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HomeMy WebLinkAbout36083 Carriage Pine CtABBREVIATIONS 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 R. Foot/ Feet Red. Radius ADJ. Adjustable Ftg. Footing Ref. Refrigerator A.F.F. Above Finished Floor 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 Bffold 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 R. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int Interior S.L. Side Lights Cir. Clg. Circe Ceiling KlWall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear R. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Me$. Masonry T.O.M. Top of Masonry Dec. Decorative T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum TR TOWEL RING Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. Not to Scale VB VanityBase Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt Optional V.L. Versalam Ext. Exterior PC. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Flr. Finished Floor P.L. Parallam W/C Water Closet F.G. iced Glass PLF Pounds per linear foot W.A. Wedge Anchor Flr. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Flr Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 ADDED VAULT. CLG. ALL WORK SHALL COMPLY WITH P''NEW 7);zTE PREVAIL'r, DAZE6~ 9 RHILLS NATK ^I l ECT►�IC CODE, AND __' r?i1r;;s CITY '''iILLS ORDINANCES a ImENNAR� 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN ti FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS PAII A PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES IMEAN ROOF 30 FT. HIGH TYPICAL I FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titieblock of these documents that these documents be accurate, providing Licensed Professionals clear informabon. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 0�1 zo —o Z Q J CL CnI CD W cn w �U — OW fJi c o i�Ul)~ (� _o 0 Co r U 111 N M cccM cC1 .2 M —col '. Oo LL CO C Y ao Q 90) `o qo `f o A' NCB*DC B Dca UMWtr,i;eslia.:it;� `v it w U m 00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. 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 [V 0 (1) n > M O Q Q U - 0-- CL f— 00 � Z M ~ J CD W d' �Z W� zd fF .86 p WIZZ W Z pJ 2 8 l� v UJ w �© Z Z Z fX O Z Cl) Z -0 vai 3 L g O > � 0 JZ U a �q¢ZO J ♦ "r O U �ama oho'¢ N a N 0 Z Z N Cr CY IOUW Q W z "o� aLL� <Wo *k Zto Z a 4 J p m rn = aZ ,--I 0- cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. CS - I I HEADER SCHE I MARK I HEADER SIZE H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE 65'-0" T D S3 H.B.T I o 0 5-SH rn 6�� DP- R&S ---------- i BUILDER TO N PROVIDE 1-----_----- j APPLIANCE I I I I I PROTECTION I I I OWNER'S SUITE TB__^ =-0ir BAD W.I.C. 1 WHEN REQUIRED 2'-6" PER FBC I I I I I I I °' ■ 8'-0" CLG. - o CARPET TILE 8'-0" CLG. CA;v IRPET m 2 CAR GARAGE III II II 00 N r_ 7 jI 8'-0" CLG.Ito « I W �2 1T-08 - �- T-8" r� 20 -0 M w-T 110^ -' — 2668 I I I a l l _-2868- HANSON I I p l l i o ' BOX @ 36" I I EDGE OF SLAB 2" BEYOND WALL I I p I I I I I EDcc 0) - -I A.F.F. 60"x36" cc _ DRYER VENT K S3 r I w I I N SHOWER THRU ROO I J I > I O I I I I - Go__ S3 (4) 2x4 #2 SYP STUDS FIBERG SS T R&S I I X I I N W/ USP HTT4 @BASE RROU D s? - 11 1 I ( (OI T I T O I l l l I I I TYP @ 1 STORYIj 1 1 I �i I I I A 5'-4" I 4'-0" - -- PT. W OPT. D _. L_ U �I I I I I I I IIX — ¢ NOTE: FINISHED WALLS TO BE L FLUSH. VERIFY IN I I AHU I I HI io 8 C71G. I I FIELD. I I c7 I ^LE - - - K (4) 2x4 #2 SYP CC D -- 1 STUDS W/ USP S3 S3 R.A.G. 2868 , HTT4 @ BASE o FAMILY RM --- -- - — - - -0 O ^ `" 2:12 VAULTED CLG. " r 9'-4" CLG. CARPET - Fo -, - - . ` u'� - 3068 I o ''`° - 19 � CL - 1 0 ' ENTRY 23'-0$" 3'-,0" 7'-8^ 10-103^ �, 8 s«-I- 8'-0" CLG. -r - i HDR AT T-4" i -J II LLL i� R&S --------------- ------- r 2668 tb° a R&S 2668 - -- - - - - - - - - - - - 4'-0" 11-78 6'-10" N 4'-7" 8'-8" iv 5'� M 14'-6" 5'-4" t''' I N 7'-6" N -- _ i I-- 5068 B.F. 4068 B.F. OPT. I o REF. ;- BEDROOM 4 2 M N �o W PATIO CAFE -----__----_�-,-- / W F-__� - ---- : ;- - - '-0" CLG. 3CARPETBEDROOM 4 8'-0" CLG. CARPET CIDBEDROOM C14 D.W. ?j �-D-- 8'-0" CLG. M OA 0ein 0 E 00 _- NSI wisp CARPET ILE CARPET cw r � 20'-68 2'-2"2' « 10'-4" 10'4� - --! -- - I o '- 5-n 2'-4'. -- CIO L. m I CUD P-r 2" 1 o> / m TIDE - ` -- tv l `" - P NT Y o_ cOOo I I 1 TYP @ 1 ■ / L $- �o v STORY / _ -: . -- - FLAT C;L ;� COND. / x - . ,�� — •- I FIBERGLASS e� I A S3 O 0 � 16 " DEDEEP -SHI " I SURROUND iv - cm H.B� EGRESS EGRESS A O S3 O 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 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4' X 71/4" LVL 2.0E Fb=2950 General notes UL E R302.5 Owalling/Gerage Opening/Panatmtlo,n Protection_ • Openings from a private garage directly into a room used for REMARKS 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, equipped with self -closing device. • 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. I (2) - 2X4 #2 SYP W/ 1/2« ruuuw �u�t. UGC riaii wi I R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Reouired * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25j S.H. 13 20X38j 18JX371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62j S.H. 16 20X72 18JX71 j S.H. J 32 271/4 X 26 26 X 25 1 S.H. } 33 27 1/4 X 38 N/A S.H. 134 271 X 50 j N/A S.H. J 33 N/A 26 x 37 1 S.H. j 34 N/A 26 x 50 S.H. J 35 271 X 63 26 X 62 1/2 S.H. } 36 27 1 X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 j X 251 /2 S.H. 23 37 j X 38 1 36 j X 37 3/4 S.H. 24 37 j X 50 1 36 j X 50 S.H. 25 37 } X 63 36 j X 621 /2 S.H. 26 37 } X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75' TALL 731 WIDE S.H. 32 54 X 26 52 j X 25 } S.H. 33 54 X 38 1 52 j X 37 j 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 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 OE +23.0 / -25.2 O +23.0 / -28.9 GO SEE SN SHEET J SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND MASONRY HGT. @ 9-4"A.F.F. 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 "A" 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 I - `-- -"' (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 Z � o — Z CO Z Q J Z i--r w *� 0 U — O w Of = cc -E o tM v ' F-- O o (� U CO r` 0M LL W W ~ 1= C f0 M 'O 50 `Oo O 20), U d w li ao 5 0 co �Y Q m V7 OV 06 Q O A1 v`"°` rn k U- 44 0 J Ns ✓...,. Ply Q u- a 1 LZ y� ,. C S,LL .o Co To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f c) 0 Z � a) � 1>-I�MO Q U-) '0 Ln z a V) 0 C) N Q L-LL-Ln a i- . ai� U Q 00 Q E Z M WJo ~ t0 O ;R w� zaa zf� � '0 ? UD ozz Z�fYiJ 0. —jLL Lu Z zz ro az O r-i O J fo M S O > � F '^ vJ 0 J � _ W gl O LL ZO 0 'J aRQZO XOU N z U4 zW LU 0 Q N og� Z Ndi �o J LU oNO w� Q z nLUo tD Z �ji z m o g LU aV) a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. 1.0 a 00 MIRROR 0 M OWNER'S BATH KITCHEN ISLAND 0 M - - - } if --7 _f --1-�-,-- f : _ i t -- - r- t� r - - - - ;- OWNER'S BATH 6 0 M RANGE KITCHEN 0 eo KITCHEN BATH 2 0 M INTERIOR ELEVATIONS_ ( Z o — o z0a Z Q J d U)r Z 11 V (V W (/) LU Q U — Ow CLI I /) 12 E o M ♦— O _ O V U WM — U aim~ CcoM �FLM O O = Gj U N dcon O FL CO S ro CYO Qrn a u7 Oq.v �iQo A' N C B-D C • Z yT .'aX� c, 14z x c7r/T� 41 c a _Z z ?t� W a . M '+1�s!2� �tttt� �� w �U U m To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O� ram, Uro M O -MLn N L Ln < V CL Q 3: Z M J � W d- �Z w� zaa Q� c: �a 0 o: �ww�¢ 0zz U) J Q o �LL8 Q L J o�© Zo T Q QZ 1� O D M O > oC w s o o z �xOZ 0 N $�OZ 011 w a� Z �pw3 $o-2 N �OZ 18z§ ...I W Q H O Q z Z ¢LUZ a O � Z g t W = �o a Z d to F SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 2.0 1" x 3" SMOOTH TEXTURED BAND 12"R. HEEL _ 0 T.O.M. - - HDR HGT. 0 00 00 io TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� 12 5 N 12 o-r-------------- - �< F.FL. --------------------------------- 1" x 7" SMOOTH TEXTURED SILL / BAND 14'-0" RIDGE VENT 12 7_�5 „-A” n NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTCH FOAM DECO BRACKET AS NEEDED DECORATIVE BRACKET H O w 3 TAB SHINGLES. ROOF = INSTALLED AS PER MANUF. 3 SPECIFICATIONS p z 11-011 F -17 ____ 11 1z E 0 FE7 M M 7E] FF 11 1"x 9" SMOOTH F==� TEXTURED El El EEI El El D HEAD/ BAND [77]� »M ruin------------ 12 �5 15'-0" RIDGE VENT NOTE: • W = 1/2 OPENING DIM. • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED uz yr WINDOW winfH 2 DECORATIVE SHUTTER FRONT ELEVATION - A 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------- - - - T.O.M. ----------- ---------------------------------- --------------- ------------------------ 6" FASCIA (TYP) 2'-0" - TEXTURED _ o CEMENTICIOUS o0 60 FINISH ON C.M.U. io (TYP.) F.FL. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- LEFT ELEVATION - A It=1'-011 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 R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 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. R703.6.3 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. R703.8 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 contractions 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 5th Edition (2014) 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 o 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 comics vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • 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 (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT -Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 86,25 = Amount of D'Hagin Vents Needed 'a (D Z o — o Z Z Q J d z 0Q) 4-J LU p �U — p LU � c E o OM a U m M LU � WW~N 0 c0 Cl)C O 0 00 2 ai w LL ao Y Q rn f°nnr; 0 0 V rnQ o � I ....... i• C�1:; E LAN c i It(�• �na�i� co z "� Ale SSI LLW a 0///4tn . J f1101'' 11100 LLI b U U m ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N 0 cu N CD I>t M 0 M Q "� Ln in •L d" f2 !Z � IY V a p tp Z W J CD zz 3� w� za C/) } Z Z8a° Qzz I"_ IZ 0 w J J 1 • � p LL O LLI J O LOU zo }z W fz O r-1 Lu M Q U) can 3 s 0 > o 0 U (n ro z < � w O 0S 0. *k ^ ILL W �g Q3. d'_fCoe �ao Z N LU J Ln LI..I W FFj LL {y Y Q �.} Q Z Q LLI Z �1 Z Z m OUJ 2 ,--i a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.1 50 c 0( 12 5� T_O_M_ — --�—---- 1 r—On — — — — 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.) REAR ELEVATION - A SCALE: 1 /4"=V-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS M. 15'-0" RIDGE VENT 14*-0" RIDGE VENT 12 :!�5 T.O.M. ---------- HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-001 (TYP.) (TYP.) F.FL.--------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------ RIGHT ELEVATION - A SCALE: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 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. R703.6.3 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. R703.8 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 5th Edition (2014) 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 o 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 save or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA! SQ. FT. "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 86.26 = Amount of O Hagin Vents Needed (Dtp Z o — o Z cc Q "_J CL Z 0 Cn (D Q) N +-� L U p Du O LU E 0 mn U LL — cot WW ~ E �M 0) CM M N04 O o = 4) C) 0 L IL. 00 7 mar; ¢ tM ov �i<0 A a 1 Do hCeDC IV SRO W /V LO `�� 4t�lz' Z c a •�• W v i W N O L L11 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z cV 0 4a) Q .53 %D 0 > J.) M Q -� Ll� z in ON (1) LL 0- n CC V fu Q E' 00 z WJ C:) oZ LU Z.. C z a� f H �Zso O zowu iz Q t9lfW zz TI W m�© _J W z2 >0 r� aZ O M 0 o �g o > C: z U w LU OZ LU OU V Ow LU QQQfu Q Oce Q Z fV o 0 o Z LL1 J N Ln rl Li LLJ a�� < Eaa Q QLLJ Z adz Z dz Jp m � = air UJ ,-t a (All SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.2 ELECTRICAL SPECIFICATION (VOTES: 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 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 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 comer counters. 1W W ►1 ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER 915 copper to 0pma & ouaets NEidA 1 200 AMP #12 copper to 20 amp dre #10-2 copper tc wH #10.3 copper to Dryer MAIN A41 O0 or 4/0 SER Alu 200 amp 150 amp ==j iaconned POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 08, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2011 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 - 2011, LOCAL CODES AND THE LOCAL POWER CO. DISCONNECT H.B. VLVI Vll1 f_V r1LVLr t/lvt-L FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. VERIFY METER LOCATION WITH MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" UlLl� Z O zCD z� Q O J rz Z W rn (D(Zt i--J Lu Q ' O w I— V) o H �� M OO m U LU �M C1 t9 M — 0 W®~EM 0.20 _ U� LLco 00 �o Sao LOa� Qrn rnQo A' NC ByDC C, .n o V N °' . CV Z Z �Z Lou.'> —J-j N N-° �aLLI tL ILL. o'ca W _ N i1 au_LL o ZUDLL 0 in Z oQ _O:�aoa ZNl7mno mm Zyz�°'� LLWad M ¢� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. 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 00)N �°o f� a)M� tn•L� Z a 2: (n 0 Q LL 00 i�3-Q00 c( E Z M J CD Wko Mill oZ 3� w� Za Z i- z airs C Wzj �wz J Lu f J 7_i U pJ WOW K O VV W N Z �W© Z Zo li Q U f Z 0 w a to 3 fo IM LLJ 0 O CU ; U a O LL LLJ < �QZo �; aG► o1�0 J.N Z QJU_ Y I~ UOJ �i�m� N zQo� cac G �g Q F- $ago Z N LLI Zo QX Z L U oZ Q Z i290 l0 Z Z a j NZ Z o 0 J = - a Z rn ,-_4 a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 4.0 VENTED SOFFIT 46 SQ. FT. .� •J 0 CP :12� SLOPE ZONE-1 ATTIC SPACE 2373 SQ. FT. :60 LLP .0 .. .. .N :::::.............::: •ki'i.... ..... ..... . H Z .. LLI LL 1`00GE , O 0 14'-0' RIDGE VENT W a VENTED SOFFIT 67 SQ. FT. VENTED SOFFIT 58 SQ. FT. . w..• .. . . . ........... .......... . ..... .. ..... .... .. . ... ....... . . . ..... . .........: t:. �'. t:. t:. t'. :y6o 7 5:12 SLOP VENTED SOFFIT 8 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT, Total SO. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation required soffit ventilation vented soffit be provided by upper . Ventilation Ventilation (See Elev ) needed required needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT VENTED SOFFIT 19 SQ. FT. VENTED SOFFIT 10 SQ. FT. kri VENT• • '• '. • • . •. • I N RIDGE O co ROOF PLAN SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 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. R703.6.3 Water-Resisiflve 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. R703.8 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 5th Edition (2014) 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 o the space to be ventileted.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 comics 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 SQ. IN. OF NET FREE AREA / SQ. FT. 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = (Unear Ft. of Deck-Alr Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)186.26 = Amount of allagin Vents Needed 61 U1� Z M —o Z tO z Q a. v, z L/71 Q) U—) w � o U — Ow N Of E 0 co O C)U (6 U in ku M LLI a nit M L` p M O 0 U = ai U� �LLo �a� 0 C' 0 Q 0) p v A 1 B D0 �Ca" sW kw F 'jA.,) � i. 1t �.) �� .� aLL ,t�.• Z e � �? � .. v^ m a t it 7':�tp1� �l i W .40 w �0 U In ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z� 0 n H M O M Q V)(0Ln ill vr,•L� L Q ^ .fy) z Q U Q. O E WJ C:) J 0 uJ za z f z80 Ow� O�z J K 04 (O Z IN z 2 p <z g z O z -0 fu M m3 G \ n- ` O OU cn- LL0 0 N c doa *k ^ Z� Qfo r-4 z LU L W Q W z �0 9WO oz a LLIz V �O z a J 0 °° O o g i a z rn __I 0- to I III SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO• 10 SHEET NO. 5.0 4 d 4 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) 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 55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE MESH ON V-0" 6'-0" 6'-0' 6'-0" 6'-0" 5'-* T-1t IN FS E PLAN. SHOWN TI REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY 1 " LU U.N.O. 3-0_� w S3 H.B. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i •°• •°• i ----------� --- �: -- ---------T; — -- BUILDER TO +-- ------, 4'-0" .. 12'-1" W.H. PROVIDE APPLIANCE (2) #5 REBAR I O I 0•-0., • • :: ; • . • I PROT PROTECTION WHEN WREQUIREDI VERTICALS w/ in .. FILLED CELL I PER FBC 35`-4" • • 20'-6" 3-1/2" MIN 3000 PSI CONC.,., 00 I SLAB FOR HERNANDO I ^` T ' ' I : • K F14 I J v I COUNTY ONLY `� '' S3 S3 3-1/2" MIN 2500 PSI CONC I SLAB OVER 6 MIL VISQUEEN 2'-7t V-q" VAPOR BARRIER — •GJ • — CJ CJ :, io a) i I i ^ • 5'-3" 1'-10" T-6" , T 1 I O O7TDI : -3 1/2" `r M <) 2'-6"x2'-6"X1'-0" FTG G - W/ (3) #5 E.W. S3 . -.- -._ _.- T-5" SLOPE T-1" (2) #5 REBAAR ■ ' I . ; I ^ • • 74' x 2'-6" x 1'-0" I • • AHU I I I VERTICALSFILLED W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. i:l I CC :: / / I S3 S3 ici CELin e0 1 S3 - - - (- - - - --C�Jeo ...::: •''.'•.'•'•'•'•'.'•-'-'-'-'-'- I 25'-111.. 0D I / / 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. I INDICATES FILLED CELL w/ 3000 PSI 1 �i' PROVIDE YZ" x 9" 'r) CONC. GROUT FROM FT. TOBEAM/ RECESS FOR FRT. POOR W/ (1) #5 REBAR VERT ABOVE SLAB I All I SLOPE I L S3 is o in // 4'-0" 4'-4" 4'-6" TYP @ ALL PLACES SHOWN II / / TOP OFCONC.IPAVERT BE4" HVAC CHASE1. BASED ON Z�l 0':0:::::::::: , ■ HOOKED FTG. DOWELS 5" EM BED / BELOW FIN. FLR. � :::::.. ; .. : ■ ■ ■ ■ W/ 25" EXT. ABOVE SLAB "GF�ADE 40 I / LOCATION I ... ........... • : ::::.:::::::::::: ::::::..::: • • • . • • • ��/ 7 •• l—• .... .. .. ... ... ... .. . ISTEEL" I / ---.--«---- 4'-0" i 16'-10" •12'-10" . o . '.: • 10-101q" c �) STEPS AS I 1, I I / i' / I . '.::: '.'. ' : .' . I PROVIDE 1 Y2 RECESS REQUIRED PER FIELD FOR SGD. REFER TO / KITCHEN ISLAND : ' ' I MASON'S SLOPE FOR / OPT. • • . ' " """"""' " " "' "�'•'• / LOW WALLS , . • i ics •• ' ' '�'•'" ' '•" " I ' CONDITIONS • WIDTH CJ - - - - - - CJ .. CJ •■ / �'1' r------ ■; REF. - - -�_ - - - - - - - - - I - _ —_ — = — t- om-_-----����_� ::IF - - I CHASE TO ISLAND ITYP t I oil @ 1 STORY U.N.O. .,�... I D.W. I oo I} t i A o 00 c S3 I I:; /LO I / / I LL � _ �- - - - I .. r / .. III S3 in I i / SINK / DISP :: ' • { t M I 16'-0" 2'- V-10" ..... :: t :: °'-011 � I I I III r I . t............................ 1 T-0" H.B.; 64" L 14 L 3'48" TYP @ 1 STORY U.N.O. A S3 _in" 1 2-1 Off' 1 5'-11-212" I r._n" I R'_A" FOUNDATION PLAN SCALE: Y4"=1'-0" CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" kr ,: #5 CONT REINF. SEE :. •' FND. FOR QUANTITY ,', ; ;r #5 X 25" X 25" CORNER •� ,•� ,;�; �; BAR ONE FOR EA. ' • ' ; HORIZ. REBAR, TYP. U.N.O. "Alternate: .':'::.':': ::': ;:%.• • : .- _ ; • The reinf. bars shall be :r,: ��,: �:=, fir,: �� cont. around comer by cold • • ••�Y,: • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"=V-0" C� Z o Z Z Q J d Cn Z W Cn i--r w C) .0 O w N � E o U w pM C M tM po WW ♦— U W:pM ` 000 2 ai Ua�i t ti ao Sao Q Of Q O A' NCBiDC d i t.I-) r F CAD ��,• CD 0.cam - ii LL LL o U0ZtoZ To the best of the Engineer's knowledge, information, and❑ belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 � n r>(nMc) M fu f2 (n L I� Q 0- " f-- . rn CC V fl- 00 Q Z J LU � d« jR w� Z.- o,0 Z �LE8 w=¢ gZ ZQ � LU J O NORM F® � oN ZZ �o 2:z O M Z 3 O O 0 �g U Z 0 f o� a�� 0 G *k N Zdo°d a¢3 Q 10go: Z N 2 19,o� JLij CILLI pZ8 U '1 9 a d- G Q Q z Q F W Z Z m O W _ -2 ¢ 2 f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES 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 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META201 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 110 -10d X 1 1/2" F HHETA201 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 518" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28) 1 0dx1-1/2 K HD3 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 "* 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 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 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d -1 1/2" 1ATW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET' EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS ^X^ HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 -10d SPT24 1030 12 -10d 645 555 12-10d X 1 1/2" " MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS - ROOF = L / 360 FLOOR = L 1480 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) (+ t OR 2 PLY Fri/ CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6-) *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 4V OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY R-1 (A) INTERSECTIONS. SPLICING ! 2 x CONTLE DGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'4r 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: %4"=V-0" QD!P Z o Z �O Z Q a cnn/i,, CD Q) cn w � p "V — O w I" F- 0 m r- U n M IJJ —00 WW ~ E M C m M NU -co 000 2 m U y �s�-00 y n O05 LyY Q 00 L0]0� Q o F� I `ti t• �j�`iJl:y�q� N. 43 ilk CIA Z w�i��9a`o �. `f — Lsi° ii- -.N o _ Gish V L m rn f--, � t� "s. a C ``IR Z W �I��CES�,gC� tin 6Ap y".❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z cV a� 02 O ►►>-I C0 O M Q U) M Lr) IZ in •L et 0� Q LL Q � U a� a E" Z J W Tr 0 �o Z d Z o?g0 CL Z �fLu C'3 Z U- F�© oz Zo 01 aU f Z O �--I cc I � v MCr s z J Q O ? �O O U iz ^^(o LL L - o J r O0 Eia apw3 Z Z w fV V) W Wo�U- o ,R� —J rl L1J o w o Nr" �O Q Z Z -~o Z MCY Cz m ° o g = az v a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L1180, 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 vertcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load �� . 0 Sate vertical load + Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE O O O •• O 8F8-1B/1T 8F8-0B/1T APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALffY 0 0 8RF6-08/1 T © O O o• O O O 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F44 1B/1T8F401B/1T 8RF400BAT 8F321B/1T ® © ® 8 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T U a tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-T-f' p�Tntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3V aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. ;�: ,�� O O 8F16-1B/1T �'. ® 0,0 8F20-0B% T 8F20-1B/ T 8F20-1B-2T O O 8F24-0B/1T O 8F24-1BAT O #5 REBAR TOP ALTERNATE POWERS IN. (1) REQ'D d d 1/2" CLEAR STEEL LINTEL d d M.U. #5 REBAR AT TOP d v d MIN. (1) REQ'D ° 4 1-1/2" CLEAR d d d GROUT D < <1 y a� 4 ° REBAR AT = y W " BOTTOM OF LINTEL CAVITY c�i W o V ) � - 4 , -BOTTOM 0 It 0 o Z REINFORCING a cd 00 \ /8"ACTUAL PROVIDED IN LINTEL iq •' D p MINAL WIDTH wp `N° 9 Q p a (VARIES) m IT a 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 manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementltiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O V-10" LL LINTEL PLAN SCALE: %4"=1'-0" c� Z o Z C° Z Q J z W (DIM 4_j w U O W Lv rr^^ E o CO v , i - tV U O O W ~ O -00 �co to Cl) Cl) N a Ooo _ � Um FL Nao !~ Y Q 07 Lo 0 V O Q 0. A' N C B D C -� (lY-:+% _ `amp¢ Q N LL �Y � LL T1 77n Y 13f9t). C Z .t W a o .er i,` a` LLZ O MUJI .� J O U U co ❑❑ To the best of the Engineer's knowledge, informationand belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. 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 f%j 0 � N U7 t,D t>-t M O QV'�� a "i U n Q � U_ V a.00 Q C Z Lu J C) W J Z w2 Za Z S� Z80 F2w 2 E Z z J J TI 8LUIg W N W mZp 0 to 2 Z 1� } O �z O M a3 p > � C: Z J g U (uf a W W a�O p X 0. 7 i--m (V J zoo` 'lu7aQa Mix Z Z N o, � o W J ri c� Q W Z �0z a W � OZ8 O Y a aF ¢�z rr�� Ro o to Z g =LU rn Z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 8.0 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER E. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW CONSU USE. S SS 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 (SB )DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC 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 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 34NCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, 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 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, 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 Yz 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, ITEMS 10 AND 11 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 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 61TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, 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) 5th ad. (2014) 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 TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. E AN SHALL INCLUDE: REG . P D DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A 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 V GROUT FILLED MASONRY: a" 4.1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 /A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 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 A36136M 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 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 A36136M 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 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection ancrtreatment 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. Irriggation/sprinkler systems includingg all risers and spay heads shall not be installed wi hin 1'-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. 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 forted. 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 rainfall occurs before vapor retarder placement, retreatment Is regquired. 9. FRC tRbelrBemoved �ieioee eoicvtero our 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 vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1- All buildings are required to have pre -construction treatment. 13. FRC R318.1- A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certficate 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 = II 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS N =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CO 0 S S 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 , OLUTIONS INC. PRIOR TO THE COMMENCEMENT OF SOLUTIONS, CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE a". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. (D", z�®z� Z Q t^/), W cn ;-J w � o U - 0 w N C -E o M 1--- (� O O m U L U �, M CM ' 8 ® ~ � D M O `0 0 Uca °'i 05 aef Y a o In O Q rn CL Q o B D. CO N � Le ., 26 _ `uy a. J c r o ,-4 No m: , au i'� 6 W: V 'Co r l' a= oa.�. r�•`�� ♦�.-fVw.a 10 C11 IL o o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z 0 a n V)'5� r>iO Q V) Ln ♦ - to L Q LL Q V ry 00 Q �� Z WJ C:) oZ 12 z a fa r~ ��Ia rz86 KWO Lu �zz"Z J � � Lu - Lu W N co 8Wo Z L J - I zz Z �z 8 f Z r'I Z Z O -a 3 S J O L. > i Q � U F /(emu LL F_ = 0 J ��OCQS jo N � �00a 0-Ft �F W Q z Q W 3: � Z N cc aMo J LU jW'z F"o LLJ QI 0 Y a a l� *k Q Z Z z ¢Wz a Z m z LU J p a ��!/.�l - J i- Z Lu 0- to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. SN CORNER OF HOME GARAGE SIDE w ROOF DIAPHRAGM NAILING SCHEDULE PIMP I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + +ra + + + + + + + + + + + + + ...... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6' 0" + + + V-0" + + + + + + +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + ++ +++ ++++++++ + cr' 15/32" CDX 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 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x— + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap k i FILL CELLS STD. 90" HOOK BOND BEAM w Ir j STD. 90" CONT. #5 HOOK BAR CONT. #5 BAR OOC #5 CONT. FROM ON TOUHI HEIST --------- IF --------- IF- BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI \\ MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. ) Small 2�' min. 2" max gap • � 4 max. i I Clinch nails when \ possible \ 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit \, 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2� min. required when indicated or 4 max. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 101-0 at bearing. TANK -LESS W/H /> H C G O O O 5'-0" STUB -OUT FOR 1'-0" 0 9 c GAS METER O O � a CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL ""ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 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. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam QD Boise Joist Blockingp ilsa3"11WnailsatO"nr Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist Bearing Location - Series Depth End Intermediate (6 BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI6000SO11-7/8" BC16500s® 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI605P 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d. 5-16d 16" 6-16d I 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — A 1Yj' ROUND HOLE MAYs 0 NOT CUT HOLES 611 BE CUT ANYWHERE IN 6�� 6" CANTILEVER LARGER THAN 1Y° THE WEB. PROVIDE AT A ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 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 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Joist hanger USP MUG 5/8"0 THRU BOLT US ML R TRUSS 'OP PLATE TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)Nail with with 10-10d nails.— \ Install tight to top flange. SLEEVE THRU STEM ". SEE PLAN FOR °• ° .. Z. FOUNDATION INFO ` d ° d' \ STEM FOUNDATION Filler block. \ \� Nail with \ 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height —� requirements �0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. GRADE r-REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE A d d ° 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 d°' ° as L' A ta A C d v SEE FND. PLN. SIZE & REINF. (Din Z o 1-94 — o z z Q a. cn 4-1 w � p U — 0 w o 9cn �U171 U m o w ~ — O N rNi C) fB M 6 cM O o 0 8 2 ai am UWC � li ao -00 Y C er A' N- C 6 D C 46�C1cl+l:t�j��re N }vt �y ov :n 0 t >� ¢ W o N woC "L9 3 z ❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 �,�kD M O M < M LO °- n ''_ L_L� CL 0Y V a- 00 z a E� z § Z W d-• oZ Za Z� E $E80 ow �8Wz ° J W K0. z J d- w �°` 8g LL N W �Wo ° " ZZ >8 a8 Zcn f O 3 M 8 0 U I _ fu U JJ Q Q W u, Q LL Z aft~ 0 J O M 5 :�r ~ Ur,mo Zaoa (V 3 a a�' F- 0 cg � Z w N Ln CY a0= _J rl LJ.I Iii o W 8 E < E� � Q Q Z 8 ¢ LU Z rn .�rW�..J. - � W y J ° ¢ Z Lu ,--t 0- cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING � TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 5/8„ OR 1/2 HIGH STRENGTH 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE "X" @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES USP SPT24 TOP PLATE (1) ROW 2x BLOCKING @ MID CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & c SLAB & BLOCK SP SPT22 CONNECTOR „° "" „ „ ----USP SPT22 CONNECTOR @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ @ 24 O.C. W/ 5/8 x 10 J BOLT (2) #5 CONT. ON 3" `-�" 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) 6 x 6 W1.4 x WR M ELEV. U-0" (ALT: 1/2 x12 TITEN HD @ 24 2x P.T. BOTTOM PLATE ( @ 24 /;` x P.T. BOTTOM PLATE '- '- " " " ALT: 1/2"x12" TITEN HD " (1) LAYER TYPE II (#30) CHAIRS (TYP.) WWF OR FIBERMESH `'' O.C. OR 5/8"x10' WEDGE ANCHOR UNDERLAYMENT FOR O.C. OR 5/8"x10' WEDGE ANCHOR " x6W1.4xW1.4 " 6x6W1.4xW1.4 ROOF PITCH 4:�12 & (2) LAYERS ° ° ° ° A.F.F. @ 24 O.C.) 2 WWF OR FIBERMESH @ 24 O.C.) 2„ WWF OR FIBERMESH TYPE I OR TYPE II (#15 OR #30) _ - ° o. _ _ _ ° C7 31/2" MIN. 31/2"MIN. UNDERLAYMENT FOR ROOF : ' D - I - a _ °... ° ELEV.-0'-31/2" ZZ PITCH 4:K12. ' - „ ' ° I T a a ° °4 2x4 CONT. a ° ° 4 A.F.F. T p PRE ENGINEERED WOOD _ _ _ IILL °° ° o s n ° ° �� �31/2"(min.)�4r' TRUSS @ 24" O.C. U.N.O. _ HURRICANE ANCHOR @ EACH _ -� - ' I , ° Q'. I I °... ° a. a N 31/2"(min. 4" - ° •' TRUSS (SEE UPLIFT SCHED.) W/ 8" —I I - I I I i r GARAGE DEPTH VARIES METAL PL. UNDER EA. TRUSS Q. - - - MOISTURE BARRIER ° a ° g ° 4" 1'-4" 8" TYPICAL INTERIOR BEARING (2) #5 CONT. '''-t SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT rG G GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP @ SHEARWALL NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" "SHEAR WALL" SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP, TYPE "X" @ GARAGE \12-N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK {SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E N r ° i• °° C M C I o = � 6 MIL VAPOR z_ r BARRIER r rI> c COMP. SOIL. e T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS O.H.D. RECESS �t z ej ;'. go SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. • ur�l►. rd� 11 11���'�I � � •l�Ilt�"'lll�� TYPICAL BEARING WALL • STEP GoN` �V OS�GJ� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �s.1`0 NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. —44 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �GaN�� s (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. 2x STUDS @ 16"0/C (2) ROWS OF 2x BLOCKING @ FOR WALL HGT. 8'-6". (2) LOAD BEARING OR < THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: ROWS 2x BLOCKING @ 3rd PTS 1"x P.T. STUD SEE SECTION C/S3 FOR FOR WALL HGT. > X-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 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 NOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. BOLT INFO. @ 24"" O.C.BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"- EXPANSION BOLT @24 " O.C. IF NO UP LIFT ON @ 24 .VERT. OR SP SPT22 EA. STUD W/ 7" EMBEDMENT MIN. SHEAR ( 5/8" x 6" EPDXY BOLT OR @ 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ ( 3500#, MIN. TENSION 2600# (6)1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) *USP SPT22 TYP. SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = FIBERMESH r 2x P.T. PLATE EEP SCREED INSTALLED BAR w r END OF 2" x PLATE WWF OR FIBERMESH - c PER MANUF. a ASSUMED FINISHED #3 OR #4 REINFORCING BAR w GRADE o„ o o D z #3 & #4 LAP SPLICE GRADE40MIN.Fy=40ksi a r ° p T FINISH GRADE °O X- [GRADE 60 MIN. Fy= 60ksi] N - p MONO OR STEMWALL ° Cl) I I— a � 25" MIN. LAP [30" MIN. LAP] g tT — — v — — FOOTING MONO SHOWN - FOR CLARITY D °o D _ _ _ O0 6 MIL VAPOR BARRIER R > ° °0 w p o I —III —III —I I i—III—III=� I I '. - N z #5 REINFORCING BAR R 1 7/8" � I ' III —III —III —III —III —III Z , p ° - (2) #5 CONT.- NOTE:AR- - =III=III=III=III—III— — i ON 3" • •. '� � #5 LAP SPLICE 8" 1'-4" 8" g III —III —III —III —III —III- N o 36" MIN. LAP [3s" MIN. LAP] S *FOR BEARING WALL =III= 11= I = I (=I I (_' COMP. SOIL. (COMPACTED TO (TYP.) W/ UPLIFT ONLY _ _ _ _ _ _ _ - _ - - 95% MODIFIED PROCTOR ASTM ' - 10" III=III=III=1 i I=III=III=I I 1=1 I=III=III=III=I 1=III=III=III=I I I D 1557) 11 I =1 =III—III—III=III=III=III— I=1 11= = I= —I I=1 I 1-'' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK "—=1Ti=Ti--I Ti ;III-III-IT=11'- #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS CV ' M _ v 4" I r a0 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE co a • - ,a II II 1 II 11) #5 REBAR w/ OPT. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101, J CONT. BEAD SEALANT Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. -31 d . �A�GGARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT " TENSION 120#) CONCRETE SLAB E v 6x6W1.4xW1.4 N ' 00 T WWF OR FIBERMESH M 04 11=1 ° M 6 MIL VAPOR BARRIER - I I I =III -I 1=1 =1=1I- _,I I ,,III I III It 4" 4" INTERIOR WALL SLAB STEP NON—BRG. K SCALE:3/4"=1'-0" S3 MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 tIt S.G.D. (U.N.O.) WWF OR FIBERMESH N c C E ° _ — N , d M 6 SEE A/S3/J/S6 " "� 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS C& S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS e TO FOUNDATION PAD E d CONT. FOOTING STEEL MAT REINFORCING. c,4 ' Cl) 00 � � ;III —III °' °. °• I —III —I i t—I � I —I' Z w W 0 o rn = I I I_ 11=1 1=1 1 Z • a1 ". = Z �- U 1—114. III III —III —III —III —III III=1 I 1=1 I— FOOTING -I I —I 11=1 I =1 I I I I I-1 I 1=1 BEYOND PAD REINFORCEMENT (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 CO tp Z o Z Z Q J a z C cn �--� w p 'U — 0 LU t/i C = o �� Or- o U (6 m �, M LU ~ `3, M M ` O N cOi W W U LL OD (1)05 C Y Q rn r , O O "r < A, N•C •B.D�C � sr Fyn CN � J :`� �ul �o_,.. i., : �UC Wcr3 wmv u. _ z LL'A j, lie 2, ig To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z [V 0 v 1� M F>� -IO M DLr) UNi•On HIL CL \� ce U p- 0O0 Q � � � Z � W J�~ �t 0z zaa z c J f� a �5E80, O a g QWZ LU it f TI gWLLs TT� V' J Q Z�Z© zz O Q. S 0 Z O (n fu a Q Q Z Lu ZO aUYU� o J� 3 Q O c� R fV LL Z�-H �ao� Q N $0-90 Z No�o �o J LU Qzo SWz d- Q Z ¢ k Z a� mZ m O g LU <M a cn f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S3 (MONO) VENT OR 2ND FLOOR (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS CONNECTION FOR CLEAN -OUT @ 8" O.C. OR 4d 2x DEAD WOOD @ MID MIN. EXTENSION FROM DRYWALL NAILS POINT w/ (3)12d EXTERIOR FACE OF BLOCK TONEAILS SPACED WALL IS 1 1/2" MAXIMUM DOUBLE 2x TOP EVENLY EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 21/4" HEADER FLUSH TO OUTSIDE OPTION TO DRAIN _j \(Np) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. St� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT BLOCK W/ (1) #5 DOUBLE 2x4 SPF #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER �,��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 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 GENERALNOTES 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. 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 / ��I!!■i�il�I�lE�l�l�!4�1®� • • . •. • � � • • ■■i!I III■■ �1i91 1911 ■■I�� III■ NOTES: 1Q 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 V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE G S4 J T W O 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 SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 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) BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO [TRUSS BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END ° WALL d d d ° DOOR STOP W Uj ° MOLDING z 2x TOP PLATE � GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE AIS3 FOR STAGGERED FROM BOT. Vvv, • , v,�., REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. SCALE: N.T.S. S4 rw� sFFA oOh� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 W/ (6) 10dx1)/2"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIZE EA END EA END EA END EA END V-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) 1 (2) (1) USP LSTA30 9' -16' (3) (4) (2) 1 (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"x10" OR 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 N/; ** HOLD DOWN CONNECTIONS Op 00,4 NOT REQUIRED @ BEARING FNi4,0 WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL rQ 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 X P.T. .14 PLATE 4 �o TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS LINTEL d USP SPT SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 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 (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 %9. SPLICE STAGGERED . �10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 USP SPT4--i USP gPT9d1 nc I- rUSP SPT4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d USP SPT24 NAILED INTO TRANSOM FRAMING SPT22 SP SPT4 C INTO TRANSOM FRAMING SP SPT22 SPT4 I I[UUSPSPT4 SCALE: N.T.S. 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED Eo I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SP SPT4 C ,' 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED ROOF TRUSS ABOVE /- 2X BLOCKING ---(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. C MASONRY WALL TRANSOM FRAMING 0 o BEYOND. PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES J�D & 8" O/C FIELD L: SPT4 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLYWOOD MASONRY SHEATHING WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 C� (D z o z(0 z Q 1 U) zCz W cn 4-J w •Q w Of r/' Vr�) ►- E 0 M v F- �U O 0 mF�- M w •, C� M M t0 R7 cM O `0 cm, y W W w LL CO Y 0 In 0 r Q rn rn�o A B 1 Do ".0 aro r,•y 1 C� � - ••• ��' (° .~i Coil N r • LJ� C bt .. Q LL;LL p <- O a rI W N6 _ b () 0 m 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f CD Z NO 0 aJ N CD > rn C)M fu 'n N Ln LL- Q 15<7 U a00 Z E WJ to V_ �R cc a LU U480, �wZa W00 Z w Q. z I Q 8 " r-1 oN Z O Y U zz O v 3 M a z > = 0 U (n fa 0) �a �f ir o © Q a tj 41; W tj�98 Q oW ~Q 0 YaIR Z Z N U, Q Q Z~o 0 {w2 LL Y Q W /y �F l0 Z Z Iz dZ M LLI o Lu z a cn f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORDOR SHEATHING DETAIL EA. OUTLOOKER - SEE BLOCKING F �77f@ OUTLOOKER ELEVATIONS)AL FIRST FOUR 24" O.C. SEE STRUCTURAL- ROWS OF 45• t 24" MAX. TOP CORD BLOCKING 45•t 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4" MAX.EA. OUTLOOKER SCHEDULE FOR EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM 48" O.C. EACH JOINT W/ (3) 10d LEAST WEB @ 8'-0" O/C. EXTEND @LEAST 90% OF USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ LE A LENGTH (SEE TABLE) (SEE 2x4 CROSS BRACE WEB LENGTH &NOTCH @ SPT4 @ EA, EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL -SEE NAILS @ EA. END SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d • WALL SECTION FOR SPACING ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ •• FROM LEDGER TP 2x4 PANEL BLOCKING — —� ATTACHED W/ 10d EA. END BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILSTNT (2)16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING V1ll (2) i6-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) 0@ O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE " " OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.0. TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH "J" MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. WEEP SCREED INSTALLED PER MANUF. W/ (2) 16-d TOENAILS 10dx3" @ 4" O/C 5/8"x 10" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER T USP HTA20 @ EA. TRUSS @ ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM . O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT. WEB MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 1 2 SECTION 3 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR N SEE STRUCTURAL — X-BRACING, AND TOP NOTES AND NAILING CHORD BLOCKING N ;o SCHEDULE FOR SP HGAM10 W/ (4) 4"xl-3/4" WEDGE << INFORMATION O0 SHEATHING DETAIL OLTS & (4) SDS 1/4" 1 1 1 •. 2"x4" CROSS BRACE 1 1/2" SCREWS WOOD TRUSSES 00 co APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 " 1 1 " 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 n �� (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" (4) FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 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 INTO EACHSIDE FACE OF B.OU C., SAMEINUMBER OF ROWS SAME(ONE 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 �) IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIrT N. SEEEMM/S5 CROSS BRACING DETAIL l 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 I s •01 I. ...1.j 11 a,• dla \ •. 1 .N .. �� a.• a '� .n tt e• "•�. 6 Ir a•.e"•� . CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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 l/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 8d @ 6"O/C WOOD TRUSSES (2)16d NAILS W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 1__1_11�SEE PLAN FOR CONNECTION 1/2" SCREWS 2x4 "TON TOP OF PANEL—/ BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS . SECTION 9 SCALE: N.T.S. S5 `MINIMUM (2)16d PER JOINT \—MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 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 TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "U' BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SP 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 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" 0.C— TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 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 "T" BRACE 7 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.�p NON -LOAD BEARING LOCATIOf� (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.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. LU 0 a qc� CORNER JACK Y Q W z er 0 U E S5 0 z w a 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. IN NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & 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 MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 V z M z° z Q J Ln C9 � �/ cn i--J w •� 0 0 W ct/^i o Cl) �v' O U m 04 4, M L.0 — 03 ce) mm 020 2 ai U� A-- LL 00 NQo fti Y Qrn y� tc�L 0 �i0 A' B D N.0 B.D C � �de O `.''r•May Z -M • r LW -W El El To the best of the Engineers knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z 0 1� I/'--i M O M Q U) Ln a � .L 2 Ln Q LL CC U C 00 Q � Z WJ CD uj z a f� r am oW�d �zZ. LU ZZ Z 2 of (� Yo < Z fu M w �3 0 Z OV U.)fu of Ts� � Wwq W Q Z <«� Q W �a_ Z Z W N Ln s -o � �Z J 6i O = § 2ao I� �t E ¢ Q z < Z z z ; z <Z m g = f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2v0 SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER P T TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. 1 PROPER INSTALLATION MAX. $" DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS N. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4 PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16"� FURRING Ei! T 16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING �P )BAR 4` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE WI 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 ` ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED 16 O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 1� 3 DETAIL STD. 90^ 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16"L17 METAL SEAT PLATE 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR { TO SHT. SDW2-K1 CONN. DETAIL ` BOTTOM OF BAND D TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS „ 10d @ 12 O.C. 1 X 4 J FURRING _ — 2X8 P.T. WITH 3/16"0 X 3" ' f2„ NOTC F,0 @FIRST COURSE USP HGAM10 12" O.C. w/4-SDS @ 1/4x1 1/2" SCREWS INTO BAND LONG TAPCONS 2X8 P.T. 2X8 ` „ 2x P.T. AS REQ'D STAGGERED @ 16" O.C. I ` JOIST & (4) 3/16"x1-3/4 WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL t5^ NOTCH WEB AT THE FIRST 2 COURSES ' BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A'A =1890 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX �. SOLID W/GROUT 2'-0' 8" 1-PLY PRE-ENGINEERED TRUSS , 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6)" x 24" BLOCK HEADER TAPCONS 1/2" DRYWALL ' ` (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1? NAILS AND 8d NAILS AT 8„ O.C. AT BUCK LEAVE A CUTOUT IN O.S.B. ON THE (4) T" X 1 t" WEDGE BOLTS [ (1) STRAP =1225 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) INSIDE TO ALLOW FOR INSULATION 2 STRAPS 2450# () �) :'. 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. - IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR ;:........, .,;. FURTHER INSTRUCTIONS. ° 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 OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR -,ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8El 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. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y2 WOOD 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY xO (2)10d NAILS @ 8" O.C. ARCH DETAIL J WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 �FNOT N PLYWOOD SHEATHING 1 r-0or 51-011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° "� WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ` ' ► „ EMBEDMENT INTO /4 MAX ) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS • ° ' ' ' :� #5 BAR 2'-0" 8" + + SOFFIT • ►: .:, • p °° �" • D' CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + ► _ TOP 1 X 4 FURRING BLKG. & BUCKIN 2X6 TO 2X4 USP RT3A 2X4 SYP • • . ' • e - • , KNOCKOUT / N EACH TRUSS a •B . ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d s CONNECTOR PROVIDE 2 x 8 DIAG. BRACE BTWPILI NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) � MONO FOOTING - -- •e •' e VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL . SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -� ° .► 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL •. ! DIRT 4 z TO BE INSTALLED BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN PRECAST LINTEL •••'. °ffTANDARD c SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ► HOOK iv TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED W/ 2 #6 X 4%" WOOD ) () FOR OVER HANG FILLED CELL, -� -.� -�, , . -� , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ... �- �. k, V :. L, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" L INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. . � . , f , f , f , , Sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. B-gMONO TO STEMWALL FOOTING PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'•0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "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 BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" 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. cr Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_0" 5"EMBEDMENT & 3"MIN. co SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F EDGE DISTANCE < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , p U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° ;: ;' o v a A REINFORCING AS FOLLOWS: �; =:' ' Q 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;:;:::..:.�. : {: :;• :='. SEALANT ':.:;,:.,. LL a * PRESS PANEL REINFORCING INTO PLACE. , ..'-:'. v z 5X6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ a � ° ¢ � EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ' �, . �'..'':':.' = REINFORCING PANEL ': In FILLED CELL SMOOTH. DO NO FURROW. <: 'f'° "' n DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT .,.. GRADE o, 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: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° \tea ,4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ID Z M 0094 — z Q J z U, Ln W C/) -� W °U — 0 w m IU) v ' _ o U) M ~ C) �C) m N W — U '. O M M Ofcc M O O N = Qj U I--U.000 7 m C -4 QCL om, o- o 0 O a Qo A I B Do NCB`DC t r Owl -.- • • ••• N o O n 0 •ir �f N e Z _ A Nod � ''r.l1i131k��c. ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0�� > V) M O Q o Ln d- v LL Ln Q f— M DC V � ' a O Q E Z J � W oZ U wo zaa Z� �z80 �W� z Lu �u-5 CIS Z Z= �--I ro a O C w3 O > 1 g V ^^f < W 20 W p U a m 2 AN Zao� ,,,3 Z J W LL1 o O"wv EF<6 I� Q Q Z <Z k Z $ z �o m g = az SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SS *DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE ROOF PROVIDE 2X4 MIN. BLOCKING AT SEE SHEATHING rk OF HIP/RIDGE, TYP.BETWEEN PLAN TRUSSES W/ (2) 12D NAILS EACH BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS FOR JACK TRUSS (AS GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT 2X4 BLOCKING P' CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F (SEE ROOF PLAN BLOCKING 'N 7/16" O.S.B. FLITCH BUCKET TO COLUMN FOR TYPE) ° SECT. A -A kA PLATE TOP @ TRUSS FRAME OUT TO BRG. SUPPORT COLUMN BUILT-UP BLOCK EDGE (2)-2x4's OR 4x4 W/ (2)-10d G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 ADD 2X4 ALONGSIDE (SHOWN AS 4 x 4) FOR BEAM SIZE ° ° TOP CHORD WHEN REQ'D (2) USP HTA20's EXTERIOR SHEATHING ATTACHED PER NAILING TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SCHEDULE 2x SPF #2 MAX 24" SPAN (EITHER USSES HIP WALL ALT: (2) USP MSTAM36 k AT 16" O.C. SIDE OR BOTH IF REQ'D) G.T STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. 1 TIE BEAM BUILDER FRAME CONTINUOUS LATERAL BRACING- RADIUS NAIL OVER X-BRACE AS SHOWN- AS REQUIRED INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS FOR NAILING AT 12" O.C. MAX X-BRACING - 2x4 SPF OR SYP BEAM @ RAISED ENTRY w/ 2-16d @EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL KNEEWALL @ ENTRY FRONT WALL r6 4 SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB USP LSTA18 CENTERED @ USP HD4101F BUCKET ISEE PLANL. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. IT LANDS NEXT TO SPLIT TO TIE SEE ROOF PLAN FOR FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST W/ (4) 10d TOP & PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 BEAMS TOGETHER MORE INFO COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" EACH SEE FLOOR PLAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO LA REQ'D ONLY WHEN ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. --I f, COLLAR TIE FOR COLUMN SIZE INDICATED BM. 2x4 #2 SYP NAILER. NAIL 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd RAFTER &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN L AN TO STUDS w/3-16d @ LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" k REQ'D ONLY WHEN INDICATED BM OPTION A COLUMN SIZE & BASE OPTION B CONNECTION INFO OPTION C EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SHEATHING O.C. MAXIMUM. 2x4 SPF 2 S E/ON ATTACHED PER NAILING SCHEDULE 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON BM. TO POST ATTACHMENT A SEE 2ND FLOOR WALL SECTION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. FOR ADDITIONAL INFORMATION DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4 „= -1-0 „ 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A 2X4 BLOCKING SEE PLAN FOR 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF M MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. in DIRECTION TYP. A - — 11 DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0-0. C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR CANT. IF INDICATED USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 E T & B CHORD STEEL OR WOOD MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN BEARING SUPPORT -- -. INTO END OF EACH FLOOR FOR LOCATION AND - TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE A ALTERNATE BLOCKING EACH SIDE OF G.T. INSTALL NAILS SEE 2/D2 FOR BLOCKING INFO) -A CORNER SEE FOUNDATION (4) EACH SIDE) DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO MASONRY WALL (TYPICAL) 3 �5" SCALE: 1/2" = 1'-0" COMMON B M . ATTACHMENT �18 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SECTION AT LOW ROOF g SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1 /2"= V-0" VARIES _ ROOF SHEATHING ATTACHED PER 7V^ SEE 1/S5 FOR ADDITIONAL SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 2x STUDS @ 16" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP NAILING SCHEDULE 2x4 #2 SPF BRACING @ ' 16" O.C. W/ (4) 12d COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO. KER INFO. 4" O.C. INFO. 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) TOENAILS TO TOP- - SEE TRUSS PLAN 2x4 STUDS W/ USP i NAILING SCHEDULE Z 12d TOENAILS EACH END STRUCTURAL SHEATHING PLATE & (2) 12d END &TRUSS MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE Ir BETWEEN TRUSSES (2) 12d NAILS TO EACH ATTACHED PER NAILING NAILS BOTTOM CHORD SPF TOP INFORMATION. PLATE J/S6 FOR MORE INFO. GABLE LOW ' VERTICAL STUD) SCHEDULE TRUSS SHEATHING ATTACHED THING TT � PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 4L VARIES ROOF SW//PE VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ USP LSTA30 OR 1/2 PLYWOOD NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING 11 BELOW 16 O.C. MTW12 TO FLOOR (2) 16d NAILS TO @ WOOD WALL OR TRUSS. 2X4 CONT. W/ (2) i� MIEN. 2x4 #2 SPF STUDS @ z" GIRDER BELOW @ 16" i _ � ITRUSS/ O.C. EACH COMMON%" FRAMING I TYP TOP & BOTTOM S� SEE PLAN 16d COMMONS NAILS EACH 16 O.C. W/ EXTERIOR ti 1 SHEATHING ATTACHED a ,-- STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP (3) 12d TOENAILS TO - a HTA16 @ 4'-0" O.C. TO GABLE / PLYWOOD TRUSS OROIL ROOF SYSTEM SEE PLAN FOR PLATE BELOW TOP OF WALL -- — MASONRY WALL ;'e OR BEAM SEE TRUSS PLAN a ' TRUSS BEAM BELOW: USP HTW20 @ 4'-0" O.C. TO GABLE TRUSS FLOORING MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER o W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR COMMON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE p 16" O.C. MAX. 4 FOR ONNELAN EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER '"F°� �� SECTION @FLOOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS U z M4 — o � Z z Q a Ln 0 a) N (DIM w 0 U — O w th c E o M �(A O U w m 04 4)M C) c+) C M C)� — 8 WW ~ � Cl) O o0 2 N U L U_ OD (0 (D Y Q O) c. o u) 0-1 Q O A' B N C H D C V 0,��111tti1111f///�js���LO (DOW9 N 6y r Num o � IQ: 0,Sri Wes$ �•• Wo ' • s �. To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O z 0 n > U O M < V) M U) a Ln LL a ^ Fa- CCV ter'' CL 00 z Q z z W J C:) tt W� = a f � ._.8U �w o! � 8 oZ© U) =S r CN O a f= G O H M w S O 1 W OZ o � W ��w� fV 0 a!� Zo a 3 GC Q oW� Z W N In a� <�� 2: W Q I� Q z <LZ to z az 0 �o g = a z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ "n WEATHER VE 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 y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING .E AM W LJ WEATHER RESISTIVE BARRIER 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"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND W OR EQUAL WEATHER PROOF CAULKING SEE DETAIL W ONGED SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH ERED FLASHING O F, ; 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED NOT USED Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathingr. One layer of No.15 asphalt felt free from holes and breaks complyingwith ASTM D 226 for Type 1 felt or papa Y P YP 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 R703.1 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. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater 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 31/2" 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 comer may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 "as Z o CD Z (0 Z Q J U) Z kn 4-+ w "M O w Of F- o ItIs/ �v, OM m o U w a, M C tm N M asO - `0 0 2 ai ID U y LL ro 0)) (ti 3, o- o � O 4 Q rn rn�o A' sDo NC BDC °VAll Co N 2 Lo V N o N°' NZ Z �Z WY ao'N ► C N v d LU W Va'LLLLO Z $ z� o _��W4 .w� v1A MN N m m Z yzM° LL ca w WQ� � 0 U Co ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO O cu N MOO �U. M Ln Q " f1 L N QL_ LL. Ln U a 00 Z?� E M W O I- W J� z 5 W0 zaa fF <o0, , 0Q' 'L ¢ oWZ p�j �28 J m e �}' v Q o Z /� v,LL1 1---Z ,8 fZ rl lid p vai 3 8 0 0 J < U.,_ U V) fu 1..1.. CL L1.J w g ZO HO �.' . � Q �a�o_ N 3 Z� ar Quo �¢<3 Z N oo �oZZJ o6i O Q Q Z 2u¢ ° ~ Z ¢�z d- *k Z a Z J0 m rn l^ 4 �I Z ¢ Z Lu rl 0- Cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. W P Florida Departnnen t of Burins» & Professional Regulation ppa 1 a I Building Colas and Standards 72MaotS Product Appro ral Application Ds&B Ld EDdL9t 20 gal RoLft Wes gal Mum Mesa MWmd[ Lama AmbEL&Md )mllimum Ydoted idddld BWJAMM ( amimm son Reabn 2014 ThtroktTrr Caporal- Post V*W NalWA Amreded.A Rim J. pro, PE. 02252MS 920NM5 03AMMG Approved Condon. 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