000 Floor 2002 1922 275 961 69 480 0 606.0 (Zone 1) - — ---- - - ----- - — 330.0 276.0 "NOTE"" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. Z M z z Q a lJ') C9 cn w w � U. Q� 0 �i4t o B D D. N C To the best o$t¢e Epgl"er's kridWle ge, in(tk+nat 'and belief, the struc{ural {SIaslSand sp#clfl S c 6'-0" 6'-0" TYP @ 1 STORY A U.N.O. S3 2'-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. T-1 H.B. ' I 3' ......................... I4 I N in 23'-6t' T I • I I I �: OPT. D I APT. V�1 TYP @ 1 STORY I -_ _-_---_-_ —� _ ~I: -31/2" SLR I i•� ' U.N.O. _ II 10 S3 I II I: - - - CJ - t� -}- CJ - - I 9 m 60 ■ INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I- CHASE TO ISLAND :::: i i BUILDER TO PROVIDE J W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN KITCHEN ISLAND j j LOW WALLS K S3 APPLIANCE PROTECTION WHEN REQUIRED PER FBC S3 I HOOKED FTG. DOWELS 5 EMBED - W/ 25 EXT. ABOVE SLAB GRADE 40 " " I:. 4'-0" I STEEL' 25'-6" I I I I 20'-6' 6-8" 1'41 : I I r �Illo STEPS AS REQUIRED u , I I II L JIII 3 7-5" T_1" 5'-8" j'-0" PER FIELD CONDITIONS _ I II Nlx r,�lZ ; I PROVIDE 1 y" RECESS r,00 I I I II � =JI11(n I • ' K CC I CC �_ n '_ n ,_ n o 2 6 x2 6 x1 0 W/ 3 #5'S E.W. r ( ) ■ , FOR SGD. REFER TO I I __ _ J - MASON'S SLOPE FOR N I III I I (: ' W.H. III / S3 S3 IYom r- — S3 WIDTH D.W. III L CJ I ._� - - - - - - �- — -- in 0 4 4 c 1A S3 I -— 16'-11$" I 8'-6j" — — — — — — — — — SLOPE ( - b 31/2" -31/2" 71t" 4'-8" I 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2'-6"x2-6"x1'-0" I W/ (3) #5'S E.W. PROVIDE)/2" x 9" N L o0 t_-Nn HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR S3 v ■ : 3-112" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4" I I MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 41-4" +f G I s3 I .. ■ ■ ■ 0'-0" I:: ■ : I.9,, S3 LO 17 36'-6g" . .... ... .. .... ; 2'-6"x2-6"x1'-0" I I STORY U.N.O. o I W/ (3) #5'S E.W.aL I ■: ' ' 04 ........ I o I HVAC CHASE0,3 BASED ON% Ir 1 } LOCATION ' I II 1 I � I , , I, I,} . ■ 0'-0" 17-2j" 2--9" 2'-8" 2'-1 lt'll I ' W. io I L J I }} � 10 • ••••• ••••• •.•.••. •.....••• .... •�'ITT{T ..-•••••• •••• • • .♦,w♦ —�--- ••4--i••♦♦•♦• N ............. •••. ••••••• ■.. :. :. ■ ■» »■. ■ ■ ■ I ■ ■ TYP @ 1 STORY H B S3 U.N.O. . . 6'-0" 3'-10" L 4'-2" FOUNDATION PLAN. SCALE: Yn•'=1.0• NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 1 1/2"=14" '--#5 CONT REINF. SEE FND. FOR QUANTITY •., ire.• #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 ••, ��• •,,,, •••rr bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" (9 r- Z Z Z a Z V) 0 cn O L.0 EE o w F— C ttl M C N CD _ " °a$ B D. N U, !• P-1 t Y� Toth best of th ine rrs'�+owled�e (wfq belief, the structure and sp�taNleat�o`rfs con ' L withinthese drawings o�y the 20}7� Buildin Code -Residential !� �Ii.F(;hthl�er's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N � � n MO M QV'pIn a cNn•Ln a(1)U Q . �' 000 W Z J�~ �t• c za 0 L cu T-eal CL oC Ln O a L Q V 0 0 J r<. LL gxgx O N Z h $g W,-I J L.n rl Lli N M Q Z Z co O 00 Z rn T--1 a cn SCALE : AS NOTED DATE : 4/12/2018 TECH: M]AMES VERSION NO' 10 SHEET NO. 6.0 CJ > 3 a ACJ3 I CJ5 I EJ7 EJ7 EJ7 EJ7 ' EJ7 USP HD41OF w/ (10) 1Od NAILS i 3/16" TAPCONS TYP. BEAM TC EJ7 (2) FLITCH PLATE. T. OF B ATEh 18 FG1 D1 ear TYP. BM OR I GE1 r . ..... ... • ` (WJ W CY)co M N .- r- � m U m m• m m coCD U V 'S✓j��a CJ3V CJ5V I EJ7V (2 0 1 H Q I- Q .. : : .. :: ;: F- ..... .... Fry- Q : .... .'.'.'. M- Q ......... :::: .... .... f(�- Q O tHA Q 1 1 1 1 1 1 1 -- k Q CDr a (2) X EJ7V EJ7V EJ7V EJ7V EJ7V o. EJ7VA I 8 EJ7VA Q I ..... I- Q ..... ::: .. Y 4 O I EJ7VA EJ7V N Q EJ7 .~- a M a .. l� a O Q EJ7 ' EJ7 CJ5 CJ3 CV) In U U J Ueas kND (6) ICMU 6" OSB . @ T-O" NERD J UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H25A 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 1 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 1061.112 HTT4 2715 5/8" ANCH.120 10dxl-112 J HTT5 4350 3740 518" ANCH. / 26 1061.112" HTT5 3225 518" ANCH.128 10dxl.112 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8" DIA. BOLTS L 5/8' ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 11 5/1070 "' 1 5/91 ** 8 - 10d x 3" JUS26 1115/1060** — 8 -10d PHUS26 1550/3335 *' 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 " 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 - 1 SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 5 1 12-10d X 1 1/ " ' 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-M 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 y Cq�R�ER CONT (A) INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NU I E: 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. t I I \ SEE 3/S5 FOR STANDARD GABLE END \ FRAMING z _ W W 2 U) 0 O O 2X TOP PLATE TO GABLE END W/ 16d ( (I I a NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. + W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM E1 FALSE BEAM @ GABLE END SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: Y4'=1'-0" U*)® Z M Z Z a_ a U) z V) U � w (DM �U — O 17� w F8 a�D �fO U� )ti Q rn o Lo v �i d BD.elolo "-C-B D•C SE E LZ yy, W Q a $ Ll Lu am r a rr To the best of the Engf e'er'; knowledge, Info , and belief, the structuraBplans lagNp lined within these drawings complywit 4fhe' 7 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. 1t O Z No 0 (L) N 00 > () M M V) M L^n z (1) L^ LL C)� U Q 00 z E Z F- W J� Z fL �a Fz a Q I� O C U �z 0. cu Z N Li7 Lan LL Ir ti 0 O U = J LL � o F„ L.l O fps Iga N. O g a0LUo Z ^g ,--� Ln Ing J rl W Q � Z Z W$ N 0° N oo Z g = � � O 00 a (n SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1 .0 Safe ver ica oa Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE O O 8F8-0B/1 T APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8RF6-0B/1T ;' O L O O O• O O O 8RF14-1B/iT 8RF14-0B/lT 8F16-0B/1T 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F3218/1T F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T tNOMINA1. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-f' precast = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg - 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. O O 8F16-1 B/1T ®O O 8F20-0B/1T FORM do GROUT SOLID Q � !• N W J O #5 BAR CONT. 8F12-1 B/1T "V" LINTEL DETAIL SCALE = N.T.S. C C G = C r• Q" Q r � #5REBAR TTOP IN. (1) REALTERNATE POWERS MQ'D AR STEEL LINTEL a . q .M.U. #5 REBAR AT TOP a 4 a MIN. (1) REQ'D d 1-1/2" CLEAR " a C < GROUT D Q p %_C.MA K 4 e 5 REBAR AT rn w - a^ • BOTTOM OF ? F LINTEL CAVITY 8 U t y0,) ` `Q 1 Q —BOTTOM REINFORCING PROVIDED IN LINTEL o U o Q a C7 ¢ J c LL Iu — dz 8 p3p y e L% D �i D ft5 REBAR AT E AS INDICATED "ACTUAL I AL WIDTH (VARIES) ¢ S o , o 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 manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plaNdetalis for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos coating. See contractor specifications O 4'-0" LL OF 5'-10" LL LINTEL PLAN SCALE: Y4"=1'-0" (9 Z � Z Z Q a z �Ltn� (D '4--J w r O wtrii ~ NZru U U' mr M w U Q, o A 1 N. K. q� JF LU Qj um To the best of the Engine' �ry9 Iedt*, inf n, and belief, the structural plans a 161} ntalned within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N 0 iv! V) M C M j M I1 NO Z Ln HLL CIL Ce(D-�� Q CL CO WLU Z c0 J � w Za s� �a °W M J R. L Z U = (L "' 814, J Z . rj z J Ln r-I W� �8 W Q � Z W II N m l� 006 Z g = 9 rn ,-4 a cn SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO" 10 SHEET NO. 8.0 J NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES ES 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 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING, 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11, GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 34NCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL IWITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7, LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTION AN C 0 S D BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3• DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT, BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A6151M-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: Y4" 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 31000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 R 7/1 T 0 6 S RUCTURAL 1 U.N. . 0 4.4. 3. AL P F L PLYWOOD USED OR INTERIOR APPLICATIONSSUCH 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE N N WITH THE DESIGN PLAN U.N.O. T S, U O ALTERNATES O J BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4,7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4,8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and tr�atment 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. Inlga6or, rinkler systems including all risers and spray heads shall nbt be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative oementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C ncrete nyerpo and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vgrti I heroical barrier must be instal(�d after construction is complete, including c(ancdscaping and irrigation, Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 • All buildings are required to have pre -constriction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS O S RESPONSIBILITY T RE VIEW E V IEW ALL DRAWINGS BEFO RE 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 1Y' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 001t:9 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. zm z z Q a (nv) z 4--i w "U - 0 W li n of �V) U U c Co i� Elm -=: Sm N O U I t is o Q th �i d o Al I BD. N<� o ° Lrf a co N UM m p N m J� f To the best of the E �Q�r's k o a atl nd belief, the structural ps'�'n1,,specifications �d within these drawings compi 4vttkr" 19MAA We Building Code - Residential 6th Edition: trigineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O 2 NO 0 N > U M O O M ¢� 0 Ln a cn •L, �' Ln U_ I" - fl. ^ I� V a M-4 00 a U Z WJ C:) d" oe za a z ,o Wz fflU, J o�E`� w 0 U z l� Ln z3 a) _J U U _ W Igg � ,fl °° o Z W -J r-1$ LA .-I 11J �y a LU Z z k N N Z �j W 0 00 Z Q N z Lu aLu a SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NOe 10 SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0_1 LU 15/32" CDX a PLYWOOD OR 7116" OSB RIDGE LINE 140 MPH 0103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH ON 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. + + + 4 +- + +- + + + + + + + + + + + + + + + + + + + +. + + + i- + + + f + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i } + + ++ + + i + + + + + i + + + ++ + + + + + + + ++ + + + + + + + + .... + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + t + ++ to + +- ++ + + + + ++ ++ + ++++ + +++ Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel .902.0 2 x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —3 FILL CELL STD. 900 HOOK BOND BEAM 11 j STD. 90• — CONT. #5 BAR I HOOK #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN i PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND-=��SHEATHING PER PLAN =' CONNECTION -� TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN r �•� OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing Wow.STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max. } Small�gap 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Depth End Intermediate >1 Series ® 9-1/2" 2-8d 2-8d BCI 5000s 11-7/8" 2-8d 3-8d Clinch nai when 14" 2-8d�- J BCI6000s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d possible BCI 6500s® 14" 16" 2-8d 2 8d 5-8d-_ . 6-8d rj Is 1) Support back of web during nailing to prevent damage to - 11-7/8„ 2 Sd 3-8d web flange connection. BCI 60s® 14' 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit - 16 2 8d 6-8d _ j 3) Leave 1/8" gap between top of filler blocking and bottom of top flange, 11-7/8" 3-16d 3-16d 2x4/Plywood/OSB web stiffener - 2" min. BCI 90s® 14" 5 16d_ _ 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. - 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 16" 6 16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts, N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O T-0" STUB -OUT FOR 1'-0" L 0 9 ' GAS METER O o kn • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. V-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" n r. G Provide adequate bearing for each lapped joist. nails SECTION 0 INT. BRG. WALL N.T.S. N MINIMUM SPACING = 2x GREATEST KNOCCKOUKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch Av- or drill flanges all i g BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offset ch Use 1063" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — w' 6„ A 1 " ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 1Yz" 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 1Yz" 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. JC SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8" (I THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE t Backer block (12" wide min.)I I l Nail with 10-10d nails. - ;'�,Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR •• a . • '.:. •. FOUNDATION INFO ' STEM FOUNDATION Filler block. Nail with -7� 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap —�' Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height =1 - requirements 0.6 X Joist o / depth l - V__ I -JOISTS BUCKETS N.T.S. I ffWWUM I ja"II II— a } r A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. IT LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION pill MEN% 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE i1�,■ai'i11� SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE a ° 4 ZD 2 �' •'a, • ° w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d ° q. .a a' a . a a SEE FND. PLN. SIZE & REINF. u, z M z Z Cl. Z U W 4--J LU �V — 120 OLU t/) 0�1 �N U LU o M R U � 1 .2 c toto g 0 BD. 1..,. r d '3.ri A -J J � v< � a ci �� 2 a ' WL_ To the best of the Eng 'i knowledge, Infor tq� ,and belief, the structural plans' Aridt eFlflr� V9Tj` 1ned within these drawings comply.Ax to �tW 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. i O O Z r4 0(v r-, >V,MO zM � j fU Il 0- V" "a CL .- % (Y U CL 00 a �� zfC WJ C) d' z tiS �a a z U Z, pRW. O iyy�n� w u'1N�® $$ H z Z C: Ln Ln LU U = V IgS I- o � z wIn W w � a F a% Z Z m ° Z g T-4 V) i� SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. SN 1 (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 c ° . (2) LAYERS TYPE I OR TYPE II e. (#15 OR #30) UNDERLAYMENT -t> FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS, REQUIREMENTS SEE R905. PRE ENGINEERED WOOD - ° TRUSS @ 24" O.C. U.N.O. _ 12 HURRICANE ANCHOR @ EACH 1" :7.) NVARIES TRUSS (SEE UPLIFT SCHED.) W/ 8"T i METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSLILAnON LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3 ELEV. VARIES INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR izw 5/8"OR 1/2" HIGH STRENGTH -� "-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (2)16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE STUD BELOW S.P.F. DOUBLE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. ------ _- --- _-._ SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALI_HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS -_ _� - -- _ - - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE -- =--_-- - O.C. OR 5/8"x10' WEDGE ANCHOR (� A.F.F. @ 24 O.C.) 2 ...... __ L1.4 d WW OR FIBERMESH 6 x 6 W1.4 x ER ° ` 2 WWF OR FIBERMESH ° 0 -31/2" MIN. 31/2" MIN. ° 4 ELEV. -0'-31/2" z d ° d . A.F.F. O ° ° d ° 2x4 CONT. d ®° ° ° ° c °. ° - 1/2"(min.)-4" > ° °-1/2"(min.)-4" d° ° I° ° ° ° to N A • 0 •. ' d ° GARAGE DEPTH VARIES ° 31/2"(min. -4" 31/2"(min.)-4" ° (2) #5 CONT. (2) #5 CONT. 4" U.N.O. MIN.U.N.O. MIN GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc,*,� TYPICAL BEARING WALL @ STEPrCC SCALE: 314"=1'-0" "SHEAR WALL" SCALE: 3/4"=1'-0" ��_ �_ �� S3 S3 SCALE: 3/4 -1 0 S3 \oJs�,v EDS�G�P� GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" OIC 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. SCREWS /DR WALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ,o M�NN�o s @" SHEET LOAD BEARING OR oo (1) ROW 2x BLOCKING @MID HGT. CEILING & 8 O.C. WALLS (2) ROWS OF 2x BLOCKING @ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. THIRD POINTS 2x STUDS @ 16" O/C � FOR WALL HGT. s 8'-6". (2) INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS CHART ON FLOOR ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 PLAN SEE CC/S3 OR cam" LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS:�3 STD. 90•HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 2x P.T. PLATE ^ TYPE "S" MORTAR WALL SEE GG/S31 5/8" x 6" EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W! (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP SPACE ANCHOR E 'SIMPSON SP1 2X P.T. PLATE j #5 REINFORCING �� SPACED EVENLY FIBERMESH BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 �I w/ (10)10d NAILS �„ WEEP SCREED INSTALLED BAR la- END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE ., W , ARCHITECTURAL �'P PER MANUF. FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ` ' GRADE ° • ° " z #3 #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi (1) #5 VERT. IN FILL MONO OR STEMWALL z CO) A oJ FINISH GRADE 60 2 25" MIN. LAP [30" MIN. LAP] (GRADE 60 MIN. Fy= 60ksi] a p . • - 4 1/2" GYPSUM WALLBOARD g U.N.O. CELLS (SEE FOOTING MONO SHOWN - Uj FOUNDATION PLAN FOR CLARITY ° D o D -------- °O 6 MIL VAPOR BARRIER ;, ° R 1 718" `n ° FOR LOCATIONS) D ° D 1=III=1 I I-III=1 I I -I I (=i #5 REINFORCING BAR - 10 P.T. BASE NAILER ,� " D p D ° 111I=I 11=1. I M I 1=I I I=I I I= z ° #5 LAP SPLICE (2) #5 CONT. - 4 x4 INSPECTION I=1 I I -I I L-I 11=1 I I I 1=11 2 • NOTE: ° D D ° ON 3 CHAIRS 8 1-4 8 31/4" BASEBOARD PORT AT EACH t g III=1 I I=1 -III=III-III. , iv COMP. SOIL. (COMPACTED TO - ° 36" MIN. LAP [36"MIN. LAPj P " " FILLED CELL TYPICAL FOR BEARING WALL I-1 I -III -III -III= I 1 ;= T o ) W/ UPLIFT ONLY _ _ _ _ _ ___ _- _- - _ ____= 95 /o MODIFIED PROCTOR ASTM - 10" MIN. 2500 PSI CONC. SLAB �r) AT GARAGE CONTRACTOR III= = =1== =III -III=) I I=11.- III=111=III=III-= 1= D1557) MIN PSI MAY VARY PER -� I I=III=III=111=111=111-111 =111=III =III-III=111-1 I=1 I I=1 4" 114-1 #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR--TI-TL-Ii1; Ti ;11i Ti 11i l l I -III -I hI i'- CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT G w1.4xw1.4 wwF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 00 6x6W1.4xW1.4 ' 31/2" WWF OR FIBERMESH 6 MIL VAPOR > - i min. 4" BARRIER D i p 1 A. ;0 ° � COMP. SOIL. _ (COMPACTED TO 95% _ MODIFIED PROCTOR ASTM D1557) � - n (2) #5 REBAR CONT. 3 MIN. CLR. 4 " I " STD 90 NOOK SEE SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SEE PLAN 1 1/2" RECESS FOR IE 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M GRADE AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN - - TOP OF BEAM .a #5 REBAR w/ OPT. SEE ROOF PLAN ° ° a ° ^RFFN FAlr:l n.qI IRF FOR STRUCTURAL ON 3" CHAIRS TYP. 4 1-4 ( MIN. U.N.O. DETAIL) TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE rL 1/2" GYP. BD. P.T. 2x > � SLAB INFORMATION. HOLD GYP. BD. �_ w SEE FLOOR PLAN FOR 1/2" FROM SLAB o STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. rM & BASE CONNECTION INFO. S3 0� J CONT. BEAD SEALANT SCALE: 3/4"=V-0" DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ` , a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT . d • 31/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND _71COLUMN TO PORCH SILL O.C. CONCRETE SLAB 14 13 . GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS O.H.D. RECESS i O.H.D. RECESS FOR COLUMN TO BEAM N :• TT* �. o� .y w SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS �•� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 4" BEAM SIZE & cv a CONNECTION INFO Cn _ • ° I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED SCALE: 3/4" = 1'-0" SCALE: 3/4 =1-0 w 0 SCHEDULE PER NAILING FOR REINF. INFO. OPTION #1 S3 S3 a ¢ SEE TYP WALL SECTION FOR ADDITIONAL OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. ��" TRIM PER PLAN 8 MASONRY WALL CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. ATTACHMENTS EXTEND FILL CELLS c • t"' W/DRYWALL SCREWS 8"0 C - J EMBEDMENT @ 12" O.C. @ STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE N ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS CONT. FOOTING STEEL TO FOUNDATION PAD = MAT REINFORCING. Q ' � i z GRADE -A Q d -[ TENSION 120#) CONCRETE SLAB € �., FILLED SOLID (SEE PLAN FOR _ __ __ = - ° 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT ) U' J -III=III ° d , d • �-III-111-III-I °° c_ �- WWF OR FIBERMESH "' Z w 1=III=I -III-I I-III=_I w III=1 I I I=III=11I- E a __ d =!'rl BRICK PAVERS or SLAB PER o W w __ Z 00 = • • °• - -TT - a z v 6 MIL VAPOR - _!' -1 I=1 I=1 1= I! -� - - - - - - - u l =1=III__=iTi=iTi=iTl=iTi==1Tr Y-o" FIN. FLR. COMMUNITY SPECS w = d � - 11.=1 =1 1=1 1=1 1=1 I I =1 I 1=1 I --- � III 1=1 11=11.1=1 11=1 I I I I I=1 11=1 I i- ' FOOTING 0 BARRIER =1I 1=1I -I I -I I I-III=1I I- I-1 =1 I=1 I: III -1I III=' BEYOND • : • ti ...• :..,. -lil=lil , PAD REINFORCEMENT 3"MIN. CLEARANCE „ „ 4 4 :�.•'� •• ' S EF UNDATION (SEE SCHEDULE) FOOTING WIDTH CONc. PAD INFO. • •' SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD�2 PATIO COLUMN FTG. DETAIL N SCALE: 3l4"=1'-0" S3 SCALE: 3/4•=,'-0" SCALE: N.T.S. S3 W !9 z M Z lei Z CL z CZ Q) C9 i--� w (10_ p 0 c E L o LU(D-' ru M In" 0 U 1°IfZ_ 0 A 1 e D. N•('. n C \\* r tte4ae'�i ao iLj Pm , �W o• .Na�,d To the best of t"pilli '![knoy.leQ�p; J M nd �d/Y' da�Ib 1 belief, the structur } ns anSipbcill ns cgrtf�J ed within these drawings pp�,rith the hi.t 4 da BuildingCode - Residential6th n near's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O' Z N 0 (L) > M O M a cn •L d- HU a P -. DC V CL co Q Eco Z WUj d' J Wa J �400 OVU OW I-_-, zZ2 M� Q Z a� L / Ln 06 Z N o T"I 0 Lu U Q g :N` 0 LL_ �1,1 Z J ri LU Q Z a N m 0 N 006 Z 5 In SCALE : AS NOTED DATE : 4/12/2018 TECH: M)AM ES VERSION NO. 10 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE O BLOCKING WT4" (2) 2x HEADER PER PLAN 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 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 wl (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \ -ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FJNISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3"DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" DRAIN WALL CLEAN -OUT rT� 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 W1(1) #5 FOR CONCRETE PLACEMENT .r:raalia.�•ar� C�� ���� � �C WAS N�mm_ •• �''•'•�• k1111111111111111 —Ili! mom ■Z■f�� WE ■■III 11■■ MTIII ■i■III III■'■ IIIII IIII�� �L�I�i III�■ Ilil NOTES: Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2"PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE G S4 J Uj 0 1 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) FOR WATER SHED. RECEIVE GARAGE DOOR AND TO ALLOW KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOC GARAGE DOOR ROLLER CONNECTION ASSEMBLY ;:: GARAGE FLOOR _ TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. ° a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BTO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. C►Z7 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL GL 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -_Ct 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° 4 ° WALL ° 4 Q DOOR STOP w c� d ° ° MOLDING v? a ° 2x TOP PLATE '- GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 (TYP') SEE ELEV. — PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. l-CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8"rBLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS_ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLIN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . ' 46 ,PLICE STAGGERED G' • ' 10d @ 8" O/C STAGGERED FROM BOT. `� "�� ATTACH ALL J SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO 76P PLATE ° ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. SCALE: N.T.S.SCALE: N.T.S. S4 S4 F= 2240 LBS `7 SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) 1 (2) (1) LSTA30 4' - 9' (2) 3 (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ' MIN. 8" EMBEDMENT wl WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SP4 SP2 SIMPSON SP4 gP2 FF SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX, INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING 2XPT SECTION SEE SECTION AAlS1 FLAT STRAPS PER CHART ABOVE TO BE BENT PLATE AND BB/S1 FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF�l'1' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1 /2" AT EA rT� STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8° ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 �N�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K"Q SCALE: N.T.S. 4 SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d ADDITIONAL DETAILS RECESS LINTEL d SIMPSON SIMPSON SP4 SP2 11. NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 SP4 SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE r 2X BLOCKING d I I \2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a it- ° d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA, BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING r oIN N o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. L PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. ,�,� U_ z z a V) 0 Q) v, 4--+ tL a) _a )_ 0o o '- U m d� ITU CRI _ §DSO U c Q� ati L �<o B D. " =� Go y 'N (e q. & "` `I - W-:h El To the best of th, rlgin : ",r (legge,,yynfe tl d belief, the structuri(4� pgs and fOerftaNdr; co d these drawings the 2Q�j�mt a within cbfd j with Building Code - Residentlal'66441F7i �Bl phi fffuwiigginear's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f G Z NO 0ko h > M O M Q (!) 0 Ln o (n'•Lv- < � U_ Q ^ W U 00 Q E .� W z�� CD J 0 d' W 0. i pa o 8.4z II,§ i Mho obi z T� H L 3 a U = U) S 01 y J M` Q�Yy¢a 9 W 0861 m4 Q Z J ,--1 lij Q Z Z N p1 coC4 0 06 Z g LU : SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS 7\SIMPSON H1OA w/ (18) SIMPSON SP4 w/ I NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6) 10d x 2 x4 OUTLOOKER SEE STRUCTURAL NOTES AND " 1 Od x 1 12" AT EA. 1 12" AT EA STUD SHEATHING DETAIL " " 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) " OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE " TOP CHORD @ 24 O.C. NAILING SCHEDULE FOR OU I LOOKER @ 24" O.C. AND NAILING SCHEDULE FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR FIRST FOUR 45°t ROWS OF 45" t 24" MAX. TOP CORD BLOCKING 2X4 CONT'L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO S BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB � �� @ 8 -0 O/C. EXTEND AT LEAST 90% OF , MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) m SIMPSON HGAM11 w! (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1/4"x2 3/4" TITEN TO CMU 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO : 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END ; NAILS 6" O.C. EDGES @ GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 11 10dX3 3 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" py THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w! 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L"BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER n n n n a 5/8 x 10 J BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT V-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK ri GABLE WEB SECTION K�2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 114" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON H1OA w/ (18) BACKNAIL W/ 2 16d NAILS SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE 2"x4" CROSS BRACE 24" MAX OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM SHEATHING TYP. FROM RIDGE FASTENED AT RIDGE FASTENED AT BRACE TO EXTEND EACH JOINT W/ (2)1 Od & (2)1Od EACH JOINT W/ 2 () AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH M AV 2x4'7 ON TOP OF PANEL SIMPSON 10dx3" @ 4" 0/C HGAIOKT w/ (4)1/4"xl 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"0" 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 ( ) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR `= SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP " NOTES AND NAILING NF'TOP CORD CHORD BLOCKING N Fi SCHEDULE FOR BLOCKING FOR INFORMATION � °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 12 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ;° to APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 " 1 2" EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 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 W/ 1OSB 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)16d TOENAILS rCONNECTION .t; MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) - _ yT " -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 L2x4 - _ Mrs - 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH BLOCKING W/ 1063" @ 4" O/C (2)12d TOENAILS .._ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION I0.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. 55 SCALE: N.T.S. 15 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP SEE PLAN FOR WOOD TRUSSES OCATIONS) 1 Odx3" O/C 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 1 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 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MINIMUM (2)16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACINGw/(3)10dx3"AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU t---- MASONRY WALL 2x4 BLOCKING 2x47' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB ` SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n I r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) I- GABLE TRUSS �VVry 1. 0c^mlrvV GABLE END BRACING DETAIL SCALE:3/4"=l'-V MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Uj 0 a i O� CORNERJACK Y ¢ W z cr 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS 9� LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 ,9 0 Z M Z z� Q a z cz V) (D N +—� w w 0 c E U� w pp n M W■ _ M 0All Q rn afii ¢ o MID. �vlxl r" ,� t�rI4ESF � •�. i�%,►. 01 61- J Z LL c� LQ To the best of the n 3 'o ledge, i * n�� belief, the structure , a ands c [` on. within these drawings o%y with the 2017 FI ��,�i Building Code - Residential 6lN M ;[0 s signature and seal is only for the sirPuctural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0cu1� �>+V)MO co Q -gyp a r� '� d" aLON CL a� Q 0�0 E Z W.wJ C) mi tt za $Zgoo 2 Q Z a U J � Ln w �3 U. Z o cV LL g�a� Z Z J Ln r1 LLJ Q Z Z�$ N (71 m N 00 ZLU g ° Ln SCALE : AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. S5 DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX. PROPER INSTALLATION 8" DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS "EM-1 X 4 FOR CONN. DETAILS 1 X 4 1 X 4 (TYP) #5 REBAR P, 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 3-1/4" LONG X 3/16" 0 FURRING 3/16"0 X 3" LONG FURRING 3/16"fd X 3-1/2" LONG FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED STAGGERED IN 16 2Xg (TYP,) ` ' BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH n 1-1 /2 DETAIL MASONRY THROUGH 3't DETAIL D. 90° HOOK (TYP.) STD. 90^ ` 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 3/16 x 3 -1/2" TAPCON @ 16°]OIL 1X4 P.T. METAL SEAT PLATE O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1!2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR LAP SHEATHING TO T TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL ` BOTTOM BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" t2 „ NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 2X8 P.T. LONG TAPCONS 2X8 ' 2x P.T. AS REQ'D STAGGERED @ 16 O.C. �� ' ` INTO BAND JOISTD& 4C1REWS /4'x2 3/4" 2x DETAIL 11 21 /4 DETAIL 2-ROWS INTO MASONRY 3-1 /4 DETAIL ±5" NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK I BUILD UT @ OVER SIZE DOOR -WINDOW ROUGH PENINGS CC FIL LED CELL PER SCALE: N.T.S. FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2X8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st 4COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT W/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * TRUS S SC2 PLY I S(TALL,SIMPSON GT2WW/ (6) d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) , . .. 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION . 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 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. CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTIONS. ' SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA, END RETROFIT TRUSS DETAIL OVERHAN L CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. DW. SCREW 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ANCHOR --'ARCH PROVIDE TAPCON WITHIN INTO ARCHINSTALL BL G PER FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) DETAILS A 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x OV (2)10d NAILS @ 8" O.C. FRHgN ARCH DETAIL i WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + CFj�G TN PLYWOOD SHEATHING �� 1- 11 11- 0 5 0 JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ► ' ► EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT a 1/4" MAX � * Z-0" 8" TRUSS + SOFFIT + ►: ° ► . ► 4 ► #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 1'0n • D. ► ° . ° CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A W/ 00) 2X4 SYP ... ► • °► IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS . d .' ' KNOCKOUT / N — — ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d= NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR ' �• MONO FOOTING •i ' ' ►" x SIZE AND REINF. PER PLAN ;' VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL 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 - ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL b • Z TO BE INSTALLED JDIRT BUILT UP PLWD. BUCK - - ' MAXSEE PLAN PRECAST LINTEL% ° STANDARD ° e'. Q SCRIBE NOTCH 7116" OSB ARCH PANEL (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90r HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL �L, 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") , s v L , L, �• J . , "L, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ,� •, '• , �• , '• ' ' ,• , ' f , THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS 13-13 ARCH DETAIL K SECTION @ENTRY rL SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 W/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED SIMPSON "SET" IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g'_p� N. EPDXY MIN. 6" EMBEDMENT & ` . 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE — e 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL X ► J A REINFORCING AS FOLLOWS: 4.► 0 < Cn 1 ' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT g #5x6' EMBEDDED INTO ' PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ► EXISTING FOOTING (2) #5x6' IN CONC. ' COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL FILLED CELL SMOOTH. DO NO FURROW. e ► ° . \ N DRILL DRILL 3MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT _ GRADE ►. ► IIUD N SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p . e O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: � e ► \ \ REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. r \ \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 0 ► \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ► #5 REBAR. MIN. 3„ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 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 C 16"MIN. COVER EA. WAY SECTION WEDGES A 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 ALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. " = SCALE: 3/4 1-0 SCALE: 3!4„= 1 ,-0„ FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. z M z� z�E3a Cn C9 N 4—' Lu r o �V — 0 Lu �N � Cal � w M U � C ¢ rn � L v AN ,. C, 1 • Y, ,� ' LLU) eh q Z. . LLZ r d: �0`."'E. To the best of the Engine4WiJylowleAgNinl ation 1R belief, the structural plans an N F t111 n bFhi within these drawings comply wit 1F1� IbFftfa 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. 1t O z N 0 n 05 M O M Q V 'p Ln a � � L � a2 I° Ln F' a . M Q U �00 z§ ra WJ two d- �a b4do, aJ T--1 � Z z OC Q) I.ri L U = ¢ H PRE 0 o J -�, W p,-i O:ZI Q z w � � LA u.i Q z iii 2 z N co O^ � ` g ,-4 SCALE : AS NOTED DATE : 4/12/2018 TECH: M)AM ES VERSION NO 10 SHEET NO. �� w 2 f_R(1C_cz RROrmn nF=T011 tTVP 1 SCALE: 1/2" = V-0" TRUSS NOTES: FRAMED RIDGE CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS—i COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE A DIRECTION TYP. —� ----L WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL �7 SCALE: 3/4" = V-0" CB ma.- I Vu `u/ L/1V1 i 1 yy LLN TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH "k TB 7 PRE-ENG. TRUSS f CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING r3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING' 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d ENE NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED h PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR h PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE: 3/4" = V-0" SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMP80N HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = 170" )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE iOOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE I-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B. SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT �� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SCALE: 3/4"= V-0" A F__] A SEE PLAN FOR SEE PLAN FOR SIMPSON CANT. IF MTS18 w/ (14) INDICATED 10d NAILS TYP. U.N.O. CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM - FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2�2� SCALE: 3/4" = V-0" SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM Lai MIDDLE BM. SPLICE OVER CENTER OF POST [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `-• MASONRY WALL BELOW: SIMPSON 4.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'4' O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE el �12 SCALE: 3/4" = V-0" EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE. 1/2 - 1-0 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SI M PSON LUS26 w/ (8) 10d NAILS v OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO ZSEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: 1/2" = V-0" LOW ROOF/WALL— { SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 1Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" DETAILS &SECTIONS �W (9 .- z � z�z a z W v) c� 4�-+ `n w CID o .V — 0 w w m p E 8 O o$M y -Z Of Al I B D. N. ` r�ItIIPi� �9 10t70 0 z Jc,� rl' S ' 4 r0 O F I,- o in I,; \ To the best of IS gin hqknowla ge, info n, �q belief, the structu�i�lI ns i�r( I¢t�s�t(�ntal within these drawing�Rbptply with"thE'�I7 FI Building Code - Res! denti iFlq N signature and seal is only for ngineering portions of the drawing pages bearing Engineer's signature and seal. O 7 N 0 � 1.0 I>-I�MO M Q V 'p Ln zH Q � LL Ln CL . ^ � U CL CO Q WJ z Z § � 0 d' za Nuo, Z i U) Z >-08 $a oC _0 F— Z x c L.n 7 U LLj O "a 7-4 0 uj V J W fl o I- �,� digg 0 Wa Q z aUJQ Iuj�� Z J Ln Q Z z N N� Z Z w ul m O [ 4 J a cn W SCALE: AS NOTED DATE : 4/12/2018 TECH: MJAMES VERSION NO 10 SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ ID WEATHER VE BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 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 O OR EQUAL WEATHER PROOF CAULKING WEATHER SELF -ADHERED FLASHING RESISITIVE `s„ BARRIER SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing Installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - X DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW E AM ru�onnv� rv�.�nu�u r RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3!4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGEDWINDOW OR EQUAL WEATHER PROOF CAULKING SEE DETAIL O SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER n SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 0 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 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 A, Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING --7 a RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE r- SELF -ADHERED FLASHING F- SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHINGIsm SELF -ADHERED FLASHING NOFOUNDATION WEEP SCREED DECK JOIST I SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Oin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1st 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 .W. Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED two e NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z M Z Z Q a U) Z 4-+ c/n w Q)Mo O c NZU 'C, w ■ C f0 c•� � � U-i1D U 29 <i Vi 9 o /r 0o �l�0- ZNr,Z " a, g - ie J O LL z �. 8 . :5 LL .- - W V W ¢ � w 'i W a z Z 0� W d$ 41 ❑❑ 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 r*4 OcuN Z to M G M Q to 'p Lr) = q) 2: 0 Q Q) - Ln CL Z�- •tj I.Uao a z E .., Z W J� MJ W Za Q a O �� O �U CIS J _J r G > R W 0 Z N Lira) Ln U U CL0 LLJ L . �R6 Igg o Q do W Z gI ,--4 Ln Q Z � I1� N 00 Q1 00 Z Z = 0 rn ,--1 g f SCALE : AS NOTED DATE : 4/12/2018 TECH: M]AMES VERSION NO' 10 SHEET NO. WP 4