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HomeMy WebLinkAbout6594 Wagon Trail Stx 2 Ev L.ANS D ALL WORK SHALL 0V,,4PI,y wITH PIRIEVAILING CODES FLO RIO-A BUILD if' t,«OM, NATI0 'A",• EL"FCTR! f" 0F`b AND THE CIT"� O'r =i H q r FiIInI�S ORDINANCES ABBREVIATIONS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius ADJ. Adjustable Ftg. Footing Ref. Refrigerator A.F.F. Above Finished Floor A.H.U. Air Handler Unit FIX Fixed Req'd. Required ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int. Interior S.L. Side Lights Cir. Cig. Circle Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Ded. Decorative Dedicated Outlet Max Maximum T.O.P. Top of Plate Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Mirolam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each WayN.T,S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Flr Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.0 FRAME -WALK REVISIONS 01-04-18 3.0 2017 FBC UPDATES 2575 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 S3 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 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 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 M —' O Z NO z QQQ J Q �w � o OLU TO tom/)ZD o 0 U (D M LLJ E e U E2 '06 M 0 O = aj U O L E: a) �o ¢ d6 �g� rn rn Q o AlN BIDA ® C•B D-C 6!/ Ct:ty E N ®WF a. Nam'ig o �✓z U) z •.o tf a y , U)cLL m z . \-." i �.X To the best of the Engineer's knowledge, formation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z No 0 Q �>-•� O Z C) N QCn"f0pLf) d' a. to •,_ Q LL AC U a 0000 Q E� Z W J � Z WE za �a aw w¢ Zoo Z W w K Z _ pZ Z > ° O u) a z a o ��ujo LU LUZ z O J U G U �Z s a G ~ Ln O Z _> N v � �Z o� 0!, au�� is U22 N ZWQd Q V ~ O g O So*W Z N N We W Lfi Q W Z 50 o Z o Ea <wZ d0' Z a� Lnz CIO C Z LU_ W �o ¢Z SCALE ; AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. C S TYP @ 2 STORY H.B.T (3) 2X4 #2 SPF W/ (3) 16d TOENAILS @ BASE 43'-0" COND. �6 TYP @ 2 STORY I !S3 i i iUP PH I ij 3 14 5 1 7. 8 60 - - - - - - - FLOOR G,T. 9 FAM I LY ROO M 8'-8" FLAT CLG. CARPET )p +42" SLOPING� 0 10 P - 00 HALF: WALL (3) 2X4 #�2 SPF T. 12 W/ (3) 16d TOENAILS@ BASE D INK, rG �3 00 FLEX co -8" FLAT CLG. 8' CARPET 4'-0" ;l 1-01, /-(2) #5'S 2x6 WALL 5-SH ;0 H4 <�> - I, X -1 12" DEEP - - - - - - - - - - - - MMMIl""'M L? 2068 B.F. - - - - - - - - - - - - - - - - - - - HDR AT 7'-4" ENTR 116'43g" 3'-8" 3'-8" 6-0" FLAT CL TYP @ 2 STORY (3) 2X4 #2 SPF W1 (3) 16d TOENAILS @ BASE 9 0 00 0 LO DINING ROOM 8'-8" FLAT CLG. PATIO CARPET oil -1 F-: F d d-: � - 01 0 01 LO 0 0 j _j U_ U_ L.L (3) 2X4 #2 SPF W/ -NAILS (3) 16d TOE O_A @ BASE 2!"'-6- BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE FOYER 8'-8" FLAT CLG.-,/ TILE 3068 1 - - - - (2) #5'S r= - cc S3 S - - - - - - - - - - - - - I 4-01, 01i 8'-8" FLAT CLG. 4'-0 6'-2' 6-6" 4'-8" 20'-8" EDGE OF SLAB 2" BEYOND WALL cc 0 Lu U-1 > 0 N _j IL ---------- L --- -------- j 3. 36 36 .3 .-A X T-8"_FL 611H I T C C N G. 60 2�- 2E 68 -81 ?668 I B.F.qj Sl 24 24 L 2x6 WALL -.j L - - - - - - - - - REF. OPT. PAN' I I I I I I I I I TYP @ 2 STORY 38'-0" H.B,� 51-01, HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W1 1/2" FLITCH PLATE <@>(2) - 2_X10 #2 SYP W1 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 <e>(2) - 13/4" X 9 1/4" LVIL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE ('Flange) (Fin) TYPE 12 20 X 26 18 j X 25 S. H. 13 20 X 3 8 j 18JX37i S.H. 14 20 X 50 -5 8 18 j X 50 S.H. 15 20 X 63 18 j X 62j S.H. 16 20 X 72 18 j X 71 j SM. J32 27 1/4 X 26 26X25j S. H. J33 27 1/4 X 38 j N/A S. H. 434 27 j x 50 j N/A S. H. 433 N/A 26 x 3 7 1 S. H. 434 N/A 26 x 50 S. H. j 35 27 j X 63 26 X 62 1/2 S.H. j 36 27JX 72 26 X 71 112 S.H. 22 37JX26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37JX50i 36 4 X 50 S.H. 25 37JX63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 734WIDE S.H. 32 54 X 26 524 X 25 4 S.H. 33 54 X 38 j 52 17X 371 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52JX624 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 Open ing/Penetratio n 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 13/8" in thickness, solid or honeyoomb-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 R302.1 1, 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 located. 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. 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. M 1507.2 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 ot ier areas inside he building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SNII 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 \1� +29.7 -30.8 +29.7 / -39.2 K;;� +28.3 -30.8 +28.3 / -36.4 +26.6 -28.0 +26.6 / -32.2 SEE SN SHEET SEE SN S 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 WALLLEGEND TYP. 2x FRAME WALL � I . I . i . I I �1.1. .1 1 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131 11 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FA-CED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWWIN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION IR-11/R-13 KRAFTFACED (GARAGE / LIVING) CD !�2 C-4 V) 0 Q) C_/3 4--J LU U 0 LU Ln E 0 C:) CIA C) C', Lij __ -0 0) M -0 C') C C"! wig C) a- ) .2 c:> LL 00 -00 0 C9 i�� C2, < 05 11 C, U, 00) M`*, < A I D. N , c B D­ ` Fy Jill N z W 5-, X LU a > - I e'�- �2_ 4� Cr z LU 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 ing pages bearing Engineer's signature and seal. C) CD z r14 0 0) N 1­4 4-J C:) > r") p z 0 ,.r N CO L0 -0 V) 0 z F- a� U fu CL 00 z E z LU C:) W _j C:) I'D 0, Lo" z z < 21:;51 z 11, a- 8 Z Lu U � 0, z U 2 ED Ki. z - < L��2- 0 E 81 _j U ui ti N ,a ZZ 0 z C) Lr) 0 :D > Lr) F_ 0 U - Lf) rN.4 U) < 2': I:_U R z < se P 0 < 2 fc z u-, Lug < Z pog og U-DEER Lu 0 U-11 Lr) T-4 Uj U.1 < R 0 �8 Ln IS z 0 L� se g c) I- < z z Lr) Z Z tu C), V) Z 0 06 :5 LU _i 0 z rn T-4 j�_ Ln SCALE AS NOTED DATE 1/5/2018 TECH: MIAMES VERSION NO - 10 SHEET NO. 1.0 39'-0" "Aft U_ TYP @ 2 STORY TYP @ 2 STORY 101 14h 5 h 6 L7 I 9 10 11 wL co u Cr to --"-'-ROO- OWNER'S ]77— 13 L 0 LOFT H03 L6 M SUITE VAHIJ\j 1 <8> 1 1 8'-0" FLAT CLG. 8'-0" FLAT CLG. 7 1 CARPET CARPET R.A.G. 16 16'-8" T-71" T-81" 2 LID 2 2'-4" 6-10" 5'-4" 2'-6- CN 0? LO CP uj I LU U.) 0 10 1 A 11hil L./-% J 14. r - - - - - E 3*8-x-2Z 1 CM 00 061 (0 ATTIC C:) 8'10" 24 8 FLAT CL( I BEDROOM 2 i TIKE co 8'-0" FLAT CLG 0) d uj CARPET Ir � 0 e 5-10" 0� 4�-Q" v6_1 6-411. 2 41' 0 13'-721" Lu yOP 0-1 11 1 2668 0 R, q FIBERGLA! $ LC SURROUN R&S 2668 6 0"X36" - - - - - - - - - - - W co Z: Lu Z 00 2'-3" - - - - - - SIM. SHOWER WE uJ (o L6= C� W/ (5) STUDS CD _j 4068 B.F. 00 R10 4068 B.F. 8'- 10" 11 00 (D I TYP @ 2 STC RY F-: d 6-521" 2-4" 4'-22 0 LL T-1102-l" 0 0 lop 1T-0" Cn 01 (n 106 ROOF G.T. EukTH .52 60 C14 W 0� uLu c n LO GfI 3 1 D2 I W. 1. C. BEDROOM �,1-0" 4 0 BEDROOM 3 8'-0" FLAT CLG. CN FL_AT C 18'-0" FLAT CLC. I 8'-0" FLAT CLG. P CARPET I CARPET 1 TYP @ 2 STORY I i ccc�_ FIBERGLA - - S6 SURROUND R&SI- EGRESS 25 -SH<� YP @ ORNERS .N.O.. 18'-8" 20-4" HEADER SCHEDULE MARK HEADER SIZE REMARKS <@>(2) - 2X6 #2 SYP W1 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 112" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVIL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 13/4" X 16-1 LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 91-01, 2x4 SYP #2 16" O.C. SPF #2 >91-011 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 20 X 26 184X25i S.H. 13 20 X 38 j 184X371 S.H. 14 20 X 50J 18JX50 zj.h. 15 20 X 63 18JX624 S.H. 16 20 X 72 18 4 X 71 S.H. 432 27 1/4 X 26 26 X 25 S. H. J33 27 1/4 X 38 N/A S.H. 34 27 X5 33 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. 435 27 j X 63 26 X 62 1/2 S.H. 36 27 4 X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 37 1 X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 364X50 S.H. 25 37 X 63 36 4 X 62 1/2 S.H. 26 37 X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 52 X 37 S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52JX624 S.H. 36 54 X 72 52 j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 DwellinglGarage Open ing/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 13/8" 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 R302.1 1, 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. Ed. 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 located. 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. pter r vate w m ng oo s, ect 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" + .7/- +29.7 / -39.2 +28.3 / -30.8 +28.3 / -36.4 +26.6 f -28.0 +26.6 / -32.2 SEE SN SHEET H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.01-44.8 WALLLEGEND TYP. 2x FRAME WALL BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11B 1 11 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-1 1/R-1 3 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION IR-11IR-13 KRAFTFACED (GARAGE / LIVING) C) Ln CD Q) C_/�) (DM 4--J UJI Q U 0 LU 3 E CD 00 r- cli U LU E C�3 cr) M c: ca Cl) 2 '0 C" C C14 0 0" a) U) -t- 00 -:5 OD 0 Co izz, _�e W Lr) 0- c) 0 < 6 8) CL < Al BID. I Tw I V V [)*�D c.0 10 E 04 *. .1—M UA 0 'LU Z cn 5, c? '90F UM 5NC C-3 To the best o 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 ofthe drawing pages bearing Engineer's signature and seal. C) z r_j 0 a) N �-A 4-J C:) U0 15 > J-) p 4-J < U-) Lr) U.) 5 (U U a 00 z E § fu z C:) W _j C:) 1�0 V_ C) z 0 z g z z < & Z80 0 � of 0 zwwx uz� !;-:5 z z U 0 z 0 uj S, < 0 Lo F ul W 0 0 W-0 U ILI ti N 8 Lu LO ><Z 0 00 Z z Lu z _0 _j fu LL_ Q) > Lr) z 0 < U U) r*4 C\J > 0 � P Zo T8_ < X U- w C<1' z < Icy- < 0 <:g: 0 Lu Ce J.-U 2: 0 Z 2 0;$ o, =) - 2 z Lr) Cy -, '0 t� < in z 8 U < c) < F uj Ln C:) Z tu R;� z 0 06 z C� LU _r 0 M z rn T__`1 0- U0 SCALE AS NOTED DATE 1/5/2018 TECH: MJAMES VERSION No' 2nO SHEET NO. �I■I��:I�IIiIYiiV9M1�Vi1�I�A1M��1���� ��I�I�I�li�ls�s s���mriui,uw�mwur��� ua KITCHEN � SEE PLAN FOR LANDING DEPTH � 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 Il60 e 1. 4 PLY SHEATHING OVER v LANDING ATTACHED PER T GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @LANDING @ 16"O.C. w/ SIMPSON A35/LISP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x$ #2 SYP (P.T. IF MANOONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. o STUD. ((2) 1/4"X3 1/2" TITENS @- 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH T " PLYWOOD. @ LANDING 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. in KITCHEN 2x8 #2 SYP JOISTS @LANDING 16" O.C. w/ SIMPSON A35 ff CLIP OR LUS26 MANGER TO I LEDGER I U 2x12 HDR. w/ (3) 2x STUDS AT QQZ EA. END FOR BEARING � Q w STANDARD (3) 2X12 I Ej STRINGERS W/ SIMPSON A35 I CLIP TO HDR. 4 w m 1x TREADS (TYP.) r CONT. HANDRAIL � I( \ � 1 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. MIRROR 0 OWNER'S BATH O CM O N O C0 PRF-FNG FI nnR .InIST W! (9) KITCHEN ISLAND INTERIOR ELEVATIONS STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w! 1" NOSING to conform to Residential section R311.7 SCALE: 1 /2"=1'-0" Riser height: The maximum riser height shall be 73/4". 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 %". Nosings. The radius of the nosing shall be no greater that 3/16". Solid riser nosings shall not be less than 3/" but not more than 1/4'. The greatest nosing projection shall not exceed the smallest by more than y2'. Beveling of nosings shall not exceed 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 1y"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 FBC 5th Edition (2014) Residential 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 Y2" gyp. bd AIR SECTION SCALE: 1 /2"=1'-0" Lh 0 cX LL A110 ? Qq mr Ln Z Cc, 2Ln : Ul)LU M o Q a z V) I 12 5� 1" x 4" SMOOTH TEXTURED TRIM / BAND ------------------------ 1 " x 12" SMOOTH 12 Z.*Z�5 T.O.P. 1 HDR HGT. ------ --- I I I ' 16 I I I TEXTURED 12 = � --� TRIM / BAND 25 SH �5 °1 --------2ftd FIN. ------------------- ------------ ------------------------------------ -- FLR. --- o -----f - __ T.O.M. l� F20 I I HDR HGT. ------- ---------- — I —------------- -- l nF1 FRONT ELEVATION - B1 SCALE: 1 /4"= V-0" T.O.P. -------- HDR HGT. 2nd FIN. FLR. -------- T.O.M. HDR HC F.FL. RIGHT ELEVATION - B1_ I00 � 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 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof - 9 SO. IN, OF NET FREE AREA / FT. "'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed 0�2 Z M C) z� Q E3 t� z V) (D � u � p 0 w E o Cam/) 0 U E— 0 M a)tJJ C . M N a M — O o 0 LL00 U �o 0 0 CD <L a� �Q� rn ¢ o Al I NC.H D.aC w`•i�' � 9sese• I N �% CN C,� yo• U)s Z ti � U.1 C" LU C _ �t9 LL{i�'T " SS, 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� O Z N 0 a) N H a..+ O 1.0 ��-t tJ M 0� M _0 a�4-1 a. cn•�d' 0 ILL z C)� U 0_ 00 Q E Z WJ C:) d' 0z o z<a < 4 F. > wQ x � L) z 0 Z OZ E" 0 U w Q� Zr 7 Z Z K —I o � a o U w w N T0Z W J 0LO } 0 ri J�qZ W ¢ U 0 Q a �3 U 0 O ; L l 0 0 N Z ¢ ~ JQ U� UJ�z aC_0¢ l' 0 N z<0LL `� w CwJ¢a¢ Q 2: 0 Z Z N CY LU L.ri ,—I di w 0 a W V) o _I Q Z 0 Z a c Ln Z z aV) LnZ rn 00g = ¢ z � ,—I d (Al SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. 3.1 -IW 00 M N ti T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M. HDR HGT. F.FL. 12 �5 ------- T.O.P. HDR HGT. 2nd FIN. CJ / WEEP 12 J / WEEP FLR. -------------------------------------- — — ------------------- -- T.O.M. HDR HGT. ------------------ \— TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP ) -------- ------ ------ ------------- ROOF TO BE - CENTERED ON DOOR REAR ELEVATION - B1 SCALE: 1 /4"= V-0" 12 ------------------- F.FL. LEFT ELEVATION - B1. N ti 00 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 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ, IN, OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ, IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed mi 0!P z M 0 — o CD Q J z Cn 0 � <n w O w E i� (�/) °— op m V w ~ a)CNJ oc co m U Z a O O 0 s LL 00 U �' 00 o n; rn n o �-heo �L rn LOQ— M Q o A N C B D C co moo, ,,..�-••• ..� y�1 �•� p�j � �. oo cKo w 0,1 F \ To the best of the Engineer's kn I e, 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 tV O H .2 p I�-I(nM© M Q -0 a " LL CL M < U Q00 a E z W J � d" oZ ER of za ¢f f z wa00 vZoo O P. "' U Z'wx Q �-t-? a�TRo U°'�© W m J W oLn ZZ 18 O Q a Z fu LE ''^^ vJ 1 M o o > Ln z U Un N o -J Q W a8 .Q :. WB Ud co -in �o �¢ /N Zwo� C Z Q a d- �¢Q c) Z N Z W 1.IJ Ludo w =¢ , ,�LU G O �0ZU WW U Y 4} V Z LJ Z �•�% Z o' n �z m rn 0 g = az T-1 a cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION N0. 10 0 SHEET NO. 3.2 2„ VARIES 2" *NOTE: 1" RADIUS M 0 1" N FOAM TO BE USED 1/2" RADIUS ONLY WHEN - 3 1/2" RADIUS REQUIRED BY r` 1'-53" COMMUNITY 3/4" RADIUS 4 4� N 00 SPECS. IF NOT, �2��� N _ g, DETAIL TO BE 1" ljl2" OPENING VARIES 2" d`--� a BUILT W/ STUCCO. 1/2" RADIUS z iv V 4" VARIES "� N V) 0 EDGE OF Q) 1a OPENING VARIES — Q 22, VARIES .V w F iv 12' VARIES f0 0 TTN , v I O O 1 1/2" RADIUS U o,M c, 4 ca co 4„ 42„ :2 p = 8 00(, I 3t„ a„ I I 2 1(2" RADIUS oo d 4 = U to Y r` Q "N _ _ T < Yo ,r cL to SIN Q to O Q O rile +`I�v o0 M A' NCBDC VARIES 1z' 32 lwov io *Tv �rN 3 2" z" 1 " 1 " 14 BASE N • � r� r�l 1„ 1„ 4 4 Z W ij o o GV Z 3„ • Ym�Z Z rg (n G: N O O W LL W a m r N 0- 4" W W " o Z0 "09 �af _ N g¢ � o v o n 0 m m N 1„ �z N2Ern°? � *NOTE: VARIES 8" 2" 12 Y1 a N a o Q ❑❑ FOAM TO BE USED To the best of the Engineer's knowledge, information, and 3„ ONLY WHEN - belief, the structural plans and specifications contained REQUIRED BY to within these drawings comply with the 2017 Florida 1'-6" Building Code - Residential 6th Edition. Engineer's COMMUNITYL 1" signature and seal is only for the structural engineering SPECS. IF NOT, �N 1" 1'-4" portions of the drawing pages bearing Engineer's signature 1" OPENING VARIES 2" and seal. DETAIL TO BE 2" 2" :D. BUILT W/ STUCCO. EDGE OF 2a • OPENING 1-1/2" THICK 1-1/2" THICK 4" 101, ty - 10" 6" 21„ 4 "Id IN �Id _ 3 4 6" W W � 2 N 2" 4„ 3„ 2" 2„ N �M z N ©-Q'O � (n 1,0 O ro 1-1/2" THICK t can m Ln 2.1„ 32 d cn 4 _ o � Q � � Ln 52' 1'-5" 52' �'I - Q U �- 00 z .., 51„ 1'-4" 3" E 4 IN �m z Li;t_ z� w J a" 1" 12" 9 VARIES VARIES 2 N J W - 22n 0 • VARIES VARIES OR - w r4 8" N za 3p 30 6" 4" KEYSTONE F11 0 YSTONE F11 00 z g o r--------- _ CV i FV �1' OPTIONAL OPTIONAL z o Z 0�Q Z 00 _ j� CV CV J �O�Z lk w 2 44' R , 3"LL — �OOaou 4" GARAGE DR. OPENING 4" LT' 4 nKE WINDOW OPENING 4" 4" W 1.- o CAN Z Z 2 NOTE: = 0 a g • INSTALL OVER STONE, TYP. J 2:z • FIN. TO HAVE TRADITIONAL 5 VARIES LOOK & SMOOTH FINISH z ' ^ � ' • • FOAM/ EPS MATERIAL IS (� �, • • • ACCEPTED ' ` EW N 0 NOTE: .� _0 z z • FIN. TO HAVE TRADITIONAL LOOK & V-4" SMOOTH FINISH 14" 1'-64" 14" 12" 2'-1" V (n (� w 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1 -12" 54" TO- ! o Uj o u_ . T-8" 7„ N x u, o n W �,'ao, 4 3'-0" 4" 1° 101V-4" 10„ o N z z a 00 d' N 10 z 0 � 0 iv W IN 1 " L - Cal in _I rl L I Fa z o Z V 1 Q z $ ¢ o �Z O Calz Uj a z J ' CO g = Z FV O t--I a Ul) SCALE : AS NOTED °° b.— DATE : 1 /5/2018 M C7 r TECH: MJAM ES VERSION No' 10 GENERAL NOTES: SHEET NO. ME O • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 `r6 ACRYLIC SAND FINISH 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 taps and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET i DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET FEF G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET rqiw- HALF-SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET r' WALL SWITCH C3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets 7 00 AMP 200 912 copper to 20 amp ckts ti10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN U2/0 ar 4/0 SER Alu 200 amp 150 amp 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. Q EXHAUST FAN GFI IV FI ' - ELECTRICAL PANEL M EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) DEDICATED RECEPTACLE FOR MICROWAVE RANGE VERIFY METER CH ❑ (OPTIONAL) CHIMES OPTIONAL HOOD PER SPECS LOCATION WITH BUILDER El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) a TELEVISION (OPTIONAL) a 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _Q ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN U � C , CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR GOPT. CEILING FAN MAIN FLOOR ELECTRICAL PLAN J EM) (1) PHONE LINE, (1) DATA PORT SCALE: %4"=1'-0" CD rrn M O N � QQQ Cl- 71 0 C nV)n' LU O LU E 0 ZD to i� Cn 0 V N M LU �_... -• F— E C CIO M [2 p N O J✓ LL Co Co WQCD CD � Y rn u7 O M Q o N�wC�S C � N N zi;�? N m y Z O7 itz 44 0 0 C1 J Cj Z � MNtiZ 'ham-' o Z tJi N .o �MN L.0 �w �W Z p¢� Q W oho E?Z m m LLN W N O U U To the best ofthe 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 O Z N O cu 4E j O I�+(nM0 M Q U-) 170 Ln 4. V)Z Ln a) - to a Z � �M tY U a OC) Q . E Z WJ l:0 'd- J oZ Uo za �F Z a a w Uz�0 J Zdwx Z Z ^ LL l— TOWZ YaLu Or n QUU u W N caZo r Zo �z -aJ w Z W > Lr) Cc: a 0 Q O N J JLij J Lu o2� QX U Z Uam2 Q O ¢ O cJ� Z tC'eie Q J N o Zoe W Ln a J ,--I Ll J di Q o Z o Pia W~ O I- Q Z d�z to Z a � O Z IW � o aw O 0 g = r-, ,--1 a cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 12.0 SHEET NO. 4.0 ar4-11AN �u■wnw��m� ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights B outlets 7 00 AMP 200 10 #12 copper to 20 amp ckis 10 #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN O2I0 or 410 SER Alu 200 amp 150 amp POWER CO. FEED----_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground 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 cc 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 ' DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE 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 Owl_ ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT FC.. , .�, ...... SYSTEM -- T—'I I I L — I I I I I I I I I r—i I I UPPER ELECTRICAL PLAN SCALE: %4"=1'-0" u UI7 z M — 0 o z� Q J a CL^n, (D � cs3 w Q �U — w O ~ 0 = co C/) o U 0Mcz M W '— E I— (0 c) N — o O o _ (� 00 wKo Qm O 7 MQo iD® NNC �Y C 22 � as f N co � N rn YI o o N o N o00 Z o Z LU � ? LU �M N c it •o w a W 0Z < 5 z O-o �� �� ��a t/f " E cp m m LLW 'a o W W¢Nw -' 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 O (3) '—' ;L O > (n M O M Q U � � 0Z Q � tl- F- �" M � V a� Q �00 Z W J� d" oZ Lu Z d f a I-- z w¢�� Q oQ-o Z u1- lY ��zz J°�L9 0 ' 0 Sao CU Lu Z Zo Z 0 W Zo n3 ro w 0 0 > Ln cr Z Q O ¢ �� U N p >� a y 0 J V— a�¢0 A J Uama CAV Q oao¢ 1` w W Z Q <a Q N o�� Z u Q Z fV LLJW�Z W Lr) W =¢�o J rl Uj (nOZU o¢~ Cr' Q Z Q�z Ln ZZLij tj Z 111 O 06 _I Z:¢ n ri a Lf) SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO- 10 SHEET NO. 4.1 I II 1 !' I' PIG11011111 F I'll 1111' ' '4 , I I I I I I' o I l 111r 1171,1111 Win I I ATTIC VENTILATION CALCULATIONS - 131 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. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided . SQIN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required 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 1533 1472 210 736 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"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "*CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN, OF NET FREE AREA /UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. ""Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed M 0 2 Q J a C Q) `� -I-'-w C6 p • U O Lu 'm E a— n ti m V w m M M Cm93 o 00 _ U0 _=U_eo eo �Qr; 0 Q rn cr)< o ® N -C� *� z '!' N L.7Ca U1! i1d 0 S �Z 1J r IN , � `o 10 To the best of the Enginddr'S;I�no led a ion, and belief, the structural plans aril �p'R contained within these drawings comply with t 017 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 �[V Z 01_4 N > (f) M O M fpLr) d- a cn •,_, cn O n Q v LL -- �" , M ce V Q00 a E� z M WJ � z O w z¢a �a H w¢�tr OouO w jz J 0 Lo O��o U�uJ O zZ o o i i 'J Q U z Z z -aLnro Ov N > Ln z J o � 9LLI � O S O J ILL.ILL.O 0�� Z OR O Uam� N Zaoa cl��¢a3 Q O��o Z N Cy Z J w _ L1J p 5 z w : ~ z Ln Z az az m i [Z� W o az 06 J = �O ,—i a cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 10 O SHEET NO. 5.0 c G 6'-4" H.B.t LI , • in TYP @2 J STORY S6 2'-20" . 2'-1 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 114 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN z �-� AT_ w CONTROL JOINT DETAIL. SCALE:1 112"=I A" ■;............... ..... ......... ..•....... ..N............ ......... ............... ..... E....■ NT T I d 5-4 16'-3" FND.OFOR QUANTITY HVAC CHASE J ' BASED ON 0'-01, I S6 ■ : \ LOCATION r T I :, - -, ; , . #5 X 25" X 25" CORNER ■ . ' BAR ONE FOR EA. rt/i _ ~1� I HORIZ. REBAR, TYP. 7 INDICATES FILLED CELL w/ 3000 , . :. U.N.O. PSI CONC. GROUT FROM FT. TO I C? : ; I BEAM W/ (1) #5 REBAR VERT f �; ,: **Alternate: The reinf. bars shall be ABOVE SLAB TYP @ ALL PLACES c i around corner b cont. cold ■' r r SHOWN HOOKED FTG. DOWELS 5" Y ' I ` I 5'-411" - r bendingthe bar w/ min. 19� is r 1 ; EMBED W/ 25" EXT. ABOVE SLAB TYP @ 2 STORY bar lap of 25". "GRADE 40 STEEL" I t TYP. CORNER BAR DTL. N CJ ICJ 771 L JfiI �,' CJ I 2'-6" x 2'-6" x 1'-0" G I li 1' I W/ (3) #5'S E.W. S3 I •'` = T SCALE: 1 1/2"=V-0" STUB UP TO „ I t ' I I 2ND FLOG 1 9 0' 13'-74' FOR A/C : '. '.'.:::::: : ::::::..: — --q :I I:W. I I (2) #5'S ■ ; I 0 _0 TOP OF CONC.! PAVER TO BE 4" L BELOW FIN. FLR. S3 0 PROVIDE %Z' x 9" SLOPE 2'-6" x 2'-6" x 1'-0" J I I -3 1/2" 3 #W/ 5'S E.W. T S6 1 RECESS FOR FRT. DOOR ( ) 7 TYP @2STORYCj r — — — — — — — — — — — — — — — — ■ ■ OP CV (2) #5 REBAR `r I / BUILDER TO PROVIDE CC (2) #5'S iv .� _ � VERTICALS w/ in ( 3 1/2" 3-112" MIN 3000 PSI CONC. I �, APPLIANCE PROTECTION S3 FILLED CELL PROVIDE 1 %Z' SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY q I I RECESS FOR I COUNTY ONLY 10 L SGD. REFER TO 3-1/2" MIN 2500 PSI CONC S3 I MASON'S SLOPE SLAB OVER 6 MIL I I L I FOR WIDTH VISQ ERN VAPOR ■• I I I I STEPS AS REQUIRED PER TO I CHASE I I FIELD I KITCHEN ISLAND I C? CONDITIONS : LOW WALLS ISLAND I (� 31/2 SLOPE 4CJ ED b ■: I p I —F— CJ T I 4' 11 " I I k-6" A 4" r� —=, I I I �r�J�li� N-----------� I I J IILLill I I S3 0'-01, I I II I-_ —JJJII z I I I LCl' ' Q (2) #5 REBAR VERTICALS w/ in I I S3 FILLED CELL q 2 STORY CV J S6 TYP @ 2 STORY '-4" 6'-0" 6'-0" 6-0" H34 FOUNDATION PLAN SCALE: %4"=1'-0" C9 tM 0 m Z Z Q J a U) z V)� (D csa -N w Q O w ~ 0,-0 Ln i 0 C w U 0) M M C cc 01) 2U M N O U O _ I U� L LL 00 Sao Q rn rn Q o Al D I D. N C t, fa I or 0 �. 6 ZU E z N p W To the best of the Engineer's know.6dgef q o , and belief, the structural plans and specificafion�'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[V Z 0 n L>-L M O M Q O Ln a L 'C) N Q LL. z C)-`� Q rM-I-I OC) Q E Z to LLj C:) W J J oZ �a z w2 P��° zLU LU D z Z a a O U�LO w oLn z 0 z � L n LL- z 0 U • _ � 0 �Q z O oU z� QY� U co , o_ N zao¢ Wok 0¢z3 Z Z N � Cy W -i T-1 LLJ a „ o -0 �< o v- Lr)z Q z a z =82 aji C? QZ W �z �o a 0 00 J = w rn SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 2v0 SHEET NO. 6.0 II '111 Il 1 III "1 1, PII • `I I ` I I ' III I I I ' 9 111IFIL1 III I I 11 1 1 ill IRa:muU19111Ill Ell I I I''I I I [if I I l CJ11 CJ11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q 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 1 112" 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" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH, l 26 10dA-1/2" HT75 3225 5/8" ANCH. /(28)1061-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5 * 4505 3785 518" ANCH, 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P H 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 114" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d H P2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS R� wOR LY LEDGER (A) �Tr INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUSS------ FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END OIL SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING rFCO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" SCALE: %4"=V-0" 1 z M a _ CD �C rz V) 0 Q) C w m w O 1- � 0 �V) a-EEj o0 CN U N M M w ~— c M c+) O o 0 v� � 00 CQ� 0 4 0) o v Cm CL o H. -Z()Wr Z W oo� u- W 4 M— a a W LLo = D ��Q. m .: � � 24p C) .. �� m To the best of the Engineer's,1 nowledge, informp�"iA)q°� nd belief, the structural plans and sp'ecificatior(5<dGntalned within these drawings comply with the20].7 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. pcV Z 0 0) r-, 1-4 :E� p I>4 pp M z Q - I- a V) C N 0 LL ` n V Q� Q u zm WJ C:) �z w� z d E� zw Q oQ-o /J :D Z 10, IJ.r J `J 0 alEa'8 zW Uw C G o ZU U Q z w Z o -p Ln cc L.L a 0 N > � O o z a U N J W Lu >oz OJ O C) o¢oa N I� Wuz<- Q L�¢a ~ �u Z N $DM2 Z N W a�o�Z J r-I LLJ Q n o Z PYa w~� C5 d- Q Z Z Ln Z a � z m OT-4 /']/� `0 4 J T y a z d U0 7- SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 2m0 SHEET NO. 7.0 I 3Y 3LOCKING LvA UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d R77A 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" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dx1.1/2 HTT4 2715 5/8" ANCH. / 20 10dx1-112 J HTT5 4350 3740 5l8" ANCH. l 26 10dx1-1/2" HTT5 3225 5l8" ANCH. /(28)10dxl-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD * 4505 378 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS „X„ HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) =77T (B) (A) (+ t OR 2 PLY CARRIER 77� 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+)� THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS J�./O2R CONT LEDGER (A)� INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1'-0" 0 Z Ch _ O Z Q J Uj Ln (D a) v� w w O o~ 0 C) N M M L. E O U a MCV O .O = L LL 00 O Q m m Q o F;:•a t�E `� , / N E S . cty� Z �J v Ou li 't t fia M 0 ? F , C-) g To the best of the er's w - , nfor;� , and belief, the structural ply� �,p ecif�ic�aft''�},�rtyy,��k ained within these drawings compllaij t�tth-4l"sr Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z� O v r-, r--I a-+ p z H U) M C:)M a"4-) M Ln (n CL V 0 U- L() Q F4- ro Q U Q CO u z ro W Jo� �o �o z g g F- Z w Q od 0 VZOp QzUWzd J �E =,zz � z w J /1S o- 0 z U '0 _ UN.20 o zZ J Q a 7:w o g z -0 Lr) LL- U-) i� a� O 0 J o U-)N LL w 0 O Z �w 0 J =; <Yp VV o6 w0 nS m o_ N z¢�< w�za c�aQ Q OOfo Z Z N Lua -mf o w W -J L r) ri di E Q Llj Q z j¢ 2 o U)~o z u W�a w~ z °a='�z C) V � tu— z 0 06 z 15= �o ¢ W ,--I a (n E SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO- 2mO SHEET NO. 7.1 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 U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed Ul 80. 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 (Intels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load -- Safe vertical load Safe horizontal load -1.0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F441B/1T8F4018/1T8RF400B11T 8F321B/1T FORM & GROUT SOLID UJ 0 0 K�#5 BAR CONT. 8F12-1B/1T (0 'V" LINTEL DETAIL SCALE = N.T.S. I Z N 0 N Z I T r-C: UF_QI%.JINtJUUI14 F = FILLED WITH REBAR IN. AT TOP (1) REQ'D ALTERNATE POWERS GROUT / U = UNFILLED 1/2" R RECESSED STEEL LINTEL -ILEAR QTY. OF #5 0 REBAR @ BOTTOM OF LINTEL CAVITY 4 g*__C. M. U. #5 REBAR AT TO P v < uJ MIN. (1) REQ'D- 1-1/2" CLEAR 6- B/1 T 4 i-,5 0 > Z -GROUT 0 <1 NOMINAL. QUANTITY OF --#5 REBAR AT _J � 1,1� 120 t, <1 C. M. U. :J P_ WIDTH #5 REBAR AT 0 BOTTOM OF LLIU 0- U) - , U5 U' TOP 0 '-*-BOTTOM LINTEL CAVITY Lu 0 U) 0 2. , I ILI' NOMINAL- X LZ T d 0 Z_� HEIGHT REINFORCING Z 7-5/8"ACT UAL PROVIDED IN Z Lu > > 8" NOMINAL WIDTH ' LINTEL < - 1. �R uJ -4 L #5 REBAR AT BOTTC S (VARIES) co m X 2 <1 L . , J INDICATED MATERIALS 1. f c precas tels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wt 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ Minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A51 0. 8. Mortar per ASTM C270 type M or S. L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER L NTEL 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) W #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 1 Od NAILS & (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W1 (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE WIY2" 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 manufacturers 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 `F T/VVALL r3-8" KNOCKOUT COURSE F�_A W1 (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL SCALE: 1 " = 1'-0' 5'-10" LL 6-16" LL 4'-6" LL T 5'-4" LL MIN. 5'- 10" LL (i) 5'-8" LL X. ---------------- -- X X 5'-8" LL OA 5'-8" LL 17'-4" LL OE MIN. LINTEL PLAN SCALE: )/4"=V-0" (D !;2 V) CD Q) C-1) 4---J LU 0 UJ E V) LU E 0 C C', C', �=o V) 04 0 -9 CD C) cn u_ M -5 - oo 6 W " _2 f�� CL C, 0 0 A N C B D C ov)N Z 2c) LU ?g &u. C3_ U1 U- Z g got' E W cciim. % To the best of the Engine belief, the structural plans and soecificatLcina c?\*vRjd within these drawings comply withItfi4 i0k��Iorlda u ng o e- e ent, al 6th Edit on. Eng neer s signature and seal is only for the structural engineertng portions of the drawing pages bearing Engineer's signature and seal . CD Z rN 0 C:) 5 %.0 > V) M C) C:) V) fU Ln -0 0 Q) Ln U_ Z U M 00 ECI Z Z LU C:) W _J C:) 1�0 0Z 0 V) cr UJ Z,< Z < uz8o E � - 0 �WLUW uz� MZ 0 Z L4 @ LU Z 8 Lu Z Z 0 -a Lr) CL U) D 2: ru I- r I- 2: > Lr) < Z 0 U Fn r1114 (L < LU WE: 0 V� 0 uc R Z T8_ � V_ P Z LUM E CL o� Z<O< Icy- < W 0� a < Z r*4 M: 0 ci� Z)_0 Z Lr) 6j W(y U_ cr < :01 a q Lij < 2: Z Ln U Lu Z c) Ln Z t-u CY 0 9 00 Z LU 1: 0 < V) Z LU V) SCALE AS NOTED DATE 1/5/2018 TECH: MJAMES VERSION No' 10 SHEET NO. 8.0 ZZ I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE 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 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 R308A SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS CONSTRUCTION: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5rrMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (INDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. t 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1-9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W10 LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLIF 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 ad. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR 'T'= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINAT10N BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L1240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1, THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR ILL + 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 I A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: i yi, GROUT FILLED MASONRY: Y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETETYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-l-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 W1 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.C. 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. STRUCTURALLUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16"STRUCTURAL 1, U.N.O. 4.4.1 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 ANSUTPI 1-2007, BCS1 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: ASTIM 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 ASTIM 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 EMBEIDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) dF- THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FRC R318.1 - "A permanent s n which identifies the termite treatment provider for and need re -inspection aVtreatment 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/s grinkler systems includin all risers and 1 -0" of the building side wall. spray hea s shall not be installed wi hin 1' 4. FRC R318.7- To provide for inspection for termite infestation between final wall covering and earth grade shall not be less than 6 in�hes. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and back -fill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed, 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs b6fore vapor retarder placement, retreatment is required. 9. FRICIR318.1.5-�Tegreteeovegur nd mortar along the foundation perimeter must be remove i treatment. re xte r sol 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department b a licensed pest control company before a certificate of occupancy will be issued. TKe "The building has certificate of compliance shall state: received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" 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. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESS I ONALS'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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/81, 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 Y8". 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) Lo V) (D Q) 4_j LU U 0 LU lk E 0 U) Cl) 0 Ei C14 C) Lu E C,3 M co C: M C-3 Lu -=0 Q 04 0 0 C:, U: 05 -00 co CL C�. 0 En 0 CL < Al I BID - B D C A ,OWN ;7 LL < Z c? To the best of the E40 's k-ndwlL-d0,-1nforWLW, and lmr belief, the structural pl, al"ed drawings 0911oricla within these co Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering po rtions of the drawing pages bearing Engineer's signature and seal. CD Z r4 0 (L) N 1.� V) =) > U-) in p U-) 170 Lr) CL U) Q) 0 Ln ZCL 113� U CL OC) < Z § E Z 170 C:) WLLJ -1 C:) 0, Z g U < LO, Z w �_ L) Z < =EZZ Z 0 W C/) LLJ Z Z 0 0 0 U ZZ g Ln 2: V) 3� ro _j < > Z 0 U U-) r4.j 0 < ou- Z 0 r4 U) 0!�!,� Lu� <�E� < 0 LLJ Cy., _pEcl Z Z r*4 r%j �bgog U-25 , 2 LU Cy 1Z UJI U-11 < 6i < Z 0, =0 ol :,D Ul 0 Z L) 2 �2 Lu i5 Z c) V_ Lr) Z tu- M C:) Z Uj Z 0 0 Cb :5 Z rn T--i a. V) SCALE AS NOTED DATE 1/5/2018 TECH: MJAMES VERSION NO 10 SHEE'T NO, SN CORNER OF HOME GARAGE SIDE LU —1 in 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINF I + + + + + + + + + + + - + + + + + + + + + + + + + + + + . . . . . . . . . 2c� . . . . . . . . . . . . . . . + + + + . . . . . . . . . C-0, I . . . . . . . . . . . . . . + + 44 . . . . . . . . . . . . . . . . . . . . . . . . + + + + 4- + + + + 1.01. (TYR) '_O" (Typ) 6'-0" -4 6-0" + 4 + + + + + + + + + + + 4- + + + + X+ + + + + + T + + 4- + + 4 + + + + + + + + + + + + + + + 4-+ + + + + +4 7+4+ + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + cl�j 15/32" CDX PLYWOOD OR 7/16" OSB I \—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: I- FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1 �8/11.7 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 — + 518" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber FILL CELL STD. 900 HOOK F BONDBEAM 7 STD. 90' CONT. #5 CONT. #5 HOOK _\ — — BAR BAR —\ IN #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM LISP Muc 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 'Do PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING!TJI Irposts MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min 2" min. �,, __' I Small gap 11 1 _ma x, Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. z 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/PIywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails A'� — 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible, Stagger rows from opposite required when inal tea or 1b' 16- - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S, - Under 2nd floor column wil loads N.T.S. higher than 15001h SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check 0, w local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 101-011 at bearing. TANK -LESS W/H H C G 000 U) 5'-0" STUB -OUT FOR 0 LO GAS METER 0 0 C o 9 F— • 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. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.0 - 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-51' (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 61-111 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 81-611 (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-0.1 (2) 16d TOE NAILS 2" X 10" @ 24" O.C. 13'-0'1 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap - Provide adequate bearing for each lapped joist. Squash block —10d nails (2x4 minimum) SECTION @ INT. BRIG. WALL Bearing wall, Vers7a-LamLVL or N.T.S. Glulam Beam 0 NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see (KNOCKOUT EXEMPTS) (see table below) D DO NOT cut, notch (see table below) or drill flanges Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Int rmediate @ 9-1/2" 1 2-8d 2-8d BC15000s 11 -7/8" 2-8d 3-8d 14" 2-8d ___-5--8d 9-1/2" 2-8d 2-8d BC16000se 11-7/8" 2-8d 3-8d — 2 BCl 6500se 14" -8d 5-8d 16" 2-8d 6-8d 11 -7/8" 2-8d 3-8d BCI 60sP 14" 2-8d 5-8d 16" 2-8d 6-8d 11- /8' 3_ 1 6d 3-16d BCI 90s8 14" 1 5-16d 5-1 6d 6' 16d 6-16d I BLOCKING PANEL, INTERIOR Vertical load transfer = 1900 plf max. along bearing wall PLUMBING LINE PVC OR SCH40 SLEEVE Required on interior walls : - for vertical load transfer __,,,,.,--PIumbii g when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide LJ loc' Whe 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — I<Ae It 6 L# r77 A %" ROUND HOLE MAY 6,'7 6"^ \-DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ?e-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" Required on interior walls : - for vertical load transfer __,,,,.,--PIumbii g when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide LJ loc' Whe 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — I<Ae It 6 L# r77 A %" ROUND HOLE MAY 6,'7 6"^ \-DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ?e-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" 8 1 '-0" 11 '-1 " 1 '-2" 11 �-2' 1 V-3" 1 �-3" 1 1 �-7- V-11 1 " 1 74" 2-9" 1 3'-2" 3'-7" 1 Kn_ —yf6; j _oi s t 12 V-0" V-11" V-2" V-7 V-3- l'-9" 2-4- 2'-11' 3�-71 4'-2" 4'-9- 5-4" Span (ft) 16 V-0" V-11 V-2" V-2" 1 �-7" 2-5" 3'-2" 3-10" 4-9" 6-7" 6'-4- 7�-2- 20 V-0" V-11" V-2" V-2" 2'-0" 3'-0- 4'-0" 4'-10" 5!-Il" 6!-11" 7�-1 1 " 8,-11 24 V-0" V-11" V-2" 11-4- 2'-5� 3'-7" 4',9' 5'-10" 7'-2" 8'-4" 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. 7.1)/2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER, 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 5/81 THRU BOLT U� M � R TRUSS 'OP PLATE I.0 HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL AIN. EMBEDMENT SCHEDULE FOR - AND QUANTITY )FFASTENERS USP RT16 USING i 16-8d x1 1/2" NAILS " t-,_ A UPLIFT = 1030# TYPICAL RT16 INSTALLATION TOP (2) #5's x 4'-0" CENETERED @1 11 E I PENETRATION 4' A. 4 J\ FINISH GRADE TYPICAL HTA 20-18 / HTA 20 INSTALLATION I TYPICAL MTW INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL NOTE: LOCATION OF UPLIFT VALUE SECOND RT11 IS BASED ON S. P. F. Backer block (12" wide min.) Nail with 10- 10d nails. Install &tight to top flange. SLEEVE THRU STEM -OR 4. — 4'� SEE PLAN FOR *44 0 FOUNDATION INFO 4' STEM FOUNDATION r— GRADE — MEAKIE CIE= M1 A ki 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 fight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet hai ht , U requirements 7 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. iLvt- t_ntiar_,+ rvu SLEEVE THRU FOOTING MONO FOUNDATION Joist hanger TYP. FND. PENETRATIONS SCALE: N.T.S. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE C NETERED @ PIPE PENETRATION PLUMBING LINE -d [41 4 4<. 4 ;d .4 J= III - SEE FIND. PLN. SIZE & REINF. e- SEE FND. PLKI I SIZE & REli� 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" — PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENE TRATION ------------- - �_4 L = ;2� 4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. L " Lbw (0 13 E3 0 4--J Lu GA U ME 0 LU F- E 0 U) Cl) C14 C) 0) C4" LLJ E -01 m 0 0 C"! 0 -c- �2 C:) a� - LL 00 ago' __ -5 - oo C) ca a) _se CL,=) < - 0 0 < N C-B-D-C A I BD, CO W rk 7�1 .&!F A_ U) %,�OJ is UA A ME LL < To the best of the E edKr� ati d belief, the structural p 5 pecl ica ions c within these drawings cor�p nt Building Code- Reside ialfth=f signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) C:) r4 0 (L) r-, f 1-­1 4-J C:) L4r) '_ =3 C:) > V) C) U-) flD Lr) _0 L_ tn 0 LI) U_ CY) U OC) E LU C:) F- _J C:) "D z to z z CL 13 UZ80 E�wu L'i W T_ U z < Z Z z 0 U, 2 2: -, 0"'a 0 @ U) 8.- LLJ Z Z 8 z 0 z 0 z -a Lr) (4 170 __J > Lr) 0 U LnuJ c) 0 Z 01- 0 s < M P ::D x: 8 Lu U M �0! W 4Z ��:J LLJ Z 0 z r%4 R ce Z (­4 �! Cy LU Lr) < -, '0 i5 Lij M< c) i- z Wz I Q� z 8, V) n 0 Z z ca UJ 0 0 06 .1� 9 SCALE AS NOTED DATE 1/5/2018 TECH: MIAMES VERSION NO 10 SHEET NO. SIN 1 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls -,— TYPICAL HUS INSTALLATION FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) V ARIES ZT Y P 7.) INSU ION LE 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-J NAILER STD. 90-HOOK (SEE DETAIL 1x2 PT WD FURRING @ 24" O.C.-/ (1) #5 VERT. IN FILL ,___1 MONO OR STEMWALL____1 1/2" GYPSUM WALLBOARD CELLS(SEE FOOTING MONO SHOWN U.N.O. FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) 4"x4" INSPECTION 1x4 P.T. BASE NAILER NOTE: 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 111 11t MUNICIPALITY. CURB DUE TO SLOPE IL-11111 _ - LU FRAME WALL TO C.M.U. WALL CONNECTION CONCRETE SLAB W1 6x6 0- /-NOTE:EXTEND rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 00 6 x 6 W1.4 x W1.4 C? 31/211 WWF OR FIBERMESH 6 M IL VAPOR--' (min.) 4"--.\ A BARRIER CN COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT ON 3" CHAIRS TYP. V-4" STD. 90 HOOK (SEE U.N.O. I DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" IN,�3 2x#2SPFSTUDS @ 16" 0. C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE ON 3" (1) LAYER TYPE 11 (#30) (2) #5 CONT UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH >4:12 (2) LAYERS TYPE I OR TYPE 11 1 (#15 OR #30) UNDERLAYMENT :=I FOR ROOF PITCH 4:12 OR LESS. 7ff PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH (1) ROW 2x BLOCKING @ MID HGT.FORWALL HGT. !g 8'-6".(2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN,) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH b. 9 A I FTWEII I Eld I M TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING //�-SHINGLE ROOF WALL W/OUT UPLIFT 7/16" 0 ' S.B. MIN. SEE ROOF rG G NAILING SCHEDULE ON SHT, SN1 ELEV.VAR SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE LUMINUM FASCIA 12" N.O.. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR G/S3 FOR ANC HOR 8" C.M.U. TYPICAL BOLT INFO, (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *USP SPT22 TYP. ARCHITECTURAL --------FINISH SCALE: 3/4"=1'_0" S3 F 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2xS.P.F.STUDS 16"O.C. BOUNDARIES, F O/C EDGES, AND 12" O/C FIELD. A - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. I 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 USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8- x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) ELE -01, V� ol (ALT: 1/2"xl 2" TITE N H D @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" 0,C.) 2" A. F. F. z 3 1/2" M IN. ELEV. -0'-3 1/2" A.F'F LL C14 00 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS�\ BLOCK WALL BEYOND 14" == TO.H.D. RECESS Cl) 4" C? SEEA1S3ORJ/S6-` LI:T--,l L=IIFI ILI-1 Tzij�_IGIFI I -IP L3 FOR REINF. INFO. MIN. CLEARANCE 1'4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' .8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH W/ 2-16d TOE NAILS @ EACH END (U.N.O,) (OR %" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR �1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < F-F. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > F-13". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"' x 10" "J" BOLT @ 24" O.C. W/- 2­x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x`12" TITEN HD @ 24" O.C. OR 5/8"xl O'WEDGE ANCHOR 6 x 6 W1.4 x W1.4 @ 24" O,C.) WWF OR FIBERMESH V2"(min.)- 4" Ih 3 1/2"(min.). - LIU-_ 4 1 I=.j 1 -111 111-11 -111 11 1 =1 I -T I fill III If I I (2) #5 CONT. 4 1141 8 U.N.O. MIN. TYPICAL BEARING WALL STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 00 8" C M U (2) ROWS OF 2x LOCKING @ 2x STUDS @ 16" O/C THIRD POINTS //7.., 1 "x P'T'S' TUD ULATION PER CHART ON FLOOR PLAN �/M_ #5 VERT IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2­X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP [24- MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH EE P SCREED INSTALLED BAR 2x P.T. PLATE -1 FINISHED E PER MANUF. ""-#3 OR #4 REINFORCING BAR �ASSUMED GRADE #3 & #4 LAP SPLICE GRADE 40 M:N. Fy= 40ksi FINISH GRADE 00 25" MIN. LAP [39'MIN. LAP] [GRADE 60 M N. I> C0 6 MIL VAPOR BARRIEF:� I> v Bo z R 17/8" #5 REINFORCING BAR t, I> �d 1=1 I 1=1 I I -I I I #5 LAP SPLICE I> ��j 1 -111 F 36" MIN. LAP [36" MIN. LAP] , COMP. SOIL. (COMPACTED TO M P__ 1 �f EI Ll Eir LAI =P I � iIi - L-IrF, 1 95% MODIFIED PROCTOR ASTM D1557) _11 L I I I- =11 1�= I E9 I F 4" 1'4" 11 1111 11 Ill- - SCALE: 3/4"=V-0" GRADE (1) #5 R BAR w/ OPT. -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND O.H.D. RECESS .61 4 - 00 SEE A/S3 OR J/S6 -I L :IT-F, Ri-IT FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION, SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD, P.T. 2x 2' 1/2" FROM SLAB HOLD GYP. BD. CONT. BEAD SEALA� -so _._jj < INTERIOR 4 -3 1/2" 4 CONCRETE NAILS W 1 1/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. C <4 TENSION 120#) ONCRETE SLAB 0? E- t4 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 314"=V-0" 2X STU DS @ 24" 0. C. U. N. 0. GARAGE �'-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4x W1.4 WWF OR FIBERMESH 1 4 K. S3 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ---(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < T-13". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8�-6'% -INSULATION PER CHART ON FLOOR PLAN ---USP SPT22 CONNECTOR /,,,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 /WWF OR FIBERMESH (2)#5CONT. 41" 1�1 U.N.O. MIN. TYPICAL BEARING WALL (a STEP %Z� SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM < END OF 2" x PLATE LU �2 I I 1 1111 - IL U) 11_ I I =- < Uj Uj J) 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !� 8'-F. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-13", 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ Tl EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 26004) E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C1.) Ill=,,' D11 I -T (2) #5 CO ON 3" CHA NT�-' IRS (TYP) 8" 1'41' 8" . 1 V A A ��4 _�--#6 REINFOR_�ING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING - REBAR DETAILS rF WALL W/ UPLIFT SCALE: N.T.S. � �3 SCALE: 3/4"=V-0" RIES EE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS A 4 AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM 'IV SEE ROOF PLAN 00 4 q A FOR STRUCTURAL - C�j BEAM SIZE & 1 /-2x4 P.T. CONNECTION INFO I . '. a PLATE 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 8., MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. COLUMN LOCATION z ATTACHED PER NAILING U) 0 OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL < > SLAB INFORMATION. LILI Uj LU SLAB STEP & RECESS 65 S.G.D. rM U) ----,-SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" "'I S3 01-01 'FIN. FLR.,-J& STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 114"x3" TAPCONS AT 8" O,C. SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS MASONRY WALL AND > PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. CONT. FOOTING STEEL z GRADE 00 LU 2� Z z: D LU LU LU z 0 LU Cf) 0 0 0 - LL Cf) I 1=1 I I- I Hi I El =1 I E] I I FOOTING -J PAD REINFORCEMENT_� BEYOND 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL " �N SCALE: N.T.S. CD U) 2f L/) 0 Q) 4--) M U 0 LU �120 I- E V) Of 0 (A In U) M _Q C:) E a) co co 2 -01 m aj W t5 co $ C, CU C, 0� -.4 < 0 CM l" 0 ;r 0� 0, < 0 BID %j%%jM1[tM!fj .%, - - -) W 1'�Zo / 'E CO o�' A LU z LL S 0 Z, . -L B k, -";;; , To the best of the En i��,s kn64m1l�c6e,)rff`brrn Wd belief, the structural gplans Wd ti a d M lumparida within these drawings comply vri f3uilding Code - Residential 6th Edition. Engineer's signature and seal is only forthe structural engineering portions ofthe drawing pages bearing Engineer's signature and seal. C:) z r�j 0 a) N P-4 4_J CD Ln > C) V) rn " M � 4-J U0 (0 Lr) v) ul Ln Z U_ ___N F- ILL >� � re) U ru lcl� CL OC) < -­o z E _j C:> 0, Lu zg z < 2: 2: >_ C/) z 0, (L U g' 0, 0 < Z wwx UZ z Lu 0 0 w __j < Ln z z Hz w z Z 0 -0 U-) > Ln 0 0 z 0 U - U-) r-4 F_ < < uj LW >� 0 - <Wpz 0 UN R_ 9: 14 U_ 0 < Z < < III- �i 8�.- z z 1171111 g LU Ln -i 6i _j . L�j z Lr) C) Z Ln ca 0 Z U-1 ::12 < V) rn CL V) SCALE AS NOTED DATE 1/5/2018 TECH: MJAMES VERSION NO. 210 SHEET NO. S3 :z ZZ 12 SEE ELEV. '�,"(T_y 7P) USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2 2 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 wl (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE 2x BL CKING @ EACH END W/ 1 d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING PER PLAN --�(2) 2x HEADER 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIE, O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION -ENGINEERED WOOD PRE TRUSSES @ 24" OIC 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 2x BLOCKING @ MID + POINT EVERY OTHER �I�STUD W/ (3) 10d NAIL�S� + PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD- V 2x P.T. PLATE I E 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W1 90A STD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKI G (TYP.) \---ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT EXTERIOR FACE OF BLOCK MIN. EXTENSION FROM 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 112" GYPSUM BOARD W/ DRYWALL SCREWS DRYWALL NAILS @ 8" O.C. OR 4d DRAIN WALL CLEAN -OUT rA SCALE: N,T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER, TYPICAL SECTION THRU WINDOW KNOCK -OUT),,, BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 1� 4 4 8" STD. 9d'HOOK-/8"- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL M (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION EE --- T_ NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE < 0� Uj INNEEN, > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x1 6 C. M. U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. BOTTOM OF M , OUNTING B . - � - I 1 OURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/81, 8" 75/81, 8" 7 5/81, 8" — SOLID AREAS ARE 111 STEEL AND GROUT INTERIOR WALL El El ot F _-7 F.--i DOOR OPENING DOOR OPENING IE I EXTERIOR Fol WALL 11 F01 v 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT rD SCALE: N.T.S. VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x1 6 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) BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LOCKING W/ 2-16d TOE NAILS FBTRUSS NOT TRANSFER LOAD. EACH END WALL DOOR STOP Uj 0 4 MOLDING = ;� ---:r - 9 4 2x TOP PLATE M U) GARAGE 2-16d NAILS @ 24" O,C. OR DOOR TO TRUSS BOTTOM _J�EQUAL CHORD OR BLOCKING 2 x 6 P.T., v 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 PLATE TO CONCRETE F REINF. INFO. W/MOUNTING ANGLE I t < NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NOW TYPICAL GARAGE DOOR BUCK rK BEARING WOOD FRAME WALL SCALE: N.'T.S. SCALE: N.T.S. �S4 ��S�4 41V 2x CRIPPLES @ 16" 0. C. W/ (2) 12d TOENAILS T/B USP SPT4 w/ (6) 1 Od x 1 Y2" @ 24" O.C. 1 Od NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING A" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END V- 4- (1) (2) (1) (2) (1) LISP LSTA30 41- 9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (4) (2) (4) (2) LISP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS; 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"A 0" OR GREATER HEADER IN (2) 2x HEADER SEE PLAN \—INTERIOR HEADER (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS. ONLY EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '-2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE NIS4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL SCALE: N.T.S. ("Q -USP SPT4 SPT241 LISP 2X STUDS @ 24" O.C. A If �/8"xl 0" "J" BOLT @ 24 MAX. " 0-CiR MIN (22) P OTTOM PLATE S ECTION /-21 P 14 I USP SPT4 SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER "� I 1 1/8" THICK. CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD (2) 2X4 PT STUDS UNDER HIP 2X4 PT STUDS @ 16" O.C. CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD H \\_:MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 4T AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL: W/ STD. 90o HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP SPLICE 2 ROWS 1 Od @ 3" O,C. (14 NAILS TOTAL) EA. SIDE OF 4&,, SPLICE STAGGERED 2R NA SPI 1 Od @ 8"O/C ATTACH ALL EXTERIOR STUDS W/ Y�l 6d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL rMTOP PLATE SPLICE DETAIL SCALE: N.T.S. � �4 F= 2240 LBS USP USP SPT4� SPT241 USP SPT4 2X TOP PLATE OVERLAPPING TRANSOM FRAMING , P.T. SEE SECTION AA/S1 -ATE AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 SPT4 USP SPT4 2X8 P T BOTTOM P�ATE I \_518"A 0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) USP Uor or 114 SPT241 USP SP -US SP TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING USP_ SPT2 SP PT4 _R�t < /1, 2X8 P. 1. 130 1 1 1 OM PLATE 5/8"A 0" "J" BOLTS @ 24" O.C. MAX, (MINP (2) PER BOTTOM PLATE) 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE C ROOF TRUSS ABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED -BOLTS 5/8"X10" J @ Z-O" O.C. -MASONRY WALL T4 1 Od NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. -M N LPLYWOOD SHEATHING PLYWOOD FASTENED TO TRUSSES 0 WITH 8d COMMON WIRE NAILS @ 4" I f (D O/C BOUNDARIES 6" OIC EDGES & 8" O/C FIELD 12K, —PLYWOOD SHEATHING MASONRY- 5/8"X1 0" J-BOLTS @ 24" O,C. P WALL BELOW MAX. (MIN. (2) PER BOTTOM T4 PLATE) _E]�_' ALTERNATE: 5/8" DIA. ATR EPDXIED MIN, 6" INTO BOND BEAM @ 24" O.Cp FRAMING DETAILS ABOVE ENTRY R� SCALE: N.T.S. C:) < I --- 01) V) (D Q) C_/�l 4— U 0 LU V) Of _n E V) cl, 0 C� Ri P_ (Z 0 04 co L_U E :" C, C M co E2 -0 co 0 -I- u- 00 co 0 C) M CL 0, < 0 - A-L BDe Nc'BD­ Nv *.%1?;1 "AN'W" C=-, Q C? z ga--i C65 L;, <� LU F `I_ .8 4Q 0 slim I To the best of the Engineer' )vledge, info ll�d belief, th I wvt� e 1,uctur I plans ned within these drawiags comply with the 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 rlj 0 a) r-, :L-j C) k.0 C) z0 > U.) -4 p �_r r,-. V) fO Ln _2 Ln I- 37 Ln �5 Q) — Ln Z >, cl� U 170 0�. OC) < . z E IT_ WLU _j 0 10, Es o� U, zg z z< & I& 08 0, EU Z uj Uj Z 0 0 w z ',2 2 -'� C) 0 Ulm Lu!j � 8 L-, C) z -0 Ln n 2: n3 2: > Ln z 0 U C/) < 0 I`U R ZO < �,� le u, U0 U P0 b z < < < Lu O� �� x n z r14 r�4 9Z 6 Lu z Li Lr) L]Ij u,, 0 �i 2 =z, _j -I < 2: < z Ln 8 - � z 2 �� < u., i5c 8 - CD "t Ln Z �� z M C? 7' U-11 z �0 ro 0 00 :5 z T-4 CL I V) SCALE AS NOTED DATE 1/5/2018 TECH: MIAMES VERSION N 0' 10 SHEET NO. S4 �A SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKERZ NAILING SCHEDULE FOR USP RT1 6 OR EQUAL @ TOP CHORD---�� @ 24" O,C. SHEATHING DETAIL EA. OUTLOOKER 2"x4" OR x BLOCKING F X!, OUTLOOKER FIRST FOUR @ 24" O.C. ROWSOF 45' 24" MAX. 1\-USP x 2X4 CONT"L" BRACE 15'± TOP CORD BLOCKING 45'± TRUSSES @ RT16 OR FOR FIRST FOUR FASTENED W/ (2) 1 Od EDGES OF 2x4 CRO�S BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 1" BRACE TO X4KIKER EXTEND @ LEAST 90% OF A 48" O.C. EACH JOINT W/ (3) 1 Od MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 8�_OFO/C. @ 8'-0" O/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACHJOINTW/(2) 10d USP RT3A WITH 8-8d 7/16" OSI3 SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARWD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING 7 THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 1 Od NAILS INTO 2"x6" P.T. PLATE JAL 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" C.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL RI OCK11 \-WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTENWITH 10dx3"@4"O/CSP ED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O,C� MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEPSCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER —"0r7)UTA)A E:A T173HOC ALTERNATE USP LSTA1 8 STRAIGHT STRAP @ 4--0" MOISTURE BARRIER O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-1 Odxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION r2 WEB;USE SCALE: N.T.S. MSTAM36 ON OUTSIDE SCALE: N.T.S. REFER TO DETAIL J ON SHEET S5 FOR SEESTRUCTURAL- X-BRACING, AND TOP on NOTES AND NAILING CHORD BLOCKING CN m SCHEDULE FOR SP HGAM 10 W/ (4) INFORMATION 00 00 SHEATHING DETAIL 4"xl-3/4" WEDGE OLTS & (4) SDS 1/4" 111 2 2"x4" CROSS BRACE - 1 1/2" SCREWS -TWOODTRUSSES 00 80 APPROX. 8" FROM RIDGE FASTENED AT RAT RUN BRACING EACH JOINT W1 (2) ,,,--2x4 AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 16d 2x4 PANEL BLOCKING - AT EA . TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @48 " O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0107"', L = 4 1/2") OR EQUAL END TYP. TOP & O/C W/ 2 - 16d TOENAILS @ EA. END NOTES: BOT70M ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS MASONRYWALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION � �D COMMON NAILS, (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" = V-0" � ss j TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8 � 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 1 Od PER JOINT IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) 1 Odx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL RUN ALTERNATE NON -DROP GABLE END DETAIL SCALE: N,T.S. SCALE: N.T.S. � �5 GABLE TRUSS 1" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 1 -.1 � I di - - - . di - F � Ill.' 11 � J- \ I I � , " � 11 11 , .'- 1� I - - - 4 - , 1.'. 111 1 �, '[- , " � � 1% .. 1.' 11. .-. I \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2x4 BLOCKING W/ H (2) 12d TOENAILS BACKNAIL W/ (2) 2x4 OUTLOOKER //-16d NAILS T P RD BLOCKING FOR USP RT1 � 6R FIRST FOUR ROWS EA EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF VE SHEATHING TYP. BRACE TO EXTEND rl" AT LEAST 90% OF WEB LENGTH (SEE TABLE) TRUSS /�GABLE 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD /,--(2)16d NAILS ,,-2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLAJT�E, (SEE TYP. SEC.) USP 8PT24 @ EACH STUD SECTION r4 SCALE: N.T.S. 1,,,15� 2 x 4 BLOCKING W/(2) 1 Od TOE NAILS @ EACH END @ 24" O/C (TYP) BRAC I NG W/(3) 1 Od x 3" @ EACH CONN. @ 24" O/C _MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N. ��S5 ADDITIONAL INFORMATION, 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"4" (U.N.O.) 1" BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P,F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1)"L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEESTRUCTURAL IG NOTES AND NAILING BACKNAIL W1 (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL L 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) "I-, ... SEESTRUCTURAL- IKING TOP CORD BLOC ING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 114" �AX" EA. OUTLOOKER XZ4 SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL OU DOUB(ILE TOP PLATE 2"x4" CROSS BRACE IT Y., C� �x4 C 2 ROSS BRACE APPROX. APPROX. 8" FROM N�� -1/USP 8" FROM RIDGE FASTENED AT R RIDGE FASTENED AT SPT4 @ EA. EACH JOINT Wit (2) 1 Od & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA, END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" /­OSB @ 48" O/C FOR THE SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2) 16d NAILS END TYP. TOP & BOTTOM ATTACHED IAI/ I IVATnCKIA110 Nw- 2x4 PANEL BLOCKING @ 48" - 2x4 BLOCKING k O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA, END -\-2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2) 16-d TOENAILS 1 0dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. BACKNAIL W/ F16d NAILS (2) 2X4 OUTLOOKER 2 @ 24" O/C TOPCORD 8d @ 6"O/C - WOOD TRUSSES BLOCKING FOR x USP RT1 6 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF MAX SHEATHING TYP. BRACE TO EXTEND v"L" AT LEAST 90% OF WEB LENGTH ( EE TABLE) GA LE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O�C. SAND 12" O,C, FIELD AM10W/(4)-3/16"x1-3/4" - JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 EE PLAN FOR 77:77::��CONNECTION 1/2"SCREWS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SECTION SCALE: N.T.S. `-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" OIC (SEE SCHEDULE FOR SIZE AND LOCATION) . .. ....... @ EACH STUD GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN 0 z W 20'-0" MAX "X'BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10 d N A I L S @:�4V�"- PICAL GABLE TRUSS WEB -j DOUBLE 1" BRACING DETAI SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED�­,, 11d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAILr6 SCALE: N.T.S. DIAPHRA M / BLOCKING @ 48" O/C _--GABLE TRUSS Al TRUSS VERTICAL (2) 2"x8" 1" BRACE -/ � FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /`7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX ONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. d Uj i=U d 99 z W ca < 9 9 I- tr (D Lu CD -9 2 < 9 ED d LU NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ASPER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O,C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING .W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION CD 2: n =0 Ln 0 Q) C—r) 4--J LU U 0 U.-I E 0 (A C:) C"! LU E Cl) 0) 01 C: m m L13 -0 C') .1 cli 0 .2 C:D .9-- LL. OD 0 C6 8. c:, 0 < 0:S 0- a)< 0 AI BDPW N C-B,D C ,ov I LU " c.3 E LU �1\ JU WO 0. Lit 't 'a 0 ON MEOW LU N 4�1 R11 To t he best oft in orm , and belief, the structur and p ci i..ti. ined within these drawings ril Building Code - Residen i., 6 ngineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature seal. _2nd C:1 CD z 11714 0 (L) 4—J C:) U) ­ =3 kD > (n r) c) m 0 0 , N z M ra Ln -2 CL 61 U1 L- Q) un U CLe---, , CY) (D z U -q < 0�. CC) z E z LU C:) W —j C:) kD 0z uj z U 0, In 0!� z u.1 LLJ 210 0 0 W , 0 uluj 1i N ca @ 10 UW) Z Z �E 8 Cl) Z Z 0 -0 Lr) < az 4 z 0 U U-) r.4 0 z I:u- 0 6 < U, M 8 cc 1E a - r-4 LL z < 0 'z LL, r-4 r-4 9 0, LLI Z�� LU Lr) Lij 2: < z <Uoz ozu 2 �2 W �- ui z C) v- Ln Z C:) Z UJI z 0 V) 0 C6 m z, SCALE AS NOTED DATE 1/5/2018 TECH: MIAMES VERSION NO' 2m0 SHEET NO. S5 — __L_11 11 — — — — — — — I (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" O.C. MAX. ZZ7 —SHINGLE ROOF FOR UNDERLAYMENT INSULATION— SHINGLE ROOF REQUIREMENTS SEE R905. BAFFLE 15/32" CDX PLYWOOD OR 7/16" O.S,B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOO PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O,C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO Uj LU 16" O.C. 2X S.P.F. STUDS 0 U) W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD _j LU 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od D W LAYER 1/8" THICK. U_ COMMON @ 6" O/C EDGES AND 12" O.C. FIELD ION ER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TOONE SIDE OF THE FLOOR TRUSS FORAN AREA 1000SG, B �R < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�� �,�6 S6 SPACE INTO APPROX. EQUAL AREAS. A,�V FLOOR SYSTEM ETAL SEAT ER PLAN OR FELT 'Al PAPER FOR MOISTURE BARRIER E �ER77 OR 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT 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) ce) Q (LU) 4"x4" INSPECTION PORT AT _j CL EACH FILL CELL TYPICAL Lij U) 1x WD FURRING @ 24" O.C. CL AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR MIN, 2500 PSI CONC, SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE 00 4. A FINISH GRADE co I=_flT___Tm Cy 4 6x6 W1.4xW-I 4 1 EI I —I I F WWF OR F1 BERMESA'' c) �`A �—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) WIT' MIN. CLEARANCE .TYP 2-STORY WALL SECTION ('j SCALE: 3/4"=V-0" � S6 USP LSTA24 STRAP W/ 8-1 Od x 11/2" NAILS TO STUD FEND SHEATHING TO )F BEAM OR GIRDER �TE W/ I O.C. )OR TRUSS/JOIST 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Od x 1-112" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL----- BAND JOIST 'USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL SCALE: N.T.S. 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SPACER BLOCKS A- "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. �6 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) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W1 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING ---WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST Z-O" OF USP HTA20 @ 24" O.C. W/ 10-1 Od X 1 1/2" NAILS INTO END WALL W/ (2)1 Odx3" @ EA. r7kin IKITn ')"�All PI BLOCKING TRUSS& MIN. 4" EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. zx -.)I U U'D p I 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSE FLOOR CONNECTION TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON // 8d @ 4" O.C., 2 ROWS STAGGERED <4 RIBBONS, EACH W/ 4-16d AILS INTO EA, FLOOR TRUSS 1EEP SCREED ISTALLED PER. MANUF. SP HTA20 @ EA. TRUSS // 10 - 1 Od x 1 1/2" NAILS INTO FLOOR RUSS & MIN. 4" EMBEDMENT IN �O BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION, RIBBONS —DETAIL (FLOOR TRUSS) ( O� SCALE: 1 1/2"=V-0" _Qs_�) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID SEE SHEATHING SPECS ON FLOOR �1/2" GYP. W.B. MIN, @ GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. < 8'-6!'. (2) x 10" "1" BOLT W/ I" ROWS OF 2x BLOCKI?1iG_ @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > V-15" .111"DIA, 2"DIA.X 3116" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C.. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 FWWF OR FIBERMESH A .4 A' 4,. CID '.A . 4 A . 'A IE I E (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. E 8" V-8" CLEARANCE 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 I SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND 15/32" OSE EXPOSUREI F SHEATHING Lu Lu SOLID 2x U) BLOCKING @ ALL 9 C SHEATHING 0 EDGES(SEE OPENING SECTION X- LLJ 0 _x x 777,�). _2x STUDS Lu BEYOND. m U) SEE PLAN 2 0 U) I 1z _4_ \-2x4 P.T, BASE 2x RIBBON OR VERTICAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. 2 2 5 FT� 4 FT. 5 FT. 4 FT. 0) 2 2 4 FT. 4 FT. 4 F ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 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,C IN FIELD z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LL 0 SHANK NAILS) NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 uj 0 0 F SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH OX (�n Om 2 uz') PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO U , 2 LL uj 0 LL STUD AND OR BLOCKING AT ALL EDGES. LU , 0 LL = LL 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" S" = NAIL 3/8" SPACING r 3/4" NAIL AT BASE 2 ROWS @ 4" O.C. W18d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ W O.C. W/8d COMMON NAIL @ NAIL INT. AT T� O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O,C. @ (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 1/9'. AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" IOSB FLITCH PLATE TO W1 (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS k') u ­­ �. � .,. STAGGERED C _� WALL SHEATHING INSTALL. ��6� &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 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C, W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 \—INTERIOR HEADER 1 Od NAILS @ 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O. 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 0 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS I ,BEAM (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W1 8" EMBEDMENT @ 24" O.C, W/ 2"DIA.X 3/16" PLATE WASHE7R (MIN. SHEAR 3500#. MIN. TYPICA\L TENSION 2600#.) 2500 PSI CONCRETE MIN.\ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH A A A I I 5=1 I 1=1 I IEI I A A A A d I I M, I 11-11 (3) 5 REBAR ON 3" CHAIR V-8" W/Y MIN. CLEARANCE ALTERNATE FOOTING @ WOOD IST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. Im T01.1 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2"x6"WALL STRAPS SIZE JACKS � STUDS JACKS STUDS EA END EA END EA END EA END V-4- (1) 2) (1) (2) (1) LISP LSTA30 4-4 (2) (3) (2) (2) ( ) USP LSTA 0 (3) (3) (2) (3) 1 (2) USP 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 318" THICK EACH. 3RD LAYER 1/8" THICK. -USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. AL FINISH GRADE C? 9 2� SCALE: 3/4"=T-O" 0 !�2 co CD CD CO nj U) 71 V) (D (1) C/�l 4— Lu U 0 LLJ F E 0 =3 cn (0 co un 0 C:) a) C', E 8 0) cl) ,_ . C, LO 10- cO 0 CN c) T U, LL 00 00 0 10 — CL Is, 0 < cn CL 0 )m < All BID. N D c C.0 C, co D OM Z .... �Z 1z ;z __j L, m m 10 > 0 LU 0- CS 0 t TO he best of th� I i1j;Windr4 wledge JCMfi. u r a belief, the struct d lt� s oni drawingg within these ce.79 with the 2017 i e a (5y Building Code - Res d ntia 6 61 1 signature and seal is only for thmpupura engineering portions of the drawing pages bearing Engineer's signature and seal. C) z r_j 0 (3) P-4 4-J V) — =) > U-) , c1r) c:) 4-J N U-) 70 a) Lr) LL zU 0-00 < E LU c� F— W _j c:) t.0 cz 0 z z < U �� 80 0, E ..� Z w LU W �Uz� 25 z q cc) L9 Z, z z 0 Y: z z 0 Lr) _j Ln > Ln On z 0 U _.- U-) 0 :J < < Lu r-4 cc ILL gM2 op a < z 0� cz, < < Lu of 2: a z Lr) :0, 9 cg ui aU_ U_ cz < 0, LU U.J < z E3 �- L0 �zu c) It- Ln c:) Z D R z m 0 cb < uj r7l r__4 in- V) 2: SCALE AS NOTED DATE 1/5/2018 TECH: MIAMES VERSION NO 2mO SHEET NO. S6 No En En ED THEN WRAPPED AROUND STUD (USP MTW12) PLAN VIEW SCALE: ;' = 1'4" NOTE: 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS STRINGER MUST MP CONTACT WITH LAN 2x4 CUT G.. DOES NOT BEAR IN WALL GLUED TO <t_ 2x8 SE STRINGER MUST MAKE FULL CONTACT WITH LANDING /A1 ALIGN FACE THIS STUD WITH OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND 4" 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 B2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER\ "SIDE) TO BOTTOM EDGE OF 2x12 [SIDE) R VIDE MOISTURE PROTECTION L ACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/a' X PT NOTCHED INTO STRINGER FOR STRAP TAPCONS MAX. 32" O.C. D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND @ STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. , CTION VIEW "A" SCALE: 1" = V-0" 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR IN WALL 2x6 SYP 2x4 PT NOTCHED Ih AND NAILED TO FL( 2x4 CUT ON BEVEL AT STRINGER CON DOES NOT BEAR IN WALL SECTION V SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING I EW "D" 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D 3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" 3/4 PLYWOOD ON DECK AND I'GAP TOP AND x8 SYP GLUED BOTTOM, GLUED AND 2x4 syp AND NAILED TO NAILED TO STRINGER blocking for FRAMING strap (U 2x4 DRAFT 2x12 M STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED --\ NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = V-0" 10 ` L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SLUED AND NAILED TO STRINGER DRYWALL SPACING SECTION VIEW "B" SCALE: 1" = V-0" ;ER SECTION VIEW "E" E SECTION VIEW SCALE:" = 1'-0" -3/4 PLY\& ON DECK ,, 2x8 SYf AND Ni FRAMI� 2x4 DRAF' STOP 2x4 BLOCP r u SCALE: 1" = V-0" 4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP JST NOT TOUCH 'RINGERS x4 BLOCKING FOR 2x12 K4 PT UNDER 2x12 Trlrn !lC SECTION VIEW "C" SCALE: 1" = V-0" CONN. TO BOTTOM NEWEL POST LET INTO OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING ❑ 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. )ER PROVIDE SOLID BLOCKING (GLUED AND NAILED) VL BELOW ALL NEWEL POST or_v�� FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G11BLOCKING SCALE: 1" = V-0" SCALE: 1" = V-0" 0 1 f-XIM UUINO I MUU I IUIN Ur. I f-XILO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X USP (- IV J ECTION VIEW "H" SCALE: 1" = V-0" 0 r zCD CD z� Q a V) CD w � p w O ~ C 0 CA 0 0 C) W " t - E —_ 9 M ch C tD CM (—a Q 0 00 U s_ tL ao 0 aa) Y m CO Q o u7 O V 0) Q O ® �13 N-C B-C 4e � +tS3itffii co N U) .tee• • O �iJ�il +C",I 1-4 LU N J s N Q t") S•'�_. Q� � Chi To the best of ngt gas nowledg � ati a4 nd belief, the structu ans �a $pi&�iigns co d within these drawin g3I j� 1 with the 20 z a Building Code - Res n�(a4 ��112q St ill er's signature and seal is only forthe a u'�tural engineering portions of the drawing pages bearing Engineer's signature and seal. C� C) Z 0 >U-)ro M Q (n M LP) d' •L < LLun zz UA C- 00 Q § E Z wJ C:) �t- J =z 1: -.o 3� w� z x w ¢ r Uz08O Z. �z �wx- > L0Un Oau'.o U.0-~z0 T oZW zo a � i sW w o O ; Ln Q z J a 4 CD � � z —CC au o z ca 0 J. G av9 x8 -,-% Ua E N zLL <o L"waza.a.m Q � Z u_�0.Joa uu CY u W F J t--I di Q z u, a z o ve W< ,1- Ln z �Qz a� z m rn �Z[ _ ¢z T__1 a V) SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 2m0 SHEET NO. ST 11X44 r-1 /2" DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER F b X 4 1/2" DRYWALL 1 X 4t' UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 P.T. TO SHT. SDW2-KI TO SHT. SDW2-K1 FOR CONN. DETAILS MAX. PROPER INSTALLATION 8" DO NOT DO THIS #*# 2"x BOT. PLATE W1 (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS X 4 X 4 #5 REBAR (TYP,) *# 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16"0 FURRING 3116"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR 4 1%* AND NAILED W/ 8d COMMON @ 6" D.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O,C., 2 ROWS STAGGERED TAPCON. INTO TAPCONSSTAGGE STAGGERED @ 16" 2X8 LL (TyP5 BLOCK@ SPACING 1" DETAIL D.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16' 2-ROWS INTO 1X3 4 2x BAND W/ 10d PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL— MASONRYTHROUGH 311 DETAIL OTD 90- HOOK (TYP.) STD. 90' I JOIST FACE NAIL @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID 130TH CELLS HOOK (TYP.) S# FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" 'I" I METAL SEAT PLATE E TA P CO N 1 TAPCON @ 16" 4 F R 1 D.C. & 4" FROM 0 C 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1X4 1/2" DRYWALL Ta 4% 4% **A4 I YB NOTE: C EA C H E N EACH END W/ MIN D DOOR JAMB (REFER 2" EDGE DIST. EDGE DIS 1 R K FO DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 CONN. DETAIL LA LAP SHEATHING TO C BOTTOM OF BAND TO SHT. SDW2-K1 JO FOR CONN. DETAILS, FOR CONN. DETAILS C 2" D.C. 10d @ 1A 1X4 FURRING 3/16 '0 X 3' 2X8 P.T. WITH 3/16"0 X 3" ±2 N�OTCER 0 FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/411/2" SCREWS INTO BAND T ", ",:r 2x P.T. AS REQ'D LONG TAPCONS S 2X8 P.T. STAGGERED @ 16"0 . C. 2X8 L JOIST & (4) 3/16"x1-3/4" WEDGE 2x DETAIL 2-ROWS INTO MASONR 2 1/4" DETAIL Y 3-1/4" DETAIL NOTCH WEB AT THE 4% FIRST 2 COURSES BOLTS INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc-�'� LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. � SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �s SCALE: N.T.S. � �S 2x8 P.T. BUCK -CONNECT TO BLOCK mw SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MI N. A -A = 1890 # FOR 2 STRAPS FILL 1 st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX _O" 2 8" 1 -PLY PRE-ENGINEERED TRUSS SOLID W/GROUT 1 X 4 FURRING SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 3 1/4" TAPCONS USP RTI 6M Wit (8) NA1 1 NAILS & (6) 1' x 2j" 4' BLOCK HEADER TAPCONS 1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM1 6 W/ (6) 1 Od NAILS x 11" NAILS AND 2 8d NAILS AT 8" D.C. AT BUCK 2 x 8 45' DIAGONAL —LEAVE A CUT OUT IN O.S.B. ON THE X 1 "' WEDGE BOLTS (1) STRAP 1225 (4) 4 4 IN T 0 (4) 1 Od NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. B L K G 7THIS INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 11/2" 0 L I E IN 0 S. B FOR ARCH PANEL CUT HOLE IN O.S.B. FOR BUILT UP PLWD, BUCK C LL S AREA POLY -CELL IN ---2x845 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR I I FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x8 0 AT EA, END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. C / \-PROVIDE N.T.S. (VIDTH OF WALL) BTWN. OSB 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR-,' LS T UOS To 8 INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAIPCON PER WDW. INSTALLATION DETAILS OR THRU ---" \, TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 4'MAX. RAD. SCREWS @ 16" O,C. MAX. OR IF MASONRY (2) 10d NAILS @ 8" D.C. TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" SCALE: N.T.S. Ss O.C� 12 + + + PLYWOOD SHEATHING 11-011 51-0" L JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" D.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. B-13 ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO 14" MAX 2'-0" 8" PER NAILING SCHEDULE LL TO SUPPORT TRUSS + SOFFIT .. A #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH + + + I> CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP 9 H IN TOP KNOCKOUT/ ZN EACH TRUSS CHAIR BLOCK 8d NAILS @ 8" D.C. AT BUCK T PROVIDE 2 x 8 DIAG. BRACE B WN�\ 2 x 8 VERT. W/ (2) 10d NAILS AT EA, END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ L CONNECTOR MONO FOOTING 1 (3) SIZE AND REINF. PER PLAN A VERT. BRACES WHEN HGT. F 0 TAPCON AT EA. SIDE 12d NAILS SEE LINTEL BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY--// SCHED. 7 AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T ONT MIN. OF START OF TRUSS COMPANY OR 2x4 N CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" D.C. tENTER SO�PIT DIRT TO BE INSTALLED 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL Is �—STANDARD A.*. C:) SCRIBE (NOTCH) BACKS 1 7/16" OSI3 ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN 90r HOOK C-N' TO FIT ARCH CONNECT W1 IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" D.C. MAX. OR IF MASONRY (MAX. 4'-0") 19 I 7--1 INSTALL WDW, SCREV BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL_ 4'MAX. RAD. WALL USE (2) 1/4" X 3 1/2'TAPCONS AT 16" J L :2 41, �., %,v THRU OSI3 INTO 2 x 8 O�C. .. Sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL SECTION @ ENTRY rL SECTION @ ROOF EXTENSION STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL -B MONO TO STEMWALL FOOTING .13 SCALE: N.T.S. �s SCALE: 3/4" V-0" �s SCALE: 3/4" V-0" � �s SECTION DETAILS SCALE: 3/4" V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S11 OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16W/(18)-16d NAILSTO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8"DIA. ALL ---A #5X6'EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ "SET" >- EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" SIMPSON EPDXY MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 61-0" 11-F F 5" EMBEDMENT & 3" MIN� co FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP EDGE DISTANCE U U-1 NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 L THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL Uj rA REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT T- < U) U- PRESS PANEL REINFORCING INTO PLACE. �5X6'EMBEDDED INTO 6" MIN. LAP SPLICE Wit EXISTING FOOTING 2-#5X6'IN CONC, COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL T FILLED CELL SMOOTH. DO NO FURROW. VA A DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CN REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. �2 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ANT 'A �,�—(2) SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL #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. Oil COVER EA. WAY 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. �1-1� SCALE� N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 LOO V) (D Q) C—/> 4--J LU U- TM Lij 0 F- E V) in cli Uj ce) 0) C, a C0 [2 co " 011 0 C) 2 O'D 00 u) =$ 0-,:D < 0 fol Z!� 'M < 0 Al I 131U. 0 VA- zz SE U U LL fl� S, To the best ofthe Engin e inform d belief, the structural plans a gowl fi e ed s c ly within these drawing omplywith F orida 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 C:) z r-4 f 0 (3) F­4 4-J C:) C) 4—r N U-) U.) a) Ln L- U- CL >� � ro U (0 V-i 0-00 < z WLU z C:) -j C:) 0z u, z U 8,0, ZWW z Z �- Z, is� 0 WW U 18 F,- Z Z 0 U z z 0 z Lr) ro U > Lr) 0 n z 0 U Ln U) < uj uj -j a < x 8 LU CL 0 Z Lu cj� < r �i 8 18 Z 2,-.! W CLL) LU r%4 di 9� 8 �:) T--1 LU v) OF- Z 8 2!� V c) < < z �g8 Lu Ln z co C:) 06 Z :5 LU 0 < z R 0 uj SCALE AS NOTED DATE 1/5/2018 TECH: VIJAMES VERSION NO' 10 SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: 1/2" V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1 WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4, ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING MAX & EACH END ALTERNAT DIRECTION TYP. ----\ A A . 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS E -----z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=1'-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" ED] VVI I vu %,w "��l I I I 1� v V­ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O.----� 2x8 BLKING. NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) USP HTW20 W/ (14) - 1 Od X 1 1/2" EACH TB PRE-ENG. TRUSS i CHORD AT ALL HAND FRAMED AREAS TYP. CONT. ROOF SHEATHING AT TRUSS TOP DIAGONAL AT 8'-0" MAX TRUSS ROOF SEE SHEATHING PLAN 4 2X4 BLOCKING BETWEEN TRUSSES E il"u AN �1 SHI SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 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 USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0. C. MAX. w/ (3) 1 Od COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/21, 1 1-01, PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 'T 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d L TOENAILS TO TOP _-V PLATE & (2) 12d END M IN. (2) 2x4 NAILS TO TRUSS SPFTOP BOTTOM CHORD FPLATE 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ VA 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY SCALE: 3/4" = V-0" USP LSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T USP HD4101F BUCK -- SEE ROOF PLAN F( MORE K, (2) 2x8 #2 SYP V� 7/16" O.S.B. FLIT PLATE TOP @ T1 BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W1 (2)-1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(l 0)- 1 Old x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE: 1/2" 1 '-0" kSEE PLAN 6 I FOR CANT.1 SEE FLOOR P�N FOR .. ......... COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FORJ REQ'D ONLY WHEN COLUMN SIZE & BA SE INDICATED ON BM. CONNECTION INFO _ OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT KA'� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. USP ST18 TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 2x4 STUDS W/ USP SPT22 @ BASE SEE JIS6 FOR MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"� SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1-p TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. MASONRY WALL BELOW: USP 44. HTA1 6 @ 4'-0" O.C. TO GABLE MASONRY WALL TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'-0" O.C. TO GABLE SEE TRUSS PLAN TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = V-0" 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 X11 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 @ EA. STUD. TOENAIL EA. TRUSS TO NAILER W/3-1 Od USP JU26 OR IF 2 PLY TRUSS USP JUS26-2 TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) SCALE: 1/2" V-0" ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR BLOCKING INFO) -MASONRYWALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" 1'-0" LOW ROOF[WAL SHEATHING ATTLACHE\D PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTIVAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ USP MTW 12 TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/-­' z- (2) 2x6 BLOCKING UNDER� FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN EXTENSION SEE TRUSS JUS24-2 EACH END MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION @ BUMP OUTr3q'N� SCALE: 3/4"=V-01' ��j DETAILS & SECTIONS 0�2 C) < ri _j V) (D a) C-10 4_j LU M C:1 U — 0 LU -a) Ln �Tm E 0 Cn Cn M V.M -2 p r­ CN LU co 0) M CU co E 8 -o co J2 .= 04 0 0c, _T_ I-- U_ 00 :5 - co 0 (D le C, - CL < 0 C" Lo 0 CL I < 6 A, 8D. N C B D C Nv owv1'/ E P13 r in-, - 0. 's ;:5 . U, �_ in %�_ :tu f L-6 LU Z I& ten 29 I � `.,n &Z %ce - _ To the best of the Engineer's IZAA g,14 belief, the structural plans and ons contained s,!q wi hinthes dra wings 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) 0 z r*4 0 r, C) 0 > ro C:) 0 M N z 4-1 (n (0 Ln _0 tn 'I- a) Ln LL z CL >, - ro (y_ U fu _j 00 %­oo z E z C:) WUj _j 0 z< 00� EUE80, .- Lu L13 jz< �::)zz 0, �i Z, Ce 2: � �0. : Eb 2 - 00- W0 Z (n ZZ z Z 0 -0 Ln :D 2: (0 L_ r%%% LU 0 1 2: 0 cu > Ln vi 06 0 : :I 'c, U j7) r.*j U) 2E 2': uj 9 0 u- lu- 0 Zo -4 1C �e r- uj x ou 6 U E.- 2 r,- & 0� 0. i� r-4 <g < U<, gj�.. z Rsg� z LU Ln �Iz- < mo 0 < _j T__1 LU < 11,18 z U 2 �� U< W08z U z Ln z z wi an Ln Z � 0 ob '01 LU 0 �171 <Z 1`71 r__1 I CL U0 SCALE AS NOTED DATE 1/5/2018 TECH: MJAMES VERSION N 0' 10 SHEET NO. D (1) USP LSTA30 STRAPS (2)-12d GABLE END FLOOR SEE SS FOR RETROFIT BENT OVER TOP PLATE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ ( )10d X 1 1/2" 6 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. MASONRY WALL CONNECTION. (22) 10d NAILS EXT. SHEATHING A BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO q O SEE PLAN FOR CONN. 2x CRIPPLES 16" O.C. @ (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASNORY & 8d BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x STUDS B ADHESIVE TO 8" O.C. EACH SIDE END SILL. MAX. EXTERIOR HEADERS • • 2x4 CONTACT SURFACE q 2x4 #2 BLOCKING U.N.O. ON PLAN IN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ;; IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. THAN 4 FEET BUT NOT EXCEEDING 6 FEET. SILL PLATE W/ MP3 CLIPS EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END •• CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D •° • • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK JAMB INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 10d (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD FLOOR TRUSS/ END OF OPENING TO STUDS ABOVE PLATE NAILS & (5) Y4' x 2 Y4' TAPCONS SHEATHING (MIN. 7l16") NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '°• VERIFY W/ PLAN JOIST SEE PLAN 8d NAILS @ 3" O.C. (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHING (2) -12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"o•c• FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 10d NAILS & (4) Y4" x 2 Y4' TITENS AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" =1'-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. WOOD WALL IS BELOW USE (2) MSTA36 _ SCALE:3/4�� -1_ 0�� GABLE END RIM JOIST END OF WALL UNDER 10d NAILS & (4)Y4"x2Y4" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 10d NAILS OR (2) SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 CONNECTION INFO TO - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE E IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT BLOCKING DETAIL GIRDER/COL. CONN. @ 2nd FLOOR HEADER CONN. @ 2nd FLOOR 1 2 3 4 SCALE: 1/2" = 1'-0" AS NOTED SCALE: 3/4" = l'-0" SCALE: 1/2" = l'-0" SEE Q/S4 FOR q USP SPT24 @ EA. STUD W/6-10d 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. — 2x8 OR 2x6 TOP JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @HEADER LOCATION SEE (2) (2) REQ'D TYP @ 24 O.C. O USP LSTA24 W/(18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN o°o u°o o°oo°o CRIPPLES IF LONGER THAN 8" TALL. P. 2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & (11) 10d OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS 2 x 4 #2 SPF STUDS W/ (22) 10d NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD USP SPT22 W/ (6)-10d TO STUD & NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER ° G (4) - 10d TO PLATE SEE PLAN FOR CONNECTION (2) 2x HEADER SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER COL. SIZE (2) USP MSTA36 STRAPS CENTERED SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. w/ (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN CONNECTION DETAILS FOR 2 x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EITHER USP OR SIMPSON STRAPS 12d NAILS 6" MORE INFORMATION BASE PLATE O USP SPT4 EACH STUD OPENING LARGER THAN 4 ft (2) 2x 2x CRIPPLES @ 16" O.C. SILL PLATE W/ MP3 CLIPS EACH SIDE FLOOR SYSTEM OR 2-STY. FRAMING ARE ADEQUATE ) & O.C. TYP T & B USP SPT6 OR j PRE-ENGINEERED @ HEADER / JAMB CONDITION W/ (2) 12d TOENAILS T/B SPT8 @ 24" o.c. C B H B C FLOOR SYSTEM OR IF BUILT-UP STUDS ARE (2) - 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. SPACED W/IN 6" FROM OPENINGS (2) - 2 x 4 SPF FEET). IF OPENING IS GREATER 2X CRIPPLE AT EACH END OF (BLOCK SOLID) AND MULTIPLE STUD PACKS TOP PLATES THAN 4 FEET, BUT NOT EXCEEDING OPENING NAILED TO STUD 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B OINTERIOR HEADER PACK W/ 10d NAILS @ 8"O.C' INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS PLYWOOD ATTACHED PER USP HTT45 BASE W/ _�L4L 2 x 4 #2 SPF STUDS B (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL NAILING SCHEDULE (18) 16d NAILS & %$" AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ WOIST SEE PLAN ANCHOR BOLT W/ BOX HEADER SEE PLAN F F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) TIE BEAM CENTERED W/ (8) 10d NAILS \ MIN. 6" EMBEDMENT — (2) LSTA12 WRAPPED (2) 2x TOP PLATE UP D BASE PLATE ARE NOT REQ D TO HAVE & (5) 1/4 TAPCONS. PROVIDE BLOCKING AND OVER TOP PLATE 2x CRIPPLES 16" O.C. W/ USP SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B CONTRACTOR MAY USE BELOW JAMBS SIMPSON MSTAM36 W/ (7) _ ° ' SPT22 & SPT24 OR SPT4) 10d NAILS & (4) Y4'x2Y4" CONNECTORS @ TOP PROVIDE (2) CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING TAPCONS INSTEAD OF USP SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS ATTACHED PER NAILING SCHEDULE 2 ST. I NT. BEARING WALL STRAP. EITHER STRAP IS FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. ADEQUATE MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. 2nd FLOOR STUDS BELOW HTW20 @ BASE TO HEADER 5 LOWER ROOF. � 2 STORY COL. GIRDER I � � (IF CRIPLLES ARE LESS THAN SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" 7 SCALE: 1/2" = 1'-0" SEE STANDARD CONNECTION DETAILS MORE INFORMATION 8 LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS HEADER REQUIRED AT TOP PLATE FOR TO STUDS TO MATCH 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 HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS @ 24 O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE TYP. THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN USP MP3 EACH * FOR OPENINGS END LESS THAN 4'-0"WIDE, HEADER/STUDS W/ (22) 10d DOUBLE 2x4 (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" O.C. ° TOP PLATE SILL MAY BE ATTACHED W/ (2) - 16d OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" W/ (2) 12d TOENAILS T/B ° TOENAILS @ EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER ° 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/C � (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS �qT Np 2x STUDS 16" O.C. 2x CRIPPLES @ 16" O.C. INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F4 ,�-r4 TOP SPLICE @ W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF (2) - 10d TOENAILS AT EACH END OF END OF SILL (MAX. OPENING OPENING LARGER THAN 4 ft (2) 2x OPENING NAILED TO STUD SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, H IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, SCALE: N.T.S. BUT NOT EXCEEDING 6 FEET, MIN (3) 2x #2 SPF STUDS @END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2x4 ON ° A MP3 CLIP IS TO BE OF HEADER SEE Q/S4 FOR EACH END. TOP OF 2x8 TO ' INSTALLED AT EACH END REQ'D JAMB INFO FLOOR DECK BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING WI(22) 10d NAILS (2) USP MSTAM36 STRAP(S) 2X CONT. RIBBON W/21d NAILS NAILED TO STUD ��PACK W/ 10d NAILS @ 8 o.c. FLOOR DECK CENTERED W/ (8) 10d NAILS �;; & (5) 1/4 TAPCONS. TIE BEAM @ 3O.C. 2x4 BEYOND AGAINST 2x8 DOUBLE ° CONTRACTOR CONTRACTOR MAY USE 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 10d NAILS & (4) Y4"x2Y4' BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL s 10 SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = l'-0" SCALE: 3/4" = 1'-0" 0 CM — 0 o co zC, U) a z cn U 4— w � V) o co ti U —3 M co m G f0 M 10 'O M 000 _ UCD c LL Co Y ¢ m Wao Lo O C"a a Al I ®® N C 8 D C T /r -*� Wtfi o .o. . THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1 . Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOT70 Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW rL-mariw4u ruAonin4u ''0 WEATH R VE BARRIER & MRILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI,1 UNDER DECKING ED FLASHING (SEE DETAIL WP07) NSHING 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"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WF`01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 0 0 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 NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING Fez ON RUBBERIZED ASPHALT RUBBERIZED ADHESIVE ASPHALT ADHESIVE SELF -ADHERED FLASHING----, F_ SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST ETON OUTSIDE CORNER NT M1010 SCORED ------- RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at alI of the following locations: 1. Exterior window and door openings, Flashing at exterior window and door openings shall extend to the surface ot 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: 1.2 The flashing manufacturer's written installation instructions. 1.1 The fenestration manufacturer's written flashing 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 Gaiv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: (D 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 ASTMC1 063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. I 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. WE NOT USED NOT USED e SCALE: NOT TO SCALE EP SCREED DETAIL "ism NOT USED 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTIVIC 1063 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 C:1 C) (D <C ___J LU C:) 0 w I. E (0 CO C) a5 r CN L.Li E 8 Mco M c ca M C-0 -a co .= 04 0 0" co co C-) - CS -he 0 0 qr 0- A I c B D c C=> co M co Z LLI N Z MW 4F rX I- U) Ru L4 UJ LU t LL1 < tL U) c, cl- 3 0 0 C:) M E cp Z CM UJ CD b F- ED El To the best of the Engineer's knowledge, information, ancl 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 rN 0 a) r-, 1­4 4.J C) > J-) Inn Z U-) M Lr) < cL U1 W Q) Lr) Z U fu CL 00 < E oo Z Z C:) WLU _J C) 0 2 L-,�, 0 Z o< , 2: g Z' a: L Lu < 0� Q� U 8 0 �� E.- Z Lu L. Uz< 1--::) Z Z = �J Z (D �! , L4 U) ng- W 0 C-1 U Lmu 8.- �ZE Z8 LJJ X Z 0 Q Z -0 LL 2: fa 0 2: > Ln 0 0 0 r.4 cc > 0 LLJ I,-, 0Z < r- >2<: 8 5 < Lu Z W Z < < ir. 'I'm < ,I- Luce r X 0 Z (114 0 g ce � =) u- 2 Z LU CY '0 12E -q < < "y 5 ul �O� Z 8 2!� L<1 ;4-C �- C:) < 0 g� Z Ln Z ji (:) Z Z 00 0 06 �s LU 2 Ln Z W rn T-4 I CL I V) 1 0 SCALE AS NOTED DATE 1/5/2018 TECH: MJAMES VERSION NO 10 SHEET NO. W P N V USP Connectors > Cross Reference N USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report N O Product Approval No- Basis (2018) Stock No- Product Approval No. Basis (2018)Stock No. N C CU (� (D.� .� O Q� L L O CO Q W Z _ V L� O L U m ` 1 O L� W z Q W J z SHEET NO. PA 1.0 A3 FL17244,1 ESR-3455 A23 FL10446.2 ESR-2606 HD210.2 FL17232.3 ESR3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) O HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the O HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 products. HD412 FL17232.4 ESR-3445 HU412 FL10855.45 ESR-2549 Category/Subcatego ry HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT EL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HtttB FL11496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermaTru Opaque Fiberglass Door FL17747.1 +65.0/-65.0 psf HTW18 EL17244.8 ESR-3455 HTS18 FL10456.22 ESR-2813 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +87.0/-87.0 psf HPMO FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 fL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 EL17232.8 ESR-3445 HUS21 Q-2 FL10655.92 ESR-2549 HU5212-2 FL17232.6 ESR-3445 HUS212-2 FL10655.93 ESR•2549 HUS28 FL17232.6 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10655.98 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10655.97 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 EL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JU5210.2 EL17232.11 ESR-3445 LUS210-2 FL10655,107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL77232.11 ESR-3445 LUS26 FL10855.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS48 EL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 EL10852,4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12326.6 N/A LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852,5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT18 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT206 FL11498.3 ER-130 LTTI31 FL17219.2 ER-0200 LT'TI31 FL11488.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 EL1045B.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 fL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL1 0446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 L850 FL10446.16 ESR-2806 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.88 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.6 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA38 FL10852.9 ESR-2105 MSTG40 FL17244.28 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MT'W16 FL17244.8 ESR-3455 MTS16 FL10458.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10458.35 ESR-2813 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/19.25 FL10866.12 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56l18 FL10886.12 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU68 FL17239.13 ESR-3449 GLTV3.518 FL10687.8 ESR-2615 The products PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 understand these products may have to be removed if approval cannot be demonstrated during inspection. PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Repo rCD t H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR3455 H10 FL10458.6 ESR-2813 RT15 FL17236.3 ESR-3448 H10-2 FL10458.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17238.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17238.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10458.11 ESR-2613 RT7 EL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17238.3 ESR-3448 SP1 FL10456.41 ESR-2613 O SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 BPT4 FL17244.32 ESR•3455 SP6 FL10458.44 ESR-2613 BPT6 FL17244.32 ESR-3455 SP8 FL10458.45 ESR-2613 O SPTB FL17244.32 ESR-3455 SPH4 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPHS FL10456.48 ESR-2613 SPTHS FL17244.32 ESR3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.18 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11488.10 SIM200804 THD412 FL17232.16 ESR-3445 HDO&SDS3 FL10441.1 ESR-2330 V ) TH D612 FL17232.18 ESR-3445 MSTAM24 FL11473.19 SIM200802 M THDH414 FL17232.17 ESR-3445 MSTAM38 FL11473.19 SIM200 802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 0- UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 � - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed Manufacturer Product Description Approval Number(s) Test Pressures I. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru firbervClassic and Smooth -Star (NON -IMPACT) FL2p4g1,g +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) pL2p4gq,14 +67.0/-87.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FLt5332.1 - FL15332,5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (BX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.D psf Clopay Building Products Residential WndCode Doors W6 (SX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7j FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWSA. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0l-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 168 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiaPlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0l-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3Tab,Dimensional FL10124.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - EL7649.28 NIA Borst Tile Saxony 900 FL7849.18 - FL7849.20 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 NIA 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS! USP Structural Conn. see cha rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FLt999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A demonstrate approval I understand that at the time of inspection of these products, the following information must be available to the inspector on the listed below did not product at plan review. jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I APPLICANT SIGNATURE DATE � IwH ire Pm-rf-SWIyP Y ^W W Florida DeplrlawM of Business & Pra69asiorlai Regulation Florida Depar kne d of Business & Prolawwal Regulation Florida Deperkno t� of, Business & P. ofe.iarl Repel des U) Bonding Coda and ftridende Pagel Building Codes and Standards Pw 1 Buikitp Codes and Standards Pp* I Floride Depwbnwd of Sudrle56 & ProfeWwW Regulation Pages, aft � � ♦� ,Mims Product Approval Application Detail 1nm1a Product Approval Application DBLII 1Aawe Btdkang Codes WW.4fanldard6 laws � 0 Product Approval Ap~on Datell Product Approval AppNatlon DaWI 16— CL iiiMM1 i1 PLOMl 42 � O 0 Sad! 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