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HomeMy WebLinkAbout3220 Kresterbrooke Ln7 A.B. Abv. A/C ADJ. A.F.F. A.H.U. ALT. B.A. BF Bk Sh Bm, Bot. B.P. BRG. Cir. Clg. CJ Col. Comm. Comp. C.T. D. DB a-- Dec. Ded, Dbl. Dia. Disp. = Dist. 56 D.S. D.V. D.W. Ea. E.W. r Elec. N Elev. °2 Ext. i = Exp. FBC Fin. Fir N F.G. Fir. Fdn. Fir Sys 000 0 F_\on] 2Mal Anchor Bolt F.P. Fireplace Above F.O.M. Face Of Masonry Air -Conditioner Ft. Foot/ Feet Adjustable Above Finished Floor Ftg. Footing Air Handler Unit FIX Fixed Alternate Galv. Galvanized Base Cabinet G.C. General Contractor Bifold Door G.F.I. Ground Fault Interrupter Bookshelf G.T. Girder Truss Beam Hdr. Header Bottom Hgt. Height Bypass door HB Hose Bibb Bearing Circle Int. Interior Ceiling K/Wall Kneewall Control Joint K.S. Knee Space Column Laun. Laundry Community Lay. Lavatory Compressor L.F. Linear Ft. Ceramic Tile LL Lintel Length Dryer LT. Laundry Tub Door Bell Decorative Mas. Masonry Dedicated Outlet Max Maximum Double M.C. Medicine Cabinet Diameter Mfgr. Manufacturer Disposal Micro. Microwave Distance Min Minimum Drawer Stack M.L. Microlam Dryer Vent Dishwasher Mir. Mirror Each Mono Monolithic Each Way N.T.S. Not to Scale Electrical Opn'g. Opening Elevation Opt. Optional Exterior Pc. Piece Expansion Ped. Pedestal Florida Building Code PH PHONE Finished Floor P.L. Parallam ixed Glass PLF Pounds per linear foot Floor Pit. HI. Plate Height Foundation Pit Sh. Plant Shelf Floor System PSF Pounds per square foot N 08-20-15 I REVISIONS P.T. Pressure Treated Pwd. Powder Room Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/S Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT 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 V.L. Versalam VTR Vent through Roof w Washer WI With WIC Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al 131 ELEV. REVISIONS 01-04-18 02-21-18 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 I PRODUCT APPROVAL NUMBERS 4.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS s. w In it \NnRK SHALL COI -PLY Wlnn REVAILING I I COQka TR.lC CODE, I NATIONAL ELEC ND THE CITY oi= ZEPHYRHILLS REVIEW 2575 MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Z Ch -^ 8 E2 00 0 CDM +--J w — W ME 1co 4Ji = o C6 tf Cq N 1— E U 8 �,N M 0 N Z L U- 00 � W 0 M �o <3C 0) rn Q o IBID. N C B-D- zzoqwli S ae M L.L n op141 t LL o� L Q1 z O o _N Un a.,CD g , I ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal tf O O Z N O N 1-4 •N f}-ILnMO M QU)f0t11 ZZ tY � j 0 O 00 ?� Z O W J� J 0ZZ Lu Za as EF wacir �z 0 Z w Y �. a W O n O82E$ c�� W OO L W o z zo T J— Z U Z Z L, Z IL A �LJ r) y , F Q � N p p _ U JQ U L 0 o UOamS N a a z4O� Z o aUJI r�-•I J rl ll.l Q di 8- �8Z U aZ (tYI N Z Q ?� �Z l0 z ¢ Z aid J = Lu ,--t Cl- V) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. C S L v x LO S N 00 E 0 �`: ; I �I u 43'-0" YP @ 2 STORY (i�H.B. 5-SH— 16" DEEP — — — — OPT. L ----- — — — — — — — 266 B.F — I I 1 I 24 24 { 2x6 WALL I I REF. 12'4 '1 X-850 " I I I I I I I I I 2 68 En En KITCHEN 1 — H1 I _ OCl? N 3 8'-8' FL T CLG. I I o i O I I 1 I I 1 � CC I o I w I I I I r I I > 3, 36 36 S3 I O I 1 ,3 o f F—----------- I M� I > O I I CD_ CO N I Li — L EDGE OF SLAB 2" I I I BEYOND WALL N I x I I 4'-0" 6-2" 6'-6" 4'-8" 20'-8" I I I -_ 2 CAR GARAGE I I I DINING ROOM 8'-8"FLAT CLG. I I 1 PATIO I I I 0 8'-8" FLAT CLG. I I I 0 CARPET BUILDER TO PROVIDE I I I o �J m 2'_6" APPLIANCE PROTECTION CO o WHEN REQUIRED PER FBC I D I I to O (3)2X4#2SPF Wl I S3 I I L-------- — — — 10 - (3)16d TOENAILSt (3) 2X4 #2 SPF W/(3) BASE (3)16d TOENAILS N o 2X4 #2 SPEW/ W.H. @BASE (3)16d TOENAILS @ BASE — — — TYP @ 2 STORY OI OI OI FOYER —i (2) #5'S J f O O O 3068 8-8 FLAT CLG. S6 uJ TILE O I q 16'-43,, a T-8" 3'-8" T-6" 6_0" '-2" TRY I f 2068 B.F. 8'-8" FLAT CLG. HDRAT7=4" --_—_ 0 12" EE m 5-SH _' T --------- -- f 2x6 WALL (2) #5'S _ T � (� CV M Oto M G N o S3 O 0 P OI (3) 2X4 #2 SPF 8'-8 " FLAT C G. FLEX " FAMILY ROOM ;D W/ (3)16d 8'-8" FLAT CLG. _ 8'-8" FLAT CLG. BAASEAILS @ 11 12 — -- CARPET I U O 00 CARPET 42" SLOPING 1 -00 HALF WALL 10 Cl) FLOOR G.T. _ _ _ 19 m _ _ _ _ __ 3 4 5 EP)ADAC PAD I I 1 1 1 1 I 18 I I I IUP h6Rl I I � I I I I I 1 (S3 I M TYP @ 2 STORY I S6 H.B., J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 5'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20 X 38 18 4 X 37 j S.H. 14 20 X 50 18 j X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 18jX71 S.H. j 32 27 1/4 X 26 26 X 25 S.H. '1233 27 1/4 X 38 N/A S.H. 34 27 j X 50 N/A S.H. 33 N/A 26 x 37 i S.H. 434 N/A 26 x 50 S.H. 435 27 j X 63 26 X 62 1/2 S.H. J 36 27 j X 72 26 X 71 1/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 X 38 36 j X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37jX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 112" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET Ku SEE SN SHEET iiik 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE FRONT ENTRY TOTAL AREA INSULATION REQ. 427 35 3046 0 LVuf1I 1111Y 1\-Y1ILVt—/ I IrL EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED co — o zCO cr n-1 Cn C w �U — Ow Of ~ 0 C%i o 0 C) Mir&F— E 8 aV Cl La.0 M N O — _ U O " a°Oo 0 � Lo <0) Qo Al ® D. N C,B D•C o e , J oe »..., F "I CID J M� o fAX N A 'M ll N V \ 11 W . `°-•dg;� Amy ..� r•.; iu ca LL(� hF, J..=3 r e� To the best of the Engineer's know a ge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O O Z N 0 a) N r>i U) M O M It1 0 •L d- "emu' n' zF-- • c v a 00 Q � za � Z � WJ C:) d- oz o 0 1r zaa <Q w¢�Ix Vz00 ZujwIY --{ "mho 1^-' 0 w z o Q) OzZ Q U z ll 0 g CL 43 N L r) ILL. a Ov = W �w O ¢ O Z r- 088 E z Q 0 F w 0 z ILIJ C G Z O wa~ M Q z fV z ' �z 0 00 Z g LU o Q SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 1,0 A s 00 0 N I i a LO LO N L it c a> v S LO 0 Z. N 00 E E 0 �ILz 00 0 0 3 I W.I.C. 18 -0 FLAT CL . fn I I rn Ca cc M —T 7'-102r I I iv I TYP @ 2 ST RY I J S6 N SHOWER FIBERGLA SURROOUN 0 T-82' 19'-4" EGRESS J O Cc,�, FIBERGL SURROU TYP @ 2 STORY 1 D2 CTYPORN@ERS U.N.O. BEDROOM 4 +P 8'-0"FLAT CLG. BEDROOM 3 CARPET — 6 8'-0" FLAT CLG. � = H2 D2 D0 0 w cn ROOF G.T. _ T;= • • _ � _ CARPET _ T- LO N r 13'4"— — —5, 2 1 V-8" n 6-52' 2'-4"4. 22 0 i 00 co N 4068 B.F. � o w w L- ih 0 wp z m 2-3 ; 6- —1 00 R&S N 00 2668 BOOM 16'-8" OWNER'S SUITE 8'-0" FLAT CLG. O — C? CARPET — — io TYP @ 22 STORY J 4 SIN tp T-7"' v E3 0) _j J S 3' ~I T u_ 01 0 TYP @ 2 STORY 46) 41 0 v HEADER SCHEDULE MARK HEADER SIZE REMARKS F(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE } 15 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 91 /4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS * WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25j S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 184X62J S.H. 16 20X72 184X71� S.H. 432 27 1/4 X 26 26 X 25 j S.H. J 33 27 1/4 X 38 j N/A S.H. 434 27 } X 50 j N/A S.H. 433 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 1/2 S.H. 436 27 j X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 j 36 X 37 3/4 S.H. 24 37jX50 36X50 S.H. 25 37 j X 63 36 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 52 } X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 X 62 4 S.H. 36 54 X 72 52 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work, see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 �D +28.3 / -36.4 O +26.6 / -28.0 +26.6 / -32.2 OG SEE SN SHEET H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) � o o <i13 c� w t= W co Vi o 0 m r. CJ i.d.l F—E O N M C W Cl) t6 'O M O CO N r = LL op 00 U)a Y Oq� Q rn m ¢ o Al BID. 1 NC6 D•C Fts / F J' S i_li" �r 11111111 z s o zpa� tm J- ` 5 LL {� A °d , To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z t11 0 ate) I>iU.)MO M Q - a to •L d- Q 3- CL00 Z W J0 d- JR WE za �a w ¢ it w UZO0 ZulwX = 0 W Z d J aw�'� � � J ouJ �@ N ZZ Z Ln 0 z O N LL � o 0 OU = N L� O u _ �0,oZ i- J U 0a' a li (V Zao< Wozaw Ga a 8 Z W-O= LL a w W J Lli �g" � Fzo L j v uj N M Q Q Z to h l— ¢o z z � � Z m O 00 � 2 a z � T-4 a 1. cn SCALE : AS NOTED DATE: 3/30/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. 1.1 v 6 1 2 E O w I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO MIRROR O OWNER'S BATH KITCHEN ISLAND PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN W 2x8 #2 SYP (P.T. IF MANSONRY v WALL) CONT LEDGER w/ (3) 16d w NAILS @ 16" O.C. MAX. TO EA. v STUD. ((2) 1/4"X3 1/2" TITENS @ o 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 9 M O N 0 i0 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR. 1x TREADS (TYP.) CONT. HANDRAIL / z THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN PLYWOOD @ LANDING 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. 60 q,-n„ 8'-591„ BATH 2 °w I KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/i6" 10" TREADS w/ 1" NOSING Stairway construction and handrail to conform to the FBC Residential Edition (2017) section R311.7 Riser height: The maximum riser height shall be 7%". The greatest riser height within any flight of stairs shall not exceed the smallest by more than %". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than W. Nosings. The radius of the nosing shall be no greater that %s'. Solid riser nosings shall not be less than 3/" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y". Beveling of nosings shall not exceed X" Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than %"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with %' gyp. bd TAIR SECTION SCALE: 1 /2"=1'-0" LO Z M 0 — o Z Q JI a V) vC W �o W O ~ N Ln o wJ N M W milk~ C fff M 70 O o N _ C) Cn cMSO O Y !� CL O Q of rn ¢ o AlN-CHDC BID® � QQR 114T. '4qi O W ' N W M M . aCP" �lL�Q i r9 i � t fl go O 7� ILIL q'V To the best of the Engineer's Lid ,ge''i 1•'®trhation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (MO C) ON Z O 0) N �4-Jo �>-iU-)MO M QU)'0Ln 0 Q - LL 00 a U � z J � J 0Z Z<o f a F 0Q�O z�"nZ� Q UE N U w LLJ BURoN } o O 2: N w Z O = ~ z J< 5L ow l. A J <0Z X96 LU N o<o< U,Z< 90-,0 Q 8 Z Z Ln wS�� w p� w 0 LU J ,—I ou Q � Q Z Ln i< z 0 o U $ate <LUZ N M p� Z N 00 Z Z J < z o g ULU SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 2.0 T.O.P. HDR HGT. —1co 1" x 12" 0° CV r- SMOOTH TEXTURED TRIM / BAND - 2nd FIN. r5ty d' _ FLR. T.O.M. — HDR HGT. 11 z 00 n C" N I CN N 'v Do 0 0 J rh N 02 00 F.FL. 12 5F:�_ 12 �5 -FRONT ELEVATION 4 - TmTfl 1 DECORATIVE SHUTTER - Al SCALE: 1 /4"= V-0" T.Q.P. HDR HGT _lco N 00 2nd FIN. FLR. M� ------- T.O.M. �. HDR HGT. bo i bo i` F.FL. LEFT ELEVATION - Al SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION *'"G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES*" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 7a_ M 0 z J V) 0 � w •U — w .E 0 C� o U W 1— N M C f0 M $ O o0 y UUsM00 o@ 0 Q r; ¢m ch¢o Al 'BID ® V in 5� P ���? �s,�6'®�.� C- CO�, o �� � 1.• N > Lal 64iL ,01 k •a • _ Ct A'' { Q �tl y= a• J� �1 To the best of the Engineer's �� Ib nformation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z c11 O a) N ��o �O H J) M M U Q LL � IY U a 00 Q E Z W J J �z c Z a h �a z U z 8 0 _0 Zuz� �z 0LH wb O y LL N W 0~7 W O } 0 W Z ��/ LL W a z N Q n 3 L0 O l V z 0 U z �z a Lu LU9 Q fro U O W 0 ZaOa N L WU4z� �a¢3 Q z0 z WD�2 z W Ll') a W 8,g� � ~ M Q z W Z k N z z 00 06 � _ �a z LU .--1 a t O SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 3.1 [7 a, iY JD O CO N N Q LO rl- u7 N N LO co 0 Zi CN r0 N N E a 00 N clop bo N T.O.P. HDR HGT. 2nd FIN. T.O.M. F.FL. a N F_ �Y r T.O.P. HDR HGT. H 12 5� 12 �5 I I CJ CJ CJ o Z J 2nd FIN. N _ ------------------------------------------------------------------------------------ -- FLR. CJ / WEE 12 CJ / WEEP T.O.M. DR HGT.- ----- - -- ———————---———— — — — — —— — —ROOF TO BE — — — — F.FL. i 9' RIDGE VENT CENTERED ON DOOR ------------------ TEXTURED _/ CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION — Al SCALE: 1 /4"=1'-0" RIGHT ELEVATION — Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wail or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Cv zo >:a U) z Cn CD Q) u, w U-1 cil F' o o 0 !A UN N M O 'CO N QE = " 00 � � Sol=rn � o v 0. .rn Q o ® N" 1LU O 0' _11"e� C„ �� J a Ul > u_ , - W ( � 4✓' in-, �e�a otg !�aR .v R•" E.N ° '� Ut � N - rm ®eO 0�1y,,,,,a"' �yO0 To the best of the Engineer' ���pl'� ation, and belief, the structural plans and si;eeifle4fions contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N O au r-, I.4 :� C:) P-4 c) M Q U-) � Lr! a to -L d- a) 0 Ln Cj CL 00 Q E Z CD ~ W J CD J OZ O w z a i a ~ V/) z W�&:� uZoa O z�W� 0zgz }a a 0U_m O�Wo W Um�N W Ouu N Z Z ���// ao 2 Fw V z Li. A '1 0 0 F Z '0N o z �< V = <C Q LU o u_ <o W xo6 CC cm2 N A ` o�o¢ Z W 0 J Q Q Q Q Iu 2 Z=u-o W Lr) tV �d0 J r-I W V) z o u M Q z Sao Z � ui z 0 06 g = z Lu r, a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. 3.2 y 3 L: C N S 0 CN N I a Lo r— L0 CID 0 Lo 00 0 0 J I 00 o: a a 3 CI a m 0 0 CN E C LZ a C a a Cc E C v e a a 0C Ef M a M 2 1" iv - � °' iv 2" iv 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2.� BUILT W/ STUCCO. EDGE OF OPENING 1'-10" =,N r N 12' CAP 1" RADIUS 31/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1 -54� 1/2" RADIUS 1" 4" VARIES VARIES M rM "la CAP iv m 1" 1" 1,4„ MR 0 Cl) N 21„ z 1z" VARIES VARIES 1-4- 1 1 1 1/2" RADIUS 4" 34, 4„ Mla �Ta 4 42„ ^ �Z 3" N all1, 4 2„ _ 117 VARIES 12 1„ ,,, 2 2 M 32" 11" z" 1" 1" $„ 1" 2 1/2" RADIUS BASE U) r (O `y BASE rN 12„ *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING 2" �N 6 1'-6" 1" 1'4" 1" 24, in - 0 CV 1-1/2" THICK 1-1/2" THICK 4" 10„ M 21" 4 `Iv � rn 101, J 66"" ly r IN rla co 3,, a 2 I N 6" 2„ iv W U)LU ci 1-1/2" THICK 32° 24 SIN - T M 2'-4" 5z 1 5 52 51" 3„ a' 1" 12 C?1,4„ VARIES VARIES W Q M I i �2, . VARIES VARIES 4„ I---------- _ iv N 00 I - I �2 - ' N M 32 • 3.. �0. � Q� • KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING - 00 KEYSTONE F11 OPTIONAL 3„ 4" 3 q 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" (V CV 2 VARIES 2" 1. W 00 1 " d NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 101, 1,_4„ 101, 14 1'-64' 14 o 12 54„ 2-1 1.12' S4„ 1'-4" iv iv N 1" 1„ o cn N cli - CV 4 0? C? �Mf i 1" 1„ '470„ L 12„ N� O GENERAL NOTES: M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0120 z C:) �C a. Lo V) (D (1) N a--J Lu � p O L" E C/i � o Cl) 4J M M W F- aimU C co M O o N '= V L_ ILL� fl C �L m ,n o M 0 B ® D. N�� N iD N v rn p o allo O � Lu C=> ii N a W a a ZV ¢' .Q.- w � z Ca�rn o�a cr- o �nmtN2MEcs�p ILZ W Q 0, U N ¢ h Cen J o O O LJ ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z fV O r� >-+HMO o- M z Q a LO V) W Ln LL Q V a00 Z CD W J � J Z z a f¢ UZOO ZUjw� "zz J U 0 W ~ Um�o�H L LLB Q o zz 0 z > Ln z °C g L 0 o Z N O O �¢ U = LU Lu 89 oz o o LU d2¢ 2 fV op Lu .- O 0 Z w d OLL LLJ ^ y E -_I W 2: Q G Q Z z v $ Q W~~ �¢�z N M Q1 z a� m g LU z SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. Fill a 00 Q co m 0 _ a 00 N w ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA1 200 AMP 14 copperto lights & outlets 12 copper to 20 amp ckts 10.2 copper to W H 10-3 copper to Dryer METER 11 MAIN U 2/0 or 4!0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94--/ CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET Fff DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.f. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET TEF DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN e� TRACK LIGHT FLOURESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ l ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 6� (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION WITH MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1 `-0" zC> O Z Q r Vn)' (D W w w 2 ~ (/7 o 0 n. m CN C) w rnco m c (ac i pE ® U C N O p Qj a_- lL 05 r� wo yam le < t� Q •u (a Q Q A 1 N C a D C m.V, N N U N o N� ZW —�z +N M IF• o w t, N W a > c U- ° a W Oavairn5 mow Z N co iD E r Z LLco o m m co _ W Na�1 0 �d o o� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N 0 a� 1/1 L O _- M Q "� Ln i i a ^ cl� V CL rB � a E� Z W d' 12 wE zaa F Z Q W¢0 U?S° �1J LL INI—., spwZ J J Q ¢ 1' � J U o �18 L© o0Z Z Z 0 �z (U Ln w z N Ir a �� V = O o2E OX U v:Nl, zWoJ o- I\ Q Z¢OJ a z Q G a O�fin Z °u_o Z W Lli a w 0 � , ° � J r-1 LJ.J z o M Q Z Q�Z Z 9 o' 06 FZ Qo 0 - = ­1 Cl- to SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. rN M C'4 to n LO cV it (D v S to 0 0 J M N W tR 00 Cn 2 E 0 s w POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 11 MO ll 2/0 or 4/0 SER Alu 200 amp 150 amp tr 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. RECEPT. FC- - I I I I I I I I I I I UPPER ELECTRICAL PLAN SCALE: %4"=1'-0" V Z M O _ z� mot: a �Vn' �WJ w ro Q w O IS/. rN V) ~ o 0 m cN cN C) w r-E N M C ca co O o N dj N U� _ o L LL 00 O f6 ^ o Q� A 1 NN f *I ' t � N co N N 0 o Q o M z o Z_ W M th 4) c /y J z LL J I.L N M 16 W N io W 0 m5 W CL,1 z Z ¢ o LLZ N E m CIO W aN¢ o 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O ►-A o M > (n 0 M Q a tn•Ld' � LL CL .. Qfa U 0. 00 to Z Lu CD W J C:) d' OZ H z¢a a� f � Z w¢ a. O0 Z �U J ZBWUZ W Q 0 0 O n O��g O� O L J 2: z IIY w a LU 0 G W _ f N CC o ¢ U = p J �� o ��o I-� O k I U r X N Q g<oa J k uu Q Z �- uu Lat o Z W Ln w = �' J rl Uj 8ZU M Q Z &I -a w O� Z Z a& �z m o � _ �¢9 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. 4.1 � LlffRff.i..!Ifi114111A1IfR �Itlrlpills ��a��. � ■>I�e�ellml�!11�1r�Ri�r. � �f� d <C r- LO CV -c b S LO 00 O J N ai E 0 EF ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft,) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SO. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1535 1474 211 737 53 368 411.0 276.0 (Zone 2) 135.0 "NOTE"* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. 0V M g v a 21 V? ( w t"a p t,J Lh TM F_ o0 m l� yy~yy V O ® O � co Cl)Ll.l C. ah (0 -0 cM =O N (_j o 'CLo [YI 0. 0 4. tit rn Q o ® N.C. BID Vr a� a_ "*a 0 C� i4 Nan , a+Ni OP C, LL�an lumulC a Z`� ..' . LLZ W N ¢ dill$I �Q o� o ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z 0 0 a> >\ > U 0 M Q 'gyLn CL o d' Q L_ U_ ry- V c- 0-00 C( � l'6 Z W J J Oz Q za a� �F Uz80 Z- w w 2pwz ��gJ o c>m�0 OLu z O �W Lr) Z LU za L� N � G W L o :� N O _ —' of L o J ILL. 0 ILJ oZ X [ tJ 0 s~��a N ZQOd, Lu Zz J TI Lr) wDu- a a ;I awo � N re) a Z wr 8 wzZ 95 N z o 00 g = a z Lu SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 5.0 T N it 0 00 0 r\ N 00 i r- N it (D L0 0 O J M Cr tV EIs 11 G C d 43'-0" TYP @ 2 STORY J S6 H.B. .t Mel NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.- FOUNDATION PLAN W Z In CONTROL JOINT DETAIL. SCALE: 11/2"=1' 0' ■ ■ ■ ■ ■ ■ ■ ■ F !: 2 STORY •Y #5 CONT REINF. SEE LID CC (2) #5 REBAR FND. FOR QUANTITY fD I S3 VERTICALS w/ in ,' FILLED CELL b #5 X 25" X 25" CORNER BAR ONE FOR EA. II r - 7II a 0'-0" I ! U NRIOZ. REBAR, TYP. o b 11 L JII 3 I 9 I I • •, ; .* co 11(— �OZ I 1 Alternate: L� JJfn _ r • • The reinf bars shall be CO I I �•r.;•••r•l••r•S`•.'•;•••r•;••`.= cont.aroundcornerbycold ■ : F— — — -„ N 4'-11" 10'-6" bending the bar w/ min. _-rr i -CJ I I I _ —iCJII 1 —-----L� 4'-0" �____ - - - - �° N TYP. CORNER BAR DTL. STEPS AS LOW WALLS LAND 31/2 SLOPE 10 REQUIRED PER I CHASE I --7 I SCALE: 1 1/2"=V-0" FIELD TO CONDITIONS ISLAND F— ®" 13-1/2" MIN 3000 PSI CONC. I I PROVIDE 1 Y2" SLAB FOR HERNANDO I ! L RECESS FOR COUNTY ONLY I 0 0 S3 SGD. REFER TO MASON S S OPE 3-1/2" MIN 2500 PSI CONC FOR WIDTH I VISQUSLABOEEN VER VAPOR BUILDER TO PROVIDE 2 STORY �6 MIL 3 1/2 BARRIER _ 0 APPLIANCE PROTECTION CC (2) #5 REBAR WHEN REQUIRED PER FBC S3 VERTICALS w/ in _ N i I FILLED CELL r TYP @ 2 STORY I— — — �-- — -- — — — —� — -- . ■ r M S6 PROVIDE Y2" x 9" -3 1/2" 2'-6" x 2'-6" x 1'-0" I RECESS FOR FRT. DOOR SLOPE W/ (3) #5'S E.W. i 0'-0" TOP OF CONC./ PAVER TO BE 4" o L o ■ I BELOW FIN. FLR, d' S3 I�I II STUB UP 11 9,, _0,. ...... 13'-74' : :::::: M : ' ■ I i 2ND FLOG j I FOR A/C 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. iv o iv CJ Gd' r �1 CJ 9 19'-0" 5'-41s" t_ Jt I INDICATES FILLED CELL w/ 3000 i PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY BEAM W/ (1) #5 REBAR VERT _ ABOVE SLAB TYP @ ALL PLACES `' J I SHOWN HOOKED FTG. DOWELS 5" "'09 EMBED W/ 25" EXT. ABOVE SLAB iN "GRADE 40 STEEL" g�g ^ / / HVAC CHASE ::� : ■ ■ /���'/ BASED ON 1 — I / LOCATION a 0' 5'-4 = 16'-3" S6 M fhN �' 0 .0 ............... ................ .................. ■ li ■ -4" TYP @ 2 J STORY S6 5'-4" 5-0" FOUNDATION PLAN. M _ O Q a cz C) lJ - Ot- m ZDco o 0 i�(!i - LL9 p ® C) C M c) N O M O 'O CN N q L V- 00 O Y 0 Q CD to O : 1� Q O I Al® N C B D C ,, SAz n Q M s� • �-.Qh � '��. 0 Cn —� iS� N E s r r PlltM F- 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C7 NN z r-, 0 _N Ili M 0 M a41v`� °' •L can I� <t LL p. L 3 Q OC) Q � z E W J 0 oZ IE. za r z w¢� oa�O z--x �=)z ^_1 1. 1.. . 0 J a 9 R 0��0 0 L OZ z O Q ' Z L.f) ZD o N � Q u _ = O z J Q W W� o w OZ O �n => Ux 8 6 y.� TI'. A �acCa OtQy O`t wCLZQ ul z E z LUJ � (n dia W a�oz o J ri LLJ 2 U N M Q Q z War ¢�z z = a fn o g = Q z uj SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 6.0 Z M — O Z Q J d U) Z U=j tn (-D (1) C +--' W CQ p O"' E o 0 ca °— m U _ E q N M M C N C)O — wig U p a--LL 00 O Y Y Q I U.)V O m Q O Al ® MID CN\C\�B�/DC Iff ® V i ''F'i • �';�� • 0 fq CD l��� a, o �' ,�{�Iy�' dare L U.t� -��j 3 LL !f To the best of the Engineer's kno orMatto n, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) C) Z N O a� 1-+ +-J o I>+U-)MO M d cn•L� a ° L z F— CL 0-I CCV < E Z WJ C) d' oz o w � znQ �a z W W a E Q 0 'r ZWwQ z� W x J � � N L o� z z >0 ' ^ u , 12 Z L L. g O N o o O < LL LU oL J� 0 i282 aQoa N Z a J IU,' Q Z s g� W Ln aao�Z J ri W Q di 2:Q Z a LL o `�` a W~z a�Z M N Z az Z m � o0 g = a z ,-a a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5al SHEET NO. 7.0 �I lfi� IdU�IV i Ial1 lki J TYP. @ 2 STORY G ,— r) to TYP. S6 LO M r yvj U U U '� U U U �� CJ1 EJ7 CJ1 CJ3 CJ3 CJ5 CJ5 (2) X I A7G TYP @ 2 STORY A6 (2) J X S6 A TYP, @ 2 STORY A4 s6 A3 q2IV I > ' x A2 (4) X 433 O A3. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS M N 00 1. (2) 12d TOENAILS EACH SIDE OF FLOOR A51 TRUSS TO WALL OR BEAM BELOW TYP @ INT. LOLO BEARING U.N.O. N A61 4 oz-,, A7G1 LO (30 0 CJ5 cN t 1 SIM. W/ BLOCKING N S5 ca CJ3 EJ7 M 1 CA v v 0 Q U U J TYP @ 2 STORY (4) X S6 � N v a E E 0 v c c J cn N LZ 0 U v U i U N •O a a N O M M ROOF FRAMING PLAN W SCALE: %4"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 10d X 1 1/2"Lo F HHETA20 2235 10 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& M O — o Z N Q a C/) UI cn w ♦ U — O oiLU l 'm E' 0 o m ti U N M f— � — S CLL3 '0 M i" O r NO M cV 00 LO i N LO it LO 0 0 Z. rn N DD 00 E 0 O O 8F8-1 B/1T O GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 'I T-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / j .0 Safe vertical load Safe horizontal load —\ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY O O O O 8F8-0B/1T 8RF6-06/iT . © © O O Or O e O O O O 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F20-0B/1 T 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM do GROUT SOLID o a• N w J U O #5 BAR CONT. 8F 12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. Ei E P TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = J w F 16- B/ 1 T H J 6 ih Z r tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cif precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S RAT TOP ALTERNATE POWERS MIN..(1) (1) REQ'D CLEAR STEEL LINTEL O ° a 4 ° .M.U. #5 REBAR AT TOP a ` n MIN. (1) REQ'D ° 4 1-1/2" CLEAR ° d D ° GROUT n �O Q 4 5 REBAR AT — Q ° BOTTOM OF i' to w w w 0 LINTEL CAVITY U) \'Q �'L —BOTTOM O=UOZ o REINFORCING ¢ ¢ C, 20 J 7.5/8"ACTUAL PROVIDED IN Z O w LO D D 'NOMINAL WIDTH LINTEL ¢ O 3 �o �, Qo #5 REBAR AT B( AS INDICATED (VARIES) v~) m ¢ a ``. a LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OL SEE PLAN T/VVALL rJ-8- KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL 0 8 SCALE: 1" = T-0" N O O 4'-6" LL 6'-6" LL O 5'-10" LL (�)IVIIN. 5'-4" LL f r; •f• (EMIN. 17'-4" LL O 5'-8" LL O 5'-8" LL O! O 5'-8" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0" M O CD z� Z Q a U) z V) C9 <n +� W � Q 0 W 3 1,E o 0 U W E N M CCUM co _ U � t � 00 , � 2 F C -.4 <m�< u7 p d Al ' x�C� W a IE t--- o r., LIJ r .y Cuf r` �),- ry Lill CILIA. ��_` d a '�. f 0 A ✓ CX T �. .p� s-+ry.a• To the best of the Eng�n ��} Jyy}v�rJggf, ation, and belief, the }Ig( j� Ions structural plans a contained within these drawings comply with the 2017 Florida Building Code -Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ON Z 0 a 0-4 t•>-1 (i) M O „ M Q (- fO Lf) f1 •L Ui Q � U_ ZF- C] M < U a00 Z § E WJ Z C:) J O a�o za z� f a w4�� UZ80 Z0Woof ZZ 0 Lu a 0W) O�u_o UFuJ L LA Z Z 0 ^ L l z Z L.L 2 1 A z -v N a ¢ U T J� n LL L1J J w u w < Ne Z. a f- ° X 86 Utea' 7 L_ co a IN Zao J wWZ¢ Q �aa a 3 0 Z u �E W Ln wau aa°o J ri LLJ Q ILI Z n t w 0 ~~ � Z M N Z o m � = aZ .-I a (n SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 8.0 0 0 r CN rn N LO CN N i it c aD LO 0 0 J N 0 O x 00 04 0 M w NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES V A ES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL WITHIN 45 DEGREES 0.79 RAD OF HORIZONTAL SURFACE ADJACENT TO THE GLASS EXTERIOR. [ ( ) ] C G S 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308A, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2,1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6, UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.12. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1, 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 31&11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4,3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1.2007, BCSI 4.4.8, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4. 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BYAN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps; etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 - C ncrete overpogr and mortar along the foundation perimeter must be removed beore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalis. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including land ca ing and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy wilt The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY =11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE' S6 SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1I" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT, MINIMUM SCREW NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. u, M O N (n V) (D w m 0 °� E i� (ram � ❑ o a✓ N M E �8 N MI -S M O0o 3:: � CD �00 0o p, I Y CL O :!� ¢ C" Q O A 1 N C B D-C (4 ecrG� e, ca m � 11•- ' b,tea. r �9' � i '7 � al L6i ua 0;..,.. Q e - N Q J To the best of the E eer's`•KKno m�rma iq`�and � �� ;e f belief, the structural pimp d specification ggPned �rToo within these drawings comif�r#httlh� rida Building Code -Residential 6th EdkiibbAA. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Al CD 0 Z N 0 N N 1-44-'O >V)MO z M � f0 Lr) a V) 9/V\ (n 5�' a) 0 Ln Cl ^ U �-00 z� W J � d- J ,z o W� za f¢ F< wz&(L U z 0 0 zwWX of �sce2: aw�`o 0 VJ U��OO W Z O > Ln 0 Z z n 3 N /� L 1 _I ❑ ❑ -� N Q 0 ZD a V ou Zo 1-M ZD /yam X CJ w0�� LIB N � °�o� Q ~IUD❑ Za o W Lr)W �a�0 LL! 8 z M Q Z z Luz ¢wz �Vi Z z a 0 06 J = z g r, ,-+ a (n SCALE : AS NOTED DATE : 3/30/2018 TECH: M)AMES VERSION NO. 5ol SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0111 w 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM vJ w Q STD. 90° CONT. #5 CONT. #5 > HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. � 4" max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. -- -- - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 If max along load bearing wall. P 9 9 Load bearing wall must stack _ * over squash=20 blocks and Non stacking walls LO require additional wall or beam below.* o consideration. Check local building code for appropriate details in One 10d box JL N areas=20 of high or=20 sinker lateral load. nail each side N 10'-0" at bearing. TANK -LESS W/H CORNER OF N HOME GARAGE SIDE 00 0 �1 Q 00 r- E E 0 x 00 H C G 00 O IV 5'-0" a - 0 STUB -OUT FOR 1'-O" 0 9 0 GAS METER 0 o `n d- U O o Sl N — • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Is,a T' (10d) nails, at 6" ac- Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate 0 BC15000sR 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14' 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 5/8" 0 THRU BOLT SIMPS( w/(22)' NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— ,....:......... ............>............. 1 16" A 1%" ROUND HOLE MAY J s.r 6�r DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" 8 1'-0" 1'A 1'-2" 1'-2" V-3" 1'-3" 1'-7" 1'A 1" 2'14" 2'-9" 3'-2" 3"-7"' v Any 16" joist 12 1'-0"' 1'-1" 1'-2" V-2" 1'-3" 1'-9" 2'�4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" S pan_ (ft) 16 V-0" V-1 " 1'-2" V-2" 1 •-7' 2,-5" 3'-2" 3'-10" 4,-9" 5'-7' 6,-4" 7'-2" 20 V-0" V-1" 1' 2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 8'-11" " 1'-2" 1'-3"' 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'14" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO, 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. JC A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 I I —III —I I ►—I I 7p! Nail with 10-10d nails. I1=TTj=Install tight to top flange. SLEEVE THRU STEMSEE PLAN FOR FOUNDATION INFO STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1l4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joi7. st D�depth I -JOISTS BUCKETS N.T.S. GRADE . a. (—REINF. SEE PLAN L`A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ��® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ,Q G C �I SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a d a n SEE FND. PLN. SIZE & REINF. CD Z M — o E3 0- t� z V) CD 4) � F--� w o w 0 c r- 0 V) a t- V LU '— N M C� CaltM'7 = N '- U O = L U_ 00 U oY Looms ¢0 Sao -a w N C H D C 'V Ge bn — "41<=:, N f0 co m � � �. � M U = �\ .-21, F Piz' . ox�-, o Z "o . LU Olt N d 10 w CD m qs aid r � O m m To the best oft j�p ine r' li I d e; infor a.6n, and belief, the structura'V nd specific i > ntained within these drawings c6Trfply�,Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV 0 a; CD r> U0 ro z Q 11 Ln L­ N L_ l!VJ Q U_ Q .M V Q00 Q E � z CD W J C) d' €o, Z a w¢of0 o oo- z w Lu _J � W a�0, C. 9 .0 L. ''/^ VJ O� L L11 z o > Ln 0 2:z CaC 2 N Ln 0 N ¢ o U _ = z �a U w� �0 Q0O F O w005 V�iia .- ry ' ^ z J w z a Q V Op O 2:0 z X o z ,�-I o, w J rl t1J Q g �- Qzo 2 C14 M 0)z Q z a,z 4 z a Z o g LJJ = z SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. SN 1 �L J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGH---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 99HOOK (SEE DETAIL)- (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE It (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 !%2"' ELEV. VARIESALUMINUM DRIP EDGE ALUMINUM FASCIA N. 0 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ z 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL s U.N.O. CELLS (SEE FOUNDATION PLAN r, o FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION d 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 0o MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE N C 0 V T - co C (1= 6 MIL VAPOR o I- = z LO 00 BARRIER - p J COMP. SOIL. e C�4 (COMPACTED TO 95°10 �l li MODIFIED PROCTOR TI I I I1Tl-i 0o ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 �2, o OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND co DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--k L EL BLOCK WALL BEYOND 14 O.H.D. RECESS z M SEE A/S3 OR J/S6 J-1-11-1 I I l 11 �,lil, , 111111 1= FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D ° rl I I=1 I �I m D -II-IIII 1=,Illrl�lllll�lllll�ll I r o (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. b 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH I =1 11=1 III- o 1 III-III==�1=' :- [. 8" L -1 w- ..-... ' � I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB INFORMATION. GG S3 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) r, ELEV. 0 -0 (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" ° 0 z MIN. ELEV. 4-3 1/2" �31/2" ° ° 2x4 CONT. a A.F.F. p 0 . °a _ g. ° �, ° a ° a _ tV ° 1 " �4r' 1I I ° �. -TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR / s „ GYP. TYPE „X„ @ (2)16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. �1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd FITS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS -2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 16x6W1.4xW1.4 2„ 6x6W1.4xW1.4 WWF OR FIBERMESH 'WWF OR FIBERMESH 1/2"(min.)- 4" 00 ° d a o- Q 3 /2 (min. - GARAGE DEPTH VARIES - _ -11 [.I I ll-111=11 �I I I I -I I 11 ° ° 9 ° '' I -I I -IIII 111111=, I 1 1 III I' (2) #5 CONT. 4" I— 1-4" 8" MIN. G ARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ N 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ° p p °P o FOR CLARITY D ° D p D p D ° I _00 _ -III-1 III III I I I I I_I I I -III -I I f-III=1 11= Z NOTE: D o° g ° � D III =) =) I I 1=) III= III -III III I C I -I � I *FOR BEARING WALL �iTil�liTil N lilllliill��iiil�l r W/ UPLIFT ONLY I _ I I=1 I =1 =1 I=1 =1 f=111=f 1 1=1 I I=1 I I=1 I I=1 I I=1 =1TI=III=III=III-III_III-III_III=111=III=III=III-III=111=' _ I -I I m"TU ' FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4' GRADE 00 _ '-::: 11 F. l lil—1 � l—1 -(1) #5 REBAR w/ OPT. I=1 fT= I PSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS A M (` A' `" '-III .I I rl I I=11-I ' . `'• �'� Q' � I I �I I ��. I I--r.. _ I III'III' SEE A/S3 OR J/S6 — -1 LII I 1 111 111 I, I I, III 11= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" �3.1/2"�MIN. (2) #5 CONT. -f 14-;1i 1 I-1 Ij �4� l 1->1 i 111 1 i $i U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" coy,,. �Ec��cU 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING Qcs NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. GoNJo s (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C THIRD POINTS f NOTE: ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON 5/8-x 10" "J" .BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (1 )10d NAILS w/ S PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O, BLOCK IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE --\ MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ &-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] 2X P.T. PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH BAR w END OF 2" x PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED c PER MANUF. W #3 OR #4 REINFORCING BAR U z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi =� _ — r [GRADE 60 MIN. Fy= 60ksQ p p FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP] a I -I 11=1L�I I I- III III -III -I I IT 11-I III I=III=1 I �I ,L r ° i W -11 TI I I �=6rF, 6 MIL VAPOR BARRIER -1 I I I I> ° .' I I -(I L-111=11 Tf . R 17/8" `n II=1 I I W ° I I=1 I F-I I 1=111-, _ #5 REINFORCING BAR _I , LW�W ( -7 I 11 I I I I I I ♦ o I =111 ---' II I II i IIII i r T #5 LAP SPLICE (2) #5 cONT. -t I III-1 I I, , , I I, WI I I�-ii� — COMP. SOIL. (COMPACTED TO I ( ° ° �- 95% MODIFIED PROCTOR ASTM 11=1 D1557) I 1 IIII I I II1T1 1 III =1 4" 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 J CONT. BEAD SEALANT ° Q INTERIOR ° d -3 1_ / CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE " (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °a ° -�_ III -I M 6 MIL VAPOR _= i' I - I=1 —1 BARRIER =111-I IIII 1 i 11 II I II I I � II I III I I i 1 I1 4" 4„ INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" N 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICETYPICAL INTERIOR BEARING E REBAR DETAILS rF_'� WALL W/ UPLIFT rG S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)\7 1 1 co AT 24" O.C. MAX. FOR TRUSS �N 4 SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN a - -_ ` II 11-1 I 1=1I SEE ROOF PLAN c_ - 4 ° 4 .a 4 FOR STRUCTURAL I=�1� -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' WWF OR FIBERMESHcn S3 BEAM SIZE & . m a. I CONNECTION INFO M 2x4 #2 SYP P.T. FRAMING wi =1 I I II (I=I I , ,� I 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �r_41r" 8" zz ATTACHED PER NAILING FOR REINF. INFO. co 0SCHEDULE OPTION #1 Ui 4 > SEE TYP. WALL SECTION FOR ADDITIONAL > J SLAB INFORMATION. SEE FLOOR PLAN FOR o W STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. rM & BASE CONNECTION INFO. SCALE: 3/4"=1'-0° S3 SEE DETAIL 16/D1 FOR IL SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN PORCH SILL O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _9 d SQUARE CMU BLOCK BASE CONT. FOOTING STEEL MAT REINFORCING. Q ' SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS 00 GRADE a FILLED SOLID (SEE PLAN FOR =_ __ a _ SIZE AND REINFORCEMENT) C'3 I I=I a a=I III-I=1' z-III- a. w III -I I III -III III w I=1 I_I 1= z BRICK PAVERS or SLAB PER 00 �' _I I_I ! °__ �COMMUNITY SPECS I'' -''- - - - - cl) 0-0 FIN. FLR. IV -i -I-I l-I I -I -III-I i- FOOTINGLU -I i t III -III III -III -III III -I 11=1 I I_ If IIIliillliiilll���lll , I _=III-11I-' BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �13�_ >n M CD J Ln C4 Qj C Cl •U — 0 LU t/) s 0 � C� o m M 1� a� C N M 1° E O O t5 00 0 0 o i::- -Crn rn¢o N Yc wan CIO N .ay W i"t i �L J LL oft t W 0- To the best oft US�in }Yc wn�'orm tfr% and belief, the structural s and F0'e8,2ation r� q fined within these drawings cdt�l�dlpY�tte^ }orida t8l Building Code- Residential 6iN i ni Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 z OIL >Z I-,�MO M Q _ CL ,L � Q � LL X OC U fl. C)o a W J � d' J O 4 z 3:9 � O Lu zaa <a LLQaLa U O'0 Q ZWW� Utz W a.CoLo 0 ��- RF o J Z O G U oC zZ un z 06 a Lr) z tV o 0 U _ z uj oLL ¢VY o J,. Q8Q 0 N A I� z<R< W � J Q �g a 2 z W In di'_ t u.i � 0 U W U N Q z 2�� = Q1 z [._ ji Z co ONO Z W _1 Z uj SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. S3 12 \np) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d co NAILS AT EACH STUD 0 2x P.T. PLATE I5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT N I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —� co AND FILLED SOLID W/GROUT C 1 #5 VERT. IN CONC. FILLED CELL W/ a STD. 90A HOOK IN K.O. BLOCK (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND _\ FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d DOUBLE 2x TOP TONEAILS SPACED EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION WVARIESO.C. x BLOCKING @ EACH END W/ 10d @ " O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER IZI PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F, STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D IF 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS�l N I KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 's 1.0 00 0 0 J rn N MOUNTING BASE NOT SHOWN Cn FOR CLARITY SEE DETAIL E K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE ti GARAGE FLOOR SLAB LZ TROWEL FINISH SEE 12 GENERALNOTES 0 SLOPE FORWARD\ FOR DRAINAGE o SEE PLAN FOR FOOTING o DIMENSIONS M GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. M 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d c n a o 11 11d a a a d 8 STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4"FORM CONCRETE INSET TO 1J2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J MENIONEWEE T > T O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR---. 1011 GARAGE DOOR ROLLER CONNECTION ASSEMBLY �— GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d a a a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ CL DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL— FIT ❑ ❑ ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE), ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) LBLOCKING USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL ° d d ° DOOR STOP w a a c� d MOLDING 2x TOP PLATE T GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR SEE A/S3 FOR7REINF. PLATE TO CONCRETE INFO. vvvn Invn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 SCALE: N.T.S. �S4 SIMPSON SIMPSON HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFFA, 2-ROWS 12d NAILS STAGGERED N @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA ri STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. Op SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 F��NQ ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d da a P.T. ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d I / NAILS AT EACH STUD / 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD — MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL—` W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS��SS4 SIMPSON C a SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z wl (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SIDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R, MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 7 A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS �S4 - TRANSOM FRAMING \-NAILED INTO TRANSOM FRAMING Ll 10d NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR to ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 -1-BOLTS @ 24" O.C. MAX LINTEL . . 2X P.T. PLATE .... SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM PLATE UU 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4- O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 1 SCALE: N.T.S. (D Z M _.o z�z <C J a V) CD Q) u, w M o 0 w E '— m U w E— E MIN,— U N M c' m M co m "6 co O O O _ 1 1 U � rU_00 C/) Y Q m In O CL Q O ® N-C-B D C 7W /r -*� s Gry N y _"> CN LU pLLi .n o' N Yam, t Lra � Z'.O a�Wice; m �Q<2� 0' fie•..%, To the best oft give eel nfor t�' n, and belief, the structur g�,s and specificati stained within these drawings comp��R'ill lorida Etl Building Code - Residential 9`#ti Engineer's signature and seal is only for the structural engineering Portions of the drawing pages bearing Engineer's signature and seal. O Z r14 O a) I�, 1-�4..'O Ln (n M C) 1­4 M Z �) M L � V) z H -U_U" a U fo Q Q Z� WLU ZIT J 0 oZ Un Un �o Za Z a �r Wa00 0-0 Z 0 w QXQ S j z Z �S�W aa0u� O t o U�FzOO L W az ZO U Z Z f� N Ln 0 OU = J �¢ Luj � o� V? R ZO I- Wo86 W oho ¢ w"2z-< 0 I\ -LU a" E w a�o�Z --I w U) U N M Z Q Q¢� Z LUZ k CN Z It C) a UnZ fV Z W -0 < O QO g = W SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5ml SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H10A W (18) SIMPSON SP4 w/ 6 1Od x () 2x4 BLOCKING 2x4 "T" BLOCKING NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKERZ SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. �� �� 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES OUTLOOKER �� 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) �° 48" O.C. 16d NAIL "L" BRACE @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE 1Od x 1 12" AT EA. SEE STRUCTURAL NOTES ATTACHED TOP CHORD ' SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER 10d NAILS @FIRST 14� BLOCKING FOR • FOUR 2x4 OUTLOOKER @ 24" L @ 24" O/C OCTYPICA ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°± �� �� 2X4 CONT L BRACE TOP CORD BLOCKING O.C. (OPTIONAL - SEE 4" MAX.LOCKING TOP CORD FOR GABLE TRUSS WEB TRUSSES �° EDGES SIMPSON H10A w/ (18j FOR FIRST FOUR FASTENED W/ 2 () 10d 3" FOR FIRST FOUR ROWS OF TRUSSES EDGES ELEVATIONS) FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT @ OF TRUSSES @ 5 SCALE: N.T.S. S5 SHEATHING APPROX. 8" FROM • OUTLOOKER EDGES OF OF SHEATHING TYPICAL DOUBLE TOP PLATE "L" 2"x4"CROSS BRACE 24" MAX. EDGES OF TYPICAL @ RIDGE FASTENED AT „ „ L BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO 2x4 CROSS BRACE APPROX. 8" „ APPROX. 8 FROM SHEATHING TYP. 2x4 T BLOCKING ' 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB MAX. & (2)10d TOE NAILS @ o @ 8'-0" O/C. EXTEND AT LEAST 90 /o OF FROM RIDGE FASTENED AT 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (2) 1Od & (2)1 Od RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END EACH JOINT W/ (2) 10d & (2) 10d TOE AT LEAST 90% OF WEB 2x4 BLOCKING @ 48" O.C. 2x6 P.T. GABLE TRUSS SILL RIDGE FASTENED AT EACH JOINT N D T SIMPSON H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS "L" BRACE ATTACHED 16d NAIL ' 1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TO SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2 CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. — ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48 O/C FOR THE (2) 16d 7l16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w! 1Od NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM 1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD SINGLE "L�� BRACING DETAIL 6 THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 6" O.C. (2) 16d NAILS BOTTOM ATTACHED "T" SCALE: N.T.S. S5 INTO 2MI."x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ Od NAILS @ 2x4 PANEL BLOCKING @ 48 2x BLOCKING EDGES AND 12" O.C. FIELD W/ (2)16d TOENAILS 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 2X4 PANEL BLOCK►NG, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) 10dx3" 4" O/C @ DIAPHRAGM FASTEN WITH 1 Odx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ 4 1/4 x1 1/2 ( ) BLOCKING @ MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. EA. END TYP. TOP & WEEP SCREED BOTTOM ATTACHED w/ (2) BLOCKING, FASTEN WITH BLOC 4" FA @ SDS SCREWS TO TRUSS & (4)1/4"x3" SP2 w/ (12D 48" O/C GABLE TRUSS 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 2x4 LEDGER MATCH BOTTOM ( SDS SCREWS TO PLATES AT 36" O.C. NAILSIMS NAILS AT EACH STUD TRUSS VERTICAL PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN, 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER DBL. TOP PLATE 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) (2) 2"x8" "L"BRACE NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH TRUSS) FASTENED WITH (3) STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 SECTION 3 SECTION 4 16d PER SIDE WEB, USE MSTAM36 w/ (7) SCISSOR GABLE "T" BRACE 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. SCALE: N.T.S. 55 S5 SCALE: N,T.S. S5 7 TITEN ON OUTSIDE AS PER HIB 91 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER 8d 6"0/C N 2 20'-0" MAX "X" BRACE SEE DET. J/S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO DETAIL J ON SHEET S5 FOR SEE STRUCTURAL OUTLOOKER @ 24" 0/C @ 2x4BLO%, Gw/( )10d TOE NAILS AT EACH END WOOD TRUSSES @ X-BRACING, AND TOP M r x NOTES AND NAILING TOP CORD 24" O/C (TYP) CHORD BLOCKING N M SCHEDULE FOR BLOCKING FOR INFORMATION °° °° SHEATHING DETAIL FIST FUR WS FTRU3S 0 S @ 1 1 1l " 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES Ib APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING ' EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d &2 () 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 -- -- NAILS @ EA. END GABLE TRUSS o z TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7l16" BRACING w/ (3) 10d x 3" AT w AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF F 48" O/C FOR THE FIRST ROWS OF (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSEE S FROM EA. E ES AND 12" O.C. FIELD SIMPSON HGAMIOKTA w/ (4)NMOISTURE BARRIER W/ O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL � (D = 0.207 , L = 41/2) OR EQUAL END TYP. TOP & JACK TRUSS 1/4"x1 1/2" SDS SCREWS TO (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION TITEN TO CMU TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL 1/4"x2 3/4" a a TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL ARCHITECTURAL FINISH NOTE: 2x4 T IN TOP FASTEN PANEL I: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING WI - CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ � 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CONN. � 2 'T BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - EXT. WALL CONN. NON -LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: r-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g BEARING LOCATIO (UNEVEN CLG.) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN (", L o ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. 55 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-13 SCALE: N.T.S. �S5� o S5 ADDITIONAL INFORMATION. SCISSOR TRUSS " 45° 2"x4" OUTLOOKER @ 24" 12 N O.C. W/ (2)10d PER JOINT 6.9 MAX. l do � MINIMUM 2x OVERLAP TRUSS BRACING a CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 1Odx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL JOINT PER NAILS -0 T "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING C3 --- LU 0 o ' 0 z o w W m o Q a Q o o o T X Q o X 0 d w LU 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) 00 CD ALTERNATE NON -DROP L CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 MINIMUM 16d PER JOINT NOTE: M GABLE END DETAIL (2) MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING N CROSS BRACING DETAIL J SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL rM BRACE TO EXTEND FULL HEIGHT OF 2) "L" BRACE TO BE FASTENED TO GABLE GABLE. STUD WITH 10dx3" NAILS @ 4" 0/C. SCISSOR TRUSS SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. S5 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION St, 4 3 "L" BRACE W/ 10d @ 4" O.C. 12 3 a 12 (SEE SCHEDULE FOR SIZE END JACK S5 _ 6.9 MAX. AND LOCATION) 6.9 MAX. "L" t2 DOUBLE TOP PLATE CL BRACE W/ 10d @ 4" O/C 5 (SEE SCHEDULE FOR SIZE 11'-O" MAX. 6.9 MAX. 1. 5 35 AND LOCATION) aE E S5 `o SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 2X4LEDGER N GABLE TRUSS '�io� SIMPSON LSTA18 0 6 S5 6 S5 a CORNER JACK / a ¢ w z a° a co -������ TUDS ����--------- CONT. BEARING HIP FRAMING REFERENCE PLAN ' DBL. TOP PLATE CONT.BEARING STUDS@16"O.C. SIMNAILSAT WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" EACH 10d NAILS AT EACH STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. Cn Ld MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. UI 7� tM o _ z z a t� z Cz c9 Q) w 0 W r~ � i� � '/_'� o 0 4J W H N M C) . M [2 -O cop GU tV U O = U - U_ 00 no � o u, a d; ® A C m i 1 J Of �Q�QSS,�� ,p0''@ N � w w C L n #I 9 To the best of the Engin .A ovule ge, Inform@t' d belief, the structural plans an e ; Lodi ed !%It4i� within these drawings comply $ Fl�o�rida Building Code - Residential Gth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. it O O z N 0 (1) r-, l>-i (n M O M a�-MLn Q iJ� C" ILL z � � M 0C U Q 00 Q 19-- E z WJ C:) oZ �o Za �a �Zg° Z0 W ��z� �SgW aa0Un "m!o L OZ Z O N � a� �Z un z Q un n 2 L0 ED o (V o o Q U = 0' 9� Z o� G <Lu yyp e� Q op E N < a<�3 B fo Z 2aUo W Lli W ° ¢u _I rl LU o Z o E� N r� Q Q zZ Z Z a� NZ o g LU U o w SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 50 SHEET NO. S5 - 1�' 1 -T� i 1t _ I 1 (1) LAYER TYPE 11(#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATION-15/32" CDX PLYWOOD OR 7/16" BAFFLE BAF O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER v+ ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO EE a w 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 314" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. r- COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ _ INSULATION PER ,¢ 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C r0`+, TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R N SQ. FT, OF FLOOR AREA & SEALED PENATRATION AREA W/ 0o FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 7— SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT LO ER PLAN O OR FELT ` PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" 00 g DRYWALL NAILS OR DRYWALL SCREWS 7" O/C J CEILING & 8' O/C WALLS —STD. 90 HOOK (SEE DETAIL) 1/2" GYP WE 8"x8"X16" CONC. KNOCKOUT N INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Q M °O v 4"x4" INSPECTION PORT AT i a EACH FILL CELL TYPICAL C 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 1.2 BASEBOARD N TO CUT BLOCK OR POUR co u MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE i MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4" to 6" BELOW GRADE c c 4. C v a' .. a FINISH GRADE 00 �. co�T I —I II Il1�i i 6x6 w1.4xw1.4 I_I==L=I i �f_ = I I I° a,I—III— IF _ WWF OR FIBERMESH' �=III—III—III III I i I—I=I 9? T I LI=—TI (�=7J1 IF °III—�I—I�1=JI 1- -I I I I I I... I I I-1 I I I I °• I I I 1= „I ',—STD. 90 °HOOK Q (3) # 5 REBAR ON 3" CHAIR 4 (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION 0 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUC 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ / *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING - FLOOR TRUSS SEE FRAMING PLAN • 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2-0" OF END WALL W/ (2)1063" @ EA. END INTO 2"x4" BLOCKING 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SCALE:3/4"=V-0" S6 2ND FLOOR FRAME CONNECTION R N PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0° SEE TYP. 2-STORY WALL SECTION�S6 FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,1 FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANOONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8)10d NAILS TO STUD PER STRAP In m SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d .. .. '. A V—'.�°. ° i .� • d. _°'° a A° °. q a'T '7�77rf'''}}}'' CU d .e I I� -�I I II I II 1 I II� i �JC�f1=8,, L3„CAMN-88EARNCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING, REQUIRED SECTION X. NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND 1 15132" OSB EXPOSUREI F F SHEATHING w x SOLID 2x U) C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X aU C x EE_,".4. x E i- 2x STUDS w BEYOND. 1: SEE PLAN o 0 U) \�2x4 P.T. BASE A HORIZONTAL PLATE BEYOND zx RIBBON OR VERTICAL SEE PLAN BLOCKING WALL SHEATHING BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. O O 2 O 2 5 FT. 4 FT. 0 O 0 5 FT. 4 FT. �3 1 00 1 %FT) 4 FT. 0 O O 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE: o NAILING ZONES (SHINGLE AND TILE) m ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z_ ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO ¢ SHANK NAILS) C. = NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OIn LU (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 Lu LL I—:O it 1 > F ¢ 0 8 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH OM r:O J PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO OM U) LL= U) U) r LL STUD AND OR BLOCKING AT ALL EDGES. — N WHO LL jLL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING. S 314" S 1/2" 112" I S 1i2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL O NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL Q SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. Q (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" 0 C STAGGERED C WALL SHEATHING INSTALL. VFRTICAI flI KIN S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN `�� • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE Op �FRipR NG SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH E — e4 n CV .a -III—I I I_i I I-1 I a° a. M —I l 1—III—III I I �'d, a aA: 6 _ICI —ICI —Ili ' lu! HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 716' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16 O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I-1 =III -I' z i—I I R � (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE t ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. QS 6 0 r 2 Z;; o z < U) zcz cnn/i'' C� c/-) I_tet •U — 0 W E o Cam/) ~ 0 m [-- U W 4) M C ca co v° O 0 s im O o N ai 9? 0 w U_ m rn o7t rn Q d ® AlN C B D C .w � ,/ 3,' �'��w�¢Q.���� $10 L lum LUQ,,.�,.i3G J� •. :✓ To the best of thelE'?_ ee 's kndwlQUp. UVePmation an belief, the structuralp�(ansp�d�,pecifications �Qed�y``� within these drawing3+�rnp1 lvft�'t 6�pRWnda Building Code - Residenfi, Edition. ngine 4� yi4•�e signature and seal is onlyrfi$y'pplgA]t�ing the drawing be$$�Fih i� er's portions of pages signature and seal. C) ON Z 0 (v I/—i M O M Q (A, 'O LO III. to Q LL_ CL M V fo ,-, a E� fu Z W J � d' mi oZ o w� za a� g F uj < UZOp Z Lu W hUw, J }n.o� a 0 -- RF �., Lu O ZZ o E _ (n z W 5� C 2 Ln W o N C) U = �a Lux O r J < LU 2 — I= a or a I\ V gza Q 8 S, Z W a - E Z J V-4 Lr) a a ;�=Z --I LU � Qzo U �¢~ M Q Z a�Z j T N Z U N z Q _7 2 z SCALE . AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. S6 FLAT STRAP IVIV NAILED TO I V4 1V/"11LV E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT �2 MAINTAIN BETWEEN 1/4" a AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER IV 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT POINTS N E 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" STRINGER MUST MAKE F CONTACT WITH LANDING 2x4 CUT ON BEVEL ' DOES NOT BEAR IN WALL GLUED TO 2x8 SECTI STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN -KIWI WALL SECTION V SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL - —2x12 SYP BEARS IN WALL BU LLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS ru 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER —/ FOR DRYWALL SPACING H E SECTION VIEW SCALE: 2" = V-0" 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL - -2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN1q" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS '- 2x4 SYP BLOCKING ` /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) ON VIEW "A" SCALE: 1" = 1'-0" E SECTION VIEW "B" SCALE: 1" = 1'-0" GN THIS STUD WITH FACE OF 2nd RISER ALI 6'0 t— LX4 JYH bLUUKINU FOR STRAP 2X4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) \ I EW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMING 2x4 DRAFT STOP 2X4 BLOCKI C-� NOTE: 2x8 DRYWALL STOP NOT SHOWN BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G ..--2x4 BLOCKING FOR 2x12 4- 2x4 PT UNDER 2x12 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL c ROVIDE MOISTURE PROTECTION LZAT7SAH ALL COMPONENTS IR TO CONC. W/J" X CONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER /TOP OF �— -,, STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR vEl M FLOOR GIRDER PROVIDE SOLID BLOCKING OR 1 x 16" VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE:' = NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND > TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON NITS 2 w/ 10dx 1 1/2" NAILS D OR 3 112X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" 0 r z M 0 z� < a U) z Vn))' (D � cry w Ow II /^) foh ZD v • S 04 m a)M w p i— c3 c N c) T -0 cM O c 0 U L U_ W Y � Q o m ;0� m Q o ® N�� 4 m 2 N N Z � o w U_ 01 a z N m SAG 't �•• FLO •�� ti To the best oftEM Engi er's owdedge;Snforl�3(jon, belief, the strucfira pla'•rr�•;;��qq,,�..��'d specificatiQ�{��il'tairl,k'ti within these draw omdlyPoVi�il 4,�2°01'/ Flordsbt Building Code - Resi a th Edition. En t` signature and seal is on�I ineering portions of the drawing pas 6BAFih�°�ngineer's signature and seal. O oN Z O (v �> ul M Q (!) 0 Ln a cn•�� a an) LL z � Q � U Q00 Q � z E Z 2 wJ c:) d- oZ �o za <¢ 17 Wa&a, Uz�0 ZwW� =z� .2 uj d 0 U��O L oZ Z O J E Z H ��/� LL Ln W N o On O = �4 L� Z oW �Ro I- _j Q Wo�B � z 0 ¢aa3 Q g� . . 0oo0� Z W Lfi a m�.� J r-i ILUIn 2:Q z $� z o Y¢ W~~ N M k N Z _ 0 T oZ �Z r1 r-I U0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. ST i cr LO 00 S M N I 00 a WO r- LO N c 00 0 O J rn N I c N v 3 tz Q 0 N 0 n E 0 v c y L: 15 15 I co U N 0 a a co N M a M 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO SHT. JAMB(RE 1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR HT. SD DETAILS MAX 8„ PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 � #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG FURRING 3/16" O X 3-1/2" LONG TAPCONS FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6' O.C. EDGES AND 12' O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) ` ' BLOCK@ SPACING " 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 JOIST 2x BAND JOIST W/FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 3 �� DETAIL `STD. 90° HOOK (TYP.) STD. 90^ ` � @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL NOTE: SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR[-1X4 TO SHT. SDW2-K1 CONN. DETAILS ` LAP BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16' 0 X 3" ' +_2„ NOTC FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. EWS D& LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16 O.C. 2X8 L INTO BAND JOIST (4)1Ri4"x2 314" 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5^ NOTCH WEB AT E FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT 0 OVER SIZE DOOR -WINDOW ROUGH OPENINGS �ccFOUNDATION LED CELL PER PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT ,2'-0" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * TRUSS S 2 PLY INSTALL SIMPSON GT2(w (6)1 d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4) 10d NAILS 7INTHIS LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1:/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOR CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLYREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH INTO 2 x 8 FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN d CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. ° d� INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4 10d NAILS THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER ) PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. ARCH DETAIL J 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE X 31/2" TAPCONS AT 16" Jr (2)10d NAILS @ 8" O.C. �FRygN TO TRUSS TOP CHORD (3)114" r �I 5 ii SCALE: N.T.S. SS O.C. 12 + + OTy PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED ' D /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° ° !D • . D. #5 BAR .p 2'-0 8" TRUSS + + SOFFIT ' pD, p ' 1.0" ° D ° CENTERED W/ BLOCK HEADER\:�� SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + e' ° '� 9 H N TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . ®s EACH TRUSS . D ° o D a KNOCKOUT / N . ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONNECTOR °� — y MONO FOOTING A D ° CONT. W/ (3) SIZE AND REINF. PER PN LA VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BYJ SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ; A. ° CLEAN FILL D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT �' Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN 2 PRECAST LINTEL ° ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION v 90 HOOK #5 BAR IN " TO FIT ARCH CONNECT W/ 8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD FOR OVER HANG FILLED CELL,., -; , -,, -, - , ��, 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . , • . . h- % j . _, • ,, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" e •, s• , I �• , •,' s• , ,f s• ",' e• `sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O, O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER NAILHTT4 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - U S & (1) 5/8" DIA. ALL THREAD ROD >_ #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6 EPDXY MIN, 6" EMBEDMENT & O co SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER _p F F 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL P D U _ A REINFORCING AS FOLLOWS: * SEALANT I: — T1�M-1 < a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. gD ° — — — —� J # BEDDED INTO 5x6' EM * PRESS PANEL REINFORCING INTO PLACE. I — MIN. LAP SPLICE W/ 6 S L CE � EXISTING FOOTING 2 #5x6 IN CONC. OVER PANEL REINFORCINGWITH PPER HALF F C U 0 MORTAR BED AND TROWEL 0 EL DO NO FURROW. REINFORCING PANEL n � FILLED CELLSMOOTH. .:: — DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT �I— GRADE D. D I i r SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP p . \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: co z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR: MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 . 16"MIN. COVER EAWAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION, LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (.'3 v Z M o _ z° <C E3 a 4W w C6 p w O � 0 is i� t/� C) 0 M w 5— EEp — U N Ccam cL6 :D M 0 c N 0 _ (D #' ''' I; 0a cD _�e rn u, 0 rn Q o ® N µ4 C=. _qt'�}iy bi5 b' 10 N � pp N LU ; �7' L-11 �aLlS 0-: co ldA O L O � .q� To the best of th i �Qswledggg�qi ti �C d belief, the structu J,gts a�isprpc�c3[ib s con �1�ed within these drawings/ bb�� with the 20 a Building Code - Residential1dWiff i W i er's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O ON Z 0 0 a) N >U,Mc) M QV"ptf) a V .L lfN -LL' z F- Q \ 00 QUQ00 Z E Z WJ c:) oz o w Za Qf fF � w¢ oo�o z u w j 2 Z O � W �o L Lm Z Z � L z z Z L✓<- l N L~o U = CIS J < �a �w uj > 0ZO QYQ�Q _j � 6 V " W v it< m a oaoa Wiz_ Q < �¢a3 00�� Sff f W Q Z ��a LU z N ro N z Z tu nN Z t� 0 00 g w a 0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. SS it „ LO N N Ln Q LO cV LO 0 0 M N I OR CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. ----\/A1 . ---/—WOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" DIAGONAL - AT 8'-0" MAX vv/ G-1V%A %& �A1\ I 1 I IAV vv"L 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1 /2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = 1'-0" L.SEE PLAN L. SMPSON HUC410 w/ (14) FOR CANT. 6d INTO HEADER & (6) Od INTO BEAM - SEE 2OOF PLAN FOR MORE NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULEIPLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INICATED ON B. SCDHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 1 Od NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR SEE PLAN FOR CANT. IF INDICATED CORNER LSEE FOUNDATION ° PLAN FOR MORE INFO 5" XY COMMON BM. ATTACHMENT SCALE: 3/4"= V-0" SCALE: 3/4"=V-0" i BM. SPLICE OVER �� CENTER OF POST MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)1 Od SCALE: 1/2" = V-0" —ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE — SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS � OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FORLOCATION 2X10 #2 SYP CONT. LEDGER w/ (3) AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: 1/2" = V-0" gk VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 1Od ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ 12 1 ( ) Od NAILS AT TOP EXTERIOR SHEATHING INFO. o 16" O.C. W/ 4 12d () COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS 4 TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS EACH END TRUSSES Q STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS (BETWEEN ao ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) a PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. 31 y OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ ILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR T10)F FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. e STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMP80N PLYWOOD 15 (3) 12d TOENAILS TO a°. HETA16 w/ (9) 1Od x 1 1/2" NAILS @ FLOORING "i TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a' 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM — TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a �� �_ �� °. (24) 10d x 1 1/2 NAILS @ 4 0 OC. i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR ,. TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. a MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION @ FLOOR FOR CONNECTION 16d NAILS AT EACH END CONNECTIONS TO G.T. N EXTERIOR. WALL SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 M SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS U t L'7 M 0 ro � va LU � p LUE O af, T C c, to o 0 °° �- CCS p�-) V W '—E N M C (0 co c) O o N ®8 dj 0 L L.L. 00 -00 Qm a<o 13 ®®� N C II.D C p � aL:i � . f N , c.0 UI z „ P _Lu ca LL -W g< N FLOC°o� To the best of the E � er ,I,edge,'infpr�q n, a4 belief, the structural p1 n �'if[eakbfitain�~ within these drawings cofpg���t--h the 2017 Fil Building Code - Residential 6thll Irk, signature and seal is only for the structura engineering portions of the drawing pages bearing Engineer's signature and seal. O O z cV o v to 00 M Q V) fU Ln (@3 In zg CL M cl� V Q� Q z W J d- oz �o za �< F- Lu �ZS0 Ztjz� ��w$ 0 LU ° O �u_o 8 ^ Lu 11 , @vJ � z oz Qo O z i*-*, U 5 4 LU N 0 OU "a = CJ) a FYI- F°o o W Xoc6 N,. C) Z<�a < C'L.7d4� ono Z u_ W Lr) a ow z Uj M Q z Lu QF- ��z z Mz CDo � g = ¢Un z LU a V) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. D1 3 v L0 00 0 CN N i Q r- N N LO 0 0 J rNo N i v 3 a w CD v 0 E 0 10 v c J y 0 U 0 C U U .o a 00 N 0 M (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 1O.C. IL (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO AO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING 2 OF MASNORY & 8d NAILS T/B FLANGE / 1. APPLY SUB 7 (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS I' F OOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d 1 SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2 CLIP EACH SIDE •� OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF • • CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB INF °• G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d • EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED : SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL °• °• VERIFY W/ PLAN 8d NAILS @ 3 O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o•c• FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS TALC. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W IS INSTALLED). = SCALE: 1 1/2" 1'-0" AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID O.C. (MAX) AND @ EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" 1'- 0" GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 @ NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. ° SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN �E 5/8" A.B. 24" O.C. AND 6" FROM @ MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x C B B C PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE �// (2} 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 2 2 x #2 () 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL 24" O.C. } @ KNE- EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 0 2 x 4 #Z SPF STUDS B O INTERIOR HEADER G TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER SEE PLAN E F TYP, F F EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 4 P.T. OPENING LARGER THAN 4 ft 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES 16" O.C. D j x (2) BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE @ w/ SIMPSON SP2 10d NAILS AT w/ (6) x PROVIDE BLOCKING w/ (12) SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NAILS AT BASE ON SP1 w/ (10) 10d NOT REQ'D TO HAVE CONNECTIONS. • ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE 2 HEADER CONN. aC� 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR STORY WALLS ONLY.6 SHEATHING CAN STOP ONCE UNDER 2 STORY COL. @ GIRDER % (IF CRIPPLES ARE LESS THAN 8" SCALE: 1/2" = V-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = 11-0" °.a o ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN 3 2x #2 SPF STUDS () @END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS 2 ) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12dTOENAILS. ) 3" 0/C �c 2x CRIPPLES @ 16 O.C. 2 2x HEADER SEE PLAN () @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. '°l"rFN �TF �2.LA - 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE • ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON . 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ` 1/2" IS TO BE INSTALLED AT OF HEADER SEE QIS4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 wJ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS , ; W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 ol 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE &CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" 0 zo — o z z w o • U m o �� � o0 � / C) V L.0 f— O CD M M m (040 N U O O J__ L.L 00 00 U o `e y O C y Q m u) V 0, o ®LL to U) rn�' - �2 a� N* C: `edge, To the best of the E er' info �R&,4 n, ar� belief, the structural d f,Eea�j4 rk}`- taine � within these drawings codth the 2017 FIB�''{{ Building Code - Residential 6th Nd .I O§k'S signature and seal is only for the structur engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N OWN z M O Q a. V) 0 Q LL fl- fM oC U M ,-4 Z § E W J C) d- oz O w zaa f I- W<�� UZOp Z w w =zz adO�n UE O SFtio o Z Z 0 L ^ / O f z z L.L U un3: N0 0 UU = J Lu � o u_ 0 ? Q <119 4 w U. ;, N 0 Zaoa o Z J Ln LLJ w = Ln Q¢o Fr zo N Z z N Z t—u�z �c m O 06 Z W _ �o ¢Z ,--i Cl- V) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO' 5ml SHEET NO. D2 1 Q co E E WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) la SELF -ADHERED FLASHING M WEATHER RESISTIVE BARRIER �- DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) Q SELF-ADHER J SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH MERED FLASHING E0 me 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) r� 0 SELF -ADHERED FLASHING INSIDE CORNER Ground 7 Water Resistant Barrier Lath Sheathing Stucco SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST I OUTSIDE CORNER FOUNDATION WEEP SCREED • NOT USED NOT USED FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asO# In each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in Order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTIVIC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C9 M o _ z� < Z 0 V) Ch � Lu p 'U - W O IE 0,_ Lh 0 CD U W F- 8 aD M N -0 M 0 CO N i� U_ 00 Lo � o Q 0)rn ¢ o N.0 B.D.0 C- co N CO N ,.C> oo v Zo p om O_nq o ago Z Ag ZJLL N Olt W UJI U) 0, 0 m gg¢ OW 0yoY U LL ZEE° m m ¢:9 W N � w v o ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specificationscontained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0! 0 0 Z N 0 a) N I> -I U.) M O M 4-1 CL a � <C a) LL Lr) CL r1 Z oC V Q E00 Z Z W �� oZ o w� Z 4 w¢0:a oQ8o Z U w J 2 U)� O�o U N i o Z Zo N w fZ Ln 0 Z rl-IL 4T ~� o � N O 0 = 9� og LU Q 0 o J . �.. ¢+T..� x LU U J (V ora - Z¢oJ � Q Q oaLU Xo o Z o�� Wa"'o Z W Ll) W� 1 � J rl W W 1¢-`�0 �a F¢- Z Z Z t �W CSJ Z W Z � o ¢Z 0 � _ SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. W P N Florida Department of Business & Professional Regulation Budding Codes and Standards Product A Approval Application Detail gaga l n Florida Department of Business & Professional Regulation Builds Codes and Standards Product Approval Application Debit ftP I Florida Department of Business & Professional Regulation Building Grades and Standards g Product Approval Application Detail Pop I Florida Depa Building Business and PrrofessiStandaioonal Regulation Product Approval Application Detail PoP 1012 +e (D -F-+ aD > {"a /r \{/ O O (D CDL U �l�a `v U Q O L • L O Q c O O � ICU � -ice Q L� (n 0 • — � �+ (�% � (n Q C .� (Tf ar0 -&-a - t /"� V ) ' ^ _ �Tt ♦ V O Q FLa20fef-R2 T a l Version Marmillacturmor Eradnewr&,LIoonsit Validated By vaudAbod Submitted E@g.Aooenl Auarovm AMM Revision Recision 2D17 ThemrtrTry Co"ralion Rick NMpht Lyndon F. SdpmWt P.E. Ryan J. King, RE. 1011=017 07M2/201T f01111=17 12A22017 Approved Category:. Exterior Doom (419) 2WI740 PE43409 (013) 787-SM SuMhbpory: Swinging Exterior Dow Aswntfies ridovarwbl0pcenaeerds. Compitence Matlwd: Evaluation Report born a Co. Florida Registered Architect or a Licensed Florida Professimml Engineer gggyg,yeypance Approved forur Anoroyed fa Use Product Modal. Number a Nrrr b11h Pasbu bNgli sgAli IfrNo !'masts ilast Nominal 1 a. Theme-Try Facer-Claab and SmooBr-Slat Nominal8�39;8 8g Fiberglass Ingle D quw; Opaque 12/31/m20 No Va No N/A Composite tswl Fberglase 8teple Door (InswkplOutsalnp;Xcedquntiah) FLi204NA9 Sam sib go 20 Dow Perusal gale IYg YaWm M@Mdgc m S Elfmasv.&tl,� VallnsfadBy Validated SlimBfaf Aalrasm tftmrtt Revision 2017 Therma-Tru Corporation Rick Wright Lyndon F. Schmitt, P.E. Ryan J. King, P.E. 12I132017 IV132017 12212017 Pending F� Approve Doom (419) 298.1740 PE431DB (813) 76741555 Subcategory: Swirgkg Exterior Door AsseeiDda riUwrarv4ldpconatama. ry, Swinging Subcategory, Compliance MrdhOC Evaluation Report from a gore Florida Registered Architect a ■ uceneetl Florida Profeaslonal Engineer F 1A2 Entit, 20 20 Dab POWIM Bag Tols version Hoot S Val Submitted PSCAonLaral AalLatm Amin Revision 2017 TMmw-Tru Coporation Pork YVdpM LYndon F. SchmWL P.E. Ryan J. IOrg, P.E. 1�ISJ2017 07112I201T 10718/2017 12/1212017 Approved Category: Exterior Doss (419) 29&1740 PE43409 (813) 7674i688 Subcategory: Swinging Exterior Door AseemNlee rkkwanwbdOcenutaMs, Compliance Mothers: Evaluation Report than a team Florida Regtsbntl Architect or a Lkemed Florida Professional Engineer FLa204afA2 Preduela 91MIbLAastirBr AMB r LIM Aasro ed for Use llaetM Basta � Pralrs:taosel. Number a Name In WesZ gg Babunt � 8 t. Tastes-Try Fmer4laWc Arid SmootMSkr Nardna186Ki9d 8qud;Non•IrrpaG&quol; Opaque 12fJtrz0� No Yea No WA Composite Edge Feegises Single Door (Inah4ng/Oukwing; X configuration) FLa20461Aa Seim! EddlN 20 20 1� perAbw sass 'Ores version Man VAMMWay Yam Sum I:@g.Amcmrtl Aasts�d Elba Revision 2017 Taamta-Tru Corporation Rick Wright Lyndon F. SchmWL P.E. Ryan J. IOrrg, P.E. 12/132017 12/732017 12272017 Porrdlrp F8C Approved �gp1Y: ExtMbr Doors (419) 29S-1740 PE43409 (813) 767.6555 ButaC.bgorY: Swinging Exterior Door Assembles rktcwansbdpemwkante. Canpftm* Merhod: Evaluation Report from a Core Fiords Registered eertaltec a ■ Licensed Florida Professional Engineer FLa1We74t2 226 Entity or go dote Dab Persian, gate rim vmba s8otgat Vaadetsa av Y FBC Apo id Aaaarm Am" RevNbn 2017 Therms-Tru Corporation Rick Wright LyrWon F. Sbrmitlt, P.E. Ryan J. IOnp, P.E. 10/15R017 07M2f2077 7 W7&2017 12M2Y6017 Approved Category; Exterior Doom (419) 29&1740 PE-43409 (813) 7675565 auboodatIM: Swkghg Exterior Door Assemblies na"robk)BoonWkants. ComplianceMalhgd: Evaluation Report from a Corn Honda Registered Am hkW a a Licensed Florida Profeaional Enpkroer FLe20461A2 ttedueu YMOas A .fgl4! A Sits IMOast Does- E!&t Proramt Mosel NU..Naere P g i. TharmaTm F9nw-0leafc and Smooth -Stet Nominal gSlr�;B SgwkNon-Ingect6quM; Glamtl 121312020 No Yes No WA Composite Edge Fiberglass Single Door (kP/MaglOuiswlop; X configuration) FIa704a1A3 S snit Eel gag 10 Dak.Fatsina Bag Urea YmdgA lidedleam S Embi.Lkr Yt6lltledShr Yttda4m FINDAv9�al AnmMd SIasM RavYkn 2017 Tnemm Tm Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. I(ap, P.E. 12f132017 12N912017 ti1212077 Pending F�Approvalmm SubCdo: Fxbrim Doom (419) 298.7740 PE-4340p (Si31787.6565 SrdeCakpogr: Swlhpimp Exterior Door Assemblies rkAoa®mAMpconwaar+M. Compliance Maned: Evaluation Report from a can Architect a e Licensed Fbrloa Florida Ronk Engineer Professional Etgkeer FL02US1412 Smda Cashier gal! Bre gam Beg MustYffidoisEngineercontactVal By mnam FING Approval Approved..I[•••,a Rya J. long, P.E. 10115=17 07/IVM17 10/182017 12/1212017 Approved Rwkbn 2017 ThermtrTnt Cogpralbn Rldc Wright Lyndon F. 9Clarradt P.E. n Category: ExWW Doom (419) 2WI740 PE43409 (813) 7674M Comph000 od: Brach Swinging Ekbrior DoorAfsembdse k rnceMeMed+ ilbedo ar Raped froma cem Florida RepisbredArdhibct a a Licensed Florida Professional Engineer � . 9wtleLAmtrBg Aea®rmH A 4as fmaud grim Daat In HVHZ 4ldtldt m'tli IiasYgoa PsasMlr 14 n. Themr-Tm F6M-CWsIa and Smooth -Star Nominal BBM;g aquotlNon-ImpaUdquot; GWrArt 72J372020 No Yea No WA Cwrpceib Edge Fiberglass Slnpb Door (���� X ��) R.12MI-R3 lisada EgSOIa[ Bag gtts. Aagl�dba !lam ManufacturerCarriedeximmAlksm validated law" jillial"AnowevalH m ��� Revision 2017 Trerma-Tm Corporation Rick Wright Lyndon F. SehmWL P.E. Ryan J. King, P.E. 12/132077 12/13017 12212017 ON FBC Appn Category: Exterior Doom (419) 296-1740 PE43409 (813) 787-W% Subcategory: Swinging Exterior DwAssembtlN Ndnrarwbk�oonsusams. Compltence MMhod: Evaluation Report from a �+ Florida Registered Architect or a Licensed Florida F�40 Products FL 02%M1%1A3 Produete F1f204a1410 Pralueb Professional Engbeer 91alitLAtlYmas Aoffaved for Usa Anamued for Uft mw Basic, Quincy Assurance, ADWOM nor Use AncrodlorUse ve � lDabnW Quality LA90mse An,r,Imfb[U- Approvad for Use IM20 Baste FLUM1A3 Products Sea! Product Model. Number or Name Producilgersorhollim contract Expiration Deb In Fortis 0111101,1141 HVNz gas FJasllal East ProduatModN.NumberaNsme Product Description Dab inNVHZ ougbeHl(tlZ Bulaw Pleasure, 1tffit Product MgseLNumbarorName so HVHZ outside Resistant P 91YIMt AoonwedforUes Aaxrmt3rSlas lit Blum 1 a. Theme IM -Tru FrvClassk and SmoolhSbr &a3 Nominal 69;8 &quctNoo-lmpad&quot Opaque 12I311=1 Composite Eggs Fiberglan Sbgis Door (Imvdr pOukwhp; X cenllpuratlon) No Yes No NIA 6 f. Therm -Tru Fiber -Classic and Smooth -Star Nominal 68N39�A &quoLNmMpaaBqua; Opaque 12031=1 Composite Edge Fibegises Sbpb Door (Mawin9rOuiawbg; X configuration) No Yes No WA B 1. TOerms Tru F9rePCWeb and Sm od.9b r Nomhe188N39:8 BquoLNon-Impaat8quot; Glazed 12/312021 Composite edge Fiberglass Sirgla Door (InswkgtouNwkp; X cemguratlon) NO Yes No WA 14 A. Thereto- ry bat and Smooth -Star Nominal S&#WO not •OnPa 12131=1 Composite Edge Fiberglas Seek Door No se NO NIA OnP ifisfOubwk9: X medpumtbn) 4 Florida Department of Business & Professional Regulation paps 1 o+ Florida Depe"nit of Business & Professional Regulation Pegs+ o e Building Codes and Standards V6m+e Building Codes and Standards 1154101e Product Approval Application Detail Product Approval Application Debit Florida Departrnent of Business & Professional Regulation Building Codes and Standards Pegs 1 of i Iru2o/s Florida Depafknent of Business & Professional Regulation Building Codes and Standards Page I of I +/Stele l6214ZZtr9i Product Approval Application Detail Product Approval Application Detailgs2t Kroger or � J� Date !� Sled! Easily Bsis � !tom !ate mm Yerlm tteMJasb- Contact EOaeser&Lk— Validated By YShillonsIMC Acomoval Aag[mad At" Ire Yaral Manufacture t contact Engineer &Lkonse ValMetsdBy YWN" AWOW m FOCAE1om1Ml Approved AWA& Review 2017 Therms-Try Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 12rJW2017 092112017 12222017 Approved Revision 2017 Themm Tru Cwpondsm Rick Wright National Accreditation & Ryan J. log, P.E. 1712020t7 00212017 12/272017 Approved Category: Exterior Doom Subcategory: Swinging Exterior DocrAeeemblies (419) 298.1740 Management Insolute (813) 7674555 rldcwa-140gconeraants. Category; Exterior Doom Subcategory: Swinging F4derbr DoorAssembUse (419) 298-1740 Management institute (813) 767-M5 rldcararvibkigconsultank Silk IYaa YeMlm dor01 Endly BaDtegt Easbast&Lkmas Ytbr go gg(e cdapwdm no YtEastm $ Aae�m &fthM 22do ]vas Yaaga Iaeallftr&tM[ antov er Simlast EDabas[.i.� VatYtebd By Rik am pat, Ponchos 20 YtINiabod &I E6g91rarmY Aeeroml &idiot Compliance Mwdwd: Cor86eMkn Mark or Lktkg omn Compliance Method; Ceratntion Mark or Lbtlng corn Revkbn 2017 MI Windows and Doors Berm Stager Luis Roberto Lamas Steven M. Udch, PE =13201T 08M 12017 p8/152p17 101102017 Approved Review 2017 MI Wkdowe and Doors Brand stanger Lute Robert Loma Steven M. Urkh, PE 08/13=17 08/112017 081152017 10/102017 Approved Cabpery: Exbdor Doom (717) 3S5-M PE-62514 (717) 317-MM Cabpay: Exterior Doom (777) 35533o0 PE- 2514 (717) 317-8464 BubCNppry: 6lMlg Exterior Door Assemblies atanpspamavd.torn subCafapory: Sticnp Fxbr(or OoorAssambdee herngeramiwtl.cwn Qualfty Assurance Aoprond for use Accomod for IM lMasFf B!!Im Quaft Assurance Aoaoved for un Agoroved for We ggpggj DGWM Compliance Marked: Eveluation Report from a CompgerpseEvaluation Report from a Asset Product Domarloodica ConlractExpiradonoode In RVHz Outside HVHZ steamboat pJriINR $tilt Product Moew. Number or Name Pr In HVNz OutsideZ Bates P.Mtan I "& Registered Architect or a Licensed Florida Florida Rapbterod Architect w a Leaned Fords 1 a. &quot;Claelo-CraR&quog and &quoteenehmak by Sm and 840 Opaque and Glazed Fiberglass Door with 12J312021 No Yes No WA 5 e. &quot;SmootMStor&quat and &quotBeneauerk by Sm and 810 Opaque and Gkxed Fiberglass. Door with 12131=1 No Yes No WA Professional Engineer Profeaslonal Engineer Thermo-Tru&quo5 and without SkbBas. owning and Oukwhg Thermo-Tru&quotl and without SideMa. Inswing ant Oubwlng RJ"5332-R4 Products FL1F16a32-14 Proaek Approved far Iba t� i� ADDICAR d for Use HOW gale &w ProdretMadel. Number a Name In HVHZ Out" HVHZ assistant lag ProduetModN. Humherw Mma gLHWaZ omisw HVH2 a g search CdtAb Search Colombo 3 SERIEB 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12131/2018 NO Ya No WA 4 SERIES 420 ALUMINUM SW REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31*018 No Yes NO WA 145.3141liquotx88&quot X0, )X S6&gWLx98&quot; Florida DeparMent of Business & Professional Regulation P.ge 101 Florida Department of Business & Professional Regulation Pape I or I Florida Department of Business & Professional Regulation Pape I of, Florida Department of Business & Professional Regulation Pape I or I Building Codes and Standards seta Building Codes and Standards + sm+a Building Codes and Standards 1/s7mis Building Codes and Standards 115MIe Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Oxtail Ptf1a3a2A4 "6372-M fld143L!•B4 Enft W gO Bab Data peadho m EfZ1dZLtB& 21311 Enm 20 gig Date PKMK M 20 Se4d! Eotlersr &g gag Dab* Pending 20 2m Entl+g Data no Oft Pandlc, gag Tad V-1- Manufacturer! Conrad F.namser a License, Validated So )Ddd d Annette F8QAaroond Apa[aMt AMUR }vas Vend- musibigm Contact Eroalmser&License VeddiddBy Yalwom AubMYfm FRCAmmxal Aaamnd AMA JYae V-1- Igo ftatur [ Contact imfeasr.&IJasasa Valmttm.mr Yaldl sub. tMd F2C Agate Aaarasd ANN Ira! Vernon tbDYbmlrf Contact Yakked By Valb6fm B bMgtd RISC A —,I Morse AV" RevisWl 2017 Cooper Susan Products Company Lark Wasbdtetd Intadak Testing Servlaa NA, Gary PkeMer 11292D1T 08110=17 12105=17 Approved Revision 2017 Ckpay Building Products company Mark Ws*Wftld Iaedek Testing Services NA, Gary Pfuehler 1129=17 08/1012017 121062017 Approved Revision 2017 MI Windows and Doan Category: E: hular Doom 8ubCedsgoc : SOding Exterior Door Assemblies ComplWceM Evaluationor Report from s Brent Stanger Lute Roberto Lomas Steven M. Udch, PE (7i7) 305 M PE-02514 (717) 317-84" barn"mkd.con 08113rM7 05/1112017 OSM62017 10/1012011 Approved Revision 2017 MI Wnclows and Doors Category: Exterior Doom subcategory: SlkBrg Ehanor Door Assemblies MMod: Evaluation Report from a Bee Stanger Luis Roberto Lomas Steven M. Urica, PE (717) 3053300 P682514 (717) 317-M4 beNitng9ra01wd.cem 0131132017 0811112017 08116=17 10110=17 Approved Category: Exterior Doom Subcategory: Sactlonal Exterior Door Assemblies Compliance Method: Cartake0on Mark or using (513) 770ma Inc. (613) 51945M mweatsrseMacopaY.com 11,1112794W Products Category: Exterior Doom SubCatpeory: Section] Exterior Door Assemblies Compliance Mod hod: CertlSceson Mark or Using (613) 770-OM Inc- (513) 5194 m mwestorkididickpsy-core � as Florida Registered Architect or a Licensed Florida red Architect Floridampi Res a FRepislerod Archtec ors Licensed Florida PLA 452794M Products $ Cz ProMslonel Engineer Professional Engineer Cluster, An Agmmall forera Ap"ad for lid know Basic, CILINIft A99rovedfa era Aoaorred for Use [got !i>Wc, FIA53324M, Products Fula32-PAProduehc Etatshandswarolacce 1hlsold. NvNz Erltmd P2/asur stint Product FJ dmlm Contract Expiration Dole MBYfY Outside, fitisigagis P—re 37 037 VE-08 PAN-2Ft51: 84A, 94, 73. 76, 1600, 190, 76, Seel Pan (min. 25 ga.) Singk-Ca (up to W(r wkb) O621202g No Ya No +30 PSFI32 53 053 W,18PAN-2F163: SIA, 94, 73, 75, ISM, 190, 4RST, Steel Pal (min. 25 ga.) Doublo-Car (Wr to 160' 05211=8 No Yea No +30 PSF/-W Ally t Product Mold. Number or Name Qm,'KVAO@uranw Product Doamoam Contract Expksdw DOB Approved for Use Approved for LNG In my f$ outside lmma gsategnt poskm Plate €eat Produol Moat. Numbsra gudkAllUMM Product pmriodw Contrast ExaMmIlon Avionygod for Use Aaarved! In for Use !mead Otftkle R"hgnt Bann Fraasum 7611, 4RST, 4RSF, SRST, 8RSF. 2RST, 49, 42. 66, 488, 428, 55S, GD58, GD5SV, CASE, GR6SV. ARSE, AR55V, W INDCODE&a174; VA Garage Door PSF 4RSF, MST, SRSF, 4& 42, 55, 48B, 428, WS, GD5S, GDSSV, GRSS, GRSSV, ARSE, ARSSV, EDSB, EDSSV aide) WNIDCODE&0174; WE Gangs Door PSI I SERIES420ALUMINUMSG1) SERIES 420 ALUMINUM$00 OXO IV312018 No Yes No WA 2 SERIES 42DALUMINUM SGD SERIES 420 ALUMINUM SGO OX, XO, XX 121312018 No Yes No WA EDSS,EO5SV 1483t41liquo"00&quot NONAEINFORCED 981l4uOtx80&quot NON -REINFORCED O Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pega I o l I/57m+e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail gape f a, tramte Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop. I Of I if&mte Florida DepePorlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Debit pope 1 m I IP-Wis ILsl5332.R4 FL9261Ar F1�17l37Ar Ilif7499.R2 get Iran V elm Review 2D17 tgrdarw MI Wadows and Dons Category: Exterior Doom, aubCabgory: Sliding Exterior Door Assemblies CompliaceM a, ; Evaluation Report from a Enf cot Sent Engineer illooaga Validated D, Brent Stanger Lute Roberto Lomas Steven M. Urich, PE (717) 35533M PE-M14 (717) 317.8454 bsltlingeramiwd.carn gate gab ValldshoII Alassidat PW Aceraval 08M3.2017 g&112017 08116=17 21& AVnrftm 7 W1W2077 2g4M Approved Bret Iva! YM91m Revision 2017 iteMd,,bmr POT ledu l les SuCa�ay: Exterior Doom aiance W d; Exterior iDoor Mad, or Compliance Mstlaed: GAiflcedora Madcor L'e8np Eno, or SimWrt anahas &Lkr Validated By Dan Runk Miwnl-Dade BCCO - CER MIernFDede BCCO- VAL (941) 488-0100 (788) S1b2890 tlnrarkapptlnduehbs.cem 20 Bra Yalidtfm S1lundilad 1=020t7 11/282017 geY.�as gag PSC Aascond Aeef>md 17J=017 mm Approved Sd:de mm Version Revision 2017 Momdulum CURRES Division of AADG, Inc Dorn Category: Ex: riorExterior spbCahoscor Exteriorboor ComponentsMrko Ceaptiseoa AMUctl: CertBcellon Mark or Lbtlnp Enter or Sm>m9t Emkl & Validated mr Dedle Dave UL LLC Ted Bem wn, PE deve 4 dlodism (305) 8684707 dava.dedicaaasaabkY.ce m !� Bag Dow Paasdm � Validated Submitted F11C Approval Approved 11r302017 lorAW17 12M52017 No& Approved Si4da 11126 vmbE Revision 2017 M1111r MI Windows and Doom Category: Windows CompBsece Mahod: NuCeAlikatlon Mark a Lietlnp Ends or ValM.md By Brem S9Bger American Amhhecural Steven M. Widh, PE (717) 3853300 ManufadurersAeeodadon Q77) 3178454 beMngarandwdcem 211 21k Pew 21M Validated Submittal FOG Approval Amen 12rd.Mi7 IVI32017 &fWM Validated as — — Fbrlda Replebrod Architect or a Usensed Fiords FLa11517A7 Premrcla $&tZ Pmducla Professional Engineer FLO2914M Products lFL9"63324t4Pr,d,ob tlg.t ProduceMedN.Npplherwsear Qua M HZ AQe In HVHZ Bgl�dtHYlZ I Resisted irate P1aasgM Sal! 10 SGD-5570 (Large Missile Impact) CLOW Assure nse F Moos Sliding Gina Door 0411H2O21 AgamnoodlorOgg Aourovedewllec ID HVM OLN1doHVHi yes Impact pAsh mf Yes Yes SZeallc, Ftasaas WA Ala 1 Product MOM. Numherw Name 607; 707, 727, 747, ant 647 Singleatl Palm of Doan 94MllobLAMM[anc8 Product D�dorbB Flush, Glazed, and Louvered Wkgb and pairs of 12012026 hepow meld door. Approved forUn ADnrovedf rUae breast In HVHZ Z lIMYas HIM Its Yes Yea Ya ,ORSIM P— WA aunt 2 185 SH GLOM AaseMoa &2xS4 Fin/Flange Fm20 me KVSG Single Hung 10I091s Am9oved for Use Approved for Use hoped 1, HVHZ I Batataot Z No Yes No DIMM From — *&Y-80 �. 5 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12131,20118 NO Yse No WA Search Cd§Kih 143&quotX9B&quat; < Vandcac 2D17 FIL 11, 261.1 Cn Florida Departrnent of Business & Professional Regulation pace I of Florida Department of Business & Professional Regulation Page I or 1 O W Building Codes and Standards 11s2ots Building Codes and Standards Florida Departmnent of Business & Professional Regulation Building Codes and Standards pop +o1 11542018 Florida Department Of BUBliea6 &Professional Regulation Building Codes and Standards Page of Irseole Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FMSU24tg a+e42 -21 Seeds Lr1M Ymlm Enft i9ffiegt EgabtlC&LIiM� VLqddw gag Qm m gel Yeti &!M� Aarrmmt &ghat Sdrm IYas Yamon tFalgfiasBor Enak Sis�t ED�i.Lfasase Validated By go kw !ma Dow CAggri m l� Yalidebf & P�Ac,Mror AgoroMd $IWM f`TVS fU16279A6 raft 1101111. 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(513)519$568 nurreeiansaldacpPaY.com Rat 2e Validated Allhmabd 11282077 OB/1072077 Daft PeadirtI 21k FIND A —,I Aaor2im 12l052017 AWN Approved Revision 2017 &ash MI Windows and Doom Category; Windows Subcategory: Fixed CompUace Method: Certification Merit or Lfanp ProdrretMadal.NrrmserwHama Brent SMnpar Americn Ardhteduml Steven M. Uridh PE (717)3654M Marakcnrnn Association VM 31741484 bernparamdvd.com PSF GpoftdExok&WnDate 121312D17 12I312017 Otoo"Ims Aporovid.for laras13 loll= ggwdLk= l Approved !a Pressure Revision 2(HI amt PGT btlusbk► Category: Wbdows subC fiance Fixed Compliance Malmod: CsrtlBceton Mark or l.tetlnp PreduwModal.WaWrwNameProduct Dan RuMc Mmrm4)91s SCCO - CER Miami-Datla BCCO - VAL (041)48O.01DO (786)315.2690 drvarkapp8ndusUNs.cwn Deserhollim Contract anAmdo Dow IZ20 17 12I082017 1N2642017 Aporaviod for Use bow 1. 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PA 1.3 Florida Department of Business $Professional Reguation Pp 1 a, Fords Department Of BU81ne88 &Professional Regulation Pep 1 a+ Florida Department of Business $Professional Regulation Peps+ a, Flori da Department Of BUa1M8a $Professional Regulation Prge, a+ Bolding Codes and Standards ,ra,2wa Build'mg Codes and Standards +l6rJme Building Codes and Standards +ld�eole Build's1g Codes and Standards irarzwa Product Approval Application Defatl Product Approval Application Detail Product Approval Application DefaN Product Approval Application Detail ,> �l Entity >� � paw Pawl,. � srsa >i� � � , sal t;mmLa �. >� Data p� >� t � elg r� lz FMe Ittp! � IllwiaptltN S� tm�411�ou vrtere ev YiVItl.Y tiY4�Y E99dommul add OYIIR � 1� Itmtda9Wu[ SmBf� tmlDaLilk YrtlW�.®L Yam AYtrmlllaa t'BS'e�tlg 8omnffi 4ta4! 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(208) 851-11180 Crtpory:ShuOen (954) 889.736y f+E•44187 (981) 772-8224Category: Shutters �) 88&� 7t PE-Mt87 (934) 772$224 PE-0048669 (es/) w7-0BBO 6uttpaNgory: Roofing T9r UomeaJomnNa®bora4m atbCaNaaY: Strom P9sN tlm.lObkma®gppantoom augCaNBory: Storm Ferrety � Storm SutrceNgpy Pasty m�i')'kb�mlam.RarrNr9ta Compliance Metlral: Evaluation Report from a m Compliance Yalral: Evaluation Report from a Compliance Method: EwkNtNn Reran from a Compliance Malred: Evaluation Report Irorrr a o.tam Product Evaluation Erroq Florida Registered ArchMU or a Lkenaed Florida Florida Registered Architect w a Lkaneetl Florida Florida ReON+erotl Architect or a lkensatl Fiords PLs7ra-R11 PrGMUW oducts Professional Engineer Professional Engineer Professional Enpkmsr Amoral Atoroval for llr 1lE■Gt lZl� 3hl.E Product Model, Number or Sam Damcdoftn contract EXDImdm Dab P.@J1tm{. In HVHZ ti Resistant PJlle11Q Quality Assonance l.Yg r9ti�ndfor llg lMl1lG1 � 91M�ldtllOad A-Vad lor Use Approved for Use t.a6t � !ga[41a4�11h! Amraralfor ur iteewf � ZO Samrry900-Shaw damp:BNts FlNPralN•LN11rop,CA 10/04I2018 No Yr WA WA ProdrelModel.NumberwNarr Product Coagulation LQO in HVHZ oulaide �mg Jlal� PmMIR 31■.� in PrconbrztsxwfatbuDaw oduct Description la.mitloulaide i ! Eml9n Hla.t ProdrrctMedslNumberarName p contmctExpiratimpim In HVHZ gym t Pns1m 1 20 Gage Galvanized Steel 81am PerrsNlF+VfiZ Corrugated GaMNt:ed 3NN Stem Party recekmd 12l312019 or not by tracks ro provide hunker DrNeatla. Yr Yr Yea WA 2 24 Gage Galvanized Steel Strom PansNMH1M2 Corrugated GNvanNed Steel Sbnrr Party reNNietl 12131lm19 or not by tasks to provide hunkers protection. No Yea Yes t4/A 1 229a d,ertp; 24ga Galvarrbed 51r1 Storm Pasty 22ga dartlp; 24p GaMnWd Steel SNmr PereN 12/Jtl2018 No Yr Yee WA Fonda Department of Business $Professional Regulation Florida Department of Business $ Professional Regulation Pap, a+ Florida Department Of Business $Professions Regulation P.p, a, Florida Departof ment Busin& Professional ess Regulation Pep+a, Building Codes and Standards uerm,a Building Codes and Standards tmr2ota Building Codes and Standards +lsrm,e !Building Codes and Standards irs2ma Product Approval Application Dofali Product Approval Applicator Dtkall Product Approval Application DWall Product Approval Applcaton Mamoom za� 1 L(C OfAaly- 2,6