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HomeMy WebLinkAbout3141 Kresterbrooke Ln/ 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 STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS !� SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS - PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS ABBREVIATIONS Tom- L. PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS - -- A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above A/C Air -Conditioner ADJ. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.A. Base Cabinet F.O.M. Face Of Masonry Ft. Foot/ Feet Ftg. Footing FIX Fixed Galv. Galvanized G.C. General Contractor Pwd. Red. Ref. Req'd. Rm. Rnd. Powder Room Radius Refrigerator Required Room Round r .. r — BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector 9 � ^° c ;"Z °R d Bm. Beam Bot. Bottom B.P. Bypass door BRG. Bearing Cir. Circle Clg. Ceiling CJ Control Joint Col. Column Comm. Community Comp. Compressor P D C.T. Ceramic Tile DryerLL DB Door Bell Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion FBC Florida Building Code Fin. Flr. Finished Floor F.G. ixed Glass Fir. Floor Fdn. Foundation Fir Sys Floor System Hdr. Header Hgt. Height HB Hose Bibb Int. Interior KMlalf Kneewall K.S. Knee Space Pa Laun. Laundry Lay. Linear L.F. Linear Ft. Lintel Length LT. laundry Tub Mas. MasonryT.O.P. Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped• Pedestal PH PHONE P.L. Parallam PLF Pounds per linear foot Pit. HI. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot S.F. Sh. SHT S.L. S.P.F. Sq. S.Y.P. TB Temp. Thik'n. T.O.B. T.O.M. TR TP Trans. Typ. U.C.Under UCL U.N.O. V. VB Vert. V.L. VTR w W/ W/C W.A. Wd WP Square Ft. Shelves Sheet Side Lights Spruce Pine Fir Square Southern Yellow Pine Towel Bar Tempered Thicken Top of Block Top of Masonry Top of Plate TOWEL RING TOILET PAPER Transom Window Typical Counter Under Cabinet Lighting Unless Noted Otherwise Shower Valves Vanity Base Vertical Versalam Vent through Roof Washer With Water Closet Wedge Anchor Wood Water Proof aF1 EE] 0 lu lug 0_ __ _ ❑ ... 1� �u� _IL7 L I ❑ n ED DE] I� �I L�—.-0 _— _ _ ---j ❑E ❑D. ❑ ED❑ ❑F �JI —II ALL WORK SHALL COMPLY WITH CODES FLORIDA BUILDING CODE, PREVAILING NATIONAL ELECTRIC CODE, AND THE CITY OF ZEMMUS ORDINANCE$ 7 REVIEW DATE L) -d' CITY OF ZEPHYRHILLS PLAN EXAMINER -- _ --------- — -- _ - 0 REVISIONS J 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. ST 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 15 FT. HIGH TYPICAL N S. 1.21 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 A 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 ithe a 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 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 Ninformation Ln M advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. z z z a z W 4-' UJ w C) W F— (Mppcn C V M - fV A 1 MID. N('11l �---,� F E6o ~, of tz-�, CAL"" -. i To the best of the Engl e*q kppyq {g1,q ation, and belief, the structural plans ah di afi ns 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. I< O Z N Ot� M Q '0 Ln aOLn cc a0 Q 0 E � W110 Z M JMilli d' =a OaV W2W d' w U A owU. °® =qq ZL.L V) M LLI S o �_ 0LU U (� 4 • �8 Z 0U'iCe J .-t In w Q Z 6i Z �j .�••t N m 00 g = 1`71O .--i a to SCALE : AS NOTED DATE : 3/15/2018 TECH: M]AMES VERSION No' 4mO SHEET NO. C S Q_' a 00 A D S3 S3 H.B. 000W17'-03" 1 X 00 '- I ( r a OWNER'S SUITE 8'-0" CLG. CARPET 0 x >60 5-SH 6" DP R&S - - - - - - - - W.I.C. 8'-0" CLG. CARPET T f 7'-8" co � BUILDER TO iQPROVIDEiv WAPPLIANCE p PROTECTION 2'-6" WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. 20'-Os" a 1W rII - - - - - - - - - - - - II I I I I I I I I I II I t I II B _ � - TIE -- _ � _ - - - " w I 51411 I 2x4 #2 SYP STUDS W/ USP HTT4 @ BASE _ _ n.... - .o,� 1_- �f .3,..1 nil V 2668 HANSON BOX @ 36" DRYER VENT THRU ROO EDGE OF SLAB 2"A.F.F. BEYOND WALL r A ll I_._ __(4) 11 1 1 I/x cal ILA Q S K (4) 2x4 #2 SYP S3 STUDS W/ USP HTT4 @ BASE I cc I g I I p I I >0 I I NOTE: FINISHED I WALLS TO BE I I FLUSH. VERIFY IN I I I FIELD. I - - - - - ----- CC D S3 I I I I I I I ca �K60"x36" 0 2868, SHOWER S D T _. AHU d R.A.G. T-10" TYP @ 1 STORY A S3 O Ljo --- ------I &S 4'-0" I ITILE FAMILY RM I 9'4" CLG. CARPET , 23'-0j" in PT W OPT. D ~1 2:12 VAULTED CLG. __ - 8 - -- T-8" 8 T 7 I 10'-10ju In _O 9'-41'CL r�iIn - . -- 0 " I ENTRY 8'-0" CLG. Eo T ! I fill 111- " 1 I i� 6'-10" N HDR AT T-4' I I -- 4'-0" = -------R&S------ 41_7" 8'-8" N - _ 2668 �cii 5'-4 CV) :--°° 2668 14'-6" 64" M I f CV R&S - - - - - - - - - - - - 71_6" f ` PATIO CAFE 8'-0" CLG. CARPET O °$ / I O {(� — - — - 1 OPT. I I RE- F.- , I 11 21_ " G 5068 B.F. BEDROOM 8'-o"CLG. CARPET _ - T 1 01 A " -Y 2 M BEDROOM 3EAT 8 -0 CLG. CARPET 1 p ���CCC _ _ cmo W� W `00 8 N 66 - g T J ° _ I _ILE _ 1 11 O 2' ,t l I 5 - L-Y 4068 B.F. rM I I BEDROOM 4 CARPET ill �w M� O W o `I -- ............... _ -- ------ /10 � r N 21) -r V' V ===— --------] I I O O I D.W.I a a4 is :� - J SI Kwl ISP ri�_ — 21_ {lixi / 1 00 / / 1 TIE - T'c._ `l __. - G -�- _ _ __ _ _ - cv t`I --- --C-- --- �04i - NT Y n _ xW - (A0 C L ,r,� TILE 5-SH 16" DEEP ` LL m 00 CDI I' I � 1 I 1 I �P -.... -- - - 2" 1 I °Q TYP @ 1 STORY A S3 FIBERGLASS SURROUND •� N 36FLAT ----- : Q- _ _ _� : H.B. EGRESS EGRESS O A S3 O 29'41 L 15'-10" i1H:1i 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 117 (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 4 X 25 4 S.H. 13 20 X 38 j 18 j X 37 j S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 X 62 } S.H. 16 20 X 72 18 X 71 S.H. 432 27 1/4 X 26 26 X 25 4 S.H. 433 27 1/4 X 38 N/A S.H. 434 27 4 X 50 1 N/A S.H. J 33 N/A 26 x 37 S.H. } 34 N/A 26 x 50 S.H. } 35 27 j X 63 26 X 62 1/2 S.H. 436 27 j X 72 26 X 71 1/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 i 36 } X 37 3/4 S.H. 24 37 j X 501 36 } X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37JX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 j 52 X 37 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 4 X 62 } S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts In the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 �G SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / —44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) C9 z Q a C11nn (.D w DU — w _C tJ') �~ U m a� w _ aimC, 0) t$ 0) �0, � < -0:, BD N­"U•t' rr W Calif IULIA i ' C d To the best of the Engi }g��1pwled a on, and belief, the structural plans Sill�Ijdi{Ik�}� ontalned within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O Z 0 to >-+ M O M Q (/) M Ln t2 cn•��t U_ CL V T--1 a� Q Zt13 WC:) J Otr7 �Ir 15 a c`igp�pa ZOU ~ Z z z� Z o� O z IM � 0 = Cn a W araaAa'a� T O QQ z C14 N3 < Z V- � �Wa Q o J Ln •'•I LLJ Z aj Z Z a N Z tu O n � 0- V) AE SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 1.0 2'-8 " - - - -- �_ -� { MIRROR C9�_ Z M Z co zo HEEL 12 5� 12 5 T.O.M. HDR HGT. — TEXTURED CEMENTICIOUS FINISH ON G.M.U. (TYP.) F.FL. 12 �5 3 TAB SHINGLES. ROOF - INSTALLED AS PER MANUF. - SPECIFICATtONS --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -- —�---- FRONT ELEVATION - Al SCALE: 1 /4"=1'-0" Q _$ 14'-0" RIDGE VENT 12 ,+_.. 5 - - - - 15'-0" RIDGE VENT 12 L i 5 L 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS FICATIONS a> — I tT .J-I- L i... ..... .. x.. -_- _- .�- - - a •. _ T.O.M. °O HDR HGT. -------------------------------------------------------- -------- --------------------------------------------------------------- 1'4" 6" FASCIA E (TYP) 10 2'-0" O TEXTURED CE ENT CIOUS °Q 60 FINISH ON C.M.U. i (TYP.) — — — F.FL. ----------- --------------------------------------------------------------------------------------------------------------------------------- LEFT ELEVATION - Al : 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH*" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. *"ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be Installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The Individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 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 SQ. 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. M 1 (D 2! z� z a U) z0 V) (9 Q) v, 4-1 w OLL, V) � C/i = o U rNi W M � � 01 U C Q tii d �. Twille Uy90 " ut a X � � • � " •CE _J To the best of the Engineer's AO ge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z C) 0 O 4-0 Q (n M Ln a tn•�� Q C U_ In a a U o. Q E� zco W Joy J Z 1� Fw U) Z a Z Z 0 U z yQQJ'� � LIJ u tY L Q1 J LU LU tY M C O ULU =z Q 'o� z F _J O �$gg za z J r-I Ln � C G 4 �z� Q% Z �z 0o 0 t'V 0o z :5= LU rn .-+ a (A SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION N0. 4n0 SHEET NO. 3.1 T r7 M - - -- -_ I 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. ' SPECIFICATIONS --------- - - - - - - - - --------- EXTENDED OVERHANG TO TEXTURED BE CENTEREDon CEMENTICIOUS ON DOOR FINISH ON C.M.U, (TYP.) REAR ELEVATION - Al SCALE: 1 /4"=V-0" 14'-0" RIDGE VENT 12 15'-0" RIDGE VENT 5 i-_ -_ L.a �.-d.•,w....l .. ��I_._= T�«.��— ,.��,. L.� I J_I 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. l SPECIFICATIONS J. -_.L.. _ l —_1 _ - �e-..4--:. 1 1 � I I �� o L��I-..YI- r J�•� l I :_ _.. __ - _1 -- -_. .ice , ,--`. I-.�- =—T� 1 r ��: .s---1._. .j •-1-_,�,,,.,_ ..,,,T„��— - _ T.. I- .,4.:..:1�..�- _—..�,T r- 1� '--...� -�.: ' _ - r-... _ r..._�=- , L�1` :i .••L,�-. '�'� ..�L- �-i '+--�. '..`-L-.- - _ aftEffiv N T.O.M.-- HDR HGT. TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" (TYP.) (TYP.) F.FL. - - RIGHT ELEVATION - Al 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material In accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOVANG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. CD z M z�z a U) Z U -' +LU n3 0 O fn rz Vi = LIJ o ® ppMp U_ U OD `0� ¢o 1 N C " I> C O W N N I pzz �0 N �•� � g OFF To the best of the En nd belief, the structural plans anaspWcIfIcations 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 c M Q V) Ln CI_ 'IC Q(1) 0In CL zI— , M U a �CO Z§ z fp W J 0 J tf' �a H i/ a 0 O� " F'- t J N LU Z IM U L O ¢ W U W �Ig5 0 1.r,4 z J T,.t Ln W Q W z ril m O N 00 Z � t7u _ rn ,-+ a to i SCALE : AS NOTED DATE : 3/15/2018 TECH: M]AM ES VERSION NO. 4n0 SHEET NO. 3.2 0 r— N 00 Q 0 J ao s a N E OE i v c acs i [E 12 00 N tL) M 2" 1„ 2" "NOTE: VARIES 1'-10" 1" CAP T CAP N N FOAM TO BE USED 1" RADIUS M _ ONLY WHEN REQUIRED BY ^ L 1/2" RADIUS 31/2" RADIUS �< t� iv co °0 COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" ^n N 3/4" RADIUS 4 1'-5 " rM< r>a 1" 1" L BUILT W/ STUCCO. 1/2" RADIUS 1' 1 N EDGE OF 1" 4" VARIES _ ""< rN 1'-0" 1" OPENING L VARIES 0 M L N 2" 12 VARIES _ VARIES IN 1" 1" 1 1/2" RADIUS 211 2 1/2" RADIUS cc f'Ma � �Iv L N L �y W 41 Ir— r�v r31�, tD VARIES rLN 1" in '- (D SIN 3"" 1" 1" BASE • BASE AN r�iTv 1 , 1 4° 4" 1 �-8e O �11 4 I • N I I "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN 4 ` L i REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" d'N 6 1" 1'-4" 1" ^� ` DETAIL TO BE 2" 2" is BUILT W/ STUCCO. _U -124' EDGE OF MOPENING , T • • L 0 I 1-1/2" THICK 1-1/2" THICK 101,CV — — -- — 2e 10" 6" _ N L r L L L L L - IN 10 M e N 2„ 4" V (n LU a (n LU- a 1-1/2" THICK 21 4 L - -- - - `la ,- 2'-4" 1'-10" 4" "v - -- - --- --- - - - - 2- 1'-5" 51" 5�" L 1 -4 3„ NJ L tD L - VARIES VARIES w ` • VARIES VARIES 44"" _________ ` r N N I 00 _ i p.1 ^ 6" 4" N N KEYSTONE F11 o OPTIONAL L L TONE F11 OPTIONAL CO 1 Rsh f D #' 44" `o v 104 �" `sf a ,KEYS 3" 3 z ' 4" GARAGE DR. OPENING 4" WINDOW OPENING 4"" ,2 NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14 V-64" 1 " 1 2' 1 1 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1k 5j" T-8" 7e L N 4" T-O" 4" 10" V-4" 101, 00 L [ N 1' I'1 N - -- -- L 1 WAN N -- - - low M M r 5r, 2 N� C� GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM `v • POLYCOAT (HARD COAT) I I 6 ACRYLIC SAND FINISH _"" M (D z�z Q (D a z C1 to c9 N w OLU v / u U O 1, M Lo92 o U -� Q 2b I Ci .�a ip p_tlQ� N i�i to LL..- o J UJ ti ex. LU V M LL_ W N<Pj od o O O U H ❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N O cu (/) M O M Q 'gyp Ln a. cn•�� HL�un a .-. oC U CL 000 Q E Z W J � �ZQ/yj Z 4 �0 Z pV 2 � U z zz J Q I_ �J V LU g8 �_ Z f� M I-- v p -v i Q= O U =a cc w Ou fLQ� dos ` °, � uJ O Z J JJ- T� e-1 W W � *k �+ N Z z m _— Z LU i SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO' 4mO SHEET NO. F1 a ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 tl 14 copper to lights 8 outlets NEMA 1 20e AMP 10 #12 copper to 20 amp cM8 10 R10.2 copper to WH a 10.3 cropper to Dryer METER M_&IN T 0 2/0 or 4/0 SER Alu 200 amp 150 amp I POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED l NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ---------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and VERIFY METER labeled by a Nationally Recognized Testing Laboratory. RECEPT. LOCATION WITH 10. Keep all smoke detectors minimum of 36" from bathroom doors FOR ALARM BUILDER H.B. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and SYSTEM 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. IRRIGATION 13. All doors and windows providing direct access from the home to the pool shall be equipped with an - - - - - - - - - - -1 VERIFY LOCATION - - - - A.T.F. - - - - GFI GFI @ 44 exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and I ELECTRICAL PANEL I I I either hardwired or of the plug-in The exit alarm shall produce a continuous audible warning P 9 type. P 9 ;--- ---- -- --} - - when the door or window are opened.. I I 1 1 O I I I 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 OWNERS S T I T E ' Al W.I.C. machine. Receptacles oudests 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 1 I \ \ 2 CAR GARAGE I I I spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter l% / \ I I I I tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY -G J - I - - I -I I GFI FOR / ROUGH -IN FOR � I ( GAR. DOO�2 I I OPT. CLG. FAN/ t- I GFI I I I DUPLEX CONVENIENCE OUTLET LIGHT PRE -WI _ �- --- I- I GFI @ 44 I I I DUPLEX OUTLET ABOVE COUNTER 1 A.F.F. I I I PqT S.D. f I P - _---WEATHERPROOF DUPLEX OUTLET O PET-W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. I bqp I I t OPT. J_ HALF -SWITCHED DUPLEX OUTLETJI I I i C.M OPT. SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR I I 220 VOLT OUTLET I 1 I _ — / L - - - - - - - - - - - - I I $ WALL SWITCH I \ AHU _ _ _ __�__ I._- _ . GFI @ 44" THREE-WAY SWITCH A.F.F. $3 I FAMILY RM / - CH 14 FOUR-WAY SWITCH I / - .. $R RHEOSTAT SWITCH ' I ENTRY CEILING MOUNTED LIGHT FIXTURE ROUGH -IN FOR / ' 1 ` (� j I LED LED CEILING MOUNTED LIGHT FIXTURE I OPT. CLG. FAN/ / f WP LIGHT PRE -WIRE - I - GFI WALL MOUNTED LIGHT FIXTURE I _ _ _ _ _ _ - - - - - - - - - - - - - - - 3 53 ____________ ORECESSED LIGHT FIXTURE S.D. r S.D. LIGHT FIXTURE WITH PULL CHAIN P.C. db TRACK LIGHT " OPT. GFI ' I REF.1 Esr— FLOURESCENT LIGHT FIXTURE �� I �- — — — — -_- —_ _ _ GFI C------------ , GF - —r BEDROOM 2 �� S.D. 1 -. F PA IO CAFE / F_(� - BEDROOM 4 O EXHAUST FAN 1 't1'- - - : - B E D F�00 M 3 _ _ 1 ; F EXHAUST FAN/LIGHT COMBINATION / ` � D_W : - GFI 1 IDIS 1 ROUGH -IN FOR �D ELECTRIC DOOR OPERATOR (OPTIONAL) _ _ U. . S H - -- I OUGH-IN FOR �/ I f I OPT. CLG. FAN/ HEN����•y I OPT. CLG. FAN/ I \ LIGHT PRE -WIRE --- -- _ .. ' (ARL 4�S - LIGHT PRE -WIRE I CH CHIMES (OPTIONAL) / PENDANT AS �-. �i� PER SPECS \ -ice - + y . -- ROUGH -IN FOR I I PUSHBUTTON SWITCH (OPTIONAL) / OPT. CLG. FAN/ I - - - LIGHT PRE -WIRE SD SMOKE DETECTOR ` : _ CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) AC PAD / / 3 ,µ-GPITi � ,{1,GF1 ,� ` IL TELEPHONE (OPTIONAL) 01 ® TELEVISION (OPTIONAL) H.B. ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. GFI DISC. O THERMOSTAT ELECTRIC METER awn ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=V-0" I C9 U')® Z z Q J a. U) z Ln W C w 0 w I— :.h r� o U 1y co M E 82U IJ r�a■ o Q1 B D " TCi � �� N �Z a deal N � m cc LLO W a � � To the best of the Engineer's knowledge, Information, and bellef, 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 NO f\ 0IS � V) CO C _� M Q�M_LA ,L V) Q C LL a F— tY V Q � E Z § ra W J d' fL �a Z o ti C �z LU �} UTeassi VVV cm �Q Vessel Q IR LU M J w _ O 9"' U assesses. Or �� z "tl Uo98 U4o!:j Q Z Z ^ ju Q W J � Ln rl W W 2 Z b _ w *k N Z t _ rn 0 00 ,-4 � a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 4.0 !R Q Go ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) - Total - - - --- Ventilation ATTIC Provided SPACE SO. FT. Total SQ. SQ. FT. SQ. IN. of by Upper IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 _ 435.0 138.0 (Zone1) - - *'NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 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 / SQ. FT. c� Z M z z Q a V)^' (D )cn w •U — O LnGo e Goo LU M Q uo o `t •• / .�d�s�� � . �ctiTi • l' 7b. y m r To the best of the Engineer's kno led e, Information, and belief, the structural plans and spe ations contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N O�Nf-, F—I zo. M Q 'M Ln to •L � W L LLLn a• z F-M tY V fv '-I Q 0000 �j E z � W C za M�cYi � Vg M o U = (a W O,f O ag1Ar1� rJ cj_ Z�g Q W Z In Q z z W c# to 0 N 00 _ SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO' 4n0 SHEET NO. 5.0 c c v O S 00 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 SIN FOR SOIL 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN r1/8" x 1/4 S 55'-10" 8'-6" UP PER 1 3 OF SLAB THICKNESSTWHERELAB 5 OR FIBERMESH SHOWN ON V-6" V-7 .16'-4$" 6'-0" 6'-0" 6'-01• 6'-0" 6'-0" S'-2j" T-11" REINF, SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY U.N.O. T-O" w w S3 H.B.fi ♦` ° — —�-: — BUILDER TO 4'-0" 12'-1" V�/,H, PROVIDE APPLIANCE 2 #5 REBAR O 0'-0" I :: I ; ; ; : PROTECTION WHEN REQUIRE D I VERTICALS w/ in FILLED CELL 35`-4" PER FBC 20'-6" 3-1/2" MIN 3000 PSI CONC. SLAB FOR HERNANDO cv I �r COUNTY ONLY S3 J S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-7 " '-9" 4'-10" VAPOR BARRIER I I I ■ ; I — CJ :: -GJ : I : — CJ I o io q iT -rny 5'-3" 1 1-10" T-6"0.I ° r O I N I b> y co eo t;� OP. W T. D -3 1/2" " G 2 -6"x2-6"X1-0 FTG _ _ _ _ W/ (3) #5 E.W. S3 3'-5" SLOPE (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" N I AHU I VERTICALS w/ in W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A I FILLED CELL � S3 ici S3 CJ ...... - .. ... ............... 4 ■ 4'-4" / 2'-6"x2'-6"X1'-O" FTG W/ (3) #5 E.W. . INDICATES FILLED CELL w/ 3000 PSI I i / I PROVIDE x 9" `n Y2' CONC. GROUT FROM FT. TO BEAM / RECESS FOR FRT. OOR W/ (1) #5 REBAR VERT ABOVE SLAB / �LHVAC I �- " I SLOPE I L S3 t4 v o in 4'-0" I 4'-4" 4'-6" TYP @ ALL PLACES SHOWN / CHASE TOP OF CONC,/ PAVER T BE 4" ` HOOKED FTG. DOWELS 5" EMBED / BASED ON 01-01, BELOW FIN. FLR. ■ : ■ ■ ■ ■ I W/ 25" EXT. ABOVE SLAB "GRADE 40 I LOCATION I / STEEL" �� :;.... 1... �.�.�..:»�.�.�.�.'.... 4'-0" / 16-10" :12_10" b : 4 10 STEPS AS I PROVIDE 1 Y2" RECESS I . '. '. '. '. '.'. ' : .' . I REQUIRED PER FIELD I FOR SGD. REFER TO KITCHEN ISLAND :: MASON'S SLOPE FOR / OPT. • ' ' • ' ' • • • ..• " / LOW WALLS ics: 10-104 CONDITIONS ■; WIDTH ice' CJ F------------I CJ REF.:: —I-CJ CJ—Iljj f ,■ (_-- — — — — — — — y--� - — — _---- i / —I — — — j CHASE TO ISLAND — — — — — — TYP 1 F STORY U.N.O. or I D. W. O O �0 f iv I I I t . A / I �L _ J l "r� S3 'n 31/2" I / % % SINK I DISP :: .. :: I t I t 0'_p" I L_ 16'-0" 2'_�" 6'-10" t : ■ / It q I b T 0"L ; I .. —+----------- .--------- I— - .. --- It---------J 7 TYP @ 1 STORY U.N.O. A S3 1 2'-10" 1 5'-11 FOUNDATION PLAN SCALE: Y4"=1'-0" CONTROL JOINT DETAIL SCALE: 11/2"=14" .;� .� :r #5 CONT REINF. SEE . • • , . "�. FIND. FOR QUANTITY �•' ' ' #5 X 25" X 25" CORNER ' ' �'• ' ' �'• ' •�' •' BAR ONE FOR EA. ' ' HORIZ. REBAR, TYP. • •.. U.N.O. • •, • • - - • • • **Alternate: ' The reinf. bars shall be • • • • • •. •• • - • • •, cunt. around corner by cold bending the bar w/min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" u, C.9 r• Z c z�z Q a U) z Vi c� w O G Vi = E co o W co N N M ■ �U LL ODD U rah@j � OD tea` o Q of Lo sstt Oi ¢ o At , v 93 2 . C9 •c aFlO. UN Z lb •SSIO W �m To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition- Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z (VO 0 � N >(AMO M CL -C: - L Ln CL .•. oC U CL ` 0 Q � � M Z WJ 0 d' Z F U g0, `_wi J z �z ^ LL ��g� Z O® O �o C o L U = O O �u, o 1; y �199 w Ln Lu LU z v W m Z Z � W _ 11Z 49 O a- Ln SCALE : AS NOTED DATE : 3/15/2018 TECH: M)AMES VERSION N0. 4nO SHEET NO. 6.0 5650 (2) A (2) A q S3 U NCU-J ,n In coCJ1U (� �1 ' CJ3 Od CJ5 :: CJ5 I I 11 EJ7 EJ7 I A ER EJ7 S3 EJ7 ;; :' EJ7 I (2) 0 A K,, - - (+ +) EJ7 VI ... ... ... 11 EJ7 1\ - ::::: ..... ..... ..... ..... ...: ERA EJ7 1 1 A :.. 1 P4EJ -D1 7A EJ7 EJ7A Al e� I EJ7A • . '.'.'.'. '.. . . .'.'.'. .'.'. .' I (2 J7A XANN EPA 1EJ7A J7A 7 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS D1 EJ7B N I EJ7E1 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. Lii CJ5E1 M m m Q O 'N J A C n to M U r• .- a a Co. T a Q ¢ a a 2 0 0 0 Q a a a a Q Q a a a a a m 0 J N 00 (2) vo q S3\L.01(2) a 00 Nv n 1.12 O C O s a 0- N tL') M ROOF FRAMING PLAN SCALE: %4"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 14 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518"ANCH.11810dx1112 HTT4 2715 518"ANCH.12010dx1.1/2 J HTT5 4350 3740 5/8" ANCH.1 26 10dx1-112" HTT5 3225 518" ANCH.128 10dxi-1/2 K * 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 518" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M 7 5 7/8" ANCH. 314" STUD BOLTS TDX 10 7845 — 4 - 7/8" DIA. BOLTS N 116 /1 7 ** 1005/ 1 "* 8 -10d x 3" JUS26 1115/1060'" — 8 -10d P 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 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 8 (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 -1 SPT22 685 -1 d SP2 1065 605 12-10d SPT24 1030 12-10d 645 5 12-1 X 1 1/2" " MINIMUM 3"MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 8 LOWER. LOADS —ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD 8 TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) (+ 1 OF7 ;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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR POLY LEDGER (A) T$ INTERSECTIONS. SPLICING IJT tuG 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. Z � Z Z Q a 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-Llntels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels Installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� e 0 a e vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T FORM dt GROUT SOUD 0 #S BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE - N.T.S. `E C C � C C pppp CG �/ C C - C CC EC m 0� C � ■ � ■ ■ ■ ■ ■ ■ ■ �I U• � © Q 0 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY H a 8F 16— B/1 T tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cTT' precast = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 pill w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5R M IN. (1) REQ'DAT CLEAR ALTERNATE POWERS STEEL LINTEL — 4 ° ° a .M.U. 05 REBAR AT TOP _ °° ° MIN. (1)REOD Q 1.1/2"CLEAR A G GROUT D ° <1 ° m y F "1° 4 C.M.U. 5 REBAR AT BOTTOM OF = - r� U.,° r 2- d - o '**-BOTTOM LINTEL CAVITY w X W it t) REINFORCING PROVIDED IN S Z a d J LL O W ,o /� - G 4 D #5 REBAR AT BOTTC — 7-5/8"ACTUAL 8" N INAL IDTH LINTEL t, AS INDICATED 5 S N (VARIES) y u5 Q Q 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) O co 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of fintel to prevent rusting Refer to manufacturers specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications OF OF 4'-6" LL 4'-6" LL OD 6-10" LL LINTEL PLAN SCALE: 14"=1'-0" C 7 ._- Z M Z Z Q tZ U) Z V) U' w 0 w I- U w cNi M fO ' ® cg�i � u_ ALI B D • N.t'®, r� 1 L ra Lu li: y f nL! Nl� §U, d Y In o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code -Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z tti o Aj M O M MLn a cn •,_ d- < C L r n rY V a o a E" Z WJ 0 f� !�jz W ; J L V W� R T 1 D M z vl 3 o aL �W W R QQ o ` :fix ? Q Z A� Lu Cc 0 SSS LU Ln .1-4 Z Zg �Zp 0 N 00 Z 5 U = rn .-4 a in SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 8.0 r 00 4 00 CD 4 00 E - - I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINEO AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED T REPLACE A . MANY F THEN W 0 CC -C 0 E PRESSURE TREATED WOOD USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE S S C S OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10, GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOWERED 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 SIGNED AND SEALED BY A TRUSS SHOP DRAWINGS ARE TO BE SI U G FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 12. LIVE LOADS: 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 WI 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. 2.3 ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTANDA HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 1 PLF APPLI VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 00 EO C 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, 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 X. GROUT FILLED MASONRY: 34" 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 OR 7/16" STRUCTURAL 1 U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7, DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" 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 AREA 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1, INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri99ation/sprinkler ssyystems includingg all riders and spay heads shall nbt be installed wRhin 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete, 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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 roinf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C ncrete oriveipoulr and mortar along the foundation perimeter must be removed be re exte or soil treatment. 10. FBC-R R318,1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalk. 11. FBC-R R318,1.6 - An extQdor verti I chemical barigr.mupt be installed after construction is complete, includingcfandscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1- All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will 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 64' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ET C ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. W � zo z� z� Q 0- U) z N CD w 0 c E C%i Um w M r O Qc cal L LL U 00 �Yt` Q m uo v d Al B I D. N.C.a.D.c '�V y\N` �O N`N`N �0 441; <` G i5.r is ;1 I � W 1 � h[yJ 11 UM sa cj ,,.a .....•• � .o�FCSSIU 4--�, ��ti, To the best of the EngineerVitpipN/Ipp��l!yyq, I�fr , n, and belief, the structural plans and Adac4fiEatibns tontalned within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O Z fV 0 � N Ln M O M t0 L^ N O ~ Q In L- U- I- CL . M A r-1 V Z E� f0 z W J � ffi 4 U of SLj W U) L V Uj U 1 Q 0 _•• � �2 g CC yy p( Z ^� Uj cc J Ln �} a Uj X ,T-1 p1 Q Z Z U m N 06 Z ° g SCALE : AS NOTED DATE : 3/30/2018 TECH: M]AMES VERSION NO. 4z0 SHEET NO. SN J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v ,oe 15132" CDX PLYWOOD OR 7/16" OSB 4 4- RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. } t t + + + t + t + + t t t ++ } t + + + + t t + 6'-0" + 6'-0" -h t + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM —eleat j STD. 900 CONT. #5 BAR I HOOK � IF BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN pLYWOOD FLOOR SEE PLAN FOR REQ'D JT - COLUMN ANDSHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR 1. Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. / 1/8" min. ) Small gap 2" max. 2" min. 4" max. Web Stiffener_stener Schedule V -- Joist _ Bearing. Location Series Depth End Intermediate A ® 9-1/2" 2-8d 2-8 BCI 5000s 11-7/8" 2-8d _ 3-8d 14" 2-8 5-8d - Clinch nails 9-1/2"_ 2-8d - 2-8 _ when BCI 6000s® 11-7/8" 2-8d 3-8d possible BCI 6500sO 14" 2-8d f 5-8 - n 1) Support bads of web during nailing to prevent damage to - 1116/8" 2-8d 6-8d 2-8d 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 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 1 11-7/8" 3-16d __ 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 4) Place joists together and nail from each side with 2 rows of 10d nails 5 16d 5-16d. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16" 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Yg" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher 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.* o consideration. Check n local building code for appropriate details inI--10d box areas=20One of high or--20 sinker o, lateral load. nail each side N o0 10'-0" at bearing. i TANK -LESS W/H ICORNER OF IHOME GARAGE SIDE v IF 0 0 a 0 Ea�I2 H C G O O O 5'-0" STUB -OUT FOR 11_011 o GAS METER O 0 0 • 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'-511 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. 6'-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" 11 nd1 nails at 6" n.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.' Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 1063" nails at 6"o.c, for all joist blocking panel "Non -stacking walls require additional consideration. 6�� A 1 Z" ROUND HOLE MAY 61� sn 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 1y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPSC w/ (22) NAILS 1 5/81 THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I — Nail with 10-10d nails. - �; nnstall tight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR •• ..a • .:. FOUNDATION INFO 4: STEM FOUNDATION ' \ Filler block. �,. Nail with \`\ 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 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 f hanger flange is laterally supported by joist hanger. doesn't meet height 4 requirements 0.6 X Joist p I / depth 1. I -JOISTS BUCKETS N.T.S. -GRADE r-REINF. SEE PLAN �u-ru mg • v 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. 110A. LOCATION OF SECOND H10A SIMPSON • (WHEN w/ (18)10d 41 REQUIRED) NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED a@ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE MI r%r /rn-9rI A l '"I 11'11 1 f lk 111 TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION ° PVC OR SCH40 SLEEVE PLUMBING LINE z •a \4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ° i Av G a a a d ° ° J,1A P e SEE FND. PLN. SIZE & REINF. c� u, zCD ® z Z Q a U z W V) Uf � w � p -V — 0 CIO U s C th _ ■ 0 N U 1° C �gG < rn s� Oi Q O B D. #7' it R � Ott LLk Iva U .� Wit•_ �.. ,�,.� To the best of the En WiW's kn j e- nformgt= and belief, the structural plant " spitcifications gztained within these drawings comply wlth the 2d11 Frorida 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 Z 04 n ►>-f HM O M QtoMLt) a to •L d- Q LL 0 �0 0I � � WCD Z � J C:) w zg rqq$o z z W O UJ z L V � 0 H z f O ,0 _r _ U o� V,R8 Igg C-4 n a a � <�wo Z W r"fP In lii In —t ri L1J Z _ a oob Z tu- 0 •-I a to SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS 5/8" OR 1/2" HIGHJ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN -// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @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 & @ 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 t' PITCH > 4:12 0 0 (2) LAYERS TYPE I OR TYPE II 0 (#15 OR #30) UNDERLAYMENT - a . . FOR ROOF PITCH 4:12 OR LESS. D -I T PRE ENGINEERED WOOD I TRUSS @ 24" O.C. U.N.O. �_ HURRICANE ANCHOR @ EACH - - - - TRUSS (SEE UPLIFT SCHED.) W/ 8" m - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 314"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S' 3 • - INFORMATION. ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - GARAGE (R HABITABLE ' GYP. TYPEROOM / w/ (2)16d TOE NAILS @ EACH END 5 " „ „ @ (U.N.O.) (OR GYP. TYPE X ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS J_L___ SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD - SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) " ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE - - O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 ° o A.F.F. @ 24" O.C.) 2 ° ° � WWF OR FIBERMESH ° 31/2" MIN. 31/2" MIN. 4 A ° ° ° ° ° ° 4 4 ELEV. 4-31/2" z 4 2x4 CONT, ° ° A.F.F. 0 ° n(min.)-4 n 4 1/2 ° ° 4 ° ° CV oo �-r m 0 • r 00 ° ° GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" �- - 79111 (2) #5 CONT. 4„ ,40 8„ GARAGE SLAB AT STEPK"BTYPICAL BEARING WALL STEP MI SHEARWALL rc SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR coy,,.. \y ,`SID40 B ems• 1 c; N,\ c TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END _ EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW /-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �1) ROW 2x BLOCKING @ MID HGT. FOR WALL_HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH pap 1 /2"(min.)- 4" •' I (2) #5 CONT. 4-4 -8" U.N.O. MIN.rcc TYPICAL BEARING WALL @ STEP SCALE:3/4"=V-0" \ S3 (1) ROW 2x BLOCKING @ MID HGT. 8"x8"X16" KNOCK EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ THIRD POINTS @ �� 2x STUDS 16 O/C �, a- r n FOR WALL HGT. s 8-6. 2) -OUT BLOCK W/ 1#5 CONT. 'xP.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING 3rd PTS @ FOR WALL HGT. > 8'-6". FILLED SOLID WIGROUT - #5 VERT. IN FILLED CELL 7l8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN. GARAGE ) @ G/S3 FOR ANCHOR "J" x BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT S 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS �8" (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE PLATE WASHER TYPICAL W 2x P.T. PLATE TYPE "S"MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W! IMPSON SP1 w/ (10)10d NAILS @ EA. STUD " SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x a SPACE ANCHOR BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS "' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR � END OF 2" x PLATE WWF OR FIBERMESH •- ARCHITECTURAL FINISH TYP. ASSUMED FINISHED c PER MANUF. #3 OR #4 REINFORCING BAR w r-) P ° 1x2 PT WD FURRING 24' O.C.-� @ : t GRADE , P. . . > FINISH GRADE O0 z #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi Y- [GRADE 60 MIN. Fy= 60ksi] a CL >• p _ _ r 1/2 GYPSUM WA L OARD " WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° ? r> o o 25" MIN. LAP [30" MIN. LAP] — P — CELLS (SEE FOOTING MONO SHOWN ° D w - ° U.N.O. FOUNDATION PLAN FOR CLARITY D p � _ _ c 6 MIL VAPOR BARRIER - 'T�- > D ° - - R 1 7/8 " w - _ '- FOR LOCATIONS} , o p D I-III-III-III-III-i --I N z #5 REINFORCING BAR 1 x4 P.T. BASE NAILER p° ° III=1 I I -1(I=1 I =I I I==I 11= ? ° ' #5 L PLI E (2) #5 CONT. - m ,�! 4"x4"INSPECTION NOTE: ° °� ° p - �-III=1 -I I= =I • ON 3" CHAIRS n 31/4" BASEBOARD PORT AT EACH , FOR BEARING WALL _ III=1 I=1 I I= I III=III=III-IIIF =•III-111- iv _ III- r COMP. SOIL. (COMPACTED TO ° ° 36"MIN. LAP [36"MIN. LAP] (TYP.) 8" 1'-4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY Fill= - o 95 /o MODIFIED PROCTOR ASTM - - 10" .f• MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER AT GARAGE CONTRACTOR _ III=1 I=111=III-1 =1 =III=1 =1 - I 1=III=1 -1 I--III=III==III—III=III= I I-III-III=III-=1 I 1=III=III=1 ==III=I I 1=1 =III 1=' _ D1557) 4" - - V-4" _�, #6 REINFORCING BAR #5 STD. 90 HOOK " MUNICIPALITY. TO CUT BLOCK OR POUR "—' I=1 I=1 L-ITI I=ITI=1=ITi;; I I-1I I -III— I i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING Cb CURB DUE TO SLOPE i lI i CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT G r W1.4XW1.4 WWF OR FIBERMESH DECO FINISH 4" to 6" GRADESEE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 "BELOW SCALE: 3/4 -1-0SLAB INFORMATION.�,S3SLAB INFORMATION. II�11: FTH.11i: nc_n�u. '.. ► BARRIER �a�l IILII COMP. (COMPACTED• r`--11 �11 =11-II =;11, ll-rll'�II�II 11�11= --IIMODIFIED PROCTOR I--�Ii '" F I� (2) #5 REBAR CONT.� 13" MIN. CLR. ON 3" CHAIRS TYP. 14" 1'-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 314" =1'-0" S3 Q o OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND E DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY `v CONCRETE SLAB 14' PAVERS O.H.D. RECESS z pyCp •' a 'ii-r 4" °Q N SEE A/S3 OR J/S6 eo FOR REINF. INFO. 3" MIN. CLEARANCE 9 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS K' SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GRADE ) #5 REBAR w/ OPT. ,.BEEN ENCLOSURE TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E� r- T ..•� . •. 4" SEE A/83 OR J/S6 -IjLUT FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB 0� CONT. BEAD SEALAt Q INTERIOR 4 -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ° 6 MIL VAPOR SEE PLAN 1 1/2" RECESS FOR VARIES �76 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. Cl) SEE PLAN FOR CONNECTION INFO ° ' TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN co C — a A e A d FOR STRUCTURAL E - BEAM SIZE & T A a CONNECTION INFO ° , I I 2x4 #2 SYP P.T. FRAMING wl SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. 8n fn 0 ATTACHED PER NAILING OPTION #1 SCHEDULE III-1Ti-III-III--III � > SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. PLAN SEE ORAL 0 W STRUCTTUCOLUR MN SIZE SLAB STEP & RECESS S.G.D. rM fn &BASE CONNECTION INFO. SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" °' GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Z' ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z G n E M FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) c�LUJ = 1=III ° a• WWF OR FIBERMESH Z w I-1 I I -I 1=III III= I I -1 I I- I I- 1=1 1 1- w ° BRICK PAVERS or SLAB PER o W LU w 00 = -III-i • • ° °• -- -_ Z z ° ° 1= �; — - - - -- 0'-0" FIN. FLR. COMMUNITY SPECS " 0 I- I 1=1 -1-1 I I-1 I I-1 j - - 1= - I III-1 I 1=_= - FOOTING -' -1 BARRIER --III=III - - - - II III-III-III-II1= I I III -III -III- 0 1LILI I ' BEYOND 111 ;..:..., -1 1=11-_111n1-ll i PAD REINFORCEMENT 3 MIN. CLEARANCE „ „ •'..'� '•',� • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4 4 ... CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL("�N SCALE: 3/4"=1'-0" gC"�' y°"'''-0" S3 SCALE: N.T.S. S3 - � rMM Z c Z Z Q a U) ZC1 Ln a) c 4--J w •U — 0 e m w Elmx c to C'> � a B D. IN ? J r�w'1 • J T� �L W l� ;I-LO � o OW To the best of the EnglnivVp owledge, infor�� , and belief, the structural plans and F►p���ptit"�Or11tt'�b1lned within these drawings comply wit {� �j Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 a) N > M C M Q V) Ln a cn M v FQ— �LLun a .-, oC U W " a Z W J � d- W� I o`t. J a Q�WC9 Z U LU r-I 8� Q C M Z 1 Lu U Q 0 . �y 1,81 u4 ItY Z W WLnLLI oc Z # m Z �z 06 ,-+ � a _ cn Lu SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION No' 4nO SHEET NO. S3 I (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 DOUBLE 2x TOP TONEAILS SPACED PLATE EVENLY HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 54 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNo BL01 DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO - TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .'+ . ' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW i 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 00 NAILS AT EACH STUD / N 2x P.T. PLATE 5/8" x 10" "J" BOLT 0 24" O/C MAX no I W/ 8" EMBEDMENT N 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT iE 1 #5 VERT. IN CONC. FILLED CELL W/ a STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 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 SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE ( ) _ W/ DRYWALL SCREWS 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 MIN. EXTENSION FROM LAYERS 3/8" THICK EACH. 3RD LAYER EXTERIOR FACE OF BLOCK SOLID AREAS ARE ❑ SOLID AREAS ARE 1/8" THICK. WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ STEEL AND GROUT CRICKET AS REQUIRED EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d WALLTO DRAIN NAILS AT EACH STUD )-_� Ct -_-DOOR OPENING DOOR OPENING ---- DOOR OPENING -Ct 1l2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ O/C FIELD SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 1 V DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR S'4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE NOTCH LINTEL WHERE REQUIRED % FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. b FOR CONCRETE PLACEMENT / CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 8" ..OK PLAN)iIiCIil■ OPENINGS GREATER .. .• • ' • •'LOCATION±11lL �■!■'I�fIlIilI ,■■ III: ■�III lil■■_ �'IIlIOPENING ■■III III■■ �IIII �IIII 1111� RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO FBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° WALL PIPE OR DUCT wl PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN SOLID MEMBER OR ° a ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) °° DOOR STOP PSPN516Z w/ (12)16d NAILS a ° 4 MOLDING TOP 2 ROWS 10d 3" O.C. (14 ° °, • HTT4 w/ (18)10d NAILS (3610# SPF) 2x TOP PLATE g GARAGE SPLICE NAILS TOTAL) A. SIDE OF , • DTT2Z w/ (8)1/04" xA1112LS (SDS (835# SPF) 2-16d NAILS @ 24" O.C. OR DOOR �8• SPLICE STAGGERED 4 ° o ° ° ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) EQUAL TO TRUSS BOTTOM • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) CHORD OR BLOCKING 2 x 6 P.T. 7, �44 • 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) _01N.J 2x STUD @ 24" G 40, 10d @ 8�� O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) T,gticcc O.C. MAX. PROVIDE P.A.F. NAILS OR • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED p EMBEDMENT wl WASHER & NUT FROM BOT. ATTACH ALL 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK EXTERIOR STUDS W/ (4 16d TOENAILS A.T.R. MIN. 8" EMBEDMENT wI WASHER & REINF. INFO. W/MOUNTING ANGLE T04bP PLATE NUT ° • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A T R NOTES: ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: . ' 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8"EMBEDMENT w/ WASHER &NUT OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NON - AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT wl WASHER &NUT _ - - PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN BLOCKING (TYP.) 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS •7 .7 UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON nc REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG SCALE: N.T.S. S A �1 T"F 9 SCALE: N.T.S OD 0 c^ Q a2 N E MOUNTING BASE NOT SHOWN is FOR CLARITY SEE DETAIL K/S4 c = SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE \ I GENERAL NOTES SLOPE FORWARD FOR DRAINAGE c SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) 2 (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 gP2 FF SIMPSON SP4 ROOF TRUSS ABOVE :j:,:i��-2XTOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER BOTTOM PLATE 2XPT TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE SEE SECTION AA/S1 AND BB/S1 FOR is 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE'* HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL WITHOUT UPLIFT SP1 K.O. BLOCK W/(1) —+ SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-B LT .C. @ #5 CONT. & ,MEN,w �L�ND REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED o S FFp�Nh' LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED ° ° MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ @ 12 O/C FOR 2 x10 OR GREATER HEADER p „ 2X8 P.T. BOTTOM P TE C KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SIMPSON C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 SP2 SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 �+ S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A STAGGERED GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2)o RANSOM FRAMING ][BEYOND. 2x6 MOUNTING BASE SCALE: N.T.S. 0/C np. 12d TOENAILS 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD S4 CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL B GARAGE FLOOR TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6)10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD HTT4 TMP SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING OAo00R U.N.O. SEE N/S4MPSON Q HOLD DOWN RECESS SIMPSON SP4 . SIMPSON SP2 w/ (12 10d NAILS SIMPSON SP1 w/ (10)10d NAILS MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL �" CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. a NOT REQUIRED @ PLATE) d a a P.T. BOT. PLATE BEARING WALLS NOTED a ° ° ALTERNATE: POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E WITHOUT UPLIFT a ° 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED ° 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM P FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL QnD PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 5/8"xlO" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) S'4 o z� z z a Z ci i--J W rz p 0 w to � w_ M ,55•o� U ¢ o B D • y r��j . ts . C g LLP i- Lu�i r A "X Aft .... P4 O To the best Eng� a led; anon, and belief, the stru e4 I� s�ands F s contained within these drawings` U W th 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, O Z O Oar• ?;(nMO M MLLn O Ln p- LL- oC U M 00 Q C ZZ' Uj W J C) d' z W �a qqq� W 4 Vz� 0 FOWO uA J Ta-ll �Z- M 1 � 0 N Q es0� O� U Q O Vice Q z J ,Ln-1 �Z r-I NZ Q Z W m O 00 Z _ W T-1 a cn SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. S4 { SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS, TO BLOCKING & (d 1/4 X2 3/4 TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 wl 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H10A wl (18) () Od x I NAILING SCHEDULE FOR 10d x 1 12" AT EA. „ 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SHEATHING DETAIL OU OUTLOOKER TLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA TOP CHORD @ 24" O.C. 7 BLOCKING FOR FIRST FOUR NAILING SCHEDULE FOOUTLOOKER R SHEATHING DETAIL AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING 77 DETAIL TOP CORD BLOCKING ROWS OF 45' t 24" MAX' TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/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 909'o OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2,5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)1 Od 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 1OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2"CDX PLYWOOD OR 7/16" IN 1THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-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 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W! 2 16d NAILS SP8 FOR 2x8 WALL) 2) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1 Od & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 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/ 10d 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 'IT" ON TOP OF PANEL If BLOCKING, FASTEN WITH M 2x4'T" ON TOP OF PANEL SIMPSON HGAIOKT wl (4)1/4"xi 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/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 () 10d x 1 12" AT EA. 2X4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL--,,,,,.OUTLOOKER @ 24" O/C ON SHEET S5 FOR M M NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING INFORMATION `� � go SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ ". 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES go 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING ' EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END A TRUSS GE ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" SHEATHING 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 a (2)16d NAILS OSB ATTACHED W/ 1 Od 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 0/C wl (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 & BOTTOM ATTACHED - - JACK TRUSS s., SEE PLAN FOR TOENAILS @ EA. END NOTES: _: �:> 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 ,:„CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x47" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/f� . 10dx3" @ 4" O/C (2)12d TOENAILS LL� EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF F. D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) � SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. SrJ 00 0 LO v MINIMUM 2x CROSS BRACING a (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT 00 RA CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 rn .10 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1 Odx3" O/C @-/ 2"x TOENAIL 6" O/C RU W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. a (SEE SCHEDULE FOR SIZE °° 12 AND LOCATION) 6.9 MAX. S5 v c XS 0 6 S5 i O • • ° 1 • °4 • ° ° e G q a qs •q -_ _ q _.a—.�. 17 I. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) s 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 w —M v 9: BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL UK 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.CN 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 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 -1, 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. LlI 1111 14 � II ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"W' FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-(Y MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION u, 0 .- z z� z a U) z Cn UI 4--J LLU q)m •p U — O LU c 0 � �U W m ID M C N M N OU _ U 01- o a ¢ B D. ��t" .4�� w S E- U) Z N J! '12 aL _ .5, 'L�'� w 10 z <-; C� U0 Av SS10• To the best of the Engineer's knowle e, nformatlon, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O O z fV 0�N CD > V) M CD M I a <L CL ^ z O Q V a co E z WJ CD �t- J wa za a H OU 0 cc tg!g 8 '''J' W lea -all IN L V N iR ,--� G0 I 0 _ 0f Z oq9q J ^ Q U0 �5�< h LL an Q z Iv g g W W In W Q Z � z z g 19 rl m N 06 Qz � z �@ 0 a ( W SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4n0 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 MAX. 8„ , UNACCEPTABLE INSTALLTION , TO SHT. SDW2-K1 P T TO SHT. SDW2-K1 TO SHT, SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS ♦ ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ♦ #5 REPAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 1 X 4 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING �� " TAPCONS 3/16 0 X 3-1/2 LONG FURRING #5 REBAR ♦ AND NAILED W/ 8d COMMON @ n 6" O.C. EDGES AND 12 O.C. FIELD 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGEREDNX8 STAGGERED @ 16 „ X8 (�,P) ♦ '' BLOCK@ SPACING �� 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16 O.C. 2-ROWS INTO 41 � BAND W/ FACE PER MANUFACTURE MASONRY THROUGH 1 _ 1 /2" DETAIL MASONRY THROUGH 3 �� DETAIL SrrD. STD. 90" ♦ Ij 90° HOOK (TYP.) 2x JOIST 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" METAL SEAT PLATE O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN, DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( 1 X 4 LAP SHEATHING TO BOTTOM OF BAND " TO SHT. SDW2-K1 2 EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL 7JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 _ _J FURRING 2X8 P.T. WITH 3/16"0 X 3° +2n - NOTC @ FIRST COURSE IMP ON H M KTA 12" O.C. @ w/ (4)1/4x1 1/2"SDS SCREWS LONG TAPCONS 2X8 P.T. 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. I ♦ - INTO BAND JOIST & (4) 1/4 3/4" 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL t5" NOTCH WEB AT THE ' FIRST 2 COURSES ♦ TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX n SOLID W/GROUT a 2'-0" p O 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A 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 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL ,'. OVERRAN •�' CONNECT W/ 8d NAILS BRACE/ BLKG. .. N.T.S. •. . INSTALL WDW. SCREW ANCHOJ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ` ' RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 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 Z-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY NAILS @ 8" O.C. x 0� FRHgN ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD TO TR10dUSS SCALE: N.T.S. SS O.C. 12 * �Fiy + C'TN PLYWOOD SHEATHING 11 11- 011 51- 0 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OJUINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + r—BLOCKINGAS. ' � WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > ► ► 424 „ EMBEDMENT INTO ) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS * ° .: • ►: #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2,-0„ 8" (5)12d NAILS SIMPSON SOFFIT + + + ti . p: p p : 1-0" • • . ° CENTERED W/ R ► BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ► ► ° IN TOP N 1 X 4 FURRING 8d NAILS EACH TRUSS ► d . ' KNOCKOUT / _ — CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. WI •� • CONNECTOR � _ - — p' • • MONO FOOTING _ ., �.: . , • x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL _ AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BYJ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL • • 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT b z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - LAN 4'-0" MAXPRECAST LINTEL " STANDARD o ° 90' HOOK 042X4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%:" WOOD FOR OVER HANG FILLED CELL, • •. • �� -�� , , - , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") It 11016 . ._ N ., . _, �., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" •; cis, INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. •• . •• . .• . .• • .- . ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL �� MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING, PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "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 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED wifN. SIMPSOD "SET' o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_0�� EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE o v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; p v a A REINFORCING AS FOLLOWS: a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. `^ SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ► ► #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL vai FILLED CELL SMOOTH. DO NO FURROW. N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ►. . ► ` . SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: th H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g p TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ► (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION 00, 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 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. "- „ SCALE: 3/4 -1-0 „- , „ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ,1 W C9 . z M 411111011111111111111 z�z a z W c�/•)� (9 4-- J w � p •O w Cn c U LN' = y who_ Cl) pN L LL OD C ax6 U �R OHO ¢ 0) Sao "t'. B. D. C. � P '• S E `j �� d zo � Lq�t V Q•'�� ". L O 1a• ° .... W tom- V' • m *� � ��!!Ililllt To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD z N 0 cu N 0-4 > M O M Qi-(aLh G. in •� d- Q U. G. im + �0ro a00 Q � � W z J � v Ei F- $Z z LU $al � rl V L z U) w w 1�q6g11 �QW3 GC J LLJ riLij Q Z .�-•I °° N 06 Z g tj = rn r-q0- cn f SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 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 STANDARDHEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8 -0, O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. —, 0 -.r N x G 00 ----/ - WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" 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 TB PRE-ENG. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 8'-0" MAX WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1 /2"= V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM ek 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 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF1 HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL r4 SCALE: 1/2" = V-0" >IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 1OOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR L.SEE PLAN FOR CANT. COLUMN SIZE & BASE--7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR SEE PLAN FOR CANT. IF INDICATED CORNER n SEE FOUNDATION 5" PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: 3/4"= V-0" SCALE: 3/4"=V-0" BM. SPLICE OVER �� CENTER OF POST MIDDLE EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE: 1/2" = V-0" 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON 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 202 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 rg SCALE: 1/2" = V-0" VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR wl SIMPSON SP1 w/ (0) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ 4" O.C. INFO. EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER j 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE - TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES o NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD GABLE LOW ROOFNVALL SCHEDULE PLATE MORE INFO. TRUSS STUD) SHEATHING ATTACHED h PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d S3 VARIES W/ __ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ „�� ROOF SLOPE SIMPSON LSTA30 wl y -� SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO l 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON f. WOOD WALL t BELOW @ 16" O.C. MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING 1 s OR TRUSS. 2X4 CONT. W/ (2) TYP TOP & BOTTOM f' SEE PLAN 16d COMMONS VA 16" O.C. W/ EXTERIOR TO FLOOR GIRDER SHEATHING ATTACHED BELOW 16" O.C. r� a= NAILS EACH @ STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS r TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ ROOF SYSTEM SEE TRUSS PLAN - MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER a. (24) 10d x 1 1/2 NAILS @ 4 0 O.C. / W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/—/ (2) 2x6 BLOCKING UNDER FLOOR G.T. a MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. 4 SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END N CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY 8 CONNECTIONK22� SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" 31 DETAILS & SECTIONS U zCD ® z�z a z w 0 w tV) _ o Lo _ W■U. 0 to ao LO B D. g O�14Imo¢ L W � To the best off ngi r� n, and talned belief, the strut[ rj�s and speciflca�nfflneer's within these drawIn yMyi�,�jtqida Building Code -Residential fW [[��jj�l{{dd���� signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. >t O Z NC 0 �Q M co:, M Q 'gyp In U_ a V CL 000 Z W J� Z. uj<M UCjZ"U zi ry�z J V yW�uFF_s r G oC Z D (V M `a o J } oF� J Q PR6 ggg I. W Q 40 OC Q Z [}'a� W W � w Z m N Z W 0 00 g SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4m0 SHEET N0. D1 O J E) 0 ^' ^ "r' WEATHER I/E 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 OR EQUAL WEATHER PROOF CAULKING WEATHER SELF -ADHERED FLASHING RESISITIVE 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 THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW E AM ru�onuv�a rtrarnrvu O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 8 2 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. CI nI nlKlr± E3APER iTH SELF -ADHERED FLASHING , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING IMST74*3FOUNDATION WEEP SCREED DECK JOIST ' OUTSIDE CORNER 1 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1 /2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Oin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance With ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/211to 2" Above Roof Sheathing 00, Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z c Z Z a z W cn U Q) w � p "O LU om E o W W®Cn =LLB C c0 M U A 7L o -< 01 0 MD. ci cgi U) Z J �e'Ni� ��au. O wt` ° W W U. k% a 'ten - w � z = p-om a N � UM 10 o m o OO v 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. i 0 0 Z N 0 a) N > to M 0 Z M Q��ll1 a to .L 0 Q C U_ a .-. Z oC U Q 00 E Z WLLl ,11., �a 333�� zg H UZoo _J V JJ a T'I L V 8 Z OC I--, w in � a M 0 p U a, W a��$ H'= Z J LLJ rl Lij Z zg $ a a m O� Z L rn O ,--i g Ln A SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION No' 4a0 SHEET NO. 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