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HomeMy WebLinkAboutApproved PlansFile Copy DATE Ill DESCRIPTION MELODY Elevationsol REVISIONS I ABBREVIATIONS I GENERAL NOTES I INDEX A.B. Anchor Soft Abv, Above A/C Air-Condi loner ADJ. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.A. Base Cabinet BF Bifold Door Bit Sh BookShelf Sm. Beam Bot. Bottom B.P. Bypass door BRG. Bearing C Carpet Cir. Circle Clg. Ceiling CJ Control Joint Col. Column Comm. Community Comp. Compressor C.T. Ceramic Tile D. Dryer DB Door Bell Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion FBC Florida Building Code Fin. Fir. Finished Floor F.G. ixed Glass Fir. Floor Fdn. Foundation Fir Sys Floor System F.P. Fireplace F.O.M. Face Of Masonry Ft. Fool/ Feet Ftg. Fooling FIX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb HS Hard Surface Fir. Int. Interior K/Wall Kneewall K.S. Knee Space Laun, Laundry Lay. Lavatory L.F. Linear Ft. U. Lintel Length LT. Laundry Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g, Opening Opt, Optional Pc. Piece Ped. Pedestal PH PHONE P.L. Parallam PLF Pounds per linear foot Pit. HI. Plate Height Pit Sh, Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room Red. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/S Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves BHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine TB Towel Bar Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate TR Towel Ring TP Toilet Paper Trans. Transom Window Typ. Typical u.c. Under Counter UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise V. Shower Valves VB Vanity Base Vert. Vertical U.L. Versalam VTR Vent through Roof w Washer W/ With WIC Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof WWM/F Welded Wire Mesh/Fiber **NOTICE TO BUILDER & ALL SUB -CONTRACTORS** Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors ar required to review all the information contained in those 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. 1. All exterior walls shall be assumed to be load bearing See plan for C.M.U. wall reinforcement locations. 2. Window and door suppliers shall provide rough opening info which shall have precedence over the plan. 3. Cabinet Mfrs. shop drawings shall have precedence over the interior cabinet elevations shown. 4. Do not scale plans, dimensions are to be followed as noted. If plans are printed on 1 1x1 7 then listed scale is 1/2 as noted. 5. All glass located in hazardous locations shall comply with section r308 of the florida building code Sth edition (2014) residential. 6. Interior to garage door must be either 13/8" solid wood, solid or honeycomb steel, or 20 min. fire rated door, equipped with self -closing device. 7. Dryer vents to be placed behind the dryer location and to be no more than 35'-0" long. 8. If water based ceiling texture material is used, provide 1/2" gypsum board for 16" o.c. framing, or 5/8" gypsum board for 24" o.c. framing. note: 1/2" sag -resistant gypsum board may be used i.l.o. of 5/8" gypsum. 9. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Doors between garage and residence shall be equipped with solid doors not less than 1 318" 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. 10.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 clausal 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. 11. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bci. 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. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 112" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. 12. Enclosed accessible space under a stairway shall be protected with 1/2" gypsum board. AREA TABULATION - B 1st FLOOR LIVING AREA 2066 SQ.FT. LIVING TOTAL 2066 SQ.FT. 0 SQ.FT. GARAGE 595 SQ.FT. FRONT ENTRY 61 SQ.FT. LANAI 203 SQ.FT. TOTAL AREA 2925 SQ.FT. TERMITE TREATMENT REQUIRED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILf1Y OF THE CONTRACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED I Hck PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS svEOUIRED 3Y FIELD INSPECTORS THAT TvIAY Bri NECESSARYIN 0RDI R TO COMPLY W TH ALL MILICABLE CODES. t1oz--Q�54 ST. UCTF rr1Uti V R '1T 7 Mr— TTTVTSION1 RRVTFN4 El FOB ' 1 P - .NV 0,yL DATE 0U P!�LA\'S 'D PE, [IT MUST BE KEPT 0NJO2 01:1x O LNSPECTION WILL BE 11,2.1. E. DRAWING INDEX Sheet No. SHEET TITLE Sheet No. SHEET TITLE CS Cover Sheet 1.0 Foundation Plan 1.1 Foundation Details 2.0 Lintel Plan 3.0 1st Floor Plan 3.1 Floor Plan Options 4.0 Elevations: Front & Left 4.1 Elevations: Rear & Right 5.0 Building Section 6.0 Framing Plan 7.0 Interior Elevations 8.0 1st Floor Electrical Plan SN I Structural Notes WS-S1 Details WS-S2 Details WS-S3 Details SD-W Details SD-D Details WP Waterproofing IIn LL 0 \il LL I, the structural plans and specifications come i these drawings comply with the 2014 Reside Is Building Code. Engineer's signature and sei for the structural engineering portions of the drat Ca Z 3ch: JSOTO Job Information: L Q O a CM n m Co Co �r O O a CD r °c LO o m r LLI O T 7r 00 00 V C'I U N O _J W ui E0 Z a ') O 0 n a j E E v to o > m — m N n � � ,— O U") u_ N a Reference No. 16-5050 Sheet: CS .. I COVER SHEET File Cop ' o 17, REINF. SEE ®® PLAN 013 NOTE: CONTACT FOR BEFORE USING THIS CHART, ONLY TO BE USED IF STEM IS HIGHER THAN 24- ^�� ^ �x _ (D 00 SEE STEM WALL SEE STEM WALL n 1 Q STEMWALL SCHEDULE SEE HT (h) h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL TTSTOR��ORY If I STORY to 2 STORYHEIGHT 8" 10" 16" 16" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'A"-4'-0' 12" 12" 32" 32" W/(4)#5 BARS 845# 4'-0" >4'-0" - 5'4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 18" O.C. TRANSV. 1162# 2'-8" SCHEDULE FOR F.C. SCHEDULE FOR F.C. BLOCK WALL #5 CONT. @ ; M M SPACING SPACING ,I�-- ---r SLAB LEVEL n D _ ¢ N �. F.F. j wZ DLLN FIN. GRADE —I R� N ga co z a _ _ FIN. GRADE FM03 THICKENED EDGE =M 0 � a _ o2_ r.�o — W M. SCALE: 3/4„=1'-0" — — _ — W+-' w o 2 Z REINF. SEE _ — v PLAN do F.F. - I d� _ _ - SEE STEM WALL vI �r b' - a a b" SCHEDULE FOR lr'I �- E M 00 FILLED CELL U o SPACING E m 0 $(1) #5 REBAR CONT. U O` a v 0 c y 5 0 0 Q rn (0 0 ¢ F3 STEM WALL FOOTING SCHED. FS01 EXTERIOR BEARING Fso2 SECTION @GARAGE- Mo3. THICKENED EDGE FS06 EXT. DOOR SILL SCALE: N.T.S. SCALE: 1-1/2"=1'.0" A SCALE: 1-1/2"=1'-0" SCALE:3/4"=1'-0" SCALE: 1-1/2"=1'-0" s W. N Yt b N` PROVIDE 3/4 x 11 1/4' �.. H� w s FRONT WALL �� 1 OF GARAGE SLOPED RECESS AT GARAGE DOOR, P.T. FURRING c�� 2X BRG. WALL. SEE FLOOR Q Wq ALIGN DRIVE w/ CONTRACTOR TO PLAN FOR MORE INFO TILE ON r BOTT. OF RECESS VERIFY 2X BRG. WALL. SEE FLOOR " PLAN FOR MORE INFO BACKER BOARD �� & PITCH DRIVE MUDDED FLR.LML Z M caidvlt GARAGE FIN. FL. REINF. SEE PLAN STEP -SEE PLAN SLOPE TO DRAIN W 1;y1 REINF. SEE PLAN REINF. SEE z /rflrf'tl ^ Y ° �— PLAN SEE PLAN o'er #5 REBAR SEE PLA www.FosENccoM T CURB To the best of the Engineer's knowledge, information and o �° _ _ ° • °'. " N » _ 111 wethin these the structural plans tspecifications 201contained 3-1/2" CONC. DRIVE -=1 I- I 1 _ HOLD F.F. — s the lure and seal is W/CQNT. JOINTS 10 — - — ``MU Florida Buildin Code. Engineers signature and seal is O.C. TYP. — E T 1s" .-- �— only for the structural engineering portions of the drawing SE STEM WALL 2 # 5 REBAR - _ — — 1 STORY 2 # 5 REBAR pages — — O " O 1 STORY 11 , I p g bearing Engineers signature and seal. III =1 r 8 4 SCHEDULE _ S E FOR FILLED — LLED _ CELL SPACING a' 16" a" a 8 4 Crn r� a 1 o M � b� n ---* W.W.M. v SLAB RECESS LL FS09 AT OVERHEAD GARAGE DOOR FM10 INT. BRG WALL (ALSOSHEARWALL FMit STEP DOWN BRG. FM1FS142 STEP DOWN NON BRG. SECTION @ SHOWER D SCALE: 3/4" = 1'-0" SCALE: 1/2"=1'•0" SCALE: 1/2"=1'-0" SCALE: 3/4" = V-0" SCALE: 1.1/2" = V-0" d in E2 ll N N ALT: THE REINF. BARS 3 SHALL BE CONTINUOUS AROUND CORNER BY 1 1/2" RECES COLD BENDING THE BAR T. Plan Revisions Date: WITH MIN. BAR LAP OF 25" 1 SEE PLAN FO #5 DOWEL(S) FOR 2 FIN. FLR. STEP MAS. COLUMN ° (PER PLAN) ° #5 CQNT REINF. 3 �� 1 REINF. O 0 SEE PLAN SEE FND. FOR ° I SEEP N coZ=�4 TYP. SEC. QUANTITY 5 W.W.F. PLACED IN 1/8" SAWCUT x 1/4 6 -1 m° #5 REBAR — GRADE Z #5 X 25" X 25" UPPER 1/3 OF SLAB SLAB THICKNESS SEE STEM WALL X X-- X - ° 7 _= I CORNER BAR ONE SHOWN ON a OR FIBERMESH WHEREFOR F.C. SPACING " 2 #5 CQNT. FOR EA. HORIZ.REINF. SEE PLAN. FOUNDATION PLANa N?- SEE TY 2 #5 BENT BARS W/ REBAR, TYP. U.N.O. 9 -- #5 REBAR MAT SEC, ° #5 REBAR MAT SEE FND. PLAN MIN, 25" LAP SPLICE _ _ — _ ° _ _ w 'o — _- - SEE FND. PLA VARIES FOR SPECS 16„ 4 ° a FOR SPEC-Mz (SEE PLAN) 15" MIN. 2 #5 CONT. 13 HOOK 14 Tech: JSOTO Job Information: SL.GL.DR. SILL DETAIL DETAIL FS15 BEARING FM17 COLUMN PAD FTG. - MONO FM18 TYPICAL STEP FOOTING FM19 TYP. CORNER BAIR PLAN FM20 CONTROL JOINT DETAIL SCALE: 1-1/2" = V-0" SCALE: 1-1/2" = V-0" SCALE: 1/2"=V-0" Q SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" v CD CD PLUMBING LINE TOP (2)- #5 x 4'-0 PVC OR co Q TOP (2)- #5'S x 4-0" CENTERED AT PIPE SCH40 SLEEVE LOCATION OF BARRIER TO BE V-0" IN o I j A/C CHASE 4" PVC CENTERED AT PIPE PVC OR PEN TRATION A PLUMBING LINE FRONT OF MECH. OR APP. WHEN REQUIRED m STEM WALL PENETRATION SCH40 SLEEVE ° STEM WALL � d ° �^\, 1 - d ° • 4 ° d W w^ 1 of - " o - �° • Z ° ° ° 4" DIA. CONCRETE • a 1111 ° M FILLED SCH40 0 — _ 00 FINISH GRADE AEEDZNR STEEL PIPE. M SEE STEM WALL V 3 p _j N O LL REINF. EEFDN.PLA PIPE PERPENDICULAR TO FND TDFQFSLAB SCHEDULE FOR F.C. �"" O x aS FOR SIZE & +� U TOP 2 - #5 S x 4-0 PVC OR SPACING (q `, CENTERED AT PIPE SCH40 SLEEVE SOIL -COVER MEMBRANE p m N °•' PIPE VERTICAL THRU FUN. PENETRATION PLUMBING LINE o z FIN. GRADE 4 - O 12" 3/4"= 1'-0^ d Y — ° - 6 MILL. POLYETHYLENE T � LL 16' — - ° ALL JOINTS TAPED E E BELOW ° �—° = — z E < WHERE 2NDSTORY GRADE a _ a _° o o a d - 4 -- 14" MIN. DIAMETER a v ¢ OCCURS FTG. SHALL BE °� °� CONCRETE' " ♦ Reference No. 10" X 24" W/ 3 #5 BAR - — --1' - 1 6-5�5� FOOTING DETAIL SEE FDN. Sheet: FM23 TYPICAL FOUNDATION PENETRATIONS FOR SIZE &REI F. FM24 PROTECTION BARRIER DETAIL RN RADON PROTECTION DTL. D� SCALE: 3/4"=1'-0" /� /� SECT. "A -All SCALE: 1-1/2" = V-0" SCALE: 1 /2"=V-0" FND. DTLS. File Copy STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# APPLIED GRAVITY LOAD (# SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# BEAM COMPOSITE PLF) PLF) PLF) A 17'-4 1609 125 638 145 8F24 -18 / 1T MIN B 4'-6 8672 851 4043 291 8F24 -1B / 1T c T-6 8054 145 5263 45 8F24 - OB / 1T D T-6 5681 627 2426 195 8F24 -1B / 1T E 4'-6 (RECESS) 4375 125 2040 50 8F12 -1B / 1T F 7'-10 752 107 591 69 8F8 -1B / 1T G 14'-8 1370 145 520 45 BF16 -1B / 1T H 9'-4 3486 107 1815 28 8F24 -1B / 1T MIN I 7'-6 2661 627 1624 195 8F16 -1B / 1T NOTES: ACCEPTABLE LINTEL MANUFACTURERS INCLUDE:CAST-CRETE OR QUALITY PRECAST COMPANY (LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS) PRECAST "U" LINTEL W/ 145 (GRADE 40) CONT. IN 3000 PSI CONC. @ OPNGS. 6-0" & OVER. PRECAST "U" LINTEL ALL OPENINGS HURRICANE UNDER 6-0". SPLICES 25" MIN. ANCHORS LAP (ACI 53 ' (TYP.) n. 3 e I P REBAR BOTH SIDES FOR OPENINGS 6'-0" OR MORE 10" HOOK 19L�II I� —SEE FOOTING DETAIL SEE FOUNDATION PLAN TYR MONO. FTG. FOR LOCATIONS DETAIL MS01 BLOCK WALL REINFORCEMENT SCALE:NTS USP: RT5 RAFTER TIE SW= INTERIOR SHEAR WALL TO BE PER BW SCHEDULE ATTACH W/ V2" X 5-1/4" WEDGE ANCHOR W/ 2" X 2" X 3/16" SO WASHER @ 24" O.C. & (1) HTT16 TENSION TIE @ BOTH ENDS OF WALL. ATTACH W/ (18)16d NAILS TO DOUBLE STUD AND (1) 5/8" ANCHOR BOLT, ATTACH 1/2' DRYWALL 2146 x 1-1/4" SCREW @ 4" O.C., EDGES & 12" O.C. FIELD SEE DETAIL 8fWS-S1 MSTA 18 CONNECTION, INSTALL STRUCTURAL DRYWALL VERTICALLY. BW= INTERIOR SUPPORT BEARING WALL TO BE PER BW SCHEDULE, & ATTACH W/ 1/2" X 5-1/4" WEDGE ANCHOR W/ 2" X 2" X 3116" SO WASHER fd) 48"O.C. 8" C.M.U. 1X6 P.T. USP: HTT16 TENSION TIE USP: RT3A FRAMING CONNECTION EXTERIOR FRAME WALL TO MASONRY MS03 (EXTERIOR / BEARING / SHEAR) SCALE: 1/2"=V-0" GROUT SHALL BE FLUSH WITH TOP OF WALL STD.90 HOOK TYP. BOND BEAM 8x8x16K-0. LINTEL BLOCK a FILL W/3000 P.S.I. N g CONC. W/1 #5 DIA. REBAR MIN. LAP 25" (ACI 530) `-STD. 90 DEGREE ANGLE 3000 P.S.I. CONIC. W/1 #5 (GRADE 40) DIA. REBAR MIN. L/ 25" (ACI 530) INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 (GRAL 40) BAR MIN. LAP 25" (ACI 530) _ G.M.U. TYP.DOWEL 25" MIN. LAP (ACI 530) GENERAL LINTEL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 (GRADE 40) REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS, U.N.O. 3. ALL STANDARD AND RECESS LINTELS TO HAVE MIN. 4" BEARING EA. END BASED ON CAST CRETE, LOTTS, AND QUALITY LINTELS SPECS. 4. 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 FOR FOR APPROVAL, NOTE: 5. ALL LINTEL DIMENSIONS SHOWN ARE "OVERALL" LINTEL LENGTHS. LINTEL BEAM: 1 COURSE LINTEL BLOCK w/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) — CONIC. SLAB OVER 6 MIL V.B. OVER CLEAN EARTH FILL, SEE PLAN N A' I 111:111 11 i rrNOWSHEARWALL SEGMENT rr L ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. — FILLED CELL: FILL ELK. CELLS WITH 3000 P.S.I. GROUT ONE #5 (GRADE 40) @ LOCATIOP SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM. SECTION MS02 TYPICAL SHEARWALL DETAIL SCALE:NTS ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4 3/16" X 3" 12" D.C. 1 2 x 6 3/16" X 3" 12" O.C. 2 2x8 3/16"X3" 12"O.C. 2 NOTE: TAPCONS TO BE 6" FROM ENDS FASTENING OF WINDOW #5 REINF. TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. BAR R 1 7/8" 10" #5 STD. 900 HOOK SCALE:1 "=V-0" 20" MIN. LAP �I #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE llk25" MIN. LAP #5 REINFORCING BAR #5 LAP SPLICE Fe 36" MIN. LAP _�#6 REINFORCING BAR TIE -BEAM — PRECAST LINTEL (2) ZX P.T. BUCKS W/ 1/2" O.S.B. BETWEEN #6 LAP SPLICE FASTEN PT 2X NAILER N "—IF DOUBLE 2X NAILER IS USED, TO MASONRY USE 1/4"X4" TAPCONS. SEE OTHER DETAIL DETAIL NOTE FOR SPACING REQUIRED. MS05 REBAR SPLICE DETAIL *GRADE 40 U.N.O. MS11 2x BUCK TO MASONRY SCALE:NTS SCALE:NTS 4'-6" LL 4'-6" LL 1'-6" LL 4'-6" LL 3'-6" LL 8'-6" LL 9-4" LL O MIN. 17'-4" LL O 4'-6" LL O 4'-6" LL LINTEL PLAN SCALE: 1/4" = V- 0" zo©® Z� Q Nn d r�� GI L z V N /n 0 O-o `�' 4- -/(DIM LU m cuLn LU Ln U o�� Lij . 1= C) 0Y� Ls z a d 0 o Q Pn rn rn 0i;--, f 1"5 �� 'J�j� 6��� . Uwro rId ❑ ❑ belief, the strucuralitgIneers plans and specifications contained within these drawingcomply with the 2014 Residential Florida Building Cod Engineer's signature and seal is only for the structurangineering portions of the drawing pages bearing signature and seal. 00 rn 0 h r` N M J LL E c m y 12 V1 LL M rn M IVI Plan Revi ions Date: Q O a m Q rn m `m T 7 6 Ln E O 00 � Q � U o o_j VJ 0 N d r 'C S a ALL E 2 Q u3�5 IL E U ` 2.0 LINTEL PLAN File Copy I 00 T M O fV N I 25-SH HDR. @ 74' O 49'-10" 13'-10" 36'-0" 14'-8" I ---------------------i--- 4,_0r, I I I I LANAI 9'-4" CLG. HT. A.F.F. I Q W-10" O 6080 S.G.D TEMP. GREAT F 9'-a" CLG. 04 N 12'-104" FLEX SPACE 9'-4" CLG. HT. ROOF G.T. (2) 25-SH HDR. @ T-4" EGRESS ,u O m00 O 25-SH O HDR. @ 74' 25-SH EGRESS HDR. @ T-4" B 2-0 MASTER TYP. BEDROOM 9'4" TRAY CLG. [FRAME ON. CLG.[ ROOF G.T. I IN � I I I � I I 1 16,_1r, I I I I I I I L----------------- 9'-4"CLG. HT. I I -----� D.M. 'TN FOYER 9'4" CLG. HT. c'MIO tr 0 U m M ENTRY 9'i "CLG. HT. I F-0" CLG, HT NOOK 9'-4" CLG. HT. 0 N O H33 SH R. @ 7' W.C. UXE .BAT S 9'-4" CLG. HT. y T-12" °: x - F CN ® (4) l2" SH. n00 L u :'�Aink'x�.$ 1:LY.4� .nytitGd - NA 0.:: u O 3 HDR EGRESS 2' 44' 6' 62' O LO I HS 3,_9 1„ 6' 4' I? LO ih i 112-11" 10'-6" ED 4 3'-4�4" 3'-412" 3'-512" � _ _ _RISH � d IN - ---_ 8191, N LC s I R/A 1 5068 BF N r' - I y AHU 14 III •_ 1`+ it ow li ITCHEN 2'a1" M '41" C G. HT. R 1 `� BEDROOM 2 _ZED 70 O I PLATFORM 9,-4„ CLG. HT. N @ 34" A.F.F. f•O R O 3 00 9-4" C G. HT. 3 ,,......... 04 7.0 it E O 4'-7R 1 6 00 72' 25-SH !'-ill 4' 3z" 4 7.0 6'-84' 12'-1" HEGR@ESS „ a o R I TOP & T-6"xT-6„ BOTT. CABINETS CONC. PAD 6 <�L11 2'-0" COND. (4)12"SH. 04 GALVANIZBUILDER ED PIPE 36" H. W.H. MIN. ,:,M GALVANIZED PIPE @ 36" H. O W H PROVIDE APPLIANCE PROTECTION v AS REQUIRED PER FBC M130 .3.1, O VERIFY 5'-112' 22'-10q" SEE DETAIL FM24/1.1 LOCATION INFIELD F---- =J-22"x54"ATTIC - I ACCESS --__ I L----- = I 12'-1" 3 CAR GARAGE 9'-4" CLG. HT. A.F.F. ROOF G.T. _ _ 1 _ _ N r �MS02 MS01-----_^ - 2.0 2.0 ROF G.T. j j FURRED -OUT WALL, -}' - - -jt SEE PANEL WALL ih DETAILA/8.0 I I I I I G SD-D O 8070 OVER HEAD DOOR P. - - - - - - - - - - - - - O RAGE? 16070 OVER HEAD DOOR AMBS ------------ 'a 1 -- ------------------------ 1 T-O" T-8" j '4" V-10" 1'-4" 8'-0" „ 2'-0" 16'-0" 2'-0" 12'-8" T-2" 1014. 20'-0" 49'-10" FLOOR PLAN SCALE: 1/4" = 1'- 0" BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (JUSP OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW2 BM1 BEAM TOGETHER USING WOOD POST OR (2) USPT (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROO 12" O.C. TYP EACH SIDE (2) - 2 x 10 #2 SYP W/ 7116" CONNECTION: PROVIDE (OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW2BM2 BEAM TOGETHER USING WOOD POST OR (2) USPT(2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROO12" O.C. TYP EACH SIDE (2)- 2 x 12 #2 SYP W/ 1/16" CONNECTION: PROVIDE (OISE FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW2BEAM TOGETHER USING WOOD POST OR (2) USPT (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O.C. TYP EACH SIDE (2) - 1 3/4" x 11 Y4" LVL 2.0E CONNECTION: PROVIDE (2) USP Fb=2950. CONNECT PLYS MSTA18 OR (2) USPHTW24 TO BM4 TOGETHER USING (2) WOOD POST OR (2) USPTAI8 TO ROWS Y4" x 3 Y2" WS CMU COL. U.N.O. ON ROOF PLAN WOOD SCREWS @ 12" O.0 TYP. EA. SIDE (2) - 1 3/4" x 11 7/3" LVL 2.0E CONNECTION: PROVIDE (2) USP Fb=2950. CONNECT 13LYS MSTA18 OR (2) USPHTW24 TO BM5 TOGETHER USING (2) WOOD POST OR (2) USPTA18 TO ROWS Y4" x 3 Y2" WS WOOD CMU COL. U.N.O. ON ROOF PLAN SCREWS @ 12" O.0 TYP. EA. SIDE (2) -1 /4 x 16" LVL 2.0E CONNECTION: PROVIDE (2) USP Fb=2950. CONN. PLYS MSTA18 OR (2) USPHTW24 TO BM6 TOGETHER USING (2) WOOD POST OR (2) USPTAI8 TO ROWS Ya' x 3 V' WS WOOD CMU COL. U.N.O. ON ROOF PLAN SCREWS @ 12" O.0 TYP. EA. SIDE (3) -1 3/4" x 16" LVL 2.0E CONNECTION: PROVIDE (2) USE Fb=2950. CONN, PLYS MSTA18 OR (2) USPHTW24 TO BM7 TOGETHER USING (2) WOOD POST OR (2) USPTAI8 TO ROWS 41" X 4 2" WS WOOD CMU COL U.N.O. ON ROOF PLAN SCREWS @ 12" O.C.TYP. EA. SIDE (2) - 1 3/4" x 14' LVL 2.0E CONNECTION: PROVIDE (2) USP = Fb 2950. CONN. PLY..S MSTA180R 2 USPHTW24 TO BMa TOGETHER USING (2) WOOD POST OR (2) USPTA78 TO ROWS 4' X 3 2' WS WOOD CMU COL. U.N.O. ON ROOF PLAN SCREWS @ 12" O.C. TYP. EA, SIDE GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO Be DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. DOORS 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 11 AREA TABULATION - B 1st FLOOR LIVING AREA 2066 SQ.FT. LIVING TOTAL 2066 SQ.FT. 0 SQ.FT. GARAGE 595 SQ.FT. FRONT ENTRY 61 SQ.FT. LANAI 203 SQ.FT. TOTAL AREA 2925 SQ.FT. VVHLL I Tt tJ LtUtlVU 111111111111 • • • BEARINGStandard 2x4 Framing Standard 2x6 Framing Interior Bearing Wall Frame Wall Located Below 48" A.F.F, wl Cap NOTE-1; GENERALNOTES OPTIONAL CROWN MOLDING TO BE INSTALLED ONLY IN THE FOLLOWINGS ROOMS: • FOYER • HALL • GREAT/FAMILY ROOM • DINING ROOM • KITCHEN/NOOK • MASTER CEILING AND TRAY NOTE-2: OPTIONAL 9'4" CEILING PER SPECS ALL OTHER CEILING HEIGHTS TO INCREASE BY 8"). NOTE-3: GLASS & DOOR OPTION ON RECESSED SHOWERS ONLY. NOTE-4: 40 MIL PVC SHOWER LINER IS USED FOR ALL SHOWER RECEPTORS PER FBC-R P2709.2 low n1 111V/ zcc Z a Z � � n Q c m �• m O � N z N �� V ryry = a N c m Q N O 1 1 T LL O Q U p LU - m N "Nm MARK STUD SPACIN CONNECTION & FASTENERS LUMBER SPECIES UPLIFT CAP- I (P V LLI i- E - 8 U N Q Do 00 mco m M N �'_ CD m o m 0 rd a L 0 a WINDOW SCHEDULE TOP BOTTOM BW 17 ---- -- -- --- --- MASONRY WINDOW TYPE SIZE ROUGH OPENING BW2 -- --- -- --- --" 1H2 SH 25 1/2" x 25" 27 1/4" x 26" 1O ° 1H 3 SH 25 1/2 x 37 3/8 27 1/4 x 37 3/8 BW3 --- --- -- --- """ 1 H4 SH 25 1 /2" x 49 5/8" 27 1/4" x 50 5/8" =-- BW4 16" (2) t6d (2) 16d SYP NO 1 HS 5H 25 1!2" x 62" 27 1/4" x 63" s D. . /J O TOENAILS TOENAILS UPLIFT 23 SH 36" x 37 3/8" 37 3!4" x 38 3/8" i1J "•;;; ((( N BWS 16" RT5 W/ (6)-10d RT3A W/ 24 SH 36" x 49 5/8" 37 3/4" x 50 5/8" r l;y, NAILS (6)-10d NAILS SYP 406 25 SH 36" x 62" 37 3/4" x 63" �•�,.S rU }!� f, (2) RT5 W/ (6) (2) RT3A W/ 33 SH 52" x 37 3/8" 53 7/8" x 38 3/8" d`• ° BW6 16" -- O SYP 812 - �� �•�:Y/i .��S `'•.E '+,;. lOd NAILS 6 lOd NAILS 35 SH 552° x 62/811 5 53/i/8" x 63/$" S•�, a '0 BW7a "" (2) 25 SH 73 1/8" x 62" 74 7/8" x 63' 4040 PW 47 1/2" x 47 1/2" 49 1 /4" x 48 1/2" ©� BWS --- --- --- -- --- 4044 PW 47 1/2" x 51 1/2" 49 1/4" x 52 1/2" r4a ¢ u?d,pm\ 3715TRANSOM 36"x141/2" 373/4"x161/4"ID M 6 v 6' a" BW9 -- --- -- -- FRAME Z f/: qa Qw El BW10 12" TOENAILS T N SYP UPLIFT NO WINDOW TYPE SIZE ROUGH OPENING LLE W a TOENAILS TOENAILS RT5 W/ (6)-10d RT3A W/ 2020 SH 23 1/2" x 23 1/2" 24" x 24" BWII 12" W W W FDSENG.0 M SYP 540 0 0 202 NAILS (6) 1 Od NAILS 4 SH 23 1/2" x 27 1/2" 24" x 26" To the best of the Engineer's knowledge, information and (2) PITS W/ (6) (2) RT3A W/ (6) 2030-SH 23 112" x 35 112" 24" x 36" belief, the structural plans and specifications contained BW12 12' 10d NAILS 1 Od NAILS SYP 1080 2040 SH 23 1/2" x 47 1/2" 24" x 48" within these drawings comply with the 2014 Residential Florida Building Cade. Engineer's signature and seal Is DOUBLE 2z HEADER, SEE FLOOR PLAN FOR MIN SIZE. SEE J/SD-D 2050 SH 23 1/2" x 29 314" 24" x 60 1/4" only for the structural engineering portions of the drawing FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED 3030 SH 35 3/4" x 35 1/2" 36 1/4" x 36" Pages bearing Engineers signature and seal. ABOVE WITH NO UPLIFT, CONNECTORS INDICATED IN'J' CAN BE 3040 SH 35 3/4" x 47 1/2" 36 1/4" x 48" I� IGNORED. 1 DD 3050 SH 35 3/4" x 59 3/4" 36 1/4" x 60 1/4" Cr) T/ WALL MASONRY WALL N SEE PLAN 3450 SH 39 1/2" x 59 3/4" 40" x 60 1/4" in SEE PLAN 4050 SH 471/2" x 59 3/4" 48" x 60 1/4" 2x STUDS PER PLAN/SCHEDULE (2) - 3030 SH 71 5/8" x 35 1/2" 72 1/8" x 36" (2) - 3050 SH 71 5/8" x 59 3/4" 72 1/8" x 60 1/4" SEE MS03/2o FOR DOUBLE 2x TOP PLATE END OF BEARING WALL CONNECTION _- n � M 2 - 2630 SH () 59 1/8" x 35 112" 29 5/8" x 36" 3060 PW 35 3/4" x 71 1/2" 36 1/4" x 72" LL 4040 PW 47 1/2" x 47 1/2" 48" x 48" 30 -1/2 ROUND 35 3/4" x 17 718" 36 1/4" x 18 3/8" 2x MID -SPAN BLOCKING wl (2)-12d & BOTTOM P RTOP TOENAILS @ EACH END FOR WALLS PLAN/SCHEDULE TALLER THAN 8'-0" °• d' 1CONNECTORS 1O - T WCTE FOYER 72 5/8" X 71 1/2" 73 1/8" x 72" WCTF FOYER 63" x 79 5/8" 63 1/2" x 80 1/8" WCTM FOYER 63" x 79 5/8" 63 1/2" x 80 1/8" WCTW FOYER 63" x 85 518" 63 1/2" x 86 1/8" SEE FOUNDATION T SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER PLAN FOR MORE INFORMATION SEE M503/2.0 FOR SiSEE MS03/2.0 OF FASTENERS PER WINDOW. T LL y DOOR SCHEDULE DOOR TYPE SIZE MASONRY OPENING WALL CONNECTION ::':.:.;: FOR SW INFO. @ BOTTOM BEARING WALL DETAIL rn Cl) 2-0 [IN -SWING] 25 1/2" x 80 518" 29" x 82 3/8" VI Plan Revisions Date: 2 8 11 [IN -SWING] 33 1/2" x 80 5/8" 37" x 82 3/8" GENERAL BEARING WALL NOTES 2 [IN -SWING] 37 1/2" x 82" 41"x 82 3/8" 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2z4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #2 UNO ON PLAN, 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. CONTACT E.O.R. IF SP4'S, SP6'S OR SPTS CONNECTORS ARE SUBSTITUTED, TO VERIFY THEY MEET THE STRUCTURAL REQUIREMENTS. 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED. SEE WFO6/D4 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 4 3-0 w/ (1) SL [IN -SWING] 51 1/8" x 82" 54 5/8" x 82 3/8" 5 6 3-0 W/ (2) SL [IN -SWING] 64 1/2" x 82" 68" x 82 3/8" 7 8 9 6. ALL 2x EXTERIOR WALLS w/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE, 6068 SGD 72" x 80" 75 1/2" x 81 3/4" 10 7. IF THE BEARING WALL IS INDICATED WITH THE BW7, BW4, BW7, BW10, THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE ZX PLATE CAN BE ATTACHED WITH HARD CASED 6080 SGD 72" x 96" 75 1/2" x 97 3/4" 11 12 NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE, 9068 SGD 106 5/8" x 80" 110 1/4" x 81 3/4" 13 COLUMN SCHEDULE 9080SGD 1065/8"x96" 110 1/4" x 97 3/4" 14 Tech: JSOTO MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) 12080 SGD 141 1/8" x 96" 145 5/8" x 97 3/4" Job Information: _ C3 (3) 2 x #2 SYP (4) 16d TOENAILS NO UPLIFT W-0" x T-0" GARAGE DOOR 96" x 84" 96" x 84" 0 HTT45 w/ 5/8" ATR & (20) 4160 10� Q C4 (3) 2 x #2 SYP 10d X 1-1/2 NAILS GARAGE DOOR 192 84 x x 192" 84" O ATTACH BASE w/ (B) (2) LSTA24 2470 SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER a C'n CO CS 4 x 4 P.T.#2 SYP HTT45 W/ 5/8" ATR & G = 6775 OF FASTENERS PER DOOR. m L Ca 03 O Posr (12)16dNAILS u=also HEADER SCHEDULE m ; 0 T C6 6 x 6 P.T. #2 SYP HTT45 W/ 5/8" ATR & G = 1 0005 MARK HEADER SIZE REMARKS 9 � POST (12) 16d NAILS U = 4160 m 5.25"X5.25" P.L. 1.8E PHD8 W/ 7/8" ATR & (24) 1 (2) _ 2X6 #2 SYP W/ 1/2" FLITCH PLATE SEE NOTE #5 I C11 Fb=2900 (WOLMANIZED 1/4"X2-1/2" WS3 WOOD 8185 IF EXT.) SCREWS 2 (2) - 2X8 #2 SYP SEE NOTE #5 > a)NOTE: W/ 1/2" FLITCH PLATE ^^'' P.T. LUMBER USE HOT DIP GALVANIZED OR STAINLESS STEEL W W CONNECTOR & FASTENERS. <3> (2) - 2X10 #2 SYP SEE NOTE #5 W/ 1/2" FLITCH PLATE GENERAL COLUMN NOTES 4 (2) - 2X12 #2 SYP SEE NOTE #5 p 00 W/ 112" FLITCH PLATE 0) 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH 5 (2)1-3/4"X7-114"LVL 2.OE FE=2B50 CONNECT PLIES TOGETHER USING(2) Rows CONNECT WOOD SCREwS@12•o.C. 2 i� ',,, "V Q Ct d co UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP42 UNO ON PLAN. TVP. EA. SIDE (,) 0 J O LL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 3. NAIL BUILT UP STUDS PER DETAIL K/SD-D MINIMUM BOLT EMBEDMENT: O 5" EMBEDMENT FOR 1/2" ATR 2x4 WALL 2x6 OR 2x8 WALL *: u 0) N 6" EMBEDMENT FOR 518" ATR OPENING JACKS JACKS J O i 8" EMBEDMENT FOR 718" ATR SEE WOOD SIZE EA END EA END EA END EA END //�� [-[J m (D D- CONSTRUCTION NOTE #4 ON SIN SHEET FOR CORROSION 1-0"-3-11" (1) (2) (1) (2) U) c' G O T •C r=jj INFORMATION >a'-o^BUT<s'-o" (z) (3) (2) (2) LO o 160 MPH OPENING PRESSURES Ln LL 10'-0„ - 16'-O" (3 (4) (3) 4) E .�' ENCLOSED - EXPOSURE"C" Z d GENERAL HEADER NOTES = E WINDOW SURFACE o �' INTERIOR EXTERIOR E ;; a SCHEDULE PRESSURE 5'-0">FROM END ZONE 5'-0'<FROM END ZONE a U - __- - - 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 12M. awox Wn H, a"sx """''°30F'""6M, lee. 2. IF HEADER IS ON THE 1ST FLOOR, SEE PLAN FOR BEARING WALL TYPE ♦ Reference No. xesx, msa uex, me"oa, �NSH•ol 300BOP 10 0-20 +33.5 /-36.3 �2 j +33.51-44.8 AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR 16-5050 REQUIRED CORRECTIONS UNO ON PLAN. Ms. "oawa. "anon, me°on 1 C3J � �4J 3. IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATED HEADER Sheet: 20 21-50 +32.01-34.8 +32.0/-41.8 CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH 0 °0°0°°"'10p°0fl• ,me"oa,,"mrox 50 51-100 +30.0/-32.8 �6� +30.0/-37.8 �� PER DETAIL K/SD-D. • 5. FASTEN ALL MULTI -PLY HEADERS TOGETHER W/ (2) ROWS 10d _ COMMON NAILS AT 8" O.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 GAROR AGE DOORS C7-) +29.5 / -33.4 $ j +28.3 / -31.5 6. LARGER. FLOOR PLAN FA FASTEN ALL HEADERS TO KING STUDS w/ (3) 10d TOENAILS PER SIDE. 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. File Copy ELEVATION NOTES11 ' ©® SAVE AND GABLE OVERHAND 12" ALUM. FASCIA AND SOFFITS, z m U.N.O. PLUMB CUT WITH LEVEL RETURNS to z m 9 0 n, z W � �r 00 Banding/Stucco General Notes J N �mm 1. Raised Banding typical at Front Elevation. � m � 2. Raised Banding to return V-0" around comer. o N w w NOTE: 9 3. Side and Rear elevations to have 6" etched banding unless z w FIN. TO HAVE 6" otherwise noted. N C� a a arow TRADITIONAL LOOK & 4. When installed with stone/brick veneer increase thickness of o banding by 2" typical. _ o SMOOTH FINISH ETCHED DMF w o FOAM/ EPS MATERIAL BANDS R703.6 Exterior plaster. LU h — w IS ACCEPTED Installation of these materials shall be in compliance with ASTM C 926 O w 1s WRAPPED WINDOW TRIM and ASTM C 1063. _ R703.6.1 Lath. Vi � I` All Lath and lath attachments shall be of corrosion -resistant materials, N 1- E }} 9' fastened per ASTM C 1063 () o M M SHUTTER DETAIL 3 'I R703.6.2Plaster. w A '" I a0 Plastering w/ Portland cement plaster shall be not less than three coats ` ~ E72 to`o w r, when applied over metal lath or wire lath and shall be not less than two n coats when applied over masonry, concrete. 0y O 6 v .�. R703.6.3 Water-Resisitive Barriers. Y g o Water-resisitive barriers shall be installed where cement plaster Q $ t°n ¢ 02'-0 6" (stucco) is to be applied over wood -based sheathing, shall include a NOTE: water -resistive vapor -permeable barrier. The individual layers shall be 12 12 FIN. TO HAVE installed independently such that each layer provides a separate ETCHED DMF continuous plane and any flashing intended to drain to the B D J $� �$ r 1 TRADITIONAL LOOK & BANDS water -resistive barrier is directed between the layers. The barriers shall n` FIBERGLASS B SMOOTH FINISH consisti of one of the following. ® N �� / 6" ETCHED BAND 1. Two layers of an approved SHINGLES (TYP.) FOAM/ EPS MATERIAL Y pp oved water resistant barrier material in ,� , accordance with R703.2. Y" �'�" �, (� 9/r 6" ETCHED BAND DMF ON IS ACCEPTED ARCHED HEADER TRIM 2. One layer of an approved water -resistive barrier a erbacked W/ KEYSTONE - LATH/FRAME stucco lath) over an approved synthetic house wrap. P • (ham DETAIL N ,R703.8Flashing. C/�',- HEEL HT. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -' 5:12 SLOPE RETURN _ 9 �r _ Approved corrosion -resistant flashing shall be applied shingle -fashion fir/ /!."ya a •• a --- - - N ( iO "I "I ao in a manner to prevent entry of water into the wall cavity or penetration , Q 1101, of water to the building structural framing components. Flashing shall u �be installed at the followin locations. L— _---_ ELEMENT DETAIL p 9 N • Exterior window/doom enin s. T.O.M. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ v • Intersection of chimneys or other masonry construction with frame °da t 1' 0°— S 6 ; �® - ------ TMP---------- ------ --------1'-011 s„ET H 6rr sills. n, W-•'cvi,''-mw WDW. HDR. _ _ _ _ _ _ _ _ _ Under end at the ends of mason wood or metal copingsand Z 1 • _ ® ® DETAEL KEYSTONE BANDS Where DMF Continuously above all projecting wood trim. N o 8r' 'IT Where exterior porches, decks or stairs attach to a wall or floor W W W.FDSENGCOM 12"x63" DECO I ems" - O ❑ ❑ ❑ Q E assemblywall wood -frame COr1StrUCtlOn. To the best of the Engineers knowledge, inlormation and SHUTTER$ I - F77LL=JJf • At wall and roof intersections beliel, the structural plans and specifications contained within these drawings comply with the 2014 Residential 00 STRAIGHT HEADER TRIM • At Built-in utters. 00 PREWIRE Florida Buildinghstructural Cade. Engineer's signature and seal is n DMF ON BLOCK I ` h ' ❑ ❑ � `IM � �11011 STD. C.L. g only top the structural engineering portions of the drawing n ICI 4" RAISED RAISED BANDS: NOTE: pages nearing Engineer's signature and seal. STUCCO BAND Soffit protected per ASTM E-119; 1 hour to underside when less than �r1. 4" RAISED � F 0 5,_0„ from property line. w STUCCO BAND N - 1/2" FIN. OVE FRAME OV FIN. FACE 7/8 ER —CALCULATIONS BASED ON THE FOLLOWING VALUES" RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA LINEAR FT. FIN. FLR. u i�I BLOCK OFF -RIDGE VENTS- 15 SQ. I .OFN. NET FREE AREA LINEAR UNIT 11/4"RAISED 11/4"RAISED 11/2"RAISED • SOFFITVENTs - 16.72SQ. IN.OFNET FREE AREAISO. FT. A 4" RAISED STUCCO BAND BAND BAND BANDING 6" ETCHED BAND O z w z STONE U Z 1/150 Rule 1/300 Rule So IN of M ATTIC SO. Fr. or SQ. FT. or KEYSTONE RAISED O N VENEER U ¢ SPACE vented vented N LL U Q qp ventllallon soffit ventilation soffl be provided ILL KEYSTONE m O O SQ. IN. of Sq. IN. aF ventilation to J required needed required by uPP� a needed ventilators O 1st FLOOR PLAN 3294 3162.2 189.1 1581.1 47.3 790.E m FRONTE L E VAT I O N VENTILATION PROVIDED Amt. Total Ventilation Provided (Sq, � SCALE: 1/4" = 1'- 0" Inches) IL Off -Ridge Vent (1 st Floor) g y 840 Total Ventilation Provided by Upper Ventilators 840 a) Co ♦ Plan F evisions Date: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Tech: JSOTO 12 VI Job Information: ii 5� 12 a5 Q O o ✓� O v co Q " m (a C)0 / rj T My C Ln it I CID 0 T.O.M. ' I 1 0, V-0" (D W WDW. HDR. E CN 00_ o� a ^1 ii E.� o � F 4" RAISED '-01, STUCCO BAND 1J DMF ON BLOCK ��// ' ) p� m N ` V 1� � a O r. 'I- Q— r O FIN. FLR. N L0 LL --- ------ - - - - - - - ____ ________________________ ______ N > N Z E m C E 9 m n v ¢ ♦ Reference No. 16-5050 Sheet: 4.0 RIGHT ELEVATION ELEVATIO SCALE: 1/4" = 1'- 0"1 L Nsl Fite COPY ELEVATION NOTES ' ®® EAVE AND GABLE OVERHAND 12" ALUM. FASCIA AND SOFFITS, z o 91 y U.N.O. PLUMB CUT WITH LEVEL RETURNS ( z m o io I 50 ♦♦ z a Banding/Stucco General Notes / q \ J G M m 1. Raised Banding typical at Front Elevation. °- > N 2. Raised Banding to return V-0" around corner. o o N ��6���� 3. Side and Rear elevations to have 6" etched banding unless C z LL � 6' otherwise noted, N C itl a 4. When installed with stone/brick veneer increase thickness of Q� to o d ETCHED DMF banding by 2" typical. 4—J w 02 BANDS R703.8 Exterior plaster. •u — Installation of these materials shall be in compliance with ASTM C 926 LU WRAPPED WINDOW TRIM and ASTM C 1063. 0 C F R703.6.1 Lath. 0 All Lath and lath attachments shall be of corrosion -resistant materials, `Do fastened per ASTM C 1063 U " M M > op R703.6.2 Plaster, w m m N H E m a o w Plastering w/ Portland cement plaster shall be not less than three coats6_ o m 5 m cric "' when applied over metal lath or wire lath and shall be not less than two = m `m LL coats when applied over masonry, concrete. (•, O s c '�• R703.6.3 Water-Resisitive Barriers. C Y o 6 Water-resisitive barriers shall be installed where cement plaster q 0 a 6" (stucco) is to be applied over wood -based sheathing, shall include a v water -resistive vapor -permeable barrier. The individual layers shall be o' 12 �5 installed independently such that each layer provides a separate I A 5� 12 ETCHED DMF continuous plane and any flashing intended to drain to the A BANDS water -resistive barrier is directed between the layers. The barriers shall consist! of one of the following. N 1. Two layers of an approved water resistant barrier material in accordance with R703.2. "" M �,' ✓tr ARCHED HEADER TRIM 2C W 2. One layer of an approved water -resistive barrier (paperbacked N s stucco lath) over an approved synthetic house wrap. ��i, �� 635X, Er ge n R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion 00 in a manner to prevent entry of water into the wall cavity or penetration' Oo h+?✓1 m of water to the building structural framing components. Flashing shall_ m `" T.O.M. be installed at the following locations. ;, ,'� �;� `. �' V�'a r�'6aa • IntersectionExterior iof chimneys or other mason construction with frame �,' openings. ______—___ _________ _ ___----_ __ ----__ --_ _ --- WDW.HDR. .' : Under and at the ends of masonry, wood or metal copings and Q zaXb>v/ 1 LL sills. L��, ETCHED DMF Continuously above all projecting wood trim. o ,; ' BANDS • Where exterior porches, decks or stairs attach to a wall or floor '^ "wwwFDSENG COM assembly of wood -frame construction. To the best of the Engineer's knowledge, information and �' • At wall and roof intersections belief, the structural plans and specifications contained STRAIGHT OHEADER TRIM within these drawings comply with the 2014 Residential I • AI BUllt-In galCefS. Florida Building Code. Engineer's signature and seal is only for the structural engineering portions of the drawing F RAISED BANDS: NOTE: pages bearing Engineer's signature and seal. Soffit protected per ASTM E-119; 1 hour to underside when less than DMF ON BLOCK V-0" from property line. 00 � •7/8"FIN. OVER w -'i 1/2"FIN. OVE FRAME FIN. FACE "CALCULATIONS BASED ON THE FOLLOWING VALUES" M _ ______________ _________________ _______ _ FIN. BLOCK • RIDGEVENTS - 15 SO.IN. OF NET FREE AREA/LINEAR FT. 1,. OFF -RIDGE VENTS- 140 SO. IN. OF NET FREE AREA UNIT V 11/4"RAISED 11/4"RAISED 11/2"RAISED • SOFFITVENTS - 16.72SO. IN. OFNET FREE AREA /SQ. FT. BAND BAND BAND Y w H z 1/150 Rule 1/300 Rule 2 2 STONE U Z ATTIC SO. FT. M SD. FT. of SO. IN. of M sfift J O O U SO. IN. of SO. IN. of ventilation to —/ Tisl to U ty U VENEER Q m SPACE ventllation veined ventilation vented be provided LL required needed required soffift needed by upper P ventilators O tat FLOOR PLAN 3294 3162.2 189.1 1581.1 47.3 790.6 N VENTILATION PROVIDED REAR ELEVATION N Amt.Total Ventilation Provided (Sq. SCALE: 1/4" = 1'- 0" riches) LL Off -Ridge Vent (1 at Floor) 6 840 Total Ventilation Provided by Upper Ventilators 840 rn c� ♦ Plan Revisions Date: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Tech: JS01-0 TI Job Information: 12 +� 12 Q5 t� (D 5JCC Q fv CD t� oin Q 1n (n CD V O LLB c HEEL HT. l T.O.M. --- '> r ;1' 1'-0" 1'-0" 1'-0" UJ ---------------------------------- WDW.HDR. E -------------------------- --- ---- 00 _ ❑� 1- •U Y M U^\ o� DMF ON BLOCK - W^ Q a,-r Y > U F7 n 4" RAISED ^ i..! .__I � m 1-O Ui STUCCO BAND ' ^ N a �J J O T i n� T O T N T LO LL ------ — — — — — — N — — — — — — — — — — — — FIN. FLR. z E 2-- ------ --- c E m o a U 0 Q ♦ (Reference No. 16-5050 Sheet 4.1 LEFT ELEVATION ELEVATIONS SCALE: 1/4" = 1'- 0" IN T IlP. cnrna. File Copy C V�O It M Q Q Q O CD M 0 (�Q O O CD O O 0 _ 07 O O O O O O O O J04 C h zS 1 04 J03 C � I 03 15 i 15 J02 F I. F LL :I I :I 02 HGRD09 ;I r I r .HO8.............. j w ......:H07 OJ •I DOpq :. H06 II ____-__-_-- I I r.......... .. ................ .................. H05 31 @ 48" O.C. H04 •I II II I I .. H03 H02 H0 1 ............... I: TYP. ......... • :701 'I .......701 I: 5:12 SLOPE� p [ . 5:tE zsLOPE ............. .. T01 ::: T01 • 7: H01 I II •"' ... H02 I II vl :. II I T02 1 w ... I nl b.. • .... .......... ...' .......... r T04 a r OU H10 r I• N C TB14 y�A H 11 ( r S-S :I S OPE H12 I' 15 I HGRD13 a LU r 1 O JO H2O 1 3 ui J0,TGRD21 JO I: 1 9 J31A 55 M N w T30A --- --- --�, -7 O o o JP L7 > > >0 T30A 0 -� 0 0 0 0 -3 0 5:12 SLOPE E 5:12 SLOPEJ T3001 �O --- --- --- --. �G I QO"3 M om � ir 31 (a) 48" OC G31 c -1 5 210, S-S SEE CONNECTOR SCHEDULE ON SHEET 5.0 BUILDINr SECTION FRAMING PLAN SCALE: 1/411 = 11- Or, PROFILE 1Y I ID I SPAN I TNUSSTWE PITCH I WH I ROH I U1W I WAK RSI o1rAI Janl11 JdM12 lllrf�1 fist 214-00 031 SOMO WWM WOMW "a 00" WIN. 213N. no IN. 11!16- 19611W. Jam JohA10 2 Rol 51-07-OD H01 SLOW 00" DMIOD W101 M104DB 1702311N. MAN. 17MJ IN 4M.9 . Mat Joint 10 2 HD2 51-07-00 HM 5.00110 WM-00 0MM0 WIM S M-IM8 70231IN. Me too. 170231N. 5W.5 to. m1 Jolmtl t HM 51-0740 HIS ENDS OMM0 M41MW 00-1MM WOM 17D2.3IN. 1.41N 17023%. 561AN. joinal JdM11 1 HN 61-07-DD till SODW M00M OMMM MIME 00-ilia 1702.3 N. 81N 1702.3 N. 540.6 dm1 JdM9 Jet 1s 1 HM 5107-M HM S.WM Sit" WMM MOM 004048 194.0IN 138.011s. 1322.66d, 44181N MAIN 4WIN. dm1 Joint) Joni 16 1 a 5147-00 HM 5,0000 Of" 00" M10M MIME 5931N 718AN. 1081.8 N. .376311m. 222811N. -1090911a. Joint Jdnt10 J01m15 1 167 51-0740 HM 5.0000 W-0OOO MMM W16M 010M 351IN 188.2N. 109.E IN 6131S., W.91N. -11834N. 0hh1 Joint 12 Joint 17 1 HM 51-0740 a 5.110W 00" Me S1048 M104M 11152 N. 209 3 N. 1065.11N. ziallm. 1.1185LISIcs. JoN 12 2272.11N Jolt 1 H10 51-0740 H10 5.MM M-0MM S" M1008 001008 70231*. 441 IN, 170231N W.391. joho J01M 12 1 H11 51-07-10 Hit S.W00 MMM MMM W1008 W1048 f702.3 N. 1.6IN 1702.3N, 531.8 N. m1 Joim12 1 H12 $1.0740 H12 SOMO OMOOOO W. MM M7MM MIMM 1702.3 N. 1521N 17M.314. 1,41.5.IN. While NN16 Jeff 16 1 H2O 37.11-08 H2O 5.00M Miia MOMM W-07-M M1W8 7.41N ,71N. 20MA N. -um IN. 135.9N. 564.911s. Joint Jdm13 Jora21 1 HORMB 51-0740 HOROM 5.WM 00-0MW ill" M10t8 M10L6 257,161. 3161.1 the. 512331N 3.7N. .091 . 4521.211s. Joint JoImID Join 16 i HGRD13 51-07-DO MRD13 5.11000 WMM 00" WIOM M10408 $74.1 N. .2 N. 902.0IN. .327.E N. 1715.9IN 437.0N. m1 Jd12 J01113 18 Jet 07.10M JN SWW Of" OMO DIMS 00" W31N. 141.2 N. 123.4N. .DIN. 438.8 IA N. 'otl Jd92 JNM3 4 JMA 07.1046 J01A SOMO 00" 00-0MM DIMS 0044 290,31k 1412 IS, 123.4N. .ON. .1381111111 IA IN hurt 8dm3 4 JM MW-08 A2 S.WW M-0OM DO." M10-08 MMW .Bb. Set M.1 M. 9.8 b. .Oka 56.9 -2sIN Jolt Jdm2 JOSS 2 JMA WIMM J02A E00M M-0OOO 004040 WW-08 00MM 225SIB. Set IN. BU IN B.OIN -0B.9 Sol. -2sft. Jolt Jolm3 4 W3 W/0{e JM 5.MM M{6M M-0OOO W1008 M"D-00 633 93 N. 53.9I 51.91N 6131N 9.6IN 1.54.7 Sol. -0.2N. Joint 1 J01m2 Jdm3 2 ,109A MiMM 5.006M M 0MM0 0MM0 -0B Of" 63333 has 5391N, 4131N. .61N 50.7 52 to. M1 Jdm3 4 JN M-1W8 J04 SW-0 W M OMMO M M10-08 M-0OM 163ka 7. 7 5N 61 N. 30%. .13.8 5.61N dMt J010 Jdm3 2 JD1A 01.1048 J04A s.MM W-03-03 WMM M10-08 00-06M 163116, 5.111tt 61N, .8N. -1331N. S.BN. dm3 Jdm4 Jouns 4 J33 04-11-DO JW 5.0DM 011411 MMM MWM 00" 10231k 95AN. 2/2.7N. 111.81N. 1451N, 582N. M3 JON4 Jdm5 2 J30A 04114q JWA 5.0M 00-114 MMM Be" WMW 1023k %AN. 212.7k. 111911n. 45.1IN. IE nt3 J nt4 JdmS 1 Al 02.114 J31 SOMO 00.114 ill" ill" 0MM0 52JIN, 513 N. tees N. 763 N. 59.3 III 0N3 JuM4 J*s 1 131A 02-11-M J31A 5.0M0 0148 W-0MM 00746 of" 51.91N 36.9 N. 2183N. Sea N. -1M.4N. 0m3 Jont JuMi4 Jams 2 J32 00-11 Sit M M000 00-11-H W004M MM-00 004M-00 23.61N. 47.3 N, 1128b. .9 N. -9.4 N . d0.0N. Joint MIA3 Jdm4 2 JGRDM 11-DM2 JGRM1 350 Of" Ot 010148 M-MW sIN. 16SAN. iMA IN. -1161 288.5N. .146.9 N. dmI JdIA3 Joim4 1 JGRWIA 11" JORDDIA 3.50 M•MM 00"01-01M 0000 826 N. 168A N. 105.86 .116.2 - 288.5 N. 146.9N. 14 JoN6 JOY97 1 JFAD3D MM15 JGRD30 3.50 01" 0MM0 WMM 00" .9IN 119m 2399N. 40&1 -91.5 ft .2839N. oM4 JdmS 1 MGRD30 04-11-00 MGRDM 5.WM 00-1146 WWM WMM 0MM0 MAIN 797.7110, OIN .284,1110. Mt Most 5 T01 51,0740 TD1 S.MM of" MMM M1008 W1008 17023ft. 13.0 N. 1702J8a -013. m1 JoN18 1 TM 5147-00 T02 5.MOD MM M 00" W10M M10M 7M31N. 1AN. 17023114 573A. joint JolmtB 1 TM 51-07-00 TM 5.OWD MMM MMM M M8 OMIDM 1702,31N. .9 N. 1702.366 5T3A M1 Jdmt3 1 TM 51474 704 S.WOO Of" 00" W104DB M1008 1702.3h, .9 N. 1102-3104. M-011 m1 joint 1 T30 21-0MM TM SOOW 004DDM 50-00 004D408 WJD08 17.8 N. 29.S N. 717.8 N. -2W.5 joint J01m6 2 T30A W1.00 IMA S0000 MM-00 MMM 00" &INS See.1 N. 235.5 N. 720.416s. -26196m. Joint 2 Jdinll6 JboI7 1 TMD21 37-11.0 MRD21 5.0100 011.0 WOMM W07-06 M9408 1054.1 N. N. 37fi8.81N. -2311 31381N. -862.fi IN. ®401dS joint JdmJ I Vol 04-11-M Vol 50100 WMW WOMBS ill" M-0000 167.4k. 157.4 N. 1 N. 46.1 IN 1 V02 0401-02 VM 5.= 00M03 "M M DID." DID."00" 07.1 N. AM3 107.1 IN. 412.91s. 51.1 oN1 1 VM 07A7-02 VM S.MW a"W f006W Be" 0MM01.11N 41.1 d1.1 N, 121IN -23.8 ROOF FRAMING NOTES TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 5/8" OSB PLYWOOD, SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7116" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF, (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION, ATTN: BUILDING DEPARTMENT PLEASE NOTE THAT TRUSS LABELS MAY VARY BUT, IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT PLEASE CONTACT THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES. TYPICAL TRUSS STRAPS U.N.O. ON ROOF FRAMING PLAN - TRUSS TO WOOD FRAMING: (1) RT5 50 -TRUSS TO MASONRY: (1) TA18 54 JACK TRUSSES. TO GIRDER TRUSS SHALL BE NAILED TOP/BOTTOM CHORD. FOR VALLEY SET TRUSSES, SEE ENGINEERING TRUSS PACKAGE FOR CORRECT CONNECTION [VC1] ",A' - USP HARDWARE • 160% 2015-2016 CATALOG MARK RODUCTCODE Jt REF.4 FASTENERS UPLIFTS I ROOF 16d NAILS - 2 - P CHORD NAILS / 2 BOTTOM CHORD NAILS 1 HUS26 HUS26 (14) 16d HEADER (6) 1925 3140 led TRUSS 2 HUS28 HUS28 (22) 16d HEADER (8) 2570 4345 led TRUSS 3 JUS26 LUS26 (4) led HEADER (4) 1115 1000 1Gd TRUSS 4 MP6F LTP5 (6)/(6)Bd TYPE 1 RIM 605 605 BOARD/PLATE 5 MPA1 A35 (6) 8d STUD TO PLATE 680 655 (6) 8d RAFTER TO PLATE 6 SKH26 UR SUR/1_26 (6) led HEADER (6) 1085 890 led X 1 1/2" JACK 7 SKHH26 UR ----- (18) 16d HEADER (12) 2190 1740 led X 1 1/2" JACK 8 SUH26 U26 (8) led HEADER (4) 755 1000 10d X 1 12" JACK 9 SUH28 ------- (8) led HEADER (12) 800 1335 led X 1 1/2" JACK 10 TH026 HTU26 (18)led HEADER (12) 2265 3000 1 Od X 1 1/2" TRUSS 11 THD28 HTU28 (28)16d HEADER (16) 2330 4485 1 Od X 1 1/2" TRUSS 12 THD28.2 HTU28.2 (28) led HEADER (16) 2595 4860 1 Od X 1 1/2' TRUSS 13 THOH283 HGUS283 (36) led HEADER (12) 4370 7835 10d X 1 1/2" TRUSS 14 THD48 HHUS48 (28) HEADER (16) led 2295 4860 X 1 112" TRUSS 15 THJ26 THJU26 (7) led HIP (16)16d 1010 1900 (CLEVELAND HEADER (5) led X 1 HANGER) 1/2" JACK 16 (2)MTW12 (2)MTS12 (14)led OR 106X1 2390 1/2" 17 (2)MUGT15 (2)MGT (1)518"ANCHOR BOLT 12" 8990 EMBEDDED (28)1 Od X 1 112" GIRDER -EACH STRAP 18 (2) RT16-2 (2) H10.2 (B) Sol TOP PLATE (8) 2320 8dX 1 1/2" TRUSS /9 (2) MSTA24 (2) MSTA24 (18) 10d I (18) led 3280 20 21 C44 BC4 (6) 10d POST (6) 10d X 1000 1 1/2" BEAM 22 FA3 MAS (4) 10d X 1 1/T TOP 1010 (2) led X 1 1/2" SIDE 23 HC620 CLIP GBC (11) 8d PLATE (6) 8d. 515 STUD 24 HHCP2 HCP2 (10) led 11/2" 800 CORNER CLIP TRUSS (10) 10d X 1 1/2" PLATE 25 HTA20 10d X 1 1/2" 1615 26 (2) HTA20 0 (20) 10d X1 1/2" 3230 27 HTW24 rHETA20(10) (20)10d 1530 28 HJC26-SK60 (16) 16d HEADER, (5) 1840 2740 led HIP(7) led JACK 29 THD210-2 , (3B)16tl HEADER (20) 3905 6fi00 led X 1 1/2" TRUSS 30 KST237 MST37 (48) led 5140 31 LPTA LTA2 (10) led X 1 1/2" FACE 1470 OF GABLE W/ 2X4 32 LSTA36 LSTA36 (22) 10d X 1 1/2" 1640 33 LTW12 LTS12 (12)led 775 34 LTS20B LTT20B 3/4"ANCHOR WEDGE 1100 BOLT 31/4" EMBED (10) 10d 1 1/2" STRAP 35 LBP12-TZ LBP1/2Z 112"J-BOLT N/A 36 LFTAB H6 (8) led PLATE (8) 8d 1210 STUD 37 MSTA12 MSTA12 (10) led 935 38 MSTA18 MSTA18 (14) led 131G 39 MSTA24 MSTA24 (18)led 1640 40 MSTA30 MSTA30 (22) 10d 2065 41 MTW12 MTS12 (14) led 1195 42 MTW18 MTS78 (14)led 1195 43 44 MUGT15 MGT (28)10d(1)5r8"ANC. 4495 D BOLT 12" EMBEDDEPHD2(10)WS3 WIZEN NEEDED RED SCREWS & (1) 5/8" THREADED ROD 45 NP37 31/8" X 7" TP37 (6) 16d HEADER (6) N/A led X 1 1/2" TOP OF BOT. SEC. 46 PA28 PA28 (15) led 3700 47 JL281F-TZ ....._ (8) led HEADER (4) 730 1215 10d X 1 ill" TRUSS 48 RT16A HTOA, H14 (8) 8d TOP PLATE (9) 1380 10d X 1 1/2" TRUSS 49 RT16.2 H10-2 (8) 8d TOP PLATE (8) 116D led X 1 1/2" TRUSS 50 FITS CLIP UR H5 (4) Bd TOP PLATE (4) 540 8d TRUSS 51 RT3A CLIP UR H3, S/H3 (4) 8d TOP (4) 8d 610 BOTTOM 52 TA12 META12 (5) led X 1 11T 990 53 TA14 META16 (7)led X 1/7 1205 54 TA18 META18 (8) led X 1 1/2" (4) led X 1 1/2" 55 (2)TA16 (2)META18 (8)10dX1//2"1-PLY 2410 (8) led X 1 1/2" 2-PLY 56 TA24 META24 (8) 10d X 1 1/2" 1205 57 (2)TA24 (2) META24 (8) 10d X 1 lR" 1-PLY 2410 (8) 10d X 1 112" 2-PLY 58 PHD2A HDU2.SDS2.5 5A611X W BOLT 5 Son' 3215 EMBEDDED EPDXY (6) WS3 WOOD SCREWS 59 THDH614 HGUS5.50/14 (66) 16d HEADER, (22) 6015 12510 led TRUSS 60 HUS179 HUS1.81./10 (30) 16d HEADER, (10) 3205 5610 16d TRUSS 61 THF17157 IUS1.81/16 (24) 10d X 1 1/2" 280 3145 HEADER (2)10d X 1 1/2" JOIST 62 (2) HTW24 (2) HTS24 (24) led X 1 1/2" OR 3060 (20) led 63 THDH314 HGUS414 (16) led POST (66) led 6015 12510 TRUSS 64 HGA10 HGAIOKT (4) WS15 1285 RAFTER/TRUSS (4) WS3 PLATE 65 LUGT2 LGT2 (14) led STUDS (2) 2260 led PLATE (16) 10d TRUSS 66 (2) LUGT2 (2) LGT2 (14) led STUDS (2) 4520 10d PLATE (16) led TRUSS 67 (2) MTW246 (2) MTS24C (14) 10d OR (14) 10d X 2390 1 112" 68 THD2W HHUS26-2, (18) led HEADER (12) 2340 3150 HTU26-2 1 Od TRUSS 69 HTT45 MT74, HTT5 (26)1Od OR (26)1Bad sees STRAP 5/8"X W THREADED ROD EPDXIED WITH 12' EMBEDMENT 70 (2) RT5 CLIP UR (2) HS (4) 8d TOP PLATE (4) 1080 3d TRUSS 71 HUGT3 HOT-3 BLOCK -(2)�THREADED 9860 ROD EPDXIED W112" EMBED. GIRDER -(8)10d 72 SPT24 SP2 (6)10C STUD, (6)10d 1030 PLATE LL ' "z"'d"Ci a� \ Wnunu z' '^ w UWWWTDSFNGCOM To the best of the Engineer's b owledge, information and belief, the structural plans and specifications contained within these drawings comply h the 2014 Residential Florida Building Code. Engine a signature and seal is only for the structural englneerin portions of the drawing pages bearing En ineer's ignature end seal. 00 i � O M n V 1 h N I M �� _ I U_ �I O `ca U) � M U) Y E IL dye LL Q 65 W V Q 110 C � m � 3 n' 1 1� W 0 N co od } M U o LL CO cL LJ 0 0 N a Ta 2 Un ILL. c DO E EK11093 Me RAIN SHOWER File C£";,�' 7 CV 000 ®� /b ® N _ J // J U U U Q o U o F_ DW�o 110 oo R01 EF. IDM[r] TRANGE o\ ro ------ - A0 FX. GL 4(�� ilI .11016 4(!)1,. 0 STD. KITCHEN STANDARD KITCHEN ISLAND BATH #2 OWNERS BATH -STD OPT. DELUXE MASTER BATH -A ROOF . . ......... FRAl61M T/ FINISH CEILING, SEE FLOOR AN................................... 4101 OPT. 4-5/8"CROW 0 01 VARIES MOULDING SEE PLAN C MICRO COOKTOP L PANTRY �I \ niNIi U O 0 / I / I / 12" SEAT 0 DELUXE MASTER BATH-B 6100110 ,110� OWNERS BATH 4(tol,, AO� A& 0 4& LAUNDRY ROOM GOURMET KITCHEN GOURMET KITCHEN ISLAND OPT. KITCHEN RAISED ISLAND OPTIONAL GOURMET KITCHEN RAISED ISLAND (V 26-12 = T-92' v o I I C H 3'-4 $ -9, LL W s � I I III I I IT 1 HEN =^M IoW 2'41 M -4" C G. HT. RI I viiv I I O x: 1A ao I o LA o R 1' 3Z' 0 �(D 3-' I 4'-7 RI 6'-6„ 1'-112 4'-3z' 4..... 6 la � > O M J I - �IN xP N 1 POP-UP ROOF TRUSS TRAY CEILING SCALE: 1" = 1'- 0" T/ FINISH CEILING, SEE FLOOR . .......................... 2x8 FRAMING @ 24" O.C. 2'-0„ OPT. 4-5/8'. CROW MOULDING DROP DOWN TRAY CEILING SCALE: 1" = 1'- 0" FINISHED COUNTERTOP BASE CABINET FINISHED BACK - (NO HALF -WALL) GOURMET KITCHEN PLAN RAISED BAR TOP - FINISHED FINISHED COUNTER COUNTER TOP TOP OGEE STOP 11" BASE CABINET BASE CABINET = _ 2x4 WD. STUD 0 0 @ 24" O.C. SEE 2x FRAMING r PLAN IF REQD.— N 1/2" GYPSUM 1/2" GYPSUMS 2x P.T. SOLE PLATE-\ 2x P.T. SOLE PLA in N cNi rn a N Q O O N � LL o —J Q4uOro o 2 m Uf � O h M !N r 2 N O N E U - m O N Oyu Y s a j O O 2 V W 8 Dr. ­7 , T NMOP Z W, 6 w E 5 a � N W a �a W Na' a� z� N c°o V w m w W Q F oO u'�j U WwwlFDING.COM To the bast of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2014 Residential Florida Building Code, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O M n V n M 03 L1- w c f1 LD ro (j LL M M F SCALE: 1/4" = 1'- 0" N O Q L ro co (� Ur r g In 0 m 1 x WOOD CAP �N (3) W OGEE STOP 1/2" DRYWALL E O Ltl N N i 00 _j OGEE STOP 11" 2x FRAMING m V b J O LL Mlv �iij CO M LLLL 2 n W� O +-� x ; U a� N M M Z) r0_ CW ) 04 a M 2x P.T. SOLE p V! G O PLATE 1 i L° BASE BOARD z r Q. REFER TO s 0 3 SPEC VI Reference No. 16-5050 Sh t FLOW-THRU BAR SECTION FLOW-THRU BAR SECTION ). REFER TO PLAN 7.0 w/ FINISHED BACK w/ HALF WALL RAISED BAR SECTION TYPICAL HALF-WAL SCALE: 3/4" = 1'- 0" SCALE: 3/4" = 1'- 0" INTERIOR E:LEV SCALE: 3/4" = 1'- 0" SCALE: 1" = 1'- 0 File Copy FLOOD LIGHT _ _ � � I EQ. T-6" EQ. - - - - - - - - - - - - - - - - - - - - - - - - - - �„ a \ PH I YP. MASTER \ \ v\ wP BEDROOM \ LED I I\ LANAI GFI { I \ If I \� DELUXE M.BATH /} I I WP I I j\ � I �\\\/�TD. PREWIRE \ PROVIDE I ROUGH -IN FOR I \------------ I \ / BRACING FOR 6/ \ FAN/LIGHT \ \ / FAN l V ---------- o 41 F ' \ I " I \ \ I I � / \ � � V \ \ L - J I py VP \ \\\\ I B H 2 BEDROOM 3 _ \ 0\I 12 NOOK \ 31 G7 / PREWIRE \ \ e / — OPT. PREWIRE I -0— — ROUGH -IN FOR I \ \ FAN/LIGHT I 1 1 \ �nil o 5'-U" s \ \ \ 8'-6" / \ GREAT ROO 4 �' '�� crx/s�----------- rn — 4 4/0,r AGFI N of I 4 AHU KITC ENnv GFI STD. PREWIRE v I —BEDROOM 2 ROUGH-INFORNI \ If FAN/LIGHT SiD.FLOOR LALIO W �\ �12--0"OUTLET I \ N o \ \ I I , 1 D 2-102"1 72 4,6 OP�PREWIRE I ROUGH -IN FOR \ I .......... I FAN/LIGHT \ 1 do \ 1 \ I GFI APPL. / A 3 @ 42" OUTLET 3 FO'YER GFI G W.H P.0 . B I /RECEACLE rX NTATTIC L---- — -'l \ \ ih SP CE \ N � �/ \ � �GFCI 12 13 \ \ GAR. DR P.W. FCI� / \ I 3 CAR GARAGE \ — • DB GAR. DR P.W. \ `\ WID 1 \ 1 IRRIG. 6'4" it v GFI \ OUTLE / r--------------- '1 I OPT. PREWIRE in j o GFI ROUGH-INFOR \ I I r r----------------------------� -4@4 FAN/LIGHT \ WP/LED I i I 1:4 I r ELEIf a ENTRYI j pANE --------------- N I I I I \ I I I I I I I I I \ I I I I I I \I STD. L. \ CIL OF ----------- ----------- -- ------ -- PREWIR WINDOW ---- ---------------- -i-�PREWIRE _ MIS FLOOD „ LIGHT WP 3_0 • Q io I v WP FI — COND. A/C DISC. NOTE: PROVIDE OVERHEAD ELECTRIC SERVICE METER BASE WP GFI 0 c0 STD. C.L. PREWIRE RED -OUT WALL C. PANEL OUTLET FIN _FUR ePANEL WALL DETAIL I 07 SCALE: 1/4" = 1'- 0" 1 ST FLOOR ELECTRICAL PLAN = 1'_ ELECTRICAL LEGEND POWER SYMBOLS 1 110-115 RECEPTICLE WP WEATHER PROOF e- SINGLE POLE RECEPTACLE VP VAPOR PROOF SWITCHED RECEPTACLE OR GROUND FAULT INTERRUPT QUAD RECEPTACLE A ARC FAULT INTERRUPT $ CEILING / SOFFIT RECEPTACLE 48 MOUNTING HEIGHT ® FLOOR RECEPTACLE Goo GARAGE DOOR OPENER 11 220 RECEPTACLE PS PULL STRING 0 SMOKE DETECTOR 4 MOTOR O CARBON MONOXIDE DETECTOR O BATH FAN COMBINATION SMOKE AND CM/SD CARBON MONOXIDE DETECTOR BATH FAN AND LIGHT COMBINATION SINGLE POLE SWITCH ISO ISOLATED CIRCUITS THREE WAY SWITCH 2 OPTIONAL CEILING FAN PREWIRE ®-- SPECIAL PURPOSE G OPTIONAL LIGHT PRE -WIRE L3'II DISCONNECT STANDARD CEILING FAN PREWIRE -jwgZ- ELECTRIC PANEL STANDARD LIGHT PRE -WIRE METER BASE LIGHTING SYMBOLS INCANDESCENT LIGHT )=.O=( 2' FLOUR. SINGLE BULB WALL MINT INCANDESCENT LIGHT ==0I 4' FLOUR. SINGLE BULB WALL WASH FIXTURE r 4' FLOUR. DOUBLE BULB RECESSED LIGHT I (1 I q• FLOUR. WRAP ® BATH FAN AND LIGHT COMBINATION--p�---_I ROPE LIGHTING DOUBLE FLOOD LIGHT SCONCE LIGHT EMERGENCY LIGHT LOW VOLTAGE SYMBOLS L_. SPEAKER PUSH BUTTON / DOOR BELL ® TV OUTLET a DATA OUTLET Jill TELEPHONE ® THERMOSTAT CH DOOR CHIME ELECTRICAL RISER DIAGRAM Z;; Zoo W Z Z �N /W, \ Q d a � O O N Q) c„ € 2 ° w Z be UD 1� U m O w \Y c F- N N E ~ o O w Icu mD E O co — ®I' = di 0 m1Ln C Y j O O Qm a Wa a rn B D• o N n�d N' zz E (0Z W q a W W Z O a< Itr " o N LI �O QU � Z ae'< ❑LL ❑ W Q �tw ZEr WWW.FDSENG.COM To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2014 Residential Florida Building Code. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CP 00 M n v M LL LL -o 0 c ro J � OPTIONAL OVERHEAD SERVICE 150 = #1 Copper or 2/ 0 Aluminum SAME AS UNDERGROUND 150 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. ILLOR 200 AMP SERVICE A/C DISCONNECT rn METER MAIN rn DISC. #12 COPPER TO APPLIANCES AND GFI 150 OR M ♦ Plan Revisions Date: 200 AMP #14 COPPER TO LIGHTS AND OUTLETS 1 2 UNDGND SERV. #10 COPPER TO WATER HEATER 3 BY POWER CO. #8 COPPER TO RANGE #6 COPPER TO HVAC 4 TYPICAL ELECTRICAL PANEL 5 N.T.S. �r #4 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 2014 FBC-R 6 E3603 78 NOTE: INTERSYSTEM BONGING TERMINATION PER 2014 FBIE3609.3 ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE 9 PROVISIONS OF THE 2014 FBC-R Electrical, LOCAL CODES AND LOCAL POWERIUTILITY COMPANY 10 Notes: unless otherwise noted, 11 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" 12 AFF (general) 13 kitchen 44" AFF GFI'S AT FRONT ENTRY 24" AFF 14 bathroom 39" AFF DOOR BELL PUSH BUTTON 44" AFF Tech: JSOTO laundry room 36-AFF THERMOSTAT 60"AFF VI Job Information: exterior waterproof 12" AFF TO CHANDELIER BOTTOM 66"AFF .o-.r CENTER OF VANITY LIGHTS 81"AFF garage general u purpose 42" AFF MICROWAVE OUTLET 80" AFF L range 2" AFF VENTED HOOD 80" AFF 2. All Vim plates & devices to be ganged, where possible. E 3. Electrical switches to be at 42" centerline above finished floor. ty 0 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance g in co t with the national electric code, latest edition, by a licensed electrical contractor who shall be o, CD responsible for the installation & sizing of all electrical, wiring & accessories. co O �J 1— 5. Smoke detectors shall be in accordance with R314 and listed in accerdance with UL 217. 6 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection o m of the branch circuits in all dwelling units per 2014 FBI E3902.12. r 7. Provide Tamper Resistant Receptacles as required by the 2014 FBC-R E4002.14 > 8. R315.1 Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in ��11W�` O all dwelling units in accordance with NFPA 70. Such devices shall be listed by the appropriate LU standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, E gas and vapor detector sensor, according to the installation. O 00 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be permitted N ` O each meets the applicable UL standard. } U coif -14 10. Keep all smoke detectors minimum of 36" from bathroom doors ' , N -1 O 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source A Q y 6 and shall be equipped with a monitored battery backup. VJ J C- `� > L2 m 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and // W � fn d soffits is not acceptable. V) O T 13. All doors and windows providing direct access from the home to the pool shall be equipped 0- •" O with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 E to UL DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a Z E m continuous audible warning when the door or window are opened.. d U 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellingsjnotto J ♦ Reference No. installed within 6' if the outside edge of a sink. This would include the receptacle install 16-5050 washing machine. Receptacles outlests shall not be required on a wall directly behind or sink to fulfill the requirement for an outlet every 24". The width of the sink or range i Sheet: be included in the spacing of the outlets unless the distance from the sink or range is 8.0 the 12" for straight counter tops and 18" for sinks and ranges installed in comer counter ELECTRICAL Per 2014 Florida Building Code Residential, minimum 75% of lighting is compact florescent light bulbs (CFL) and/or LED. File Copy TERMITE SPECIFICATIONS GENERAL STRUCTURAL NOTES STRUCTURAL DESIGN CRITERIA^pp (D Z c z0� SECTION R318 PROTECTION AGAINST TERMITES CAST IN PLACE REINFORCED CONCRETE PRE ENGINEERED WOOD TRUSSES Z � TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED J = M PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR CODE CRITERIA a' METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL oo LL N CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 PLAN Z�r� APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE HALL 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST . FLORIDA BUILDING CODE 5TH EDITION RESIDENTIAL (2014) _ ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS N p m t 6 THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE A 25" LAP PROVIDED EA. WAY. FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. • FLORIDA FIRE PREVENTION CODE 5TH EDITION (2014) p z f PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS 4, CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM 10 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185/ A185M-07. WWF SHALL BE LAPPED ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE FLORIDA BUILDING CODE ACCESSIBILITY 5TH EDITION RESIDENTIAL (2014) - AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". POLYPROPYLENE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. I NFPA 70-11, NATIONAL ELECTRICAL CODES (NEC 2011) AND FBCR CH. 34-43 LU FIBERS FOR SLABS ON GRADE TO BE MIN 1.5 LBS OF FIBER PER CUBIC YARD 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS c 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS MANUFACTURER UNLESS NOTED ON THE PLANS. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-11) F E c NOTES: FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A185M-04A GRADE 40 U.N.O. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. 9 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID N M SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) U BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER w IN WIRE OR PLASTIC SUPPORTS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY IN ACCORDANCE WITH THE FRAMING DESIGN LOADS: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURAL - ACI 530-11) � 8 m c o w PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. TEMPORARY STRINGERS. DOWELS FOR COLUMNS &FILLED CELLS SHALL BE SECURED IN 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2012 EDITION = °' = o 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT E DRILLED THAT EXPOSES UNTREATED PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. U c Y : PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05/ 2.0. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN WOOD FRAMED CONSTRUCTION MANUAL 2012 EDITION c x � R o 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 7. HIGH STRENGTH USP CIA -GEL, 7000-C ANCHORING, EPDXY ADHESIVE BINDER WAS USED IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION Q r? THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, . AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 CIDMUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH a ALUMINUM DESIGN MANUAL - 2010 EDITION A "F" OF THE FLORIDA BUILDING CODE 5TH EDITION (2014) IS TO BE IMPLEMENTED. F303.4 SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL s p® ff' N CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS, TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS, NOTICE TO BUILDER AND ALL SUBCONTRACTORS MASONRY 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, FIELD 1. REPAIR NOTES NOT USED It is the intent of the Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information, Every attempt has been made to prevent error. The Builder CONFORMING T A O ASTM C90-0601 WITH A MINIMUM NET COMP COMPRESSIVE STRENGTH OF 1900 2. „ FOR MISSED VERT. DOWELS, DRILL A 3/4 DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE and all subcontractors are required to review all the information contained in these documents, prior to the PSI fm = 1500 PSI) OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO commencement of any work. The Engineer are not responsible for any plan errors, omissions, or misinterpretations 2• MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-07. PART EMBEDMENT EPDXY (USP HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED undetected and not reported to the Engineer prior to construction. All construction MUST be in accordance to the 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" PER THE MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM information found in these documents. Any questions regarding the information found in these plans should be AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 1111. DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR directed to our Quality Assurance Manager at 321-972-0491 immediately. No backcharges will be considered for CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S reimbursement by the the Engineer without advanced notification and approval by the Engineer. Payments will be 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. made in accordance to the terms of the agreement. THE CELLS FILLED WITH COARSE GROUT. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT WHICH EVER IS LESS. 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) USP REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" HTWM16 TWIST STRAP W/ (4)'/a"x 1 3/4 " WEDGE -BOLTS OR TAPCONS TO MASONRY AND (8)-10d CLEARANCE TO INSIDE FACE. v 1 I/" NAZI R TO TPI ICC POP I IPI IPTC I FCC TWAAI 1909 1 Do /1 IRF /91 WT1A/RA1R ❑nP I IDI ICTC . REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/2.0, UNLESS OTHERWISE NOTED LESS THAN 2450#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) USP ON THE DRAWINGS. HGAM1 OKT W/ (4)'/4 " x 1 '/a " W815 WOOD SCREWS AND (4)'/A "x 1 a/4 " WEDGE -BOLTS ONE 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH EACH SIDE OF TRUSS. STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING FOR SUBSTITUTION. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 5. IF MISSED, MSTAM36 OR MSTCM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL MNNFCTInN Cr1NTPAr.TOP iu1AV INCTAI I I IRP I4TT6 %A// 0111 1rH v 9 +i " Nan Q Aran t/c„ WALL OPENINGS ANCHOR BOLT SET IN USP HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. LOADS FOR (7) DAYS. PER CODE ACI 318-11 6. MISSED ROOF TIE DOWNS MAY BE SUBSTITUTED WITH (1) USP RT16A W/ (8) 8d x 1 1/2"NAILS 11. CONSOLIDATE POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION, AND AND (4) 3/16" DIA, X 1 %' TAPCONS FOR UPLIFTS LESS THAN 1380#. RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. GROUT SHALL FINISH FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 16 20 20 20 TOP CHORD DL 7 10 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 33 40 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) I COMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 PSF (PSF) COMMENTS: BALCONIES/ DECKS 40 BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) vV �i\\P .4 TN pa a N ea..�,e•w �. Z +9llltl W o� U W W W,FD9EN6.COM To the best of the Engineers utowledge, Information and belief, the structural plans at d specifications contained within these drawings comply with the 2014 Residential Florida Building Cade. Engineers signature and seal is only for the structural engineeng portions of the drawing pages bearing Engineer's signature and seal. n rn 0 M I n M h WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER #2 SOUTHERN PINE NUMBER 2 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO DEFLECTION CRITERIA ♦ Plan Revisions Date: ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLGj FLOOR TRUSSES/ BEAMS FLOOR I -JOIST LU240 LU180 LU360 LU360 LU480 TU180 TU120 TL/240 TL/240 TU240 COMMENTS: 1 2 3 4 *TL MAX 2z" UP TO 40FT SPAN **TL MAX *** TL MAX 1/2" 5 8 STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. COLUMNS: 2.0E Fb = 2950 BEAMS: 2.0E Fb= 2950 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE WALL SHEATHING: PLYWOOD C-C/C-D EXTERIOR OR OSB - 15/32" EXPOSURE 1. A MINIMUM OF 1/8" SPACE IS RECOMMENDED BETWEEN PANELS, AT EDGES, AND END JOINTS TO ALLOW FOR EXPANSION STRUCTURAL STEEL 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O 2. STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL WIND LOADING CRITERIA 160C WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY C BUILDING CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 60 ft GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. NOTE: DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING 7 8 9 10 11 12 13 14 Tech: JSOTO Job Information 0 Q O to C) Q O '�cro� c7 V T LO o m I E 0) w O J JOLL 00 oM L 9 > L UPLIFT CONNECTORS U) g 0 m NCL r O 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS LO LL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL z E FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. c THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. a ci 1 � PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS.AND VI Refere ice No. STRUCTURAL PLANS FOR MORE INFO. 1 cU 5050 J J Sheer. N STRUCT CITES MSTA18, SENT File Copy, II II II II II II II II d I II AT PANEL JOINT, MATCH TOTAL NUMBER NAILS FOR TRUSS TO RIM BOARDS ON BOTH SIDES OF JOINT, SEE TABLE A. DECK DECK PANEL PANEL II 27 I II II I I 28 ----,.,-,...-- 1­ 1­ ------ PARTIAL FLOOR TRUSS ELEVATION SCALE: 1 112" = V-0" HORIZ. FRAME TO 96 MASONRY JOINT SCALE: 3"= V-0" 9A SOFFIT CONNECTION SCALE: 3"= V-0" PARTIAL SECTION - FLOOR TRUSS TO ROOF SCALE: 1 1/2" = V-0" I I WALL PANELI II II I I 26 I IUSS DECK CMU WALL PARTIAL SECTION - FLOOR OVERHANG SCALE: 1 1!P' = 1'-0 PARTIAL SECTION - 5 SIDE WALL SCALE: 1 1/2" = V-0" PARTIAL SECTION - ,o SIDE WALL SCALE: 1 1/2" = V-0" ONE 2, SEE ION )NAL ROW EAM BLOCK 'D. SEE 15T FLOOR PLAN. PARTIAL SECTION - TWO STORY OPENING SCALE: 1 1/2" = V-0" A. FOUNDATION TWO STORY WALL SECTION - STANDARD SCALE: 1 1/2" = 1'-0" SLOPE 1/812 1 I d' 1 ; j F/GRADE I I I I I I I I I I A. FOUNDATION ONE STORY WALL 2 SECTION - PORCH SCALE: 1 1/2" = V-0" V-4" A. FOUNDATION ONE STORY WALL SECTION - STANDARD SCALE: 1 1/2" = 1'-0" WALL SECTION KEY NOTES 1. BLOCK STEMWALL AND CONCRETE FOUNDATION, SEE FOUNDATION PLAN. 2. 8" CONCRETE BLOCK WALL. 3. (1) #5 REBAR (GRADE 40) GROUTED SOLID IN A FILLED CELL, CONT, FROM FOOTING TO BOND BEAM w/25" LAP SPLICE. 4. CONCRETE SLAB. 5. WOOD BASE, 6. 1/2" DRYWALL ON 3/4" P.T, FURRING @ 24" O.C. w/ R4.1 FOIL INSULATION. 7. SILL SEAL OR SELF -NAILING PLATES. 8. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C., MAX. R-30 INSULATION w/ OPEN BAFFLE. @ A/C SPACE LOCATIONS. 9. VENTED SOFFIT AND J-CHANNEL, STAPLE SOFFIT TO SUB -FACIA @ 8" O.C. FRAME CONSTRUCTION: ATTACH J-CHANNEL w/ 3/8" X 5/8" STAPLE @ 24" O.C. INTO ROOF TRUSS, 10. ALUM. FASCIA ON 2x4 OR 2x6 SUB -FACIA, 1 1/4" SS TRIM NAIL THRU FASCIA, SOFFIT AND INTO SUB -FASCIA @ 48" O.C. 11. METAL DRIP EDGE. 12. 1/2" CEILING BOARD w/ R-30 INSULATION AS REQUIRED. 13. ROOF TRUSS ANCHORS, SEE ROOF TRUSS INFO SHEET # 6.0. 14.8" CONCRETE BOND BEAM BLOCK w/ (1) #5 REBAR w/ STD. HOOK. 15. ROOF ASSEMBLY: UNDERLAYMENT SHALL CONFORM WITH ASTM D 226 TYPE II, FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462, ASTM D 3161 MODEL #20YR. CLASSIC AR, ATTACH w/ (6) 1 1/4" 11-12GA. w/ 3/8" HEAD ROOFING NAIL PER STRIP OR (2) PER INDIVIDUAL SHINGLE, ASPHALT SHINGLES MANUFACTURED BY OWENS CORNERING. 26GA. GALV. STEEL 4x4 L FLASHING UNDERLYING SHALL BE PER FBC R905.2.7 OVER SHEATHING. SEE MANUFACTURE INSTALLATION INSTRUCTIONS. 7/16" OSB SHT'G w/ 8d RING/ SCREW SHANK NAIL (AS PER R803.2.3.1) 4" O.C. EDGES AND 6" O.C. FIELD [3" O.C. @ GABLE END TRUSSES] w/ CLIPS ON TRUSSES. 16. PIER BASE AND CAP TRIM, SEE EXTERIOR ELEVATIONS. 17. FLAT 7/16" OSB SOFFIT ON UNDERSIDE OF ROOF TRUSSES w/ EXT. MAS. PLASTER. ATTACH OSB TO TRUSSES w/ 8d NAILS @ 6" O.C. EDGES AND 4" O.C. FILED OR 7d SCREW SHANK @ 4" O.C. EDGES AND 3" O.C. FIELD. 21. PRE-ENGINEERED WOOD I - JOIST OR FLOOR TRUSS @ 24" O.C., MAX. SEE SECOND FLOOR FRAMING PLAN. 22. WOOD RIM BOARD, SEE TABLE A FOR ATTACHMENT 23.3/4" T&G WOOD DECKING, GLUED AND ATTACHED w/ 7d X 2 1/4" SCREW SHANK NAIL @ 4" O.C. EDGES AND 8" O.C. FIELD OR 16GA. X 1 3/4" STAPLE @ 2" O.C. EDGES AND 4" O.C. FIELD, SEE SECOND FLOOR FRAMING SHEET, GLUE MUST BE INCLUDED IN THE GROOVE OF EACH PANEL AND BETWEEN SHT'G AND TRUSSES. 24. LPTA, ATTACH w/ (10) 10d X 1 1/2" NAILS, INTO INSIDE FACE OF RIM BOARDS. FOR LOCATIONS, SEE DRAWING # FT2 LPTA's ARE SET IN FROM OUTSIDE FACE OF BLOCK: 2 3/4" @ 1 1/4" X 16" RIM BOARD w/ 2x6 LET -IN 2 1/2" @ (2) 1 1/4" X 16" RIM BOARD 3" @ 2X WD. RIM BOARD w/ 2x6 LET -IN OR DBL. 2X WD. RIM BOARD. 25. MSTA18 @ BUILDING CORNERS, PANEL ENDS AND 32" O.C., INSTALL 9" ON STUD AND 9" WOOD RIM BOARD w/ (14) 10d X 1 1/2" NAILS. «, 26. MP6F TIE PLATE @ 6" FROM BUILDING CORNERS AND 48" O.C., MAX. TYPE I INSTALLATION w/ (12) 8d NAILS. 27. 15/32" STRUCTURAL OSB EXP. I SHEAT'G ON EXT. WALLS w/ ALL EDGES BLOCKED ATTACH w/ 8d NAILS @ 3" O.C. EDGES AND 4" O.C. FIELD OR 16GA. X 1 3/4- STAPLE @ 2" O.C. EDGES AND 1 1/2" O.C. FIELD. 28. 2x4 SPF BOTTOM PLATE, NAILED w/ 10d NAIL @ 12" O.C. TO RIM BOARD. 29. 1/2" DRYWALL ON 2x4 #2 SYP WOOD STUDS @ 16" O.C. AND R-13 INSULATION. 30. 2X WOOD HEADER @ OPENING, SEE SECOND FLOOR PLAN FOR SIZE. 31. (2) 2x4 #2 SYP TOP PLATES w/ HURRICANE STRAP. SEE TOP OF WALL DETAIL #48 FOR SIZE. OF STRAPS, 32. TA18, ATTACH TO FACE OF TRUSS w/ (9) 10d X 1 1/2" NAILS. 33. MSTA12 @ END TRUSS AND 48" O.C., INSTALL 6" UP ON RIM BOARD AND 6" ON UNDERSIDE OF TRUSS. 34. VENTED SOFFIT AND J-CHANNEL ATTACHED w/ 3/8" X 5/8" STAPLE @ 16" O.C. INTO 2x4 SYP NAILER. INSTALL INTERMED. 2X NAILERS AS SHOWN ATTACH SOFFIT w/ CORROSION RESISTANCE NAIL. 35. VALLEY FLASHING, AS REQUIRED. 36. MSTA18 AT END OF EACH PANEL ADJACENT TO WINDOW OPENINGS AND AT 32" O.C., INSTALL 9" ON 2ND FLOOR STUD, AND 9" ON FLOORING ASSEMBLY. ALSO ADD BOTTOM MSTA18 9" ON FLOORING ASSEMBLY AND 9" ON STUD BELOW. 37. SHEARWALL ASSEMBY, SEE FIRST FLOOR PLAN. 38. RT3A AT BOTTOM OF STUDS @ 16" O.C., INSTALL (1) RT3A ON EACH SIDE OF WINDOW OPENING, FIELD INSTALL PRIOR TO INSTALLATION. 39.2x4 #2 SYP P.T. BOTTOM PLATE w/ RT3A @ EVERY STUD ATTACH w/ (1) FA3 @ EACH END OF THE WALL, (1) @ EACH SIDE OF OPENING AND @ 48" O.C. 40. 1/2" MIN. THICKNESS EXTERIOR MASONRY PLASTER, APPLIED OVER TO BLOCK / MASONRY. [STONE VENEER DOTTED, SEE MANUFACTURER INSTALL] 41. 718" MIN. THICKNESS (3 COAT) EXTERIOR MASONRY PLASTER APPLIED OVER PAPERBACK WIRE LATH ON TYPAR OR EQUAL BUILDING WRAP PAPER. [STONE VENEER DOTTED, SEE MANUFACTURER INSTALL] 42. HORIZ. CASING BEAD / STUCCO STOP w/ 4" BARRIER MEMBRANE LAP BLOCK CONST.: ATTACH w/ 5/8" T-NAIL @ 16" O.C. FRAME CONST.: ATTACH w/ 318" X 5/W STAPLE @ 16" O.C. 43. HORIZ. MID -WALL "M" STYLE CONTROL JOINT w/ 4" BARRIER MEMBRANE LAP BLOCK CONST.: ATTACH w/ 518" T-NAIL @ 16" O.C. FRAME CONST.: ATTACH w/ 3/8" X 5/8" STAPLE @ 16" O.C. 44.2x6 #2 SYP BRACE NOTCHED @ TOP TO ATTACH TO TOP CHORD OF TRUSS w/ (2) 12d NAIL ON EACH SIDE (4 TOTAL), ATTACH TO RIM BOARD w/ HGA10 w/ WS3 WOOD SCREWS BRACE @ 48" O.C. w TRUSS DEP. RIM BD. NAILES, RIM BRD. TO FLOOR TRUSS m 9-1/4" 2X10 (4) 10d NAILS h 1 16" 11-1/4"X16" I (6) 10d NAILS z Z z W a z 'S E 'O N �1 Q) ° o rI iU W of V� Ln U - W tLn f3� V p ~ Rm � 0 M U - E d 2 rn `o m 60, U °v; Osv C Y z � O -6 Q $ cn a B D. N.s9YrC ;'l N LN I, the stru turel plena and specifications contain 1 these dr wings comply with the 2014 Resident Is Builtlin1 Code. Engineers signature and seal for the err ,rural engineering portions of the drawl " � � N 0 0 Q O O O T °c LO � m t O M L) o LL W O J j [� U) a O T l s- O LO LL Q E D s a � Reference No. S S1 /_\0197_1.1�7 File Copy MSTA18, BENT on OVER TOP OF //�� 0 MIDWALL @ 32" O.C. W Z WALL PANEL I I I I I I I I 1 1 l l Z `$ o I I I I I I 27 I 1 1 2'-8" 1 J STUD WALL 41 Q n g N I I I I I I I 1. BLOCK STEMWALL AND CONCRETE FOUNDATION, SEE FOUNDATION PLAN. I I I I I I p7 15 ro 1 1 c I I 28 o I I o 2. 8" CONCRETE BLOCK WALL. r I - o o N I I I I I I 26 ACp OPT. STONE 7�'u _-------JJ--------- ------LL------ ----------11----- - 4p TOP OF WALL •-VENEER,SEE 8 rr 3.(1)#5 REBAR(GRADE 40) GROUTED SOLID IN A FILLED CELL,CONTINUOUS (n U cm ELEVATION FROM FOOTING TO BOND BEAM w/25" LAP SPLICE. n 1 O 1° o SCALE: 1 1/2"= 1'-0" ti W v w o AT PANEL JOINT, MATCH i6'-0" 28 7 4. CONCRETE SLAB. (6 0 z TOTAL NUMBER NAILS -�� • o ° 2X STUDS SEE PLAN, I N 25 25 DOUBLE IF 2X4 S. WOOD BASE. U FOR TRUSS TO RIM BOARDS 39 I a O SE w BOTH SIDES OF JOINT, I q 10 6. 1/2" DRYWALL ON 3/4" P.T. FURRING @ 24" O.C. w/ R4.1 FOIL INSULATION. ` (n c r SEE TABLE A. FLOOR TRUSS DECK • 17 • N E o M CMU WALL 43 19 9 7. SILL SEAL OR SELF -NAILING PLATES. 22 r w 0 N DECK DECK 14 40 1 40 8. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C., MAX. E PRECASTLINT_ ---- �� PANEL PANEL - I ADD'L ROW SEE PLAN R-30INSULATION w/ OPEN BAFFEL. @ A/C SPACE LOCATIONS. '. _ ro w �o BOND BEAM BLOCK 9. VENTED SOFFIT AND J-CHANNEL, STAPLE SOFFIT TO SUB -FACIA 8" O.C. U 0 Y AS REO'D. SEE 16 z FRAME CONSTRUCTION: ATTACH J-CHANNEL w/ 3/8" X 5/8" STAPLE @ 24" O.C. C � � ro ro 1 ST FLOOR PLAN. 0 INTO ROOF TRUSS. Q g' PARTIAL SECTION - W 10.ALUM. FASCIA ON 2x4or2x6SUB-FACIA,11/4"SSTRIM NAIL THRUFASCIA, w SOFFIT AND INTO SUB -FASCIA @ 48 O.C. s' ° PARTIAL FLOOR TRUSS ELEVATION a TWO STORY OPENING B. ROOF A ��/ N 11. METAL DRIP EDGE. 8 ® o SCALE:11/2"=1'-0" SCALE:11/2"=1'-0" 1111 N 12. 1/2"CEILING BOARD w/ R-30 INSULATION AS REQUIRED. `��``y � �RQ N 13. ROOF TRUSS ANCHORS, SEE ROOF TRUSS INFO SHEET # 6.0. ! • . •'•.� 2�Nj/ • mE 6 "o, 41 40 14. 8" CONCRETE BOND BEAM BLOCK w/ (1) #5 REBAR w! STD. HOOK. {t• ,v ' °i '�a a I. 15. ROOF ASSEMBLY: v L 16-- T/ 1ST FLOOR SLAB FLAT CONCRETE ROOF TILEq -tUNDERLAYMENT APPLICATION PER FSRA/TRI SYSTEM TWO3.02 �N.c z 43 23 25 1 ---- 1 T2 emu. 40 T/ 2ND FLOOR SLOPE 1/8:12 _ I I UNDERLAYMENT SHALL BE PER FBC R905.2.7 OVERSHEATHING. SEE Z �y` ❑ ❑ MANUFACTURE INSTALLATION INSTRUCTIONS. °e 26 _-A_-�--- --.� x_h HORIZ. FRAME TO ° °� j F/GRADE 5/8"OSBSHT'Gw/8dRING/SCREWSHANKNAIL(ASPERR803.2.3.1) 8w 21 41 ��° 4" O.C. EDGES AND 6" O.C. FIELD [3" O.C. @GABLE END TRUSSES] w/ WWW MSsxc,COM w • To the eat of the Engineer's knowledge, information and 9g MASONRY JOINT w -� P specifications contained CLIPS ON TRUSSES. belief, he structural lens and s 32 R-191NSULATION N 1 --1--� within ese drawings comply with the 2014 Residential SCALE: 3"= 1'-0" / 15 16. PIER BASE AND CAP TRIM, SEE EXTERIOR ELEVATIONS. Florida Building Code. Engineer's signature and seal is 33 T/BRG. HGT. 8 I I only cs e sWctural engineering podlons of the drawing � / 11 1 I 17. FLAT 7/16" OSB SOFFIT ON UNDERSIDE OF ROOF TRUSSES w/ EXT. MAS. ages bearing Engineer's sl nature and seal. R. ATTACH OSS TO 12 34 CD 4"OCEILEDOR7 SCREW SHANKS 4"O.CAED ES AND 3"OCEFELD, - 14S AND 10" 10" 9A - - - - - T/ PLATE - J 21. PRE-ENGINEERED WOOD I -JOIST OR FLOOR TRUSS @ 24" O.C., MAX. M L - - - - SEE SECOND FLOOR FRAMING PLAN. 41 SEE SHEET#FDO ., 40 S-S 72 \ 10 - e 9 A. FOUNDATION 22. WOOD RIM BOARD, SEE TABLE A FOR ATTACHMENT - 13 rr -------- " 23.3/4"T&GWOODDECKING,GLUEDANDATTACHEDwl7dX21/4" z 31 27 SCREW SHANK NAIL @ 4" O.C. EDGES AND 8" O.C. FIELD OR 28 10 41 16GA. X 1 3/4" STAPLE @ 2" O.C. EDGES AND 4" O.C. FIELD, 1 30 ONE STORY WALL SEE SECOND FLOOR FRAMING SHEET, GLUE MUST BE INCLUDED E I -- OPT. STONE VENEER, IN THE GROOVE OF EACH PANEL AND BETWEEN SHT'GAND TRUSSES. gq SOFFIT CONNECTION 6 PARTIAL SECTION - FLOOR OVERHANG 29 SEE ELEVATION 2 SECTION - PORCH FLUSH TO EXTERIOR WALL FACE SCALE: 3"= V-0" SCALE: 1 1/2" = V-0' SCALE: 1 1/2" = V-0" 24. LPTA, ATTACH w/ (10) 10d X 1 1/2" NAILS, INTO INSIDE FACE m C. ROOF - OF RIM BOARDS. FOR LOCATIONS, SEE DRAWING # FT2 - - LPTA's ARE SET IN FROM OUTSIDE FACE OF BLOCK: 2 3/4" @ 1 1/4" X 16" RIM BOARD w/ 2x6 LET -IN - E 2 1/2" @ (2) 1 1/4" X 16" RIM BOARD U_ 28 3" @ 2X WD. RIM BOARD w/ 2x6 LET -IN OR DBL. 2X WD. RIM BOARD. m OPT. STONE VENEER, 41 SEE ELEVATION --►1 28 5 _ - - 25. MSTA18 @ BUILDING CORNERS, PANEL ENDS AND 32" O.C., INSTALL 9" ON STUD AND 9" WOOD RIM BOARD w/ (14) 10d X 1 1/2" NAILS. M 27 I 25 5 23 T/ 2ND FLOOR \� 26. MP6F TIE PLATE @ 6' FROM BUILDING CORNERS AND 48" O.C., MAX. an Revisions Date: 25 1 23 TYPE I INSTALLATION w/(12)8d NAILS. 1 27 T/ 2ND FLOOR I 26 > 15 Y. 27. 15/32" STRUCTURAL OSB EXP. I SHEAT'G ON EXT. WALLS w/ ALL EDGES 2 21 OPT. STONE VENEER, w 3 I BLOCKED ATTACH w/ 8d NAILS @ 3" O.C. EDGES AND 4" O.C. FIELD OR SEE ELEVATION w 16GA. X 1 3/4" STAPLE @ 2" O.C. EDGES AND 1 112" O.C. FIELD. 4 41 26 21���� I 7 J 41 I P_0„ 7 22 1.1 w 8 `, 5 W 22 LPTA LOC. 44 I _ _ 11 28.2x4 SPF BOTTOM PLATE, NAILED w/ 10d NAIL @ 12" O.C. TO RIM BOARD. 6 42 w I FB6YOND T/ BRG. HGT. W._......... _ .. ... 7 35 7 I I 1 � � � . I � 29. 1/2" DRYWALL ON 2x4 #2 SYP WOOD STUDS @ 16" O.C. AND T/ BRG. HGT. 12 • I R-13 INSULATION. g 15 43 I • 24 24 43 17 1p 30.2X WOOD HEADER @ OPENING, SEE SECOND FLOOR PLAN FOR SIZE. 10 40 I ° 12 14 a 40 g 31. (2) 2x4 #2 SYP TOP PLATES w/ HURRICANE STRAP. 11 13 SEE TOP OF WALL DETAIL #4B FOR SIZE, OF STRAPS. 12 1 14 z PREC/'SST LINTEL, a 40 32. TA18, ATTACH TO FACE OF TRUSS w/ (9) 10d.X 1 1/2" NAILS. 13 1 0 SEE PLAN �- OPT. STONE VENEER, 14 1 C SEE ELEVATION 33. MSTA12 END TRUSS AND 48" O.C., INSTALL 6" UP ON RIM BOARD I > @ Tech: JSOTO 1 B. 2ND FLOOR DECK 16 z AND 6" ON UNDERSIDE OF TRUSS' Job infOrnlatl0n: I 29 w B. ROOF e I w 4 34. VENTED SOFFIT AND J-CHANNEL ATTACHED w/ 3/8" X 5/8" STAPLE @ 1 48 PARTIAL SECTION - Of 16"O.C. INTO 2x4SYP NAILER. INSTALL INTERMED.2XNAILERSASSHOWN ~� 2 w ATTACH SOFFIT w/ CORROSION RESISTANCE NAIL. 5 5 SIDE WALL 6 Q 1 OPT. STONE VENEER, uwi 35. VALLEY FLASHING, AS REQUIRED. SCALE: 1 1/2" = V-0" 5 SEE ELEVATION 23 36.. MSTA18 AT END OF EACH PANEL ADJACENT TO WINDOW OPENINGS AND AT Q 2NDFINISHEDFILR. 1 3 6 2 32" O.C., INSTALL 9" ON 2ND FLOOR STUD, AND 9" ON FLOORING ASSEMBLY. (012 O I 4 ALSO ADD BOTTOM MSTA18 9" ON FLOORING ASSEMBLY AND 9" ON STUD m r I IXFT------------ - TIISTFLOORSLAB OPT, STONE VENEER, BELOW. C7 6 Ln J 5 I SEE ELEVATION w 36 I I 21 I - I 3 37. SHEARWALL ASSEMBY, SEE FIRST FLOOR PLAN, m o w I OPT. STONE VENEER, 4 l to II \) I Imo- SEE ELEVATION z X I T/ 1ST FLOOR SLAB 38. RT3A AT BOTTOM OF STUDS @ 16" O.C., INSTALL (1) RT3A ON EACH SIDE T.O.M. I IIA~� 39 41 _-_ F/GRADE 5g ° OF WINDOW OPENING, FIELD INSTALL PRIOR TO INSTALLATION. a. x I 5 27 1 39. 2x4 #2 SYP P.T. BOTTOM PLATE w/ RT3A @ EVERY STUD �� 12 12 i+ x'�i 4 i 42 F/ GRADE AND @ 48'/O.CFA3 @EACH END OF THE WALL, 1 ` a i ATTACH O O @ EACH SIDE OF OPENING II I II Al 1ST FLOOR SLAB LL4 40.1/2" MIN. THICKNESS EXTERIOR MASONRY PLASTER, APPLIED OVER } U Mp v4 ° ° TO BLOCK/ MASONRY. [STONE VENEER DOTTED, SEE MANUFACTURER INSTALL] Mo J O SLOPE 1/8:12 _ 41. 7/8" MIN. THICKNESS (3 COAT) EXTERIOR MASONRY PLASTERAPPLIED OVER Q�N° a ° ° ° ° PAPPERBACK WIRE LATH ON TYPAR OR EQUAL BUILDING WRAP PAPPER. Q (%) m > U ° .[STONE VENEER DOTTED, SEE MANUFACTURER INSTALL] c .t (n a ro < ° o C O 04 a tP. 1 1,4" .4 ° °,• 42. HORIZ. CASING BEAD / STUCCO STOP w/ 4" BARRIER MEMBRANE LAP 0 r p e a BLOCK CONST.: ATTACH w/ 5/8" T-NAIL @ 16" O.C. hi to LU a FRAME CONST.: ATTACH w/ 3/8" X 5/8" STAPLE @ 16" O.C. ,E, c Q y • • ° z E ri A. FOUNDATION 43. HORIZ. MID -WALL "M" STYLE CONTROL JOINT w/ 4" BARRIER MEMBRANE LAP a 16 $ A. FOUNDATION BLOCK CONST.: ATTACH w/ 5/8"T-NAIL @ 16" O.C. FRAME CONST.: ATTACH w/ 3/B" X 5/8" STAPLE @ 16" O.C. V1 Reference No. 1,4„ 44. 2x6 #2 SYP BRACE NOTCHED @ TOP TO ATTACH TO TOP CHORD OF 16-5050 TRUSS w/ (2) 12d NAIL ON EACH SIDE (4 TOTAL), ATTACH TO RIM BOARD Sheet: PARTIAL SECTION - PARTIAL SECTION - TWO STORY WALL SECTION - ONE STORY WALL SECTION - w/HGA10w/WS3WOODSCREWSBRACE@48"O.C. WS-S2 $ FLOOR TRUSS TO ROOF fo IWALL STANDARD STANDARD a TRUSS DEP. RIM BD. NAILES, RIM BRD. TO FLOOR TRUSS LU SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" .1 9-1/4" 2X10 4) 10d NAILS TILE Fa- 16" 1-1/4"X16" (6) 10d NAILS Fflle Copy 3/4" WOOD DECKING DROP GABLE END TRUSS & 2x OUT m LOOK RAFTERS FOR O.H. GREATER UI w ©® SEE STRUCTURAL THAN 12". ATTACH 2 x OUT LOOKER @ Z o NOTES AND NAILING ATTACH FIRE BLOCKI WITH 10d NAILS, TOE -NAILED THRU SIDES INTO TRUSSES TRUSS FIRE BLK'G 16" x 3/4" DECKING 11 NG FILL ALL SPACES AND OPENINGS WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION PER SECT, R602.8 24" O.C.TO TRUSS WITH MTW12 . FOR o SCHEDULE FOR O.H. 12" AND UNDER -SPACE /�� Z ¢ Z SHEATHING DETAILS OUTLOOKER BLOCKS @ 24" O.C. NO ¢ STRAPS REQUIRED. /W' J = m 2x4 SYP BLOCKING BETWEEN DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR O.H. GREATER THAN 12". M TRUSSES @ 48" O.C. MAX. ATTACH 2 x OUT LOOKER 24" O.C.TO TRUSS WITH USP RT16 OR EQUAL FOR O.H. @ — < FASTENED TO EA TRUSS W/ (3) 8d NAILS AT 4" O.C. STRUCTURAL f 7/s' 12" AND UNDER -SPACE OUT COKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. Z " 12d NAILS EA. END. SHEATHING 32" OR SEE STRUCTURAL (n o = M MIN. w/ 8d NAILS @ 3" NOTES AND NAILING STRUCTURAL SHEATHING n 1 N Q) as o O.C. EDGE & 6" O.C. SCHEDULE FOR ,I 0" OR MIN. w! 8d NAILS 4-+ w W o z1. 2x4 SYP CROSS BRACE FIELD SHEATHING DETAIL 1. 16' w 2x4 SPF BLOCKING @ 3 O.C. EDGE & 6 O.C. <o x x s APPROX. 8" FROM RIDGE @ FIELD U — O THEN 48" O.C. AFTER. NAIL w/ GABLE TRUSS PANEL EDGES w/ (3)12d 24* L BRACE FOR GABLE O LU (3) 12d @ EACH END & @ 2x6* L BRACE FOR GABLE NAILS EA. END TO VERTICALS 6-0" AND N c VERTICALS 6'-0" AND TRUSS. NAIL SHEATHING I TALLER. ATTACH L BRACE CROS$INGAT45°ANGLE, IF @4"O.C.STAGGERED wif i W/ 12d NAILS AT 4" D.C. (/i TIPRESENT. NOT REQ'D WHEN TALLER. ATTACH L BRACE ^Y I �f6 N M M ( 8d (MIN 1ST 4 BAYS) ;' ^`;`\` ( I w m v 0 GABLE IS 4'-1" OR SHORTER W/ 12d NAILS AT 4" O.C. jl TRUSS FLOOR DETAIL ) APPRO.8"FRO2x4 SPF CROSS RID E APPROX. 8" FROM RIDGE ' ,� �`� ; GABLE TRUSS FASTEN (1) USP HGA10 = d E G FIRE BLOCKING BRACE CONNECTOR FROM THEN 48" NAIL I JACK TRUSS U ° 610 24" LONG 2X4 #2 SYP w/ (3) 12d @ EACH END & @ I SEE PLAN FOR d a o SCALE: 1-1/2" = r-0" DIAGONAL BRACE TO GABLE SCAB APPLIED TO CROSSING AT 45^ANGLE. I CONNECTION Q m Q VERTICAL GABLE VERTICAL W/ (NOT REQ'D WHEN GABLE 2X6 SYP #2 CONT.W/ (3) #5 X 4%" WOOD IS 4'-1" OR SHORTER) m 12d @ 3" O.C. SCREWS @ 16" O.C. MAX. OR IF MASONRY CONT. 2x4 SPF SPANNING " � s r� NAIL DE DWO D TO TOP — - a PRE ENGINEERED WD WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" nun (4) TRUSS BAYS (8 FT) A ° f 12 > PLATE W/ 12d @ 2" O.C. ." NAIL TRUSS BOTOM 2x4 LOCKING W/4 o w TRUSSES @ 24" O.C. O.C. / CONT. 2x4 SYP SPANNING 4 NAILED TO 2X4 BLOCKING @ 2 12d TOENAILS ®. CHORD TO 2x4 DEAD- () N W TRUSS ANCHOR (SEE 2x6 SYP SEE [ 12 TRUSS BAYS (8 FT) NAILED) 4 BAYS 4" O.C. w/ 12d & (2)12d TO 7 —� w PLAN #2 24" PLANT WOOD W/ 16d @ 4" O.C. CHORD (MIN 1ST 4 BAYS) 2x4'7 - , TOP OF G I , yN N ) ROOF SHEATHING @ / W/ (3) 12d TO CHORD PANEL BLOCKING, :' N /J ROOFING PER SPECS ATTACHED PER O.C. / ( ) 2x4 SPF BLOCKING BETWEEN _7 y,r MIN 1ST 4 BAYS FRAME WALL OR BEAM FASTEN WITH 10d x TRUSSES @ 48" O.C. MAX r+ r- i• NAILING SCHEDUL WALL BELOW SEE PLAN 3"@4"O.C. (n�' TRUCTURAL SHEATHING MASONRY WALU LINTEL W o SEE ROOF PLAN FOR (5) -12d / BRACING DETAIL (') T-BRACE OR L•BRACE MUST BE OR WOOD BEAM/WALL 0111111 USP RT5 U) TO 2X4 / SABE MU ME SPED ES AND GRADE(ORW a d o MORE INFORMATION NAILS 2X6 _ _ _ �g GABLE END WITHOUT VOLUME CEILING (FRAMING) *BRACE SEE PLAN FOR MORE BETTER) SAME PASIWEB MEMBER ES AND E (OR INFO (MASONRY SHOWN) Q LU N _ DOUBLE 2x TOP PLATE - f @ SCALE: 1/2" = 1'-0" _. DETAIL '� Q • '� REFER TO ELEV. 2x4 SYP / BETTER) AS WEB MEMBER Z #2 24"���/// a Z! (2) 2x #2 SYP HEADER - CONNECT ALL2xSTUDS 4-0 / GE21 SECTION @DUTCH GABLE � Z N =NU SEE STRUCTURAL MAX SCALE: 1/2" = V-0" DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS Qm-y FLOOR PLANS FOR MIN TO TOP PLATE W/ (4) 16d FOR O.H. GREATER THAN 12". ATTACH 2 x OUT HEADER SIZE TOENAILS 2X4 SYP #2 CONT.W/ (2) #5 X - SEE STRUCTURAL NOTES AND LOOKER @ 24" O.C.TO TRUSS WITH MTW12 . FOR 8 NAILING SCHEDULE FOR To the best of the En www Poston an OM 4/z" WOOD SCREWS @ 16" O.H. 12" AND UNDER -SPACE OUTLOOKER BLOCKS Engineer's d specifications ions cons and O.C. MAX. OR IF MASONRY SHEATHING DETAILS @ 24" O.C. NO STRAPS REQUIRED. beret, he structural plans and specifications contained CONNECTALL2x STUDS DETAIL .within these drawings comply with ig 2ure Residential WALL USE (2) 1/4" X 3 1/2" Florida Building Code. Engineers signature and seal is TO TOP PLATE w! (4) 16d O H only for the structural engineering portions of the drawing TOENAILS SEE ELEV 9 SECTION @ SHED ROOF TAPCONS AT 16" O.C. pages bearing Engineer's signature and seal. 8d NAILS AT 4" O.C. STRUCTURAL n SCALE: 3/4" = 1'-0" SHEATHING 32" OR 7/6' C? 2x4 SYP BLOCKING BETWEEN MIN w/ 8d NAILS @ 3" o NOTE: 40" MAX. SILL -STRUCTURAL TRUSSES @ 48" O.C. MAX, O.C. EDGE & 6" O.C. HGT. ON ALL BEDROOM SHEATHING ATTACHED FASTENED TO EA TRUSS W/ (3) FIELD WINDOWS. PER NAILING 12d NAILS EA, END. 2x6* L BRACE FOR GABLE WINDOW w/SCREEN SCHEDULE, SEE NOTE 2x4 SYP CROSS BRACE APPROX, _�\� VERTICALS 6-0" AND 15 ON WS-S1 8" FROM RIDGE THEN 48" O.C. GABL TRUSS TALLER. ATTACH L VARIES W/ BRACE W/ 12d NAILS AT 2x w/ 12d 12" O.C. TO 2x #2 SPF @ 16" O.C. U.N.O. w/ ROOF SLOPE AFTER. NAIL w/ (3) 12d @ EACH END & @ CROSSING AT 4" O.C. FLOOR SYSTEM BELOW STRUCTURAL EXTERIOR14 M 0 n M 314" WOOD DECKING [DOTTED) LL 0 SHEATHING FROM TOP OF WALL 45 ANGLE, IF PRESENT. (NOT i WOOD WALL OR i m CONTINUOUS TO THE BOTTOM OF REQ'D WHEN GABLE IS 4'-1" OR i u� WOOD BASE TRUSS. SEE PLAN 2X4 CONT. W/ 12" LONG 2X4 #2 SYP. THE BEAM BELOW ATTACHED PER 3 12d COMMONS SHORTER) BLOCK AT BRACE PLYWOOD FLOORING NAILING SCHEDULE (IF EXTERIOR () SEE FLOOR FRAMING NAILS EACH STUD TYP. FASTEN (1) USP HGA10 BRACE LOCATION. FASTEN TO �� SHEATHING CANNOT BE � � i in PLAN FOR MORE INFO INSTALLED THIS WAY, WALL IS T&B CONNECTOR FROM DIAGONAL SILL PLATE W/ 12d @ 3" i y REQ'D TO HAVE USP SPT22/SPT24 BRACE TO BLOCK/PLATE O.C. �\ LL CONNECTORS TOP & BOTTOM) O ® NAIL GABLE TRUSS TO IF WALL SHEATHING IS NOT TO WOOD TRUSS THE BOTTOM OF GIRDER INSTALL CONT, 2x4 SYP SPANNING 4 TOP PLATE w/ O.C. PRE-ENG. () 2x8 P.T. PLATE NAILS @ 4" O.C. M FLOOR USP LSTA24 STRAP FROM STUDS TRUSS BAYS (8 FT) NAILED %2" x 8" ANCHOR BOLT SYSTEM TO GIRDER BELOW AT 32" D.C. TRUSS OR ROOF SYSTEM W/ (3) 12d TO CHORD 4 BAYS @ 48" O.C. MIN TABLE AEE / Plan Revisions Date: (MIN 1ST 4 BAYS) KNOCK OUT COURSE 1 WOOD BEAM OR G.T. DETAIL MASONRY WALL � 2 SEE PLAN FOR MORE ^ BRACING DETAIL 3 INFO. SHEAR TRANSFER EXTERIOR WALL 5 GABLE END WITHOUT VOLUME CEILING (MASONRY) _ *T-BRACE OR L-BRACE MUST BE 4 111 SCALE: 3/4" = 1'-0" SCALE: 1/2" = 1'-0" SAME SPECIES AND GRADE (OR s DETAIL WF31 TYPICAL WALL SECTION I BETTER) AS WEB MEMBER DROP GABLE END TRUSS & LOOKOUT RIM BOARD 8 SCALE: 3/4" = 1'-0° OUTLOOKER BLK. RAFTERS FOR O.H. GREATER THAN 12" FOR DECK T DECK 3/4" WOOD DECKING y ROOF SHEATHING 12" AND UNDER - SPACE OUTLOOKER BLOCKS PANEL PANEL 10 AT 24" O.C. INTERIOR STUD WALL. USP MTW12 @ SEE FLOOR PLAN FOR 12 TABLE A TRUSS DER RIM BD. # NAILS. RIM BRD. TO FLOOR TRUSS 9}, 2x10 (4) 10d NAILS 11 }" 2x12 (6) 10d NAILS 16" 1 4" x 16" (6) 10d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR (4) 12d NAILS LOOKOUT RAFTERS IF X LOCATION/SIZE/HGT. SHEATHING DETAILS EA. END APPLICABLE 3/4" WOOD DECKING 2X4 BRACING @ 48"O.C. w/ /' '/ / / STRUCT. SHEATHING 7/16" MIN. THK. - NAIL /8d COM 3" O C (3) 10d NAILS AT EACH END 2X4 BLOCKING @ 48"O.C. w/ (2) 16d TOENAILS AT EACH END 2x4 LET -IN BRACING - @ TOP AS REQ D 13 14 tech: JSOTO ri Job Information: L w @ 0) U' EDGES & 6" O.C. FIELD E Q / 16d NAILS @ 6"O.C• PRE-ENG. TRUSS­` RUSS TRUSS FLOOR DETAIL 2 Q 2X4 SPF BLOCKING / / m @ 48" O.C. MAX.w/ / / USP SPT22 E c0 O 2X4 BRACE@ 4'-6" / /V 2 DECK CONNECTION @PANEL JOINT 00 T (3) 12d END NAILS ON CENTER-r/ / EACH END (2) 2x8 #2 SYP HEADER Wit 1/2"FLITCH PLATE EACH // // / / SIDE CONNECTED TO DBL. / / JAMB STUDS w/ LSTA12 OpZ Zwa 30 TRUSSES/ USP LSTA12 16d NAILS / @ 6"O.C. 3/4" T&G PLYWOOD DECKING SEE PLAN W/10d NAILS @ 6" O.C. 2X4 CONT W/ SEE 5/WS-S3 FOR SILL BOTTOM CHORD 1/2" GAP USP HGAM10 @ 4'-0" 10d NAILS @ 4" O.C. ATTACHMENT OF ATTIC MAX. OR USP TA18 @ SEE PLAN sit TRUSSES 4'-0" O.C. FOR TOPOFn - EXTERIOR INTERIOR WALL 2x BLOCKING TO MATCH BOTTOM CHORD SIZE W/ (3) 10d TOENAILS EA END @ 48" 0 C ATTACH FIRE B WITH 10d NAILS THRU SIDES IN TRUSS FIRE BL 16" x 3/4" DECKI 9-1/4" x 2x10S ATTA TO B T 13. @ RIM BOARD TO SCALE: 1-1/2" = 1'-0" m 1 > 0 3/4" WOOD DECKING LOCKING TOE=NAILED TRUSSES ^ w KG W NG 1/2" OBS DRAFTSTOP. 0 Qj V ATTACH TO WOOD 'V Y M TRUSSES U oLL _j Q � m CH WOOD TRUSS ' ^ c •� N a —BLOCKING AS RE'Q. ♦ Reference No. 8"C.M.U. SEE 4'1 INTERMEDIATE 4—�(a)END CONDITION ___ L 16-5050 PLAN FOR REINF. H LOCATION OF DROPPED Sheet: _� �\` BRACING DETAIL TRUSS FLOOR DETAIL TRUSS FLOOR DETAIL CEILING SEE FLOOR W _ TB14 NON—BRG. EXT. CMU WALL / 1 SECTION@GABLE ATTIC PLAN Q� TYPICAL INTERIOR BEARING WALL DRAFT STOPPING SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SCALE: 1-1/2" = V-0" SCALE: 1 1/2" = 1'-0" DETAILS Fide Copy ®® zo©© STRAP MSTA12 FROM STRAP MSTA12 FROM STRAP MSTA12 FROM 8" CONC, LINTEL BLOCK W/ z ¢ o TOP PLATE TO HEADER TOP PLATE TO HEADER TOP PLATE TO HEADER (1) #5 REBAR, CONT. ¢ in @ 24" O.C. @ 24" O.C. @ 24" O.C. MSTA24 (2) MSTA24 (2) MSTA24 (2) A D- HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN d — GM� d ¢ A NAILS @ TOP NAILS @ TOP ZZ NAILS @ TOP A FOR LOCATION OF FILLED ° ° N PLATE (TYP.) PLATE (TYP.) PLATE (TYP.) LINTELS. m d a Ln _ C M O.ro 0 ° HEADER PROVIDE MSTA18 TO HEADER PROVIDE MSTA18 TO HEADER PROVIDE MSTA18 TO u� i--r LL, : ' OUTER STUD, TYP. OUTER STUD, TYP. _ - _ OUTER STUD, TYP. (� p z° \\��� A SECTION A -A A SECTION A -A �'A SECTION A -A Gi)0 HEADER, SEE FLOOR PLAN HEADER, SEE FLOOR PLAN j ARCH WINDOW `� HEADER, SEE FLOOR PLAN c r- — M y N 1 I (a M FOR PROPER SIZE FRAMING FOR PROPER SIZE FRAMING (DOTTED) FOR PROPER SIZE FRAMING 1x4 P.T. WINDOW BUCK w N o of m - ELL NAIL STUDS TOGETHER NAIL STUDS TOGETHER NAIL STUDS TOGETHER II I I ❑ ° 0 es o VARIES SEE WINDOW CHART w/ 10d NAILS STAGG. @ VARIES SEE WINDOW CHART w/ 10d NAILS STAGG. @ 1 NAILS STAGG. I I w C Q $ ' a ° [4'-0" OR GREATER] 12" O.C., MAX. SPACING. [3'-0" OR SMALLER] 12" O.C., MAX. SPACING, VARIES, SEE WINDOW CHART 12 12" O.C., MAX. SPACING. G I x . I VERT. MULLION y � I I AS REQO. 3 °' A B D \\-";�� DOUBLE STRAPS STUDS TO RIM BOARD w/ MSTA18 CONN. OUTER STUD TO RIM JOIST w/ MSTA18 I I o � SEE WINDOW SCHEDULE a w II \�Jv��pp;0 IV I I B N CMU BLOCK CMU BLOCK i i �S� . ... ••. •o CMU BLOCK T7 I I ' w ate,' �,.fh ��,y W044C�� PRECAST SILL CI W U .ow a TYP. HEADER DETAIL- TYP. HEADER DETAIL- L.L. zA°Fas�°�" TYP. HEADER DETAIL- W N/11(I111111',�°""` 2ND FLOOR FRAMING 2ND FLOOR FRAMING M GREATER �L ARCHED ENTRY WINDOW WINDOW -STANDARD-BLK z�� goy 4'-0" OR 3'-0"OR SMALLER J W W W TDSENG.COM SCALE: NTS SCALE: NTS SCALE: NTS SCALE: 3/4" = V-0" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these rswings comply with the 2014 Residential Florida Sulldi g Code. Engineer's signature and seal is only for the aructural engineering portions of the drawing pages bearing Engineer's signature and seal. 00 O1 0 M NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT.2x4 BLOCK'G AROUND CURVE 8" CONC. LINTEL BLOCK W/ #5 CONT. NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 20 BLOCK'G AROUND CURVE 8" CONIC. LINTEL BLOCK W/ #5 REBAR, CONT. NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCK'G AROUND CURVE 8" CONC. LINTEL BLOCK w/ 8" CONC. LINTEL BLOCK W/ MIN. ATTACH w/ 3116" X 3 1/2" (1) REBAR, MIN. ATTACH w/ 3/16" X 3 1/2" (1) MIN. ATTACH w/ 3/16" X 3 1/2" (1) #5 REBAR, CONT. o (1) #5 REBAR, CONT. TAPCONS @.24" O.C. TAPCONS @ 24" O.C. TAPCONS @ 24" O.C. HIGH STRENGTH PRECAST HIGH STRENGTH RECESSED C PRECAST LINTEL, SEE HIGH STRENGTH RECESSED C PRECAST LINTEL, SEE C HIGH STRENGTH RECESSED PRECAST LINTEL, SEE LINTEL, SEE FLOOR PLAN SD-W FLOOR PLAN FOR LOCATION D_W FLOOR PLAN FOR LOCATION D_W FLOOR PLAN FOR LOCATION M FOR LOCATION OF FILLED OF FILLED LINTELS. OF FILLED LINTELS. OF FILLED LINTELS. LINTELS. LL a 2x8 P.T. w! 1/4" X 2 3/4" 2x8 P.T. w/ 1./4" X 2 3/4" � TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. Myz/� 2x8 P.T. SYP NAILER, Lu EACH FACE w/ (1) -1 o I I I 2x8 P.T. w/ 1/4" X 2 3/4" ii y 1/4" X 3 1/4 TAPCON w I 12x4 SPF CONT. 2x4 SPF TAPCONS @ 12" O.C. EACH END '_ @ O 2x4 SPF CONT. I BLK'G ATTACHED I CONT. BLK'G y BLK'G ATTACHED L 71: TO 7/16" OSB w/ w I I ATTACHED TO w - - M 3 o To 7/16^ O56 wl M ❑ (2) 6d NAILS D I I —°- 0 7ns" os6 wi o Plan Revisions Date: D ❑ Z (2) 6d w x w 7/16"OSBw/8d x (2) 6d NAILS _ _ --- --- ------------ w - D-W 3 _ --_— --- --- TT--�� ----- 7/18 OSB w/ 8d N NAILS @ 6" O.C. y --- --- --- I 7/16" OSB w/ 8d NAILS _ O rn 2 tw rn I I NAILS @ 6" O.C. 3 O TO SIDE AND 3 TOP. O 11 @ 6" O.C. TO SIDE AND 0 3 I I TO SIDE AND z z I I TOP. ❑ 4 2x8w/ 2 Sd O I I TOP. VERT. ORHORIC.. w I VERT. OR HORIZ. B 3 I MULLION AS w 112x8 SYP INFILL I I FRAMING @ 16" O.C. Z 6 I MULLION AS B N I SD-W B w NAILS @ EA. END 1 REQ'D. gD_�A/ REQ'D. I I I VERT. OR HORtZ. to 7 (TYP.4 PLACES) I I �I 1x4 P.T. WINDOW MULLION AS REQ'D. D-W 8 SEE WINDOW SCHEDULE 7/16" OSB (1 PIECE) 1x4 P.T. WINDOW ''BUCK I I BUCK I lx4 P.T. WINDOW 9 W/ 8d NAILS @ 4" O.C. I I SEE WINDOW SCHEDULE 1 I SEE WINDOW SCHEDULE S II�fI HEDULE SEE WINDOW 10 TO ALL FRAMING MEMBERS 11 (EXT. FACE ONLY) 12 PRECAST SILL PRECAST SILL PRECAST SILL 13 14 Tech: JSOTO OSB SHEATHING MID-POINT,BO TOM MID BOTTOM) H WINDOW - TA -BLK G WINDOW - 1/2 ROUND TOP-BLK F WINDOW - EYEBROW-BLK 0 WINDOW - COMBINATION-BLK Job Information: -POINT, S/BNOT€S: POINT WHERE TO 16d NAILS FASTENED @ 12" O.C, BOTH SIDES SCALE: 3/4" = V-0" SCALE: 314" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" PANELS MEET 2X4STUDS NAIL w/ tOd NAILS THERE CAN EXIST UP TO A 1/2" WIDE GAP v° (5) EA. 16d @ 4" O.C. BETWEEN STUDS, O NAILS @ 18" O.C. WHICH CAN BE �R T SHIMMED IN THE FIELD. m c ° TOP CORNER DETAIL WALL JOINT DETAIL r SCALE: MS scALe Nrs 1/2" DRYWALL (DOTTED) � 8" CONC. BLOCK 1X P.T. FURRING , 8•CONC. LINTEL BLOCKw/ 1X P.T. FURRING , � TOP PLATE SHALL SEE FLOOR PLAN I I I (1) #5 REBAR, CONT. 1/2" DRYWALL (DOTTED) I 8" CONC. BLOCK 8" CONC. LINTEL BLOCK a ^+ VJ W BE SPLICED AT I VERT. REINFORCEMENT, SEE FOUNDATION PLAN HIGH STRENGTH RECESSED 1X P.T. FURRING VERT. REINFORCEMENT, SEE I (1) #5 REBAR, CONT. LEAST 48" FROM I FOR LOCATION I PRECAST LINTEL, SEE FLOOR PLAN FOUNDATION PLAN FOR LOCATION 1 1/2" DRYWALL (DOTTED) _ I N BOTTOM SPLICE I FOR LOCATION OF FILLED LINTELS. O � ` 0) (2) ROWS OF (9) 16d 1X P.T. FURRING (DOTTED) SEE FLOOR PLAN L 7/16" OSB (1 PIECE) 1 7I16" OSB w/ Sd NAILS 2x8 P.T. w/ 1/4" X 2 3/4" 1/2" DRYWALL (DOTTED) - HIGH STRENGTH PRECAST LINTEL, w = I %- W U 0 V Y M NAILS @ 3" O.C. ROOF FRAMING WINDOW FRAME, NAIL @ 6" O.C. ON SIDE AND TAPCONS @ 12" O.C. 1X P.T. FURRING - SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS. U O J O U- STAGGERED DOUBLE TOP PLATE 2x8 P.T. SYP NAILER, FIN TO FACE OF OSB TOP tx4 P.T. WINDOW BUCK, ALIGN WITH //�� J EACH FACE W/ (1) I 7/16" OSB w/ 8d NAILS 1 @6"D.C. ON SIDE AND INSIDE FACE OF BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN WINDOW 1X P.T. FURRING (3) Q O (n m 1/4"X31/4 TAPCON NOTE: WINDOW BUCK, ALIGN WITH W @ EACH END (2 TOTAL) MAY CUT BACK 2x8 P.T. @ TOP. WITH 3116" X 2 1/4" TAPCON THRU WINDOW FRAME INTO BLOCK WITH INS INSIDE FACE OF BLOCK,, TEMPORARILY � � � fn ._ 0_ N 3" 3" TOP TO ALLOW CONT. 2x4 BLOCK'GAROUND CURVE 2x4 SPFCONT. BLK'G MIN. 1 1/4" EMBEDMENT, SEE WINDOW FASTEN WITH NAIL, FASTEN WINDOW O a T O USPMSTA18 HURRICANE STRAP @ 32" O.C., BEND 16d NAILS @ 16" O.C. AWAY FROM SPLICE ATTACHED TO7116"OSB MIN. ATTACH w/ 3/16"X31/2" w/(2) 6d NAILS TAPCONS @ 24" O.C. SCHEDULE FOR NUMBER OF TAPCONS REQUIRED. WITH 3/16" X 2 1/4" TAPCON THRU WINDOW FRAME INTO BLOCK WITH MIN. 1 1/4" EMBEDMENT, SEE WINDOW z "° E LL Q N STRAP OVER V.T.P., 4'-0" SCHEDULE FOR NUMBER ESO a OF TAPCONS ALIGN WITH MSTA 4" REQUIRED. a U 0 ¢ STRAP BELOW ALIGN OSB WITH SETBACK OSB FROM 7 Reference No. DBL. TOP PLATE SPLICE CONN. 1X FURRING FACE OF BLOCK. 16-5050 SCALE: NTS Sheet: WALL DETAILS WINDOW JAMB OCTAGON-BLK WINDOW HEAD -ARCH WINDOW-BLK WINDOW HEAD - STANDARD-BLK WINDOW HEAD - STANDARD-BLK SD-W N D B A SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FM File Copy Z ('DF —o z QN Z Q N Q n TOP PLATE MUST BE NAILED a rn 8" CONC. LINTEL BLOCK w/ = M rn r (D . . TO HEADER (1) #5 REBAR, CONT. ¢Drn HIGH STRENGTH PRECAST v° ILL MSTA12 FROM Z LINTEL, SEE FLOOR PLAN -o cv TOP PLATE TO HEADER PROVIDE RTS TO FOR LOCATION OF FILLED (� N 0 m " OUTER STUD, TYP. ZA @ 24" O.C. LINTELS. Q) w o o NAIL STUDS TOGETHER w/ 10d NAILS STAGG. @ 12" O.C., MAX. SPACING PROVIDE RT3 TO OUTER STUD, TYP. A MST A 18 (2) NAILS @ TOP PLATE (TYP.) SEE DOOR z MSTA24 (2) _ NAILS @ TOP w (Duo PLATE (TYP.) N SECTION A -A P.T. DGOR N 0 ^ M BUCK U a 0MM E HEADER, SEE PLAN. p S— 0 = N c 8 cO N w w L) UN Q°a ad h D CY Q & � o a con SD-D o a or z_ m > ? W A jW s w T/ CONC. CURB T/ 1ST FLOOR SLAB T/ GARAGE SLAB \ > My zz SCHEDULE o 0 04 uu 0 FRM'G @SHEAR WALL: UPLIFT 0 OPTIONAL SERVICE DOOR W W W FDSENG.COM SCALE: NTS SCALE: NTS To the best of the nginear's knowledge, Information and belief, the strucluri plans and specifications contained within these drawif is comply with the 2014 Residential Florida Building Ocle. Engineer's signature and seal is only for the structur'lai engineering portions of the drawing pages beano I Engineer's signature and seal. CONTRACTOR NOTE: INSTALLATION FOR GARAGE DOOR CONTRACTOR NOTE:00 TYPES (AS PER TEST'960507-A) 8" CONC. LINTEL BLOCK w/ FOR INSTALLATION SIZES OF N (1) #5 REBAR, CONT. SLIDING DOOR UP TO 8'-0" X M 6-8" TO 8'-0" X V-0" MAX. r, �K (2) 2x4 LAMINATIONS w/ (1) ROW 2x4 P.T. SYP ATTACHED w/ HIGH STRENGTH PRECAST (AS PER TEST #96-0608.20) - OF STAGGERED 10d COMMON POWER ACTUATED 0.14" X 3" LG. LINTEL, SEE FLOOR PLAN — WIRE NAILS. SHOTS @ 12" O.C. OR (10) FOR LOCATION OF FILLED 3/16" X 3" TAPCONS. LINTELS. 8" CONC. LINTEL BLOCK w/ 8" GT. CONC. LINTEL BLOCK w/ 04 (D 0.148", L 1" = = 3") OR EQUAL LO T/ BRIG. H(1) #5 REBAR, CONT. (1) #5 REBAR, CONT. LL HIGH STRENGTH PRECAST HIGH STRENGTH PRECAST RECESSED LINTEL, SEE FLOOR PLAN LINTEL, SEE FLOOR PLAN � ^ FOR LOCATION OF FILLED LINTELS'14. FOR LOCATION OF FILLED off LINTELS. — N 0 78" T o 2x6 P.T. SPRING BOARD, C N ATTACH w/(1)1/2"X8" a �� LL .ASTM A307 J-BOLT ANDCOS (4) 1/4" X 3 1/4" TAPCONS o (3) 2x4 LAMINATIONS w/ (2) ROW 0 54" IN CORNERS 1 1/2" IN FROM P.T. DOOR BUCK & 2x8 P.T. DOOR BUCK 11 OF STAGGERED 16d COMMON ALL CORNERS. M z °' s WIRE NAILS. q q (� z Plan Recisions Date: (ONE INTO EACH OUTSIDE FACE) ^ w L GARAGE OPENING Oz a N 1: A a 1 1z, 0 30" 2x6 P.T. #2 SYP @ EACH SIDE o --_� w -- iv u z SD-D p 2 (D = 0.162", L = 3 1/2") OR EQUAL FOR ATTACHING BRACKETS D c� pw O FOR VERT. TRACKS w/ a k ILL 3 N (4) 1/2" X 8" ASTM A307 J-BOLTS. SD-D a h 4 TO BE INSTALLED 3" FROM T/ 1ST FLOOR SLAB o 5 0 6" OUTSIDE CMU FACE. o F RECESS IN SLAB 6 T/ GARAGE SLAB @ DOOR 7 8 L lei. a 9 Iry MAX. GARAGE DOOR OPENING, SEE PLAN FOR WIDTH 10 (3) 2x6 LAMINATIONS w/ (2) ROW 11 12" OF STAGGERED 16d COMMON SEE DOOR 12 WIRE NAILS. NOTES: SCHEDULE SEE WINDOW SCHEDULE ° (ONE INTO EACH OUTSIDE FACE) SIDE JAMB ATTACHMENT IS PER ACI 530.1 CHAPTER 2 ASD SECTION 2.1.4 13 I [SUPERCEDES WAYNE DALTON JAMB ATTACHMENT SUPPLEMENT] 14 m 12 (D = 0.162", L = 3 1/2") OR EQUAL Tech: JSOTO Job Information: GARAGE DOOR ELEVATION F STANDARD DOOR ELEVATION SLIDING GLASS DOOR ELEVATION "- s_ 'r� SCALE: NTS SCALE: NTS rE SCALE:NTS O� fll C) a C� O NOTES: m td O m (0 1 - ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDE OF COLUMN. c7 (,� p C 2 -ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE co o LAST LAMINATION. 1 8 7/8" WALL THICKNESS t 3 - FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL. (SPACE AS SHOWN FOR 3-PLY) 8" CONC. BLOCK I 8" CONC. BLOCK 8" CONC. BLOCK 7 5/8" BLOCK WALL I W (Jj VERT. REINFORCEMENT, SEE VERT. REINFORCEMENT, ASSEMBLY I 4 - REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION. FOUNDATION PLAN FOR LOCATION I ° VERT, REINFORCEMENT, SEE SEE FOUNDATION PLAN FOUNDATION PLAN FOR LOCATION - N _ I FOR LOCATION: 5 1/2" METAL a , W 1/2" DRYWALL (DOTTED) PAN FLASHING I O ` Ol 3000 PSI CONC. @ 28 DAYS 1/2"DRYWALL (DOTTED) T N 1X P.T. FURRING �' THRESHOLD y 'V M 1/8" GAP @ RECESS 1X P.T. FURRING tp J DOOR FRAME AND TRIM (DOTTED) - SILICONE CAULK BACK J O LL 4 1/4" X 3/4" RECESS OF THRESHOLD TO PAN W O +-r " N U FULL WIDTH OF J 8 > 2x4 P.T. #2 DOOR BUCK, ALIGN WITH INSIDE .2x8 P.T. #2 SYP DOOR BUCK, ALIGN m FACE OF BLOCK, ATTACH w/ 3/16" X 3" DOOR ASSEMBLY WITH INSIDE FACE OF BLOCK, ATTACH W N 0- TAPCONS @ 16" O.C. AND 6" FROM EA. END 2x6 P.T. #2 SYP ATTACHED � , � ° a .16 w/ (4) 3/16" X 3" TAPCONS, TOP AND U+ 0 r -C a w/ (4) 1/2" X 8" ASTM A307 ° SIDES, SEE ELEVATION FOR LOCATION. d , 0 J-BOLTS w/ 1 1/2" DIA. WASHER, SEE DOOR MAUFACT. DETAILS FOR SEE ELEVATION FOR LOCATION. ° m I E IN. PROTECTED WRAP Q INSTALLATION SILL SEALER TAPE CONC. `ALLOWABLECONTINUOUSFILEER,UPTO `m E T UNDER PAN 51/2"WIDE, 1X NAILED TO 2x8 @ 6" O.C. STAGGERED a 0 a ♦ IReference No. 16-5050 Sheet: K STD. NAILING FOR BUILT-UP COLUMNS D 2X DOOR BUCK DETAIL c GARAGE DOOR BUCK DETAIL s DOOR PAN FLASHING A SLIDING GLASS BUCK DETAIL `SD_D SCALE:NTS SCALE:NTS SCALE: NTS SCALE NTS File Copy MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WINDOW UNIT THESE DETAILS ARE GENERIC AND MEANT TO SHOW /� UI M WEATHER SLOPE FRESISITIVE GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. W z a 0.3in:12.0in WOOD FRAME CONSTR +ty o 0 BARRIER R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-V BEAD OF CONSTR. (0.6 Cm : 30.5 cm) shall comply with Section R703.8. z °J SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING Q ..3 * OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN SELF ADHERED FLASHING J WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and a iu (ASSEMBLEDW NDw) a.,.. ;„ OR EQUAL WEATHER PROOF CAULKING EXTERIOR breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier - > -o rn `3 PRODUCTS DETAILS o 2N x r CEMT. FIN. shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be v u `WEATHER €fr SELF -ADHERED FLASHING BUILDING PAPER applied horizontally,with the upper layer lapped over the lower layer not less than 2 inches 51 J TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND mm . Where joints occur, felt shall be la PP y ( o - RESISITIVE BARRIER ) J lapped not less than 6 inches (152 mm). The felt or other s ,ro o ' SEAL TOPS OF JOISTS 1 WIRE LATH ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. approved material shall be continuous to the top of walls and terminated at penetrations and 4-J u.l ° g UNDER DECKING _ r- " ` SUBFLOOR z building appendages in a manner to meet the requirements of the exterior wall envelope as i6 p "(SEE DETAIL wP07) described m Section R703 1 SELF --ADHERED FLASHING U - HEAD FLASHING TIE-IN INSTRUXTIONS' Exception: Omission of the water -resistive barrier is permitted in the following situations: C .m 1. Cut, fold up & temporarily secure weather resistive RIM JOIST Detail Instructions 1. In detached accessory buildings. to barrier above header to allow for flashing Refer to the number marked as O# In each detail that Corresponds to 2. Under exterior wall finish materials as permitted in - g N m installation the numbered items in the Lis cf instructions below: U o 2. Self -adhered flashing plus head flashing under g pp LLJ in So 0 t 1 R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a - E m ._ Sp weather resistive barrier - o rn o w manner to prevent entry of water into thewall cavity or penetration ofwater to the building 3. Fold weather resistive barrier back over head 1. Install self -adhered flashing in order as shown by numbers = u ro flashing and seal with toe 2 2 2 structural framing components. Self -adhered membranes used as flashing shall comply with y O 6,0 AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved 0 d = n o 9 p O 2. Install flashing and weather resistive barrier to form water U g, shedding laps corrosion -resistant flashin s shall be installed at all of the following locations: d o a SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING 3. Self -adhered flashing can be substituted for building paper g g FLANGED WINDOW / EXTERIOR DOOR WITH DECK - SECTION A / CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER NMI 4. Split the release paper using the ripcord (Split release on 1. Exterior window and door openings. Flashing at exterior window and door openings shall O FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER demand, embedded in the adhesive layer) - for ease of extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent installation and to minimize scoring cuts drainage. Flashing at exterior window and door openings shall be installed in accordance with XI r A l� RUBBERIZED ASPHALT 5. Remove all release paper per standard installation instructions 9 approved method: s EXTERIOR SHEATHING RUBBERIZED one or more of the following or other a r e � EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR, INSTALL SELF -ADHERED ASPHALT ADHESIVE P P P N ADHESIVE g q p g 1.1 The fenestration manufacturer's written flashing instructions. ADHESIVE TO BE APPLIED UNDER FLASHING JAMBBHEAD and adhere to substrate using a square piece of flashing material g N THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING "". (6" X 6" Minimum) 1.2 The flashing manufacturer's written installation instructions. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW .-, .j 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. M d Mc SEE DETAIL WP01 OR EQUAL WEATHER PROOF CAULKING ( 1..E. 6. Fold as shown by arrows 1.4 In accordance with the flashing method of a registered design professional. (Q "'� z E REFER ro TECHNICAL ,i- SCORED 7. Angle of corner may vary, adjust folding of the flashing 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with Z W LETTER ON CHEMICAL .,: RELEASE PAPER COMPATIBILITY accordingly to fit tight to corner projecting lips on both sides under stucco copings. r � I� = � aa) 6E OREroLolNc,scoRE 8. Mechanical) fasten as necessary 3. Under and at the ends of masonry, wood or metal copings and sills. W o� o o SELF -ADHERED FLASHING SELF -ADHERED FLASHING, ro y ( Y ry a - EXTEND AMINIMUM 6" RELEASE PAP ER TOE%POSE r_ -�.,5 C ADHESIVE AssHowNl 4. Continuously above all projecting wood trim. W ", �� M� VERTICALLY FROM '7S,< Q BOTTOM OF 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame C� Z �o construction. ui a, o o nw '. THRESHOLD r_ O >NO Sr Lau s MECHANICALLY FASTEN AS 6. At wall and roof intersections. N z NECESSARY IN CORNERS THROUGH ate' ¢ ❑ ❑ SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 7. At built-in gutters. m W a E z0F SELF -ADHERED FLASHING A.--� o O uL, µ 2 To the best of the Engineer's knowledge, `information and z , belief, the structural plans and specifications contained SELF -ADHERED FLASHING within these drawings comply with the 2014 Residential ° n� 1 5 Florida Building Code. Engineer's signature and seal is NAILING FLANGE 1 ti only for the structural engineering portions of the drawing Q 4 pages bearing Engineer's signature and seal. 2 SEAL TOPS OF JOISTS 10 p DO NOT RASH OVER o UNDER DECKING O V CP BOTTOM NAILING O 'Z 7 N FLANGE (SEE DETAIL WP07) C7 SELF -ADHERED FLASHING SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING Z HALF ROUND WINDOW , EXTERIOR DOOR WITH DECK INSIDE CORNER I • M J SELF -ADHERED FLASHING LL DECK PROTECTOR 10 v SHEATHING %=s" :': c m 7/8" Cement Plaster N ASTMC926 accordance with n/ acco dance w th Plaster8" Cement u ASTMC926 I �' Felt backed metal Felt backed metal_ " SELF -ADHERED FLASHING lathe in accordance lathe in accordance U- SELF-ADHERED FLASHING PATCH with ASTMC1063 - - - with ASTMC1063 DECK PROTECTOR a. M Building Paper Building Paper M . ^T DOUBLE sheathing , sheathing V Plan Revisions Date: SINGLE JOIST.... �.i. r•r: L_ '��''� '� i 1 JOIST 1 SELF -ADHERED FLASHING Metal Keep top edge 2 SELF -ADHERED FLASHING '� '''= 1 - g P Flashing of wee screed / 2 3 1/2" 2" below top of 3 3" MIN J block 4 Unperforated 5 4 Flange 7/8" Vulcum OWeep Screed cauk bottom 6 2 5 Maintain joint only 7 Bottom of Metal Flashing 8 SELF -ADHERED FLASHING SELF -ADHERED FLASHING Weep Screed 3-1/2" Unperforated 9 DECK JOIST , OUTSIDE CORNER ' NOT USED i • 1 1/2" to 2" Flange 7/8" Weep Screed 10 Above Roof 11 a` 1/2" Cementitious Sheathing Decorative Finish 12 13 14 5 ° • o, All inside and a°o • o outsiTech: J'SOTO EXTERIOR o,o need o be mitener r VI Job Information: WINDOW UNIT c cut and baulkedrall CEMT. FIN. Cement Plaster o cut and cneed to BUILDING PAPER o,• o • joints SLOPE w accordance SLOPE 0.3 in : 12.0 in SLOPE with ASTMC926 0 •'o o • o Vulcum ca Ik for all E Q 0.3 in : 12.0 in over wood 2nd O O 0.3 in : 12.0 30 5 (0.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor a r� Q (0.6 cm : 30.5 cm) t'n f0 N L W O (d SELF -ADHERED FLASHING o LO WIRE LATH SELF -ADHERED FLASHING EXTERIOR m o CEMT. FIN. N WIRE LATH lJ I BUILDING PAPER 1/2" Cement iv WIRE LATH Plaster Finish N 0) ` 00 SELF -ADHERED FLASHING 2 V ° 2 1/2" Perforated i- • o Blk Flange 1/2" Weep (,) BUILDING PAPER oc J O LL BUILDING PAPER Cement o Screed (1) O x ai Plaster °' o Q J 8 over block LLI m 1 st floor 2 V N d O w t✓ WINDOW UNIT d 0 Install bottom Lo Slab edge of weep E E EXTERIOR screed 1" below z E Q CEMT. FIN. finish floor i 0 J a VI Reference No. 2 2 OPTIONAL DETAIL Shee 16-5050 g g O Note: /� / 3 The building paper and metal V V (- SELF -ADHERED FLASHING _ lath must be installed over the WEEP SCREED DETAIL SELF -ADHERED FLASHING ' CEMT. FINISH WINDOWSILL CEMTFFIN FINISH PARAPET HWALL top Of the Weep screed. SCALE: NOT TO SCALE ATERPROOFIN CEMT. FINISH WINDOW HEAD .._ _ _ _ i e Co . _ it PY I St. Lucie County Building Department Approval Submittal Affidavit ,Opening Schedule FL## or Miami- Glass open Building Design Product Design Product model # Manufacture Glass Method Dade Description ID Pressure Pressure Attach door bracket to jamb w/ 5/16"15/8" 1 FL 91743 7'XI6" Garage Door 9100 - 0230 Wayne Dalton N/A lag screws not to exceed 14"° D.C.. The 2x6 B +23.3 / -26.4 +25.9 / -28.8 Jamb anchored by 8 j-bolts @ 24 O.C. ea side. BLIS 1/2x3lag, 1 5/8 emb. Attach door bracket to jamb w/ 5/16"15/8" FL9'174.1 7a1f8` Garage Door 9100 - 028 Wayne Dalton N/A lag lag screws not to exceed 14"" t7;C.. The 2x6 D +24.3 / -26.7 +26."3 / -3Q.$ anchored b 8°' bolts y j- 24 O.C. ea side. BILK 1/2x3lag, 1 5/8 emb. I 1ff t "Smooth Surface"" /"Wood 2x Bank: 1/4" x 2 3/4" concrete screw @ 16" FL7t;._30.1 Fiberglass Glazed Grain" l nswing/Outswing Therma Tru Corp sidelight O.C. Head & Jamb. A +27.6 / -30.0 +50.0 / - 50.0 Swing Dr tempered Frame. 10 x 2 1/2 PFH wood screw 14 1 ppVV tmpact €b1py" 0,L.. ## 10 x 1 3/4 Screws to 2x good buck / 1 FL 13.32.4 Sliding Glass Door Series 420/430/440 SGD Ml Windows Boors Temp. 3/8 embedment @ top and sides. 3/16"° x 1 ", E +27.6 / -30.0+ 4.i'J / -48.2 3/4 concrete screws @ threshold. (see Details for 2x wood buck to block).. jE E (3) 3/16" x 2 1/4°" concrete screw w/ 1 1/4" Windows W11x See Floor mi. embedment 24"" O.C. Max See A +27.6 /-30.0 FL 17G76.9 wood bucks or 2x Series 3540 Single Hung MI Windowrs & Doors details for 1x buck to cmu attachment & # 10 +40.0 / -50.0 wood Frame Plain wood screw w/ 1 1/2 min embedment @2x C +27.6 / -37.0 Mood framing i (2) #1102" pan head w/ 11/2 min embedment F 18504.2 Mullions Vertical & Horizontal Iv'i- Mi Windows & Doors Frame / (2)114" x 1 3/4" concrete screwy 1 1/4" emb. N/A N/A 1926 Block Window frame to mull ## 10 x 3/4 screw. i i f FL1U674,1 Asphalt Shingles asspa oo ing Shingles and Starters Owens Corning N/A (6)1 1/4 11-12 ga.. w/ 3/8 head.. roofing nails i41fA N/A Roofing Tamko Building Alternate to A TM D 226, Type II FL1 328.9 Underlayments Tam -Felt Products N/A underlayment N/A N/A i Channel @ Wall: CMU- (1) 5/8" t-hall @ 24 O.C. or equivalent. Wood- 3/4 x 1/4 crown staple in diamond pattern @ 247 Block/ O.C, FL 12194.1 Soffit 16" Full Vent Alurninun Coils Inc. Frame Soffit Ea we: +27.7 / - 37.1 +48.0 / -64.2 (1) 3/4" x 1/4" crown staple @ 8" O.C. Fascia Cap: (1) 1 3/4" x 0.072 1/4" head trim nail @ 488" O.C. 1 Sheating Ext Walls all edges blocked attached w/ FL 17147.1 Siding ZIP System Wall Sheathing Huber Engineered NAx 8d nails @ 3" O.C. edges and 4'" O.C. Field or 16ga +27.7 / 37.1 N/A Woods LLC 1 3/4" staple. 2" D.C. edges and 1 1/2" O.C. field. "Safety Edge" Storm Panels, Gage of Steel 28 ga. 28ga (0.018""g') Steel, 0.D22"` Block/ Attachment .1/4" Panelmate c�€i 16" C w/ 1 7/8'" See Opening I L 128�#a.2 Hurricane Panels Alum (Perf and Non-Perl), Clear Town and Country Frame Embedment Frame 1/4" all points solid set anchor Pressures Table +5 r / 54 Polycarb (Full and Half) 7/" embedment CMU Section • products listed i • based 1 the Florida Product Approvals. Respective Manufactures Retain Sole Responsibility for their Products. OPENING PRESSURES. id7i7 � f' t"1dr:SLiI� le7sd PRESSURES MARK Veit ; W MPH UA -27.6 / -30.0 *24.3 d -7 o . COPYRIGHT PG12 MARONDA HOLIES MMM ® CQ � z p; z a' z •' �° zQ W�K�1511i19�fd AV t7�0 ♦�r�rrir \♦� r _ � L) a s 2 w= RR ��� llllfli9�� I a a li W O LL V O I N I Z _O 0 w �W Ln U 7 W O � d I RE 11SIONS *0 4005 MA ONDA 'JAY SANFDRD FL 32771 (407) 3 1-0064 FLORIDA. THIS STRUCT RE WAS DES IN ACCOI AND MEETS REOUIREMENT3 OF SECTION R301 OF THE FLORIDA BOIL! CODE 5th EDI ION C20141 :. RESIDENTIAL LL CONNECT( HAVE BEEN HECK'D TO WITHSTAND A L APPLICABLE LOADS AND D SIGN CRITERI STATED ON THE CO/ER Sh DESIGNED V✓I SPEED Vult = 60 MPH LO 0 0 ca � I 4 0 i-0 o SHEET:J PSL-C,,OUMTY .F)A Mid -Wall Screed Detail WINDCU) INSTALLATICN (MET.NCD A-1) WEATHER RESTIVE BARRIER (UJRB) APPLIED PRICK TC THE WINDCW INSTALLATION. FLASHING APPLIED CVER -HE FACE CF THE T'ICUNTING FLANGE. ' ST@A$ T-rc , .. W JAMB 1 WA -ER SHECDING FASHICN. ARTING AT THE BASE OF THE WALL a WCRKING TCW4RC THE TOP. INSTALL THE WRB TC THE FACE OF THE SHEATHING. IO2 APPLY SILL FLAS4-ING CS) APPLY BEAD Cr SEALANT AT BACK CP WINDOW FLANGE , 5'ET WINDOW USING: PAN HEAD 5REWS TO FACILITATE INSPECTICN. 114} APPLY BEAD OF 5EALANT A' SIDE JAMBS. EXTEND 4F U APPLY JAMB FLASLIW, APPLY BEAD Cr SEALANT AT HEAD \,APPLY HEAD FLA514ING t REMC VE PRE V CUSLY APPL.IE TAPE. ALLCWING WRB TO LAY FLAT OVER HEAD FLASHINW, APPLY NEW SHEATHINI TAPE CVER DIAGCNAL CU' - 5EE DIAGRAM. _ N` JAMB FLA514ING _MEND _--E =LASHING TO CVFRLAP EIL_ FI.A5HI14Gi. EXTEND JAMB FLASHING Ir ABOVE ROUGH OPENING AT JEAD. TUCK TOP OF JAMB FLASHING UNDER THE F_AP OF A1R5 AT THE HEAD SEE DIAGRAM 5E4LAN7 BEAD BEHIND MOUNTING FLANGE SEAL THE WINDOW FRAME TO CPENING. APP-Y A %" NCM. D A. TO THE BACKSIDE HNTERICR) CF THE WINDCW FLANGE. IN _NE WITH AN PRE -PINCHED HOLES OR SLOTS. 151,JAMEV FLASHING APPLY CCNT. SEAL TO THE MOUNTING FLANGES AT THE TCP,HEAD: AND SIDES. JAMBS, OF WINDGW. EXTEND 5EA_ANT AT JAM155 f ABOVE TLE RO. AT HEAD. EMBED JAMB FLASHING INTC SEALANT AND FASTEN IN PLACE. iFLASHING GCES CVER 5EALANT), rrC I N �Im j \ / — 51L_ FLASHING SHIM AND ADJUST WINDGW TC ACHIEVE 5CUARE,- PLUMB, AND LEVEL CCNDI IICN. USE CCRRCSION RESISTANT FASTENERS. FASTEN ,UIMDCW5 PER WNDCW MANUFACTURER 5PECIFICATIDNS. AT A -15 DEGREE ANG_E. CAREFULLY CUT THE \ BARRIER Ch 4 �IAGCNAL. GENTLY RAISE THE TCP EDGE CF 7�E BARRIER UP AND APE THE TCP CCRNER5 AND CENTER TO THE _xTERICR WRB SURFACE ABOVE. INTERICR VIEL TCP LEFT CORNER Cr Tw `_ r-ING� —SEALANT BEAD BETWEEN FLASHING AND PICUN-ING FLANGE. SECURE WRE, AT HEAD _ FLASHING AT HEAD EXTENDS P' BEYOND JAMB FLASHMG. AHEAD FLASHING EMBED BOTTOM CF THE HEAD FLASHING AGAINST THE PREVIOUSLY APP-IED SEALANT PFLLSHING GCES CVER SEALANT). EMEND HEAD FLASHING BEYCND EACH .AMS FLASHING. FASTEN IN PLACE. WINDOW INSTALLATICN (METHOD B-I) WEATHER RES TIVE SARFvILR %URB,: A=PLILD F'RICR IG THE WINDCW iN5TALLATICN. FLASHING APPLIED BEHIND THE MOUNTING FLANGE STE 0IN WATER SHEDDING FASHICN, STARTING AT THE BASE CF THE WALL , WL^RiCING TOWARDS THE TOP, INSTALL THE L)RS TO THE FACE CF -HE SHEATHING. U APPLY SILL FL45HING O APPLY DAME =_ _5H NG i ®APPLY BEAD ; F SE�_1^.' ARCUND THE PEE^^E'F CF THE BACK SiGE '.N'ERICR j 5'URFACE) Cr WINCCIJ M.CUN71NC. FLANGE. (r^>: IMMEDIATELY INSTAL WNDCW U5NG PAN HEAD SCREWS TO FACILITATE INSPECT ON. Qj) APPLY BEAD OF SEALANT ACROSS THE FACE OF MCUNTING FLANGE AT HEAD APPLY HEAD FLASHING REMCVE SPREVIOU5LY APPLIED TAPE, ALLCWING WRS TO LAY FLAT CVER HEAD :L4514I14G. APPLY NEW 5HEATHIN'G TAPE CVER DIAGONAL CUT - SEE DIAGRAM 13).iAms FLASHING . -_> Sl�TIvN A �- ---- --- TI IRCIr I WwDCLJ J4r,15 -5-ING 5E4LANT BEAD E=-LFEN MCUN'NG FLA.N(,-,E AND FLASHING. 40APPLY A .. NCM. DIA. BEAD CF SEALANT TO THE------���,,, BACKSIDE , WERICRI OF THE \ MCUNTING FLANGE AROUND , THE ENTIRE PERIMETER. PLACE BEAD IN LINE WLT ANY PRE-P�NICHED JCL. -OR 5_CTS SECURE LUI 6 HEAD EXTEND JAMB FLASHING TO OVERLAP SELL FLASHING. EXTEND .,AMS FLASHING S i77CMl'MJ ABOVE RCUI CPENING AT HEAD. APPLY TAPE AT' CCRNERS TO TEMPORARILY LICLD FLASHING IN PLACE UYNTC_ WRB b dPPL I=w. FLASHING AFTER INSTALLATION SEAL ALL CCRNER5 CF MECHANICA_LY JCINED FRAMES TC SEAL FRAME SEAM-UNCTURE. FLA51WING AT HEAD EXTENDS r BEYOND JAMB FLASHING. AHEAD FLA$HING- --'��— APPLY A CCNT- SEAL ALONG �\ MOUNTING FLANGE AT. THE \ HEAD. FLASHING GCE5 CVER MOUNTING FLANGE. EMBED � BCTTCM OF HEAD FLASHING ..� \ AGAINST SEALANT fFLASHING \ GOES OVER SEALANT!. / EXTEND HEAD FLASHING /^I BEYOND EACH JAMS FLASHING. J ' ' FASTEN IN PLACE. 5-0M AND ADJUST WINDGW TO ACHIEVE SCUARE. - PLUMB, AND LEVEL CCNDI-ON. USE CORROSION RESISTANT FASTENERS, FASTEN WINDOWS PER WINr._UJ MANJFACTURFR FASTENER SPEC IFICATIC115. ANT A 45, DEGREE ANGLE. CAREFULLY CUT THE -AMER CN A DIAGCNAL. GENTL" RAISE THE P EDGE CF THE BARRIER UP AND TAPE THE P CCRNERS AND GENTER'C THE EX-FR'CR WRS SURFACE ABCVF. INTERICR VIEW T,_ P LEFT CORNER CF WINOCW COFYRIGHT © 2D/2 MARONDA HOMES P 4005 MAROND WAY SANFORD, F 32771 I(407) 321-0�64 SHEET: s w w Q N C) N FL_GSE 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 build- ing structural framing components. Self -adhered membranes ' used as flashing shall comply with AAMA 711. All exterior _ fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade NS or greater for proper joint - expansion and contraction, ASTM C 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. 1 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: I. Exterior window and door openings. Flashing at exte- rior window and door openings shall extend to the sur- face of the exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and dooropenings shall be installed in accor- dance with one or more of the following: 1.1. The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or .details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or "- to the water -resistive barrier for subsequent ` drainage. Openings using pan flashing shall also - incorporate flashing or protection at the head and sides. 1.2.In accordance with the flashing design or ` method of a registered design professional. 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, or FMA/ AAMA/WDMA 300. Note: Macau fROW-re FLR.Sh%wg Tape showvd, for olem-otnstrat'bovt, ovu4 AvLU Self-Aolhereol WLwdow awd Door FLashLvws maU be used Lw tts place. procedure faLlts uwder :..2 of the adJacevlt code secttov►, Gov►tractor's aloud to use a fledUe cowcrete watev, fer Lw acoordawce wLth FMA/AAMA Zoo. 6" Flashing Tape File Copy Wood 8uc{2 TDIL-ecast S�GC 4005 MAROND' WAY SANFORD, F� 32771 (407 )321-0 64 M J L o o � Q � w o Q: Q W Ln Q z co SHEET: > " S W N C) N Q RIGHT © 2012 MAHONDA HOMES ti CMU 0- FL_GSE