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HomeMy WebLinkAbout6630 Wagon Trl St�W INDEX OF DRAWTNGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4- ELECTRICAL PLAN 5 - ROOF PLAN _ 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS _ SN STRUCTURAL NOTES SN1 DETAILS ` S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS — PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCTAPPROVALNUMBERS ABBREVIATIONS _ : ���\ PA1.2 PRODUCT APPROVAL NUMBERS -`--- `-T-�-•--° ' PA1.3 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room \� A/C Air -Conditioner ADJ. Adjustable Ft. FooU Feet Red. Radius Ftg . Footing Ref. Refrigerator A.F.F. Above Finished Floor g A.H.U. Air Handler Unit FIX Fixed Req'd. Required ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf --- - Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet � � ---- BRG. Bearing S.L. Side Li hts — - - - - ---- — Cir. Circle Int. Interior g Clg. Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir Iu� lug CJ Control Joint K.S. Knee Space Sq. Square �U� �u� L� ED Col. Column Lauri. Laundry S.Y.P. Southern Yellow PineTern DE11_ �Ip7 EE11- El_ - Comm. Community Lay. Lavatory TB Towel Bar _-----__..---_-�_-- -- Comp. Compressor L.F. Linear Ft. p' Tempered _ - C.T. Ceramic Tile Thik'n. ThickenLL Lintel Length �_. FE] ❑ __1 El FE7] --- D. Dryer LT. Laundry Tub T.O.B. Top of Block - DB Door Bell T.O.M. Top of Masonry Dec. Decorative Mes. Masonry Ded. Dedicated Outlet Max Maximum T.O.P. Top of Plate Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical -- -- - -- D.S. Drawer Stack M.L. Microlam U.C. Under Counter -- - D.V. Dryer Vent UCL Under Cabinet Lighting D.W. Dishwasher Mir. Mirror U.N.O. Unless Noted Otherwise --- Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. Not to Scale - -- VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical — - - -- Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior PC. Piece VTR Vent through Roof - �- Exp. Expansion Ped. Pedestal w Washer --- ----- - FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet PLF Pounds per linear foot F.G. fixed Glass W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof — ---- --- - - Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.00 ADDED VAULT. CLG. 01-04-18 3.00 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT ALL WORK SHALL COMPLY `;'VITH PREVAILINGG CODE, IS SIGNED AND SEALED OR WHILE FLORIDA [iUlLtL NATIONAL ELECTRI('. Col -)!-:, CURRENT CODE IS VALID AND THE CITY C1= LLPr-ifRHILLS Notice to Builder &All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed DATES / REVIEW Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to C +� ( 1LL,9 review all the information contained in these documents, prior to EFt the commencement of any work. The Designer/Engineer are not EMMIN C responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. u')W z M z z a I� z V) U w 0 w V U m a� w C QpMp c v Q rn o B D. r+.a•un.c .��`�!� W N N 11164�� Q� To the best of the En ftrf,linowl ontalon, and belief, the structural plans a S s 'ned within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV O (Uf� t) M O M Q -gyp Ln a. Q C U_ CU ra ,6 Q � � Z WLU �a Za 0 I�Z�U �U d- w �® Z U Z "D M M Cr_ w F > 0 U U-)ca a. 0 PIPE 0 o Z Z N Z J In w Z t j � Z m In ? 00 Z t 0 g X SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION No. 10 SHEET NO. C S U A 0 H.B. S3 EGRESS EGRESS I?_ 00 1= TYPSA 3@ STORY R °° 20'-6 ' -----' OO_ 36 N P,5NWY 16' P I 8 10'-4" 10 -4 " m 00 a 2'-4 I FIBERGLASS SURROUND N I I R NG R - 2� F. � o o Ar—I OI `n CAFE 8'-0" CLG. PATIO CARPET R Q 4'-0" 11'-7 1 N N J \ A01__ (� V ' I I OPT. I REF. 1 I R BEDROOM 8'-0" CLG. CARPET 5068 B.F. 8'-8" BEDROOM 3 , n 8 -0 CLG. 2 CARPET €? 5'-4„ I 00 �Q w N tun)toz 14'-6" ,_ „ -- ILE G. G o T f �I BEDROOM 4 „ CARPET I 4068 B.F. T-6" 'Oft O R w , R a TI ESI IKw/ ISP _ r- - ---� D.w. o o �_--� C — — — — —] -- l orO ti _ g — 4'-7" I 5' 6'-10" R rn 0. 23'-08" r - --------R&S------ �' 2668 t-t HDR AT T-4' S-10" T-8" 10'-10$"f R 2668 IuW ,- CV in ------ R&S ---- 16" I " '4' ENTRY 8'-0" CLG. R `� Q A S3 TYP @1STORY — R FAMILY R M 9'.4" CLG. CARPET 4'-0" R.A.G. — � AHU 8,- „C G--� ILE - PT. --_O ---- T S ,;i _ 60"x36" HANSON SHOWER BOX @ 36" A.F.F. DRYER VENT 5'-3 " 8 ' 3' 10" THRU ROOF -- - - 2668 8„ -1 3-0" 7, in O 9' 0 3068 T I CL . 2:12 VAULTED CLG. C~7•I 5'-4" --TILE CC D I I NOTE: FMISHED I WALLS TO BE FLUSH. VERIFY IN I I FIELD. I I � i p I [� I I w I I p I r- X (4) 2x4 #2 SYP K STUDS W/ USP S3 HTT4 @ BASE 11N L) IIX) 11 1 I `�_ S3 crm EDGE OF SLAB 2" BEYOND WALL 20,_0j„17-O$ oc - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4 00 G cv S3 I (4) 2x4 #2 SYP STUDS WUSP HTT@ BASE ERG _ in Q i j I I � 0= C60 w 2 68 — I N I OWNER'S SUITE 8'-0" CLG. CARPET - rB - a0 - I-_ - -'-0' TIE CL --_ . - - - 5-SH " 6"DPT' �vi .'caI W.I.C. 8'-0" CLG. CARPET R&S I fn i� I _j 2 CAR GARAGE 8'-0"cLG. 2'-6�� BUILDER TO PROVIDE O APPLIANCE PROTECTION N WHEN REQUIRED PER FBC I I I I I I I L T — — — — — — — — — — — I i I I I I I I I I I I I I 0 0 0 0 R D H.B. A S3 S3 HEADER SCHEDULE MARK HEADER SIZE REMARKS Hl (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H$ (2) -1 3/4" X 7 1/4' LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 25 } S.H. 13 20X38j 184X37i S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X71} S.H. j 32 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 j N/A S.H. 34 27 j X 501j N/A S.H. J 83 N/A 26 x 371 S.H. 434 N/A 26 x 50 S.H. } 35 27 j X 63 26 X 62 1/2 S.H. J 36 27 j X 72 26 X 71 1/2 S.H. 22 371X26 36JX251/2 S.H. 23 37 J X 381 36 J 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 37 j X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 � S.H. 33 54 X 38I} 52 j X 37 1 S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. Is From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. Is 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 W +29.7 / -39.2 © +28.3 / -30.8 CD +28.3 / -36.4 �E +26.6 / -28.0F +26.6 / -32.2 �G SEE SN SHEET SEE SN SHEET j 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 0 �, Z� Q a �--+ w CQ p OLUE Lh LU _ N CD c Cn Q In Al 10D. N, 'IV Icctr .����,,,, Izz •cam In IL V- d NEW • ,� LL m p W `cam ^moo .•� � ,Col, , � U ;�� IL�11 `•,� To the best of the Engineer's k ep g q{arlt�Pt d belief, the structural plans and specifi itl 11 c¢i`ritit ned within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f 0 0 Z tV 0 � � t.0 ►>+ V) CD M Q -v Ln a 'L (n n a L_ � I— �- . M � U� C. ()0 Q E� WJ Z M C� 0 �a z LuZ � uj � z ' o J LL_ CJ) !� U (n �o 9 N g� Z Z N $� � W N In IjCj � W L z U M LA ¢ Z t coo 0 00 z g = uj .- 4 a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. rO 4 00 MIRROR 4 OWNER'S BATH a KITCHEN ISLAND OWNER'S BATH KITCHEN 60 KITCHEN BATH 2 4 N c in INTERIOR ELEVATIONS SCALE: 1/2"=V-0" LID® C9 Z th Z Q d (n ZCz W 4/-�-�J w � V Q Ow �N = U w C M ' � S - lg Ln o <1 Z^•• • x� Z i pi €1 . � _' { J % cmIWL Wd & mom. 4 To the best of the Engineer's ledge, 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 N OCL)n > (� M G M Q ( 'gyp Ln a in •,_ d- �i�u' a .-. Q E- co z W J � J o: ej 500 LLI LU 0z T-e-1 08 Cr f 'a r'a M 20 Uj F— A u V) Q� z PRE d1s o` N' 5181 Z N N J r 1 Lij Z Zi a Ln m 0 1 � W SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 2x0 SHEET NO. 2.0 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED — CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. 12 1 J 5� �- --' I r 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" ---�— -- ------------------ F1 _71 17 - - 0 1: 1 D F1 7--1 [ED L I RE 1:1 L-1 11 EI ELDI-E-1- E-1 LJ FEI LD-1 El E 11 IL71 1:1 12 12 14'-0" RIDGE VENT ---------------------HEEL — F4 T.O.M. — HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) °0 c0 ---F.FL. O -v N -------------------------------------- ------------------------- - ---------------------------------------------------- FRONT ELEVATION - Al SCALE: 1l4'=1'-0' 2'-0" RIGHT ELEVATION - Al 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. (Sq. Ft. SofIN Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT ..Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of allagin Vents Needed Z�®z z a w M p O t-" U w 'M c�r O fLL� in B D. z 4P2 LL c 5 co Q '✓ R a-b To the best of the Englne4i4iR/�owledge, Infor a�t�q�;and belief, the structural plans ant- Aed within these drawings comply with:Ielg 7 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N Q � N t>�M iO M Q M Ln Q�� F- v a a 00 W E� zM J� J W ii Fm Fm CQ Z� U O � J J JH go T­4 LU ry O o > C: z fu Z N' cot Botg 01a_N LL �* z d' < W J N Ln rl Lli Q Z z t fi g cD 'n m 06 � _ rn � a fn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO' 10 SHEET NO. 3.1 12 5� T.O.M. �Oil — 14'-0" RIDGE VENT 12 �5 EXTENDED OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ----------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 ----- ,. - _ _ .. , - - T--- 5 15'-0" RIDGE VENT 12 __ �. i i �ri. .,M.-�-•1__ 1.._.-,,.,4,__� _'�-�r�_ _—.w4+.w+._J_-.+�..1 �....4._�-;.: �-..n'-..L_..�. L--�.d.,-�_i._,�-,_L_-.�..J.-: REAR ELEVATION - Al SCALE'tla'=1'-0' 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. ------------------HDRHGT. • TEXTURED TEXTURED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CEMENTICIOUS CEMENTICIOUS 2'-0" FINISH ON C.M.U. IN (TYP.) (TYP.) 00 Co --------------------------------------------F.FL. N LEFT ELEVATION General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material In accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be Installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO, FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tie Root) - 86.25 SO. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed c� z z a U, z V) UI W C W f'6 0 •U — O � �N —mo 0 M U w � M to c17 ~ E 3 EU cd n ¢ o>¢o B D N CNNW— • cia.AV/J, W_ t7 o_E C 1. Q Z >'� Cl- 0' uJ z LLr O {IG !'21 E' S 1 \\\\ To the best of the Engine �yg9y�lg+g;, JV ,and belief, the structural plans an « I�j��i talned within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z0 0 ate.+ Ln z M V 'gyp Ln CL U) •L WQ ON z < LL a .� CL 00 Q Zc� Z faWJ C:) �z z� f� Z H IL o 0 o0cdQ zwu� �gzw Q reel .1 N J W � 8 O ree' Cl) M W N I 0 Z g a O fu £ �0_� 196 Jy r-4 k�U W � ZDC N � W N Q z M m Ln o z g = �9 rn 7_4 a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION No' 10 SHEET NO. 3.2 1 2" 2" *NOTE: VARIES 1" RADIUS M N FOAM TO BE USED ONLY WHEN 3 1/2" RADIUS - 1/2" RADIUS �M REQUIRED BY COMMUNITY r` ►� 3/4" RADIUS v CC,4 00 SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" N N BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES °"" 1' EDGE OF OPENING _ VARIES Q 2j" VARIES ih =_ 04 12' VARIES 1 1/2" RADIUS � 4" 3a 4° 4" F.f I ,h d� CD VARIES 1 " _ 11 31" 2 1/2" RADIUS s s ^� 3" 1XX GCS r' r' BASE • tT 1" 1X X 4"411 / • *NOTE: VARIES 811 2" 3„ FOAM TO BE USED ONLY WHEN tD REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2" 1" V-4" 1" 2" 2" in BUILT W/ STUCCO. EDGE OFEli OPENING �--6 2aX • - ,� ' 0 1-1/2" THICK 1-1/2" THICK 4" 101, N ---- -- 21" _ N s V s T _--- (D_ _ tIn L4— 6- = 2 2" N w w SIN - - 34" 1-1/2" THICK 24X ryS' ---- -- -- - -- 2'-4" 1'-10" �`�� 54„ 1 -4X 3„ _ 00 IN e L i 4" 1 " 1 - VARIES VARIES CIO W 22' mg • VARIES VARIES „ 1 r 00 _X ci r 1. 04.. I 00 (D � �1 Ada ^ Q 6" 4" N N KEYSTONE F11 0 - - OPTIONAL KEYSTONE F11 OPTIONAL 13" i R6. 41" R 13" 4 -�- 2 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" 4" 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" 1'-64" 1a" 1 " 2 -1 • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1' 1 " 5"' 3'-8" ' N 1" 4" 3'-0" 4" 101. V-4" 1 pX I-7 to 00 f-1 v -------- - 04 s z r N f _ N.. _... 4 --- • M M r 1" R70ry 1 " GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 6 ACRYLIC SAND FINISH Z � Z Z Q z U) C cn ;✓ W Cu *V — O W N ~ i�co U� M W ' u O Q W) Ro 1 B D. N g7 s � A/ W� C sL J � � l L Ll d, u- !y a W Z a ..ww 1N m V m LL W Qo N g ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z N 0 O M Q U-) 'gyp Ln Q �LLL 1- �- . M U fl. 00 a E Z WJ 0 J �i za n: z 2 = 0 O 2yy _J ` Gi g o Q $ O o 2 1 C cc: 0 W U. D x W �ggg gg�.. . �$ rA o Z N wLn N ff Lij Q Z a M coo In Z g 0 r-I a cn f SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. Fal ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET for" HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH -q)4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ;Q% EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) D PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14. 250.94 200A INDOOR PANEL CENTER 014 copper to lights E outlets 200 AMP 1 00 A M72 cropper to 20 amp clas 00 a10.2 copper to WH 01 7M10.3 copper to Dryer METER MO2/0 or 4/0 SER Alu 200 amp 150 amp Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP DISC. GFI H.I DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn nt-n ont-no CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) —r. W.H. VERIFY LOCATION TELEPHONE (OPTIONAL) GFI ----- -----J ELECTRICAL PANEL ® TELEVISION (OPTIONAL) 1111111711111111111 ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. REC VERIFY METER FOR ALARM SYSTEM WITH O THERMOSTAT BUUILDEIRN ELECTRIC METER man ELECTRIC PANEL _ DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4°=1 t-0° u')W z z� z Q a :V) (D W cn '~ w Q .0 — O c E C O v J U CO r+ I-u = y W M 125 0 LL L� � Q Ci o� cj �' Z inzor- P1 ` o _ 4 W W ` R u' i.VA Z <- f O �m LLa� m Co 00 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 0 Z n4 0 � � V) O M Q (,n 'Mp Ln a Ln•��' F— !v � ll) a DC U a 0000 Q C W Z M J 0 �a z ���gg�qg�jja Z U T—I U uno U �_ O W fu IM W OU �_ � QW a ea.a� O U g Z ogg � G �R�3 Cr• J Ln I-•1 I LU fi M Q z Im O 00 ZLU g = ,.4 a Ln Z SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. 4.0 � .�.� to CV e I :: :: :: :: RIDGE I '::.' :::.' . O J :................. = 15'-0' RIDGE VENT I 1'-0" a ��Q L O �+ T :12 SLOPE 14'-0' RIDGE VENT 0 IGE I Q b 5:12SLOPt ::::::::: a ................... I I ROOF PLAN SCALE: Y4"=1'-0" ATTIC VENTILATION CALCULATIONS - Al General Notes Z (h :ZAgiia z Q i1 C6 p O c U t- c 4" H.B.+ 1 A TYP @ 1 STORY S3 U.N.O. 2'-104" 1. 5'-1 r ■ ■ N. ■ ■ ■ ■- _■ ■ ■" "■ ■ ■ ■ ■ I r a � = �\ I 1 11 1 •• I \ 16'-0" 2 - 6'-10" . I .. •• II `'' III I \ -3 1 /2" \ SINK / DISP _ _ : ; ; : I I go ir1 19 L I \ \ \ I I D.W. I .. • D.W. III M S3 cv o r L I \ \ L — _ — J _ _ __ _ _ _ CHASE TO ISLAND— I I TYP @1 r — — — II — — — ■ — — — ` _ C 1 I STORY U.N.O. STEPS AS REQUIRED \ \ cj-- L------— — — — — — J OPT. ;- Te�——CJ�! PROVIDE 1 Y" RECESS \ \ KITCHEN ISLAND REF. ' ' ; FOR SGD. REFER TO \ \ ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. /'�{.1 '.'.'.' : ::.:: 10'-111711 PER FIELD MASON'S SLOPE FOR \ LOW WALLS I c? CONQIZfONS WIDTH \I\� \ I •:::.':.'.: I :.... :: o In I \ \ 16-10" \ \ 12'-10" r INDICATES FILLED CELL w/ 3000 PSI \ � \ ' ' ' J. _ . ' CONC. GROUT FROM FT. TO BEAM 1 \ \ HVAC CHASE I • :::::::::::::::::: ::::::::::: ::::. :: : t W/ (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON SO.-O., TOP OF COI I PAVER T BE 4" .. :::::::. : ■ . " ■ ■ TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED \ 4'-0" I 4'-4" 4'-6" \ W/ 25" EXT. ABOVE SLAB "GRADE 40 PROVIDE Y2" x 9" SLOPES �q STEEL" I \ FOR FRT. OOR fh ( L = o \ \ 'RECESS \ \ 2 -6 x2 -6 X1-0 Ln I 4" ( S3 25'-10,S" \ \ V-5t 8" W/ (3) #5 E.W. 41�"% Ir' 50 — — — ---�-I- - - -�I- - - - q I— CJ CJ TS3 \ \ I TYP @ 1 STORY \ S3 CC I _ U.N.O. S3 (2) #5 REBAR _ I3' AHU I I VERTICALS w/ in 2-6" x 2'-6" x 1'-0" ■ 3'-5" FILLED CELL 7-1" 16 W/ (3) #5'S E.W. 21-6"x21 6"X11_01• G IW/ (3) #5 E.W. S3 . . II •; ' -3 1/2" I SLOPE 0 ::::::::::� :................ _ _ ■. I — --� I—___— ___ _ r 5'-3" V-10" 3'-6" I 0 I = M II N 0) • — — — — — — — — — T: — — — — — — • 3-1/2" MIN 3000 PSI CONC. I I ' 2'4j" 6-5" 3'4" SLAB FOR HERNANDO COUNTY ONLY I J °Q 3-1/2" MIN 2500 PSI CONIC K S3 SLAB OVER 6 MIL VISQUEEN I I r VAPOR BARRIER r r � 35'-411 201-611 ■ I I BUILDER TO I I ;; PROVIDE I (2) #5 REBAR I 0'-0" I APPLIANCE VERTICALS w! in 4'-011 12'-1" ' PROTECTION FILLED CELL I 00 I W H• WHEN REQUIRED - PER FBC — -------� « , 00 1 q H.B. S3 TYP @ 1 STORY G 5'-7 6' " U.N.O. " 1 V-283" FOUNDATION PLAN SCALE: 14'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU • co a CONTROL JOINT DETAIL •;� • :4 #5 CONT REINF. SEE .; •• . • • FND. FOR QUANTITY 7'• ;7 ��• ', '.�.' �� :r #5 X 25" X 25" CORNER ' ' ' BAR ONE FOR EA. ' • • HORIZ. REBAR, TYP. Ir •' .• •• U.N.O. 1. • •, le "'Alternate: • The reinf. bars shall be - • • • • • cont. around comer by cold vp bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" 1n U z o Z Z Q a U) Z Cn U w •U — O - ZD ct3 U U m o &"I M w E L° c cy U 1 U_ < rn J d BD•Witi�r�� NCB "t' t v ° Ca LU LLM 0. To the best of the Engineer's know) , I 4WA,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 0 cu n > C M Q 'gyp Ln G•. to •,_ d- v U_ In a GC U p_ 00 Q E z§ � W J 0 W� �5 Z J� 480, CL �9zwz J 2= J O I{�,i �© I- N O T-aai Z ru 0 >_ L o cnk fu d. z O . <�� o cps o c Z f*4 W � lSl J N�� Ln -4 LLJ Z di 2: Z ¢ z � Z v � Ir ro m O o 06 z g = 7­4 a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO" 10 SHEET NO. 6.0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 110 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 600 535 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 18 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH. / 18 1061.1/2 HTT4 2715 518" ANCH. 120 10dx1-1/2 J HTT5 4350 3740 518" ANCH. 126 10dx1-1/2" HTT5 3225 5/8" ANCH. f 28 10dx1-1/2 " 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I Lisgs 116511070 *" / 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 -1Old x 1 1/2" MTW16 1195 1 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1 1005 14-1Od x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7)114" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" LSP 585 535 10 - 10 SPT22 685 8 - 10d 1065 605 12 -10d SPT24 1030 12 - 10d 645 555 1 12-1 Od X 1 1/2" ` MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) (+ 10R 2 PLY Fri/ CARRIER r-r-t- "I - + -1 1 , I I I - 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") - *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT, STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 FRAMING SPLICING ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2CONT (A) STICK INTERSECTIONS. SPLICING IEDGER� TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4"=V-0" M z�,o Z Q a Z N 4"J W 0 E U' W M Cl) ■ ~ Ing ON Q rn d Al I 42 Z )& �'•. Op Z )4J��• Q Amu LL CL To the best of the Engineer's know + , and belief, the structural plans and specificat ons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O 0 P-4 M 0 z M LLn CL N V7 Za 2: 0 fl. U- L. CC V Q.00 Q W z�(0 J � A Z W a a U LU V Z 06LU 0*1 Q p® 8 M M ■ ■ M c � 3 a o L .> O U L J W o O �o9S N _8 M 4� Z N Z Lu N Ln u.i o U. k M LA Q Z Z tu- Wg IS IS. 00 g = 4 a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. 7.0 O O 8F8-1B/1T GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled Ilntels 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 17'1 and longer with a nominal height of 8" meet or exceed L/180. 6• Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / e 0 a vertical load Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE 8F8-0B/1 T APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY �► 8RF6-0B/1T . © O, O O• O O O 8 - / T 8RF14-0B/1T 8F16-0B/1T 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F32113/1T •• • V. O O 8F16-1B/1T ®o O 8F20-0B/1 T ADN E E C G E E CC F ■ ■ WE - eE ■ ■ ■ ii ■ ■ ■ i •- F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T !NOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTf precast = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. FORM & GROUT SOLID (� v 4 �' � J O #5 BM CONT. 8F12-1B/1T "V" LINTEL DETAIL SCALE a N.T.S. CC - C C #5 REBAR AT ALTERNATE POWERS OP MIN. (1) REQ'D CLEAR STEEL LINTEL O a ° ° .M.U. #5 REBAR AT TOP °° ° MIN. (1)REQ'D ° Q 1-1/2"CLEAR e rl ° 4. GROUT ° o 40 ° 5 REBAR AT BOTTOM OF = y y w z W r 4 - O LINTEL CAVITY (/� W O in U-,' W 4 OTTOM Q Lu (j $ REINFORCING ¢ C7 tT j W > > /8"ACTUAL PROVIDED IN o W a i� Q MI AL WIDTH LINTEL{, (VARIES) rn ?L o 0 LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers spedficatons for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/detalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementit uos coating. See contractor specifications 4'-6" LL 4'-6" LL F LIF 6-10" LL OD LINTEL PLAN SCALE: Y4'=1'-0" C.9 Z Z Z Q Cl- U) zC3 Q 4-1 w O c E U w M '0 _ '2 �U U CO Q�,s LO All D. `---;, E>�1;illitt `7 `� U z IL • J ul . C� e J ••jj U I'- � I_ u •� Ion belief, the structural 1 �%} s ecd s To the best of the En is 'eQg&4i:e within these drawings comP� t7wr'h1 Building Code - Residential 6thEdtJM r's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z N 0 a<�+ r>—r�Mp „ M Q V) (0 Ln a" in •,_ d" ZZ Q C LL U a 00 E Z M W UJ to tr o?9U reael Iae aa qZ F V D T M � v > I Z 15R o (J) (0 CL fi. rn ..... �' Z tax Z N W J Ln q lJ.l Q Z M co06 Ln Z g = O r•+ a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO- 10 SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2} PRESSURE TREATED PRE RE TR LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED U PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS F M E 1 2 HR MATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS 0 DECE B R 3 ST 003 C O l ) V PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW CONSUMER USE SEVERAL NEW RESSU 0 PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 kz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7, LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9, SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1. 2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/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 ed. (2017) AND FLORIDA BUILDING CODE 6th ed, RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1 3 . 3. ALL ROOF AND FLOOR TRUSS HOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A L O 0 S SG FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1, 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2 3.3. T GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 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: 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 1 Y2" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (Pc) 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 (3l8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN &" 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, fb =1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E =1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS HALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1 S , U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0,162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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 ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracwre treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent 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. IrrigationlsprinkIg systems including all risers and spray heads shall not be installed within 1-0 of the building side wall. 4. FRq R318.7- To provide for inspection for termite infestation, between wall covering an final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1,3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is regCuiV 9. must be 1emoved &Fet exterror soi� d mort treatment. 10. the foundation perimeter 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FRC R318.1,6 - An exterior ertical ch mical barrier must be installed after construction is complete, inc�uding landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services", 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = If DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +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" 1Y" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AN R MI E D O CROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. zo T�® z�z Q a Q) N +--J W 0 w Ln 1� � ~ w m �" ■ U 0 g Q CM � M Q C AI B D. N C d•ll•( fe o�,� •c• � U. 4.q 5, Mt K N i .0m J y� To the best of the E ter wledge, In or ((( , an belief, the structural p ant{prgl0ined, F \\ within these drawings c with th on BuildingCode-Residential t dtYMp/t,Epgaq`f `` ,s(hktLF118i1Bi`eering signature and seal Is only for the' portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 a) N (/) M O M <U-) MLn a)LL Ln Za a tY V fo CL E� Z W Joy d" €o� ?tea ao- 480, Z W z Lj U� U) w � ® z F- r � z 4 Z -0 M M Z __j U UP) fu N, U)�� Q�'ujCe ZN J N Ln rl W Q Z LL 1 � Z �aP Z z $F M Ln IcaC:) O w 4Z J u .L W rn ,-+ a to SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION N0. 10 SHEET NO. SN — — -I 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" it STUB -OUT FOR O 1'-0" o ;n GAS METER 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. 10'4" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'41 (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 USP HTW20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" 1 USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v, 15/32" CDX m PLYWOOD OR 7/16" OSB 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 Sd RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. 0 ur) a -#- t .h t t t t + t + + t + + + + + 6'-0" + 6'-0"U) C + + + + + + + + + + + t + h + +tl + + + + ++t+ + + + + + + + + + + t + h + + + + Z++ ++ + + + ++ + + + + + + + + + + + + + +++ ++++++++ + z CL fo Q� U a z zW 480, 0*1 v 10 Backer and Filler Block Dimensions Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 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 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL kn cc CONT. #5 > STD. 90° BAR I HOOK STD. 900 HOOK r— BOND BEAM CONT. #5 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 Y SEE PLAN FOR REQ'D—PLYWOOD FLOOR COLUMN AND J%.% -= SHEATHING PER PLAN CONNECTION r J TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION a@ INT. BRIG. WALL N.T.S. Y 1/8" min. }Small gap 2' min. + i 2" max. 4 max.-- - x i Web Stiffener Fastener Schedule_ _.._ Joist Bearin Location i Series Depth End Intermediate BCI 5000s® 111--7/8," 2-8d M-d -- Clinch nails 1/ 2-8d -8d -- _ - - when BCI 6000s@ 11-7/8 2 8 3-8d possible @' 14" 2-8d 5-8d — BCI 6500s 1) Support back of web during nailing to prevent damage to 16" 2-8d 6-8d 11-7/8" 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 - Q 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/ " 3-16d 3-16d____ _ 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90s@ 14" 5-1 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" 1 6-1bd ] 6-16d OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuis. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Vertical load transfer =1900 plf max along load bearing wall. �r' Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack '" �1 meet over wall, or wall stacks directly over wall or over squash=20 blocks and /� beam below Load bearing wall must stack over I Non -stacking walls wall or beam below.* = blocking and wall or beam below.* require additional Joist consideration. Check Z' local building When joists meet over wall, provide code for appropriate 13/4" minimum bearing for each, I Joist can be offset details in One 10d box up to 3 to avoid vertical plumbing areas=20 of high or-20 sinker P g 3" max lateral load. %�� � ii �; �.' nail each side i at bearing. JOISTS OFFSET .'j N.T.S. Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Squash block 10d nails SECTION � I NT. BRIG. WALL require additional consideration. (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam OD DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap i 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 6" A " ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT OUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" 8 V-0" 1'-1" 1'-2" 1' 2" V-3" V-3" V-7" 1'-11" 2'-4" 7-9-3'-2" 3'-7" _ __ __ 16" joist 12 1'-0- V-1" 1'-2- V-2" V-3" 1'-9" 2'4" 2'-11" 3'-7" 4'-2" 4'-9" 5'4" — ^ Span (tt) 16 V-0" V-1" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" T-2" _- 20 1'-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'40" 5'-11" ---�---------- -{ 24 V-0" V-1" 1'-2" T-3" 2'-5" 3'-7- 4'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. A USP MUGT15 TYP. GIRDER TRUSS 7� _- r 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 MUGT15 TYP. TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION_ AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 /HTA 20 INSTALLATION HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 a NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d A 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION • iA -- � i �Il�ll�ll� Cm u'�ii Il�lls�il�hll �':,n.11.�ll �� Ilirl�I�L>t Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. • ' j SLEEVE THRU STEM SEE PLAN FOR •. • . • . • FOUNDATION INFO 4 4' STEM FOUNDATION GRADE REINF. SEE PLAN �% ` Filler block. \ Nail with 10-10d nails. Backer block required where top a „ � mount hanger load exceeds 250 lbs. a . Install tight to top flange. �•� IItLL`IIC 4 •' 4a 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height -1 requirements ! � 0.6 X Joist o I�depth I -JOISTS BUCKETS N.T.S. i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a4: 4 c2I \' • a • �c14 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 G . ° / . as L a G A O 4 e I� SEE FND. PLN. SIZE & REINF. Z�®z z tl t,/) U � w 0 w ~ m n U rNi M w U Q � Lo o B �D. SE a To the best of ngln is k DwledgwlA ormqq��Tian, belief, the struct la fS���,nd s� Ificatlgrf6lneA within these drawl f➢�n1�18 � lands.\```` Building Code - Resld2Apy44Lh Edition. Engl \' signature and seal Is only-f tlj qq�! nearing portions of the drawln {�yd E7�Qj g pages bea}M neer's signature and seal. 11 O Z N t>iV)MO M Q � COZ § � W J � � 8J &YI " w O •_ � � �W _ V ou. Q W Z N N L1•) Z Z SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. O SHEET N0. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 2x #2 SPF STUDS - J @16" O.C. W/ (2) 16d TOENAILS T & B (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 ► 0 (2) LAYERS TYPE I OR TYPE II 0 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 7,MW8" PRE ENGINEERED WOODTRUSS @ 24" O.C. U.N.O.HURRICANE ANCHOR @ EACHTRUSS (SEE UPLIFT SCHED.) WI 1 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 FOR ADDITIONAL SLAB ELEV. VARIES INFORMATION 2x P.T. PLATE e 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 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/ 2"°016" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" ELEV. 0'-0' O.C. OR 5/8"x10' WEDGE ANCHOR __..- 1E ° ° 4 ° A.F.F. @ 24" O.C.) 2" 31/2" MIN. 4 4 e ° G e °° a ° ELEV. 4-31/2" Z ° A.F.F. ° 2x4 CONT. ° LL ° . e ° d ° = c ► 0 . N � TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4% INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"" x 10" "J" BOLT @ 24" O.C. W/- 2""x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"AY WEDGE ANCHOR 6 x 6 W1.4 x W1,4 @ 24" O.C.) WWF OR FIBERMESH r. 1� .�IlPyll"1 • ur u-�ii= iir u- a •-u •emu �ll= Il -- .`—,'ll=?;i—IIIAl1=11�11=;11�11`— �� 11=11 .11=II�II`'II. I GG GARAGE SLAB AT STEP rB ESCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE INO.2x BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SCREWS @ 7" O.C. SHEET LOAD BEAR►NG OR CEILING & 8" O.C. WALLS EXTERIOR WALL oo 8" C.M.U. 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL PLAN SEE CC/S3 OR t`tv 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x R PO "x3 A ONS *USP SPT22 TYP. SPACED EVENLY 2x P.T. PLATE oo ARCHITECTURAL ASSUMED FINISHED 1x2 PT WD FURRING @ 24" O.C. FINISH ` ' GRADE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° g U.N.O. CELLS (SEE FOOTING MONO SHOWN I> p p o0 FOUNDATION PLAN FOR CLARITY n D FOR LOCATIONS) p° p D °p 1=1 1=1I I=11I=1I I=1I I 1x4 P.T. BASE NAILER D II I I II III 4"x4" INSPECTION D° NOTE: p p II II I II I II III I I II I I 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL III—III—III=1 I=1=1 11= N II I ICI I (I =i •- FILLED CELL TYPICAL W/UPLIFT ONLY �I I II(li- �=�-I _ �T �_ MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR _ III=1 1=1 I I 1=I 11=III=1 1=I 1=1 I I=1 1=I 1=1 _� 1-- 1-1 I I=1 11=I 1-I MIN PSI MAY VARY PER cn � TO CUT BLOCK OR POUR =1 I-� �-III=1 1=III=1 1=III=1 I=1 I-III-111=III=1 I I=1-' MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D W1AXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 BELOW GRADE SLAB INFORMATION. CV b .i °► r c _Z 'I' 6x6W1.4xW1.4 ► 31/2" WWF OR FIBERMESH 6 MIL VAPOR,/► t• _ — ? min. 4" BARRIER D ; D 1 ° ° ° v GRADE COMP. SOIL. (COMPACTED TO 95% — — ° (1) #5 REBAR w/ OPT. MODIFIED PROCTOR S E I��NCLOSURE ASTM D1557) -�-'' 3" MIN. CLR. (2) #5 REBAR CONT. 4 ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL)MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE. 3/4 -1-0 S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND CONCRETE SLAB EXPANSION JOINT PAVERS 14 13 O.H.D. RECESS z O.H.D. RECESS C• r .�.� :. oQ i. . SEE A/S3 OR XS6 J -ILrMFOF FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESSri - 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 -1I , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 4" Y' 114" 8" U.N.O. MIN. TYPICAL BEARING WALL as STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 00 co" 1' S�GUP� t 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �S �GoN�o (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C THIRD POINTS ULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"• x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� 6 � PER MANUF. #3 OR #4 REINFORCING BAR to i #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi A D J FINISH GRADE 0D 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy-- 60ksi] 6 MIL VAPOR BARRIER ; ° 1 — - 0 R 1 7/8" #5 REINFORCING BAR #5 LAP SPLICE • • • �• 11:= 11.=11.11: ' . • • � � • • • • - gll"Ar-Mlrsoll, SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0 0 ° J CONT. BEAD SEALM INTERIOR Y CONCRETE NAILS W 1 1/2 t� EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" r31/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 16x6W1.4xW1.4 / WWF OR FIBERMESH (2) #5 CONT. —f [4• '.4 8• I ``U.N.O. MIN, TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE w 73 U rA 0 o > �-I � 1 0 36" MIN. LAP [36" MIN. LAP] —'V 10" 4 6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS F 22,)SCALE: N.T.S. 1,,S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL —2X STUDS @ 24" O.C. U.N.O. GARAGE zz:L... 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. ---INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT _E it ` 6x6W1.4xW1.4 WWF OR FIBERMESH a a — — — I— I I_I:I I - I I I F-I 1=1 11=1 11=1 1=1Tr K S3 BEAM SIZE & 2x4 P.T. CONNECTION INFO PLATE 7116" I I O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING COLLMdNLOCATION z ATTACHED PER NAILING w Q SCHEDULE LU LU co 0'4" FIN. FLR.jj IRV SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS (2) #5 CONT. lj1 ON 3" CHAIRS (TYP.) 8" V-411 1 /2"(min. )- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8 EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH 11T 8° TYPICAL INTERIOR BEARING WALL W/ UPLIFT K"G SCALE: 3/4"=1'-0° S3 4 A /MI Mr ^r-r�L% r'nn VARIES1o11 A .. to/1 A J , vn nut�t v. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �-- SLAB STEP & RECESS an S.G.D. M SCALE:3/4"=V-0" \ S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. th GRADE Z I� ;III= I_I ° z W I=I I II-1 -I 1=1I1=1I1=1I o w c"'n W 1=1 _ 1 Z ll 1=1II=1I1-III III - II III-=; FOOTING III III -I 1=1 1=1 I I -I I III -I 1=1 I_ i 1-1 I I -III -III-I L I I -1 I-1 I=' BEYOND PAD REINFORCEMENT-)-i 1=1�-i (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �, U �_ Z QxM z Z ¢Q Q d ID•U — 0 `L' LU c Z w •tom. W� ��r >e ,. Z o r� Ilk 7 a, r To the best of the Engi 's e�.iq c , and belief, the structural pianV. spe tQ�da a�htaine \\` within these drawingscorn I 2017 Ff P pp Qr Building Code - Residential 6th E dirp��s signature and seal Is only for the structure engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z N I� O0 to I>iMO en QLt)In � a (A°� HLn ��Q00 Q � W Z z� a Fz _1 e go a m W 1� LLj in �Y® Q ca M o� Z I � > 1 U Q O . A' O Lu3 cl/ I.L V 0W OC Z J i'VQS w Q � Z CR Z W M m � 0 06 Z g 2 � rn O .-I 0- cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 2mO SHEET NO. S3 12 (TYP) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (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 Zx 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. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) BLOCK W1(1) #5 DOUBLE 2 4 SPF #2 x TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER *'* STUD W/ (3)10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE -­­ V 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8 X8 X16 K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3!4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW NOTCH LINTEL WHERE REQUIRED 7 FOR CONCRETE PLACEMENT / ■ilM—MER'�i'��'wRE!!!!!!-NW"■M � g • • g 1 IIIII- -II�� - tt ���-■'.■ ■III ■■III IIl�■ NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES Qn FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE G S4 J W w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. ° a e . BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. m 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -fit 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LB'LOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° 4 4 WALL 4 ° 4 DOOR STOP w 0 ° ° MOLDING `v ? a ° 2x TOP PLATE `n GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE --- REINF. INFO. W/MOUNTING ANGLE ° ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1Y"@24" O.C. 10d NAILS @ 8"--- O/C TYR DOUBLE 2x -� CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1' - 4' 1) (2) 1 (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 1� GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS, OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '-2x STUDS TYP. USP HTT16 TYP, U.N.O. SEE NP ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING OAFN/NG, WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL ("-Q—� SCALE: N.T.S. S4 -USP SPT4 SPT24 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE USP SPT4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL ° USP SPT SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. --CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS --- USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCKnp- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED /10d @ 8" O/C ATTACH ALL -J EXTERIOR STUDS W/ (4 16d TOENAILS TOW PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. SQ F= 2240 LBSUSP �7 USP SPT4 SPT24 FFC SP SPT4 771 2X TOP PLA TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING I I rSP SPT22 SPT4 USP SPT4 OVERLAPPIN 10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING ° 2X8 P.T. BOTTOM P I TE� C rc- 10""J"BOLT @ 24" O.C. MAX.B ) (MIN. (2) PER BOTTOM PLATE) USP SPT24 NAILED INTO TRANSOM FRAMING SPT22 SP SPT4 41 I� -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SPT4 C /-10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED NA TRANSOM FRAMING 0 o BEYOND. o PLYWOOD oo E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 2X8 P.T. BOTTOM PLATE UU 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY Ko"R� SCALE: N.T.S. S4 z� z z C3 t/1 CD C Q) ly Cz o �V — ITO 0 w cn ru ru U LU i3 0 �� ■ _ $� 0 U304 . U '�0 ¢ co LO d A 1 B D. N c a r c �\\NR,I�11911ii o E*0 Z �a• ` rr- E o �: , W ,tL aw -� 110 WL W q, f� To the best of the EnjW,f s atl belief, the structural plans�pecifications cQq� within these drawings comply' alec�f4jQ��pJ718a ig Building Code - Residential 6th Edlt � neer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 O Z � OWN m O M M Ln NO Ln ILLL- 0- F— M W U M'q Q O Z ..� �i E W J � d- W za fa �a~ jggj � U �W 6gJ leaeall z 'a M C: Q uj PRE o Iw tsos 616 N, m dM Z J N Ln r! LLJ LJ J Z z z W~$ M � co C? Z00 g �j = � SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 2mO SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL 2'x24 OUTLOOKER °� " NAILING SCHEDULE FOR USP RT16 OR EQUAL @ TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" BLOCKING FOR • • OUTLOOKER FIRST FOUR @ 24" O.C. ROWS OF 45^ t 24" MAX. TOP CORD BLOCKINGN2X4 CONT"L" BRACE TRUSSES @ USP RT16 OR FOR FIRST FOURFASTENED W/ (2)10d EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @3"@ 24" O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB EXTEND @ LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACEWEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROMBOTTOM CHORD (SEE 2x6 P.T. GABLETRUSS RIDGE FASTENED ATTABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/(2) 10dUSP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP — —j ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD 7- GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2'x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" � PLATE WASHER USP HTA20 @ EA TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER VERT. WEB (24" 0!C MAX.) O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED 1 TAPCONS. SECTION 2 STRAP MISSED VERTICAL SECTION WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S'CJ SCALE: N.T.S. S5 REFER TO DETAIL J N SEE STRUCTURAL— ON SHEET S5 FOR NOTES AND NAILING X-BRACING, AND TOP FOR SP HGAM10 W/ (4) CHORD BLOCKING to SHEATHIULE NG DETAIL 4"x1-3/4" WEDGE INFORMATION OLTS & (4) SDS 1/4" 1 1/ " 2"x4"CROSS BRACE 1 1/2" SCREWS WOOD TRUSSES 00 go APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END '" -- TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" 2 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS " TRUSSES FROM EA. W/ 2 -16d D = 0.148", L = 3") OR EQUAL ( (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" O/C 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS 1-1 MAX JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL �J_� ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S.Q5)_ 1 GABLE TRUSS 95 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 55 �_�.. __.•-_ °J � • I!- 4.�. _. _r_ILd' , a • °A • l ._y AI I! a • W • � �"•. a 11-�-._., _.__._ `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL _\ NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4" �AXEA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE - 2x4 CROSS BRACE APPROX. APPROX. 8" FROM • USP • 8" FROM RIDGE FASTENED AT RIDGEF RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED — 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END \:2x4"T' ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C 16d NAILS @ 24 O/C WOOD TRUSSES TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E SAND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 r r� K SEE PLAN FOR 1/2" SCREWS `��' -CONNECTION 2x4 "T" ON TOP OF PANEL-' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS ._�. SECTION g SCALE: N.T.S. SCJ MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O,C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL ,4 GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL/"-6 SCALE: N.T.S. \ 5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE J FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. �S5 SCISSOR GABLE 'IT" BRACE AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) `BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - V-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. 0 cr CORNERJACK C7 Y a W z cr 0 U HIP FRAMING REFERENCE PLAN 0 z w a_ 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LEI INS 1110 II NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) " f" 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 LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION V z$ z�® z� a cz (9 Q) 4--J w �U — 0 L N = 123 E r- .� U �M �m LL ULO OJ fC fn c ¢ tm a o 6 D " c 030 Nee J 041 ��gNiS- w W - o � Q Q F'L0 • I-2 d To the best of th in ���V-ledge, inf raj n, belief, the structure 40t�legt{pi�talr+e�l, within these drawings d with Building Code - Residents j signature and seal is only for the s{ lVi}1�ngineering portions of the drawing pages bearing Enginetr's signature and seal. O O z N 0 1� > V) M C M n. to •,_ d' Q L �- z F- . M (j CL 00 a E� z W J 0 ~ �t ,un i °° g =- Z Z 8Cn rl Z z -v v M w O > C U cn oW �k ¢ Igs U.-3 Q Z N W0 us J Ln rl LU Z LU Z z $ Z *k LMA m � 0 06 Z g = 1 -4 a cn = SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 2mO SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX 8„ PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d 16" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 1 X 4 3-1/4" LONG X 3116"� FURRING 3/16"� X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2 X8 LiX8 (TYP,) ' BLOCK@ SPACING n 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTOO.C. 2-ROWS INTO 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL MASONRY THROUGH �� 3 DETAIL `STD. STD. 90^ ` �'� 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON x 3 @ 16" METAL SEAT PLATE I „ O.C. & 4 FROM 1 X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALLLJIL 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 1MFURRIN2X8 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1X4 FT " P.T. WITH3/16"0 X 3" ' +_2„ NOTC �a@ @FIRST COURSE 1 P H AMC 1 O.C. BAN DS @LONG TAPCONS 2.. 2X8 ` 2x P.T. AS REQ'D „ STAGGERED @ 16 O.C. I — JOIST & (4) 3//111 3/4" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4'f DETAIL E 5. NOTCH WEB AT THE ' FIRST 2 COURSES ` BOLTS INTO K.O. BLOCK I BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A_A UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1890 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS �. SOLID W/GROUT 1 X 4 FURRING ,r SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) 1" x 2j" BLOCK HEADER TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d1NAILS�x *NAILS AND 8d NAILS AT 8" O.C. AT BUCK AT B (4) a X 1 WEDGE BOLTS 1(1) STRAP =1225 2 x 8 45" DIAGONAL (. NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE (2) STRAPS 2450#]) -. BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION * 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 X 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR OR 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 ANCHO\_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 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x 0 NAILS @ 8" O.C. �FRygN ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TR10d10dUSS TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. + + �ENOTh PLYWOOD SHEATHING �- �� �- �� 1 O 5 O JACK TRUSS PROVIDED BY SEE + + F12 TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • , 1711, WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED , „ EMBEDMENT INTO ) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS •. '. • �: #5 BAR 2-0 8" + SOFFIT iD ,• �0" .'> P `• ° CENTERED W/ BLOCK HEADER SOLID BLKG AT TOP BTWN. ARCH 5 -12d NAILS () + •. H IN TOP BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ► e > ° o , 1 X 4 FURRING EACH TRUSS ► ,' KNOCKOUT / CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK ERT. Wif AT EA. E(ND10d NAILS PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR ,� • MONO FOOTING . � • ., PROVIDE 2 x 8 DIAG. BRACE B (3) SIZE AND REINF. PER PLAN 1 ° 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 BY--/ SCHED. LEAVE A CUT OUT IN O.S.B. ON TI 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 4 z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0"MAX SE LAN PRECAST LINTEL , It- • STANDARD o i 90' iv HOOK SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD FOR OVER HANG FILLED CELL - = '�., 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS 1 @ 6" O.C. MAX. OR IF MASONRY (MAX. 4'-0") .: t . . .� �., .: V ., � INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ° • ' THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K 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" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. AT B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER � D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS ) HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3N MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BARR IN E EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5X6 EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. cc EXISTING BOND BEAM o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g 5" EMBEDMENT & 3"MIN. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER _0'� F F EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL v a REINFORCING AS FOLLOWS: r a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT g' a _, = g v z #5X6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE WI > ° EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ' cQn FILLED CELL SMOOTH. DO NO FURROW. ° , .• — N DRILL 3/4 X6"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >, e ` . SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N ° Ir "' REMAIN FREE OF MORTAR. _ z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° � ° � a ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION GLASS BLOCK SHALL BE INSTALLED 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. !9W M Z z CIL- V) UI Qj �-,; 4-' w .� o w�c'mr`l)i � �;; ■ 0 C) Q o Z VfA r��l° J E LLI ,le" o r' �1�` ,. L F * .0 q, To the best of the PkneerS kno edg%4mfN ma Iqq, n belief, the structuraYp�ps an� icatiopp ccpp���F �\ within these drawingspl4y �� �ITfifrida Building Code - Resident �y�� tlon. Engin signature and seal Is only for t1 1/1114111 Mering portions of the drawing pages bearing gineer's signature and seal. 0 Z cV 0�1� �>IIM0 CD M aU-)-gypLn 0- (n L_ LL F.;CL . ^ a�E00 Z W J� d' a t`z o �LU O N > 1 1170 U) Q o 05 I- �9 Uj Q $ � aaJ a DC uj � E Z N W Q z$ W k M m 06 g = O ,� 0- cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 2mO SHEET NO. �� r.Rn.q.q RRArimn nF=TAII (TYP 1 SCALE: 1/2" = V-0" TRUSS NOTES: FRAMED RIDGE CONYBE . 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY 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. TRUSSi 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/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. -----/-WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=l'-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O.- � 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) A Al G.T (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 USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) k 2x8 #2 SPF RIDGE BEAM 'k "}C 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION �I MIN. 2X4 #2 SPF STUDS @ (' 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE: 3/4" = V-0" USP LSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ Tt BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 44 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = V-0" USP HD4101F BUCK -- SEE ROOF PLAN F( MORE IN! SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. USP ST18 TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 2X4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. A � A SEE PLAN FOR SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: 3/4"=1'-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = V-0" SCALE: 3/4"=l'-0" SEE 1/S5 FOR - ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: USP 4. HTA16 @ 4'-0" O.C. TO GABLE MASONRY WALL TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'-0" O.C. TO GABLE SEE TRUSS PLAN �,. TRUSS COMMON TRUSS 4, SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 6 SCALE. 1/2 = 1 -0 2X4 #2 SYP NAILER. NAIL TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d USP JU26 OR IF 2 PLY ' TRUSS USP JUS26-2 TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR BLOCKING INFO) -MASONRY WALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = V-0" LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTIVAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING j BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---" Z- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN EXTENSION SEE TRUSS JUS24-2 EACH END MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" DETAILS &SECTIONS U z z z Q a C0 a--+ `w M o �U — Ow 0,_o U w m t, g�mcn � ■ _ Q a o A ' B D. ` "v = ; uuu in. Z/`/ w k ...'�`E.Wf L62 To the best oft a ngine &st wl jt44R ormmpp��ion .thd belief, the str rat pb sand I)tRI�Fit ation �niairr,�! within these d FE$IFNAre ®�Flor gulldin Code R Egg! - fial ' signature and seal is E�r�tJ1q p4rtµrplgl�l�eering portions of the drawing peg AU ��gfter's signature and seal. i O z N n 140 (n M � M Q 'n In V) •� � 111 HLL U" cn W V a ,—a a E� ~ w J C d' 'za a 1-11 � IH § $ 4� z _O O M H w O 1 C/) o i7i lg§ IN LJJ g Wt�; I cv P�c W 92 J N *� W Lij yet " LLn Z Z Im 0 D 25 SCALE: AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION N0. 2mO SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ "^ WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rtrJnnvv rv�orm��a EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER ED FLASHING 0 io SELF -ADHERED FLASHING L AM e7 WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. t7kk1kqkh..F.J1 SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING 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 SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND WINDOW OR EQUAL WEATHER PROOF CAULKING SEE DETAIL WPOW SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING SELF -ADHERED FLASHING��, 3" MIN SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH 2 !- SELF -ADHERED FLASHING 50 8 z WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH f A O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING a RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE r- SELF -ADHERED FLASHING r 0 SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Ground 7 SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST , OUTSIDE CORNER / • 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 7/8" Cement Plaster in accordance with ASTMC926 \r/ � WEEP SCREED DETAIL I n NOT USED • NOT USED NOT USED vivo" I SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all U' r- Z MIm Z z a U) z0 (D Q) a--+ W C�I OLU V) r- C/i � .e o U � � rNi W Cn c �2 " U Y iz LO MD. B`c N� �7 0 °' o Z N M Q, 4 N N .8 Q J Z L W gm ;3 W 0ait � d LLJ z z VA UM! S' 0 CDm m d W ``4 N M O J 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 cV 0 S r, (/) M O M < LO a cn •�, d" Q L_ LL CL .�. � U>" Q 0000 a Z W J CD Za U W C0 go rl J�� Q g �--al W 0 ID �v M 0 OO dl Cc cI) (� W 1' 6 5Y' Q dOR 603 Z N� J rl W Q W � Z 66, Wg M 1k m Ln 00�0 z � _ rn O .-+ a to SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO" 10 SHEET NO. W P i I I I USP Connectors Florida Statewide Product Approval No. FL17244.1 Evaluation Report Basis (2018) ESR-3455 Simpson Stock No. A23 Cross Reference Florida Statewide Product Approval No. FL10446 2 Fvaluation Report Basis ESR-2608 PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553 842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction protect for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. U /t♦ U p Q p p LL, _ CQ p -F-� ti- CCS p (1� p _4___1.� W L _ Q �� .� V //�'� J Q IF I LISP Stock No. A3 H0210 2 1`1_17232.3 ESR-3445 HU210-2 FL1065520 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232-3 ESR-3445 HU21&3 FL10655.29 ESR-2549 H026 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU2&2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232 4 ESR-3445 HU412 FL10655.45 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures HD610 FL17232A ESR-3445 HU610 FL10655.51 ESR-2549 1. EXTERIOR DOORS HD0410 FL 17241.7 ESR-3444 H UC0410 FL 11468 11 SIM200804 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf HGA10 FL17699.1 Evaluation Report HGA10KT FL11470 4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461 6 +67.0/-67.0 psf HGAM 10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2o461,9 +67 0/-67.0 psf H HCP2 FL172367 . ESR-3448 HCP2 FL10447.2 ESR-2551 --- ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67 0/-67.0 psf HTA16 FL17680.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20-18 FL17880 4 Evaluation Report HETA20 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225A +67,01-67.0 psf HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 ThermaTru Smooth -Star and Benchmark 1`1_15225.5 +67.0/-67.0 psf HTT45 FL17324.2 Evaluation Report HTT22 rL11498.1 ES-0130 ThermaTru Opaque Fiberglass Door FL17747 1 +65.0/-65.0 psf HTW16 FL17244.8 ESR-3455 HTS16 FL1045622 . ESR-2613 _ ThermaTru FlberClasslc. Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B SI (DING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40 0/-40.0 psf HTN24 FL17244.8 ESR-3455 HTS24 FL10456,24 ESR-2613 POT Series 5570 F1,251, 10 HTW30 FL 17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Budding Products Residential WndCodo Doors W5 (8X7) FL15279, 37 +30.01-32.0 psf HTWv116 FL6223 2 Evaluation Report HTSM16 FL11473. 11 SIM200802 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.01-30.0 psf HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473. 11 SIM200802 Clopay Budding Products Residential WindCode Doors W6 (8X7) FL15279 85 +38,0/-42.0 psf HUGT2 FL6223.3 Evaluation Report HGT2 FL10456 18 ESR-2613 Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279 102 +37.0/41.0 psf HUGT3 FL6223.3 Evaluation Report HGT3 FL10456. 19 ESR-2613 D METAL LOUVERED ORS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors 9 F111537 1 N/A see cost sht ( ) HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10655.92 ESR-2549 HUS212-2 F117232.6 ESR-3445 HUS212-2 FL10655.93 ESR-2549 2. WINDOWS HUS26 FL17232.6 ESR-3445 HUS26 FL10655.94 ESR-2549 A, SINGLE HUNG MI Windows and Doors Serves 185 FL 17499.2 +50 0/-55.0 psf HUS28 FL17232.6 ESR-3445 HUS28 FL10655.96 ESR-2549 PGT Series 5500 FL239.7 HUS28-2 FL17232.6 ESR-3445 _ HUS28-2 FL10655 97 ESR-2549 B HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40 0/-50.0 psf JL24 FL17232 7 ESR-3445 LU24 FL10655.103 ESR-2549 C. FIXED MI Windows and peers Series 185 FL15349 1 +40 0/-40.0 psf JL26 FL17232.7 ESR-3445 LU26 FL10655. 104 ESR-2549 PGT Series 5520 FL243.9 JUS210-2 FL17232 11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353 2 N/A JUS24 FL17232. 10 ESR-3445 LUS24 FL10655 109 ESR-2549 PGT Series 5500 FL261.1 N/A JUS26 FL17232. 11 ESR-3445 LUS26 FL10655. 111 ESR-2549 E OTHER JUS26-2 FL17232. 11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232. 11 ESR-3445 LUS28 FL10(355.113 ESR-2549 3, PANEL WALL James Hardie Building Prod Cemplank Lop Siding and HerdiePlank Lap Siding N/A JUS46 FL17232 11 ESR-3445 LUS46 FL10655-118 ESR-2549 A. SIDING FL13192.1 - FL13192.2 KLEG3 FL17241 15 ESR-3444 LEG3 FL10667 71 ESR-2615 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psf Z 0 �J n VJ O �� `fir U t.J O nL 1.... �\ W M W I..L 1 CC CC W Q z J Z Q J KST280 FL17244 15 ESR-3455 MST60 FL10852.7 ESR-2105 C OTHER LSTA12 FL17244. 18 ESR-3455 LSTA12 FL10852 4 ESR-2105 LSTA15 FL 17244.18 ESR-3455 LSTA15 FL 10852.4 ESR-2105 LSTA18 FL17244 18 ESR-3455 LSTA18 FL108524 ESR-2105 4 ROOFING PRODUCTS LSTA24 FL17244 18 ESR-3455 LSTA24 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244 18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL123286 N/A LSTA36 FL17244 18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Mela(Comp Off Ridge Vents FL16918.1 - FL16918 4 N/A LTS208 FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A LTW12 FL17244.8 ESR-3455 LTS12 FL1045629 ESR-2613 E ROOFING TILES Borst Tile Villa 900 FL7849.27 - FL7849.28 N/A LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 Boral Tile Saxony 900 FL7849. 16 - FL7849.20 N/A MP3 FL17244.22 ESR-3455 LS30 FL10446. 15 ESR-2606 F OTHER MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-26M 5. SHUTTERS MP4F FL17244.24 ESR-3455 LTP4 FL1044619 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076,1 - FL150762 N/A MP5 FL17244.22 ESR-3455 LS50 FL10446. 16 ESR-2606 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 6. STRUCTURAL MSTA12 FL17244 18 ESR-3455 MSTA12 FL10852.8 ESR-2105 COMPONENTS MSTA15 FL17244 18 ESR-3455 MSTA15 FL10852.8 ESR-2105 A. WOOD CONNECTORS/ LISP Structural Conn see chart MSTA18 FL17244 18 ESR-3455 MSTA18 FL10852.9 ESR-2105 --"�------- - ANCHORS Simpson Strong Tie see chart MSTA24 FL17244. 18 ESR-3455 MSTA24 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999 4 N/A MSTA36 FL17244 16 ESR-3455 MSTA36 FL10852.9 ESR-2105 MiTok Industries. Inc. Truss Plates FL2197.1 - FL2197.5 N/A MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527 1 - FL6527.5 N/A MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852. 11 ESR-2105 D. MATERIAL Cast Crete Corp. High Strength Concrete Lintels FL158.1 N/A MTW12 FL17244.8 ESR-3455 MTS12 FL10456 33 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A MTW16 FL17244.8 ESR-3455 MTS18 . FL1045834 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456 35 ESR-2613 MTW20 FL17244 8 ESR-3455 MTS20 FL10456 36 FSR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470 9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL10866.12 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL10866. 12 ESR-2616 PAU44 FL17239.13 - ESR-3449 HDU2-SDS2 5 FL10441.4 ESR-2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE --- ,.--- - --- ------------ ---- PAU06 FL17239. 13 ESR-3449 GLTV3.516 FL10887.8 ESR-2815 PH02A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL1724120 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2813 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 rl_17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 T H3 FL10456. 13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456 14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456. 11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL1045641 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FLID456.43 ESR-2613 SPT4 FL17244 32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244 32 ESR-3455 SP8 FL10456.45 ESR-2613 SPTB FL17244 32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244 32 ESR-3455 SPH6 FL1045647 ESR-2613 SPTH6 FL17244 32 ESR-3455 SPHB FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232 13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232 16 ESR-3445 HGUS5.25/12 FL11468. 11 SIM200804 TH0410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 TH0412 FL17232.16 ESR-3445 H D08-SDS3 FL10441.1 ESR-2330 THD612 FL17232. 16 ESR-3445 MSTAM24 FL11473. 19 SIM200802 FHDH414 FL17232.17 ESR-3445 MSTAM36 FL11473 19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDB FL17219 5 ER-0200 HHETA20 FL11473 9 SIM200802 LGT3-SDS25 FL11470 7 SIM200803 - - - LGUM26-2 FL 11473.12 SIM200802 - SHEET N0, PA 1.0 } O O U �a! 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