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HomeMy WebLinkAbout3051 Moulden Hollow Dr3tJ( PoJdat tir" INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS ABBREVIATIONS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius ADJ. Adjustable A.F.F. Above Finished Floor Fig. Footing g Ref. Refrigerator A.H.U. Air Handler Unit FIX Fixed Req'd. Required ALT. Aftemate 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 Bot. Bottom B.P. Bypass door Hdr. Header Hgt. Height S.F. Sh. Square Ft. Shelves ❑ D ❑ ❑ HB Hose Bibb SHT Sheet BRG. Bearing Cir. Circle Clg. Ceiling Int. Interior K.S. Knee S.L. S.P.F. Side Lights 9 Spruce Pine Fir a E 0 F M a 17E] Sq. Square CJ Control Joint K.S. Knee Space Sp Col. Column Comm. Community Laun. Laundry Lay. Lavatory S.Y.P. TB Southern Yellow Pine Towel Bar Tempered El 171 Comp. Compressor L.F. Linear Ft. Temp. C.T. Ceramic Tile D. Dryer LL Lintel Length Thik'n. T.O.B. Thicken Top of Block E= I E I IF 11 F=7 FD- I F17::1 1=7 1 LT. Laundry Tub ---- DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Decorative Ded. Dedicated Outlet Max Maximum T.O.P. Top of Plate Dbl. Double M.C. Medicine Cabinet TR TOWEL RING = Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window = Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter cv D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher Mono Monolithic U.N.O. Unless Noted Otherwise REVIEW DAT L-,I/?- � �E — Ea. Each E.W. Each Way N.T.S. Not to Scale V. VB Shower Valves Vanity Base Z' IP H c (,r ` N Elec. Electrical Opn'g. Opening Vert. Vertical PLAN Ex4mINF.R161 N Elev. Elevation Opt. Optional V.L. Versalam ALL V �. RK SHAL•L Ct�l LY WffH PREVA0.11�K3 I °O Ext. Exterior Pc. Piece VTR Vent through Roof COM FLO IZA. BULL IM 'CAE, Exp. Expansion Ped. Pedestal w Washer NAT0 MSC I� Cf FBC Florida Building Code PH PHONE W/ With AND THE Cam: ���� UA .— Fin. Fir. Finished Floor Pll P.L. araam W/C Water Closet ALL V' CODE rn F.G. fixed Glass PLF Pounds per linear foot W.A. Wedge Anchor N�TIG. � Fir. Floor Fdn. Foundation Pit HI. Plate Height Pit Sh. Plant Shelf Wd Wp W0 Water r Proof AND Tk~ " Fir Sys Floor System PSF Pounds per square foot ORDINANCES co REVISIONS J N 08-20-15 1.0 NEW BASE PLAN I 12-8-15 2.0 ADDED VAULT. CLG. N 12-28-17 3.0 2017 FBC UPDATES 0 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES N g MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT i IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 1E INI ISI JX I Ism Notice to Builder & All Subcontractors S! It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 0 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 ithe commencement of any work. The Designer/Engineer are not a 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 c M the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be 1941 considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. w Payments will be made in accordance to the terms of the agreement. (DV Z M z Z a U) zal C9 � w C6 0 T O c e � U m M w ' ~ ch _mac O O N _t`00 U �. n Q � LO g rn toAl ¢ d I N C a D C J t,sg C Ue O� vo 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. 1f O O Z fV O�n ~ M G Z M Q 'D Ln a cn •,_ Cn Zq Q LL V r *'r Q L 0000 L Z IT W� � Milli! Z W Za 00cU W �O�1Z Cie0. ZJ F- Lu O 0 U. N L LU LU TJJ T U Z vi IM w o U = (o v0 ILu o� cV Zo J L.onQ z g-2 w Ltd E Lu LU Z°`g �QZ u � O N Z Z � Z 'q' 0° O 00 g z �o ¢ +-11 a cn SCALE : AS NOTED DATE: 3/15/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. C S to 0 N m 02 65'-0" A D S3 14) H.B. _ I _ Oa)w 17'_ j' I A 00 r o OWNER'S SUITE B _ 8'-0" CLG. � CARPET 0 5-SH T 6 pp ---- R&S ---- ir rn BUILDER TO N PROVIDE W.H. APPLIANCE p PROTECTION 2'_6" PER BC WHEN REQUIRED 2 CAR GARAGE 8'-0" CLG. 20'_Og„ I I I I I I I I I I I I �,a W.I.C. 8'-0" CLG. t� CARPET L T-8" I I I I I 1. $ TIE �- - - - = M0 w I 00 G N S3 64, c ' N (4) 2x4 #2 SYP STUDS JFIBERG W/ USP HTT4 @ BASE RROU 4'-0" I �'� io FAMILY R M I 9'4" CLG. ( CARPET 23'-0j" 0 2668 HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROO EDGE OF SLAB 2" BEYOND WALLS S3 _ 1 I/ 1 I 1 1 IlxI L K (4) 2x4 #2 SYP S3 STUDS BASE I cr I 0 I I O I I 0 I i O 2 i I w I I > t I Or I I I x I I I I I NOTE: FINISHED I WALLS TO BE I I FLUSH. VERIFY IN I FIELD. I __-__ _____ CC D S3 G.T. - I I i I I I I I I I I I I o �p IT o - TYP @ 1 STORY A O M t�l 60"x36" SHOWER S D - T1111 ---------- &S PT. W OPT. D HI 2:12 VAULTED CLG. _ AHU R.A.G. _ TILE , � r 8 8 7'-8" - T-10" 10'-101g„ 3068 0,. I I I ENTRY 8 -0n CLG. trc 9'4 cL in , 6„ 11'-78' I 6'-10" "' -HDR AT 7'_4- 4'-0" R&S - - - _ R&S - - - - -„ 4'-78'-8" iv ------- 2668 ib°° 5'-4 " 14'-6" = 2668 r 6 4" M Am N I T-6" 0 O eo I o I PATIO CAFE 8'-0"CLG. vi CARPET E / I O 0 5068 B.F. BEDROOM 8'-0"cLG. CARPET - i? 10,�„ M 2 BEDROOM 3 8'-0" CLG. CARPET 10'-42" 00 _� z ro N _ in CO J I I 2' 4' I 14068 B.F. I BEDR OM 4 8'-0"ICLG. CAI 11'-0' o 'v j j I OPT. REF. I g P r"D - - -- - ? 8 U, MU) cow MW O / N 20'-6$" W===; Q J U - _----___] D.W. oa o� 'L _ ?' _ J 8 ' „ I 2 I „ ILE SI Kwl ISP 2,_ 5'- -v / 00 // / I � / I "booI 1Y o w vo ,n 16" DEEP 00 06 I 2" I o0 TYP 1PANT STORYNGF:= A TIE ■ ZAD AC FIBERGLASS SURROUND N 36 ----_ O O -7 H B� EGRESS EGRESS A OS3 O HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 25 S.H. 13 20X38j 184X37i S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18 X62 S.H. 16 20X72 18 X71 S.H. 432 27 1/4 X 26 26 X 25 � S.H. 433 27 114 X 38 N/A S.H. 34 27 j X 501 N/A S.H. 33 N/A 26 x 37 1 S.H. 34 N/A 26 x 50 S.H. 435 27 J X 63 26 X 62 1/2 S.H. 36 27 J X 72 26 X 71 1/2 S.H. 22 37jX26 36jX251/2 S.H. 23 37 J X 38 i 36 } X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 i 52 } X 37 i S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swim Ing Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 (D +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 GG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 11111i1111111111 - • • - TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B 111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) r' CD z o z�z Q a z cc N C9 � cn .l...r w O w E 0' � U CD m N M l..0 W C toLe �0 M ooCD _" U83 0 Q o�i �o-o Q o Al1 B D& N�C�B•D�C .,� B-D � ►► il! / � y,,,, G N_. rn w, ' /UUI a� � rn � o � x 0 = g li l w 'WHO- S O -".S '15 o � ,`tip UU1 lal3ESS1 d , ��Il11N11t� o � ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O O Z C*4 0 � 11 I/� M -+ O „ M Q U-) Ln d cn •� '� N U_ CL ce U a (o a E� z LULU C:) d• .i W� za 2Q�U MH z � 8 C J T U u� g W agoZ L ^ 1.L 8 � cri CcQ Ce Oa3 M L �a U _ LLLI LU o a F0 8 o � 0W a6� N Q��� Z Z OS w J In r-1 aj tii U N Q Z W ~ O Zg Z COI g UJ a SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4s0 SHEET NO. 1.0 9'-118' Z-8 " a fil MIRROR v ! I o 0 50 00 ao = I n .1 .1 Lj 0 co NEL o \ / G M m OWNER'S BATH OWNER'S BATH BATH 2 LJ L� Ej Ll J 0 N ao v 3 Cl) C, IR - \,-� I LJ �2 Ll HOOR. 0 4 c 4 _ (V N 50 C C N o oco Z Q 0 0 0 O D 0 OO DW OPT. a RANGE REF. / KITCHEN ISLAND KITCHEN KITCHEN N M N INTERIOR ELEVATIONS W SCALE: 1 /2"=1'-0" MIRROR ! ' n u7 V co ' U LJ U Li3 TAB SHINGLES. ROOF Z,,) F5 12 INSTALLED AS PER MANUF. �5 T SPECIFICATIONS T.O.M. HDR HGT. 1'-O�� -- ',--------- F�------- - ------------------------------- -- -- - ------ TEXTURED ❑❑ MFE] D M El� F1 FE] '0" '-opo CEMENT ICIOUS a El D 0 DFF7 FINISH ON C.M.U. CEMENT El to I � F.FL. t +3" SMOOTH F2 TEXTURED BAND 3 v a Cr Z co 0 N DD Z d' m m 14'-0" RIDGE VENT = 12 �5 T-0" RIDGE VENT tc 0 o�l1 12 - i 51 12 �5 FRONT ELEVATION - B1 3 TAB SHINGLES. ROOF s— INSTALLED AS PER MANUF. o _ SPECIFICATIONS --------- � -- T.O.M. d °O HDR HGT. o— — — — — — — — — — — — — — — — — — — — — — — — --------------------------------------- 1.2 2'-O" o E TEXTURED CEMENTICIOUS oQ 0D g FINISH ON C.M.U. cfl (TYP.) ca c — — _ F.FL. ----------- --------------------------------------------------------------------------------------------------------------------------------- SCALE: 1 /4"=1'-0" �I LEFT ELEVATION - Bl- SCALE: 1,4.-,.-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 wl portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions; with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA/ SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of !Twit -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed z z� rz Ln (D T0 OLU E U N Cl) Cl)LU —s ■ ~E00� L2 o00 U- INNIS�U 111�1i, Al ' N C B .. C4 CIS W U)HE Z A m G Ch }` 10Z Z�F E <A2/f11111111Jo W N Cj U U To the best of the Engineer's knowledge, information, ation, 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� 0 c (n M 0 co Q 'gyp d- z Q"Na) WON CL QCO Q CO u z Z fU W J MJ w z d z 0 $.0 Q0 W2Q Z Z Z $ J T..� i No i * LU w 1� Z 1 Q a 3 w U fa Q oLL 0 �696 • U— d��g Q� Z W ^ g J r-1 LLJ Z a LL � L$ aLU O N Z Z " m 0 000 g W SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4w0 SHEET NO. 3.1 VENT L 4' 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. T.O.M. 6'-0" SPECIFICATIONS HDR HGT. -- —---------------------------------— — — — — — — — — — — — — — — — — 1 ,-0" EXTENDED OVERHANG TO TEXTURED BE CENTERED CEMENTICIOUS CD ON DOOR FINISH ON C.M.U. coon(TYP.) 14'-0" RIDGE VENT !I a Co E of = 80 REAR ELEVATION - 61 SCALE: 1/4"=1'-0" RIGHT ELEVATION - B1 E: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 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 vdth Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO, IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. L Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT —Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed m z z� a zcl 4--+ W O W � 5 M CD '- U W m �C., co C t0 fM O a N _ U U-� 1O Of ¢ rn ur,Q of a o BID \ // ! J ' • N l' SE'' z w • J Z W "Kip � g z 91rrww �•� C LL - dy LL®��. ESS1 W a;a. �"PAIIIw"' El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z� 0 � n I•%I U-) M O z M Q V 'p In a tn•�� Un H� C LL In . C, . V Q C 00 �. u z § E Z W Jz oeo VJ 'zoo z z B Q gow 0 W CE i® L 0*1 W 8 LJ 0 Z �UJ o z U a Q Q� LUJ o w o96 tY Z d^.oLUQ .--1 LL o J ,Ln-t W W E Z U N Q Z Z W~ a $ 0 NO 00 Z g = ` w r, +-f a V) SCALE : AS NOTED DATE : 3/15/2018 TECH: M)AMES VERSION NO. 4n0 SHEET NO. 3.2 3 v 0 P N N I 00 S m d S d S N N Ir i Z CD N S. E 1.2 is E S 0 c c Jq N L� U E C UI Cl- Cl- v a� .o 2" 1n 04 iv 2" N 00 CD 1• VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, I�^I DETAIL TO BE 1" 2" OPENING VARIES 2" � BUILT W/ STUCCO. EDGE OF OPENING 1'-10" ^� N 12" CAP 1" RADIUS 1/2" RADIUS 31/2" RADIUS 3/4" RADIUS4 1'- 4" 1/2" RADIUS 1" 4" VARIES VARIES _a _ r>, rN L CAP G N 1" 1 1'-0" 1.�r. 0 Cl) '- Cv 22" J!" 1 1/2" RADIUS VARIES VARIES AN V 1-4- 1" 1 B 1.0" 1 B 4" '2" 4 r>tv tN 4"42-�' N �v � �N 3" 2" � ci v lCl � CD VARIES 12" 2" 2" M 34 11" 1" 1" 1° 2 1/2" RADIUS BASE Ln r cD �' BASE v 1" 1 �-8" V" I • 1'-0" 14 N -I 1 12" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BYLD COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OPENING 2"' = 1" -4 1'" 1" in - T I ,i„ 4 • - A" 1-1/2" THICK All 1-1/2" THICK 0 N 101, ^LN � 2q" l. d' I 10" � G N c s S G IN z bra T CV 2" 4N 3. 6" 2" 2,. iv U) W Q (n W Q r N M 2j" 1-1/2" THICK, f� 2'4" G 00 " 1-4" 3" N C co 54, " 1" t„ 12 q r VARIES VARIES 2 N W � M I • VARIES VARIES 4" 8" I r e z r N I _________ N I 00 iD i Rsh iD �,� Q 2, 4t� ,, 6" ,, 4" ,, �'� zo R4�rry KEYSTONE F11 0 OPTIONAL ' 4" GARAGE DR. OPENING KEYSTONE F11 00 OPTIONAL $N 3N 4" L3' 4 ' 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK &SMOOH FINISH • FOAM/T PS MATERIAL IS ACCEPTED 14 1'-6 " 14" 12 5"' 1 -12' 54 ' 1 1" T-8" 4" T-0" 4" 10„ 1,�„ 10" 0 T' —'1 iv iv 00 CD _ N 9� 1 iV 4. 1" 1" G O G tD (V Ew CV - 00 E?�9 1 1" R10•• r 12NN CV� �IN� CC�77 - 1'-1" 1" GENERAL NOTES: I I - 0 • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH U z Z z Q a ZC3 V) UI � cn 4--J w �_ p Zj — O c _CDLn U tE -C:) � tNn w ■ ~ � cn c to th � C cm, B D. N C B D•C W v N R N Cl •� ^ 9AZ 09 J Z — P) M 1• NIL ' C LL 1.1.1 02 W Vaa� z Zp�;$a W;a H W 8�i5 Z o� m m W N ❑❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 0 � N 1>-ICD M Q � v `n HCL V CL a 00 E Z WJ 00 Z W QZZQag �4O0 zz R .J �I LI G f J SHE ~ W yy� /� r4 C z z M F gLu � O = 1 � ^ LLB I-.— W o u- 146 0 W fV i�Igg 510 *k Q Z u,3 $a O off J r-I Q L1J Z� < N O Z -{fiz ° 00 O t 4Z J Uj i a W ,--+ a cn f SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. F1 x co g N N N it -o co A J cc 0 N ao d E tb ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET fLlph � SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ,Or EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 200A INDOOR PANEL CENTER #14 copper to lights & outlets MEMA 1 AMP #12 copper to 20 amp ckts 200 #10-2 copper to WH #10-3 copper to Dryer METER II MO -ll 2/0 or 4/0 SER Alu 200 amp 150 amp isc nnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING 114 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 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. O PUSHBUTTON SWITCH (OPTIONAL) ;- I \ to SD SMOKE DETECTOR / CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) AC PAD / -- G 3 TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) DEDICATED RECEPTACLE H 13FOR MICROWAVE RANGE ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. GFI DISC. HOOD PER SPECS O THERMOSTAT ELECTRIC METER CL ELECTRIC PANEL i DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN 89 (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH QI ul MCD MAIN FLOOR ELECTRICAL PLAN SCALE: %4°=1 t-0tt UI Z o CO is Q a U) z W C 'N W .0 0 W Ln Lv E U &M M W C t0 M N = L LL 00 2 Ly N cm O C� �Tj�N O O Z Z C11> F LL 4 N. W LL i i aLL, i -S m E Z � � CP ¢ M W � N p� ��j o N h UZ 4 C) U U I- — To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1< 0 0 Z N 0 1� I> V)Mp M Q ' 0 V) U � _ ZQ IQ- ^ oC C j ��„ a El Z W W zaa fZ z F a as a. w OQLuU ZWwIX F�UzZ �g0w C. L V z �i z w n3 M ..I w W 1 V = Q� � OLL 0 -i 7 L �Y u,I U 0 8 a < Q UJo Z ^�Uw Z *"� o' X r-I Q LijJ Z~ z o N *k C:) Z �$ o g = Mn r-I a u') SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO- 4mO SHEET NO. 4.0 00 �I00 E) x ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators(Must Provide Upper Ventilators) Ve(ntttAmt Amt. Req.Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of Of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN 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 11300 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 save or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verged with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. ` (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) 172 - 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 Roofl - 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 (DL z z Q cam a CJ Q� 4 -J w f� o w O51 ~ U 0 m W ~ ■ dM C l6 C-n C)O C', t ' All B D • °� N aT .... E CA U) Z � �f N rn• PJ�;,, J�•`; a wA r. W Il(�fIIIt Z rnY iW N o o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N 0 W N :LJ I, -I M O M M I^ L zrL Q �LLLn I-- U a o Q ;P0E � M W Z J 0 MJ w" za V z W RX-i 0M L V g z >// �3 o ¢ z a U p W o Quo oig . m 0o Q Z l;-�Q Q ce J rl Ln T-4 6i Q W c Z %,9� IQQ-Z� W$ N N Z m 06 g W+ = ,--I a to f SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 5.0 rl W ua z P- C-4 n to 0 N co m d 0 CN to N ao c d r IE ■ NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" 1'-4" 7-10" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2a" T-1a" REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY •• � •°• ' • •• • • z U.N.O.-----�E= (—� ' N S3 H.B. 3'-0" , — : — — BUILDER TO 7 co Mr.. 4'-0" PROVIDE p APPLIANCE 2 #5 REBAR I 0'-0" I :: I PROTECTION WHEN REQUIRED I VERTICALS w/ in I FILLED CELL ■ ' I :: : PER FBC 35'-4" 20'4" 3-1/2" MIN 3000 PSI CONC. ^`F 0? I SLAB FOR HERNANDO I I (: K N I J COUNTY ONLY .- '' S3 r I S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-7a' 4'-9" 4'-10" I VAPOR BARRIER (: I I 4 I- II r 5'-3" V-10" T-6" CN *FTGC',SLRM = 00 Cl) I I I P. W T. D -3 1 /2" 2'-6"x2'-6"X1'-0" I W/ (3) #5 E.W. �._ _ _ _.� T-5" 7'-1" (2) #5 REBAR 2'-6" x 2'-6" x " I :: AHU I I VERTICALS w/ in W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A I tV K CC S3 � S3 ici FILLED CELL I c� -' CJ— _ _ _ _ � o co I 25', 1 9 -51 $ ■ 5'-0" CO ' 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. I �-4" I L Cl) INDICATES FILLED CELL wl 3000 PSI I I PROVIDE Y2' x 9" LO CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT. OOR SLOPE S3 CO "' W/ (1) #5 REBAR VERT ABOVE SLAB 4'-0" I 4'-4" 4'-6" TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE 4" Ak �1 ' HOOKED FTG. DOWELS 5" EMBED BASED ON 0 -0 BELOW FIN. FLR. ■ : ■ ■ if W/ 25" EXT. ABOVE SLAB "GRADE 40 I j LOCATION I ................................... ......... ' ' ' STEEL" L .... _ .......� ........... % 16'-10" ..12'-10" c 4'-O" �� I 'n STEPS AS �� PROVIDE 1 Y RECESS I REQUIRED PER FIELD FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR OPT. .......... : •' ' ' LOW WALLS : ' ' ::: CONDITIONS WIDTH - - - i i CJ r - - - - CJ REF. :. -� �J CJ. • CJ! ■ ■ i �— _ - - - - - - - - - - - - �t—I- - - (-- — — ��— rt i� ---- ----- --- -- ----- � -- :: —j�- - CHASE TO I D ° I TYP 1 STORY U.N.O. t � C •' W. .. N b I I D. I I I :: ;. ,; Ili t q 1 i � --,J �- L-- III 0o in in I % I -- SINK / DISP -3 1 /2" 2•_94 . I Ili t co t TYP @ 1 STORY H.B. U.N.O. A S3 V-9-R' I_ T-2g ` I. 5'-0" L 5'-0" L 5'-10" K]5[I]Y 2'-10v, " 1 T-11 FOUNDATION PLAN. SCALE: Yn"=1•-0" CONTROL JOINT DETAIL SCALE: 1 o .;�: • .r #5 CONT REINF. SEE .. ; . , • '•_ FIND. FOR QUANTITY •• •�• #5 X 25" X 25" CORNER ' �'• ' ' �•' ' _ • ,•'' ••• ' - ••• ' • •• BAR ONE FOR EA. HORIZ. REBAR, TYP. • "• U.N.O. • • ' • *"Alternate: The reinf. bars shall be • • - • • • - • ' • '• cont. around corner by cold bending the bar wl min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" (D Z CD Z Z Q a Z f ^V)� ' 4--J w O c -(D E cfi U � t"n M V = ' C W cM O U C Q OW CD LO aQo A , N C B DO a Otis t @k O �Lji1J o, W t O U U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O C Z 0 q 0-4 fy) O M QQ7MLn a cn •L �t- a°t Q z 3% 0. 00 Q � za � § Z � W J a �o �a Z <t Oa. W Z J�z o.. Lq p W L Q-Z z M CU 1 0 o Lu W hh o O y 96 JJryX U O m *k N 6 U4�:j uj cc Cr W.--I 6rr% L11 Q Z < ti W F 9 Z l� CD z z 100 g L 0 o � f SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO' 4mO SHEET NO. 6.0 In% 02 a 00 N O 2 ii 00 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A H ETA20 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 1 112" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8-8d RT3 610 525 8 - 8d X 1 1/2" E META201 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F 2235 10 -10d x 1 1/2" G 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H jH*0 3610 3105 518" ANCH. 118 10dx1.1/2 HTT4 2715 5/8" ANCH. / 20 10dx1.1/2 J 4350 3740 518" ANCH. / 26 10dxl.112" HTT5 3225 518" ANCH. l(28)10dx1-1/2 K 1 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7 * 6645 5650 718" ANCH. 314" 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 3-112" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 1 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 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 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 DEFLECT►ON, 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 ++) All 'L (B) 77 11 11 1 (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6' *FASTEN EACH (8) 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 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR L ROE PtN LEDGER -(A) - INTERSECTIONS. SPLICING CO TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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 PLANT SCALE: /4'=1 z I V G Z Q Z Z Q a U, z ^,V) 0 w "U — 0 = E C/i � U'M D o n w t— c m 2 O - O <C x ¢ o A 1 o Z M - , F ~ �'* 2 ZO �` C'�`"•� a Iza E �5 LL � W a N of/(tt��>>t 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. Z N 0 c I>O M Q U-)Ln 'Dp ra. cn "C: d- < 0)u- Lli Q 0--N oG U cc) a � � z§� W J� Mj Z W zaa z o Q 8 U z z Z �JO �T7 V 7 v L Q 18 z Z D M LL- o O U = LLzo �o8Lj �0uia Q Cf Z J Ln -4 W W � Z z� a co o C� z ZQQ � 0 0 ,- 4 a v) A SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO- 4mO SHEET NO. 7.0 r��Arre, w 2 "a w L ao m ao Q a Go 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 U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 e a vertical load Safe horizontal load _ I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T FORM & GROUT SOUD �Z��#5 U0 BAR CONT. 8F12-1B/1T "V" LINTEL DETAIL SCALE = N.T.S. t i F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W U 16— BM T I- J o tNOMINAL. to QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-i precast I is = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR IN. AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° ° O A ° we C.M.U. #5 REBAR AT TOP a' a a GROUT MIN. (1) REaD 4 1-112" CLEAR _ D n ° a e J Q -45 REBAR AT = W W a BOTTOM OF cn w - L o-BOTTOM LINTEL CAVITY I � o Cr ci REINFORCING PROVIDED IN LINTEL a ¢ L7 Z Z LL G W u, ¢ •' 3 i 5 REBAR AT BOTTC 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) v5i N LEES' <1 4o AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/detalis 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 O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN SCALE: Y4 "=1'-0" L Z M Z Z Q a z C7 a) cn 4--i w "U — 0 w Lh c �Cn = o co M O o N _ Q, ttia� 0 o A 1 N C•B D C --> •��r, � • chi �i Uj a .w G Z Ll UMW C, A3 a. ....... F E S tr/ f ' \\ti To the best of the Engineer's knowledge:ation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z C4 0 (V N r>•'I M O M Q a) Ln Z F- M oC V M `-4 Q � � Z M W CD J C) J Za jqg? -ow z O�W QQCC J � zq �>� C)" S Z� ,z � O = Lu F— Lu o . 0 az �Ig5 Z J .. W �a LL r-1 X z cc)N C)Z 06 Z :5= �.Z_. W O ,-1 a cn SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO" 4nO SHEET NO. 8.0 00 m z CD co 0 N Q 00 NOTE: B RATE/ ENTRA ON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24 A.F.F. 0 S C 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 R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 i INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS,RE NS AND REACTIONS 0 BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2,2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD TOP GUARDRAIL DOW AT THE 0 OF THE 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 A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "]"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4- MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. WIND SPEED (ULTIMATE) 140 MPH 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. BUILDING CATEGORY = II 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x6.0 W/ 1.4 x 1.4 WWF @ DESIGN WIND PRESSURE: MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) ACI- MCP 2011 STANDARDS. # END ZONE IS ONLY WITHIN 6-0" 4.3. CONCRETE MASONRY: OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. WINDOWS AND DOORS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF ( INTERIOR) U.N.O. CONSTRUCTION 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI GARAGE DOORS (V =140 MPH) MINIMUM. TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E =1,400 KSI NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 1 STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE H A U FLOORING 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND S SUCH SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS, FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN GREATER SECTION PROPERTIES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS To THE ENGINEER of D. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THETHE 'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METALIPE: ASTM A535 Ksi GRADE0 SQUARE METALTUBI TUBING: TM' GRADE B3Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy ITH G90 NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. -87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO LFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 UPLIF7 ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided, The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler ssyystems including all risers and spray heads shall nbt be installed within V-0" of the building side wall. 4. FBC-R R318.7- T2 provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If min II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 Cncrete okerpo and mortar along the foundation perimeter must be removed before exterior solltreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior verticlal chemical barrier must be installed after construction is complete, Including andscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. zo0 z� z� Q a Cz C), crn 4--J LLj r w Of Lh Of V(z ~ U' so mn M C',w F- WcM O O N _ 0 Cc <C rn 0 olio A B 1 D. N C,B D C till sii* •��; t7 Z,� w W < ZLIL g"'Q,: ci��:P Z E o�°' ... N W 4l "•� QFES ��. �o dy l�I/lllll \ U � C7' To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV 0 n > Ln M C M j rC In V) O Ln Q C LL On `� IY �j a '-I Q O § fu W Z J el- Mj cea za �ZOS gWz� zZ _j �- W 0 r o Ij Z3 z 1 Q _ f W o u_ cV- o� a DCo o Z W L n a 2 a J rl W di Z�� Z O rJ Z Z yrj m O O :5_ W o rn '4 a cn SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE w 15/32" CDX PLYWOOD OR 7/16" OSB+ + RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (uft) 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 21NCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + /+++ ++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 518" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 518" or 3/4" wood panel 90 2.0 2 x lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap i FILL CELL STD. 90e HOOK BOND BEAM w CC STD. 90e CONT. #5 BAR HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCK►NG/TJI i MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small 2" min. 2" max gap • � 4 max. Q-7 Clinch nails when possible 1) Support back of web during nailing to prevent damage to IF web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15nnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack _ * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate in details in One 10d box areas--20 of high or--20 sinker Nlateral load. nail each side 10'-0" at bearing. ol0 TANK -LESS W/H m rn CORNER OF HOME g GARAGE SIDE x J to o � N �I w ea � H C G 00 O 5'-0" Q c�bu STUB -OUT FOR 1'-0" C 9 GAS METER O o � U 9 ~O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1 SIMPSON HTS20 OR (4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q'/ Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D A I (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or04 Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s® 9-1/2" _1 —1-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d I BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT wl(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION �- beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. upI-Jto t can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6 2 D L AY 67=ROUNDIN DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THANTHE WEB. PROVIDE AT LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ty" 8 V-0" 1'-1" 1'-2" 1'-2" V-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" Any 16" joist _ 12 V-0" 1'4" V-2" V-2" 1'-3" 1'-9" 2'-4" 2'A 1" 3'-7" 4'-2" Span (1t) 16 1'-0" V-1" 1'-2" 1'-2" V-7" 2'-5" Y-2" 3'-10" 4'-9" 5'-7" 20 1'-0" 1'-1 " V-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11 " 6'-11 " _ 24 V-0" 1'-1" 1'-2" 1' 3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'd" 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. �— Install tight to top flange. SLEEVE THRU STEM .. . SEE PLAN FOR °• a . • FOUNDATION INFO ' e STEM FOUNDATION \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1l4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE . a i—REINF. SEE PLAN A/C =HASE4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A e SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" • REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION a e 4 L al dd 'e , Z • • • a•• • '4 w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d ea. e f ea L a a 4 ed a e a SEE FND. PLN. SIZE & REINF. e. 0 zo z�z 0 V) (D 4--J w U •— w e i� CN%' U c U-i ' ~ �M M G fC0 Ch O Co = Qj 0�1 t 11 00 rj Q rn d A " C•9-D•C .�C? 01 U) Zri $ W <r• �z o ��'•. Z W N OFES 0/hill �a To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N 0 }(V 1�4 M C M Q�'pl!) to •L d' I'. a .-. z <L Qc 00 Q z � WJ Z � 1000 d' W Zn f� =80 XQQ jZZ SSW y1£ J ¢CW oe { n 8 p L V � LU z V f pC z 1 Q O U = (� H �W O •a _.. Uo9S CV U) u4 Q5 Z LU3 Z ti.j g Zg Z O N Z Z ao o � g � Lu f SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION N0. 4nO SHEET NO. SIN 1 I I I I I' I r I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUS M 5/8"HIGH STRENGTH S BOTTOM CHORD OR 2x4 BLOCKING w/ OR 1/2" HIGH I (U.N.O.) (OR %"GYP. TYPE "X" @ w/ (2)16d TOE NAILS @EACH END (U.N.O.) " (2)16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/ HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 21.x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". rE SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < T-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 wl (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE N 5/8 x 10 J BOLT (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 CHAIRS P. ) "' ELEV. 2"°x3/16",PLATE WASHER TYP.)/ (ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR PITCH >4:12 ° A.F.F. a x6W1.4xW1.4 @ 24 O.C.) 2 „ 6x6W1.4xW1.4 2 > ° FV (2) LAYERS TYPE I OR TYPE II ° ° °° ° °° WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT ROOF PITCH 4:12 OR LESS. � o• I>'IQ �- o - 68- ° ° ° a �� z ° _FOR a ° ° °ELEV-0-31/2 ° ° ° ° ° ° a p A.F.F. 31/2"MIN. 31/2"MIN. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° - ° ° ,°2x4 CONT. ° w= °°° 1/2"(mina 4" 1/2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. ° ° a ° 4 ° ° ° ° c�.l ° .. � ,-r „r ° _ °.T 12 HURRICANE ANCHOR @ EACH - ° d ° ° a GARAGE DEPTH VARIES °VARIES-- 31/2"(min. - 4" 3 l/2"(min.) - 4.(TYP.) TRUSS (SEE UPLIFT SCHED.) W/ ° METAL PL. UNDER EA. TRUSS ° ° ° MOISTURE BARRIER TYPICAL INTERIOR BEARING °e (2) #5 CONT.R 4" ' 1'-4" 8'r (2) #5 CONT. INSU ION LE SHINGLE ROOF O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C U.N.O.7/16" TYPICAL BEARING WALL @STEP CNAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3ELEV. SN1 VARIES FOR ADDITIONAL SLABINFORMATION.5/8"OR 1/2" HIGH DRIPSTRENGTH vtv°�5ALUMINUM CEILING EDGE""BOARD PER CODE (OR 5/8"LUMINUM FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING �GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA2x NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. SCREWS /DR WALL EE SOFFIT SHEET LOADBEARINGOR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.@ ROW2x BLOCKING@ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8"C.M.U. @ 6"OIC (2) ROWS OF 2x BLOCKING @ 2x STUDS 18"x8"X16" G(1) / FOR WALL HGT. < 8'-6". (2) KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS PER CHART ON FLOOR PLAN SEE SECTION C/S3 FORULATION ROWS 2x BLOCKING @ 3rd PTS WALL HGT. > V-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATIONFOR PLAN SEE CC/S3 ORN LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2"GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANC'OR-t "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. @ CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 24" O.C. VERT. OR @ 2 x 6"EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR ZX P.T. PLATE 20" MIN. LAP 24" MIN. LAP [ ] #5 REINFORCING E BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 will (10)10d NAILS "' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r ARCHITECTURAL TYP. ASSUMED FINISHED .� PER MANUF. #3 OR #4 REINFORCING BAR w , • 11 A FINISH 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE �, ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi r ' ° o. 1 # VERT. IN FILL GYPSUM WALLBOARD () 5 MONO OR STEMWALL z ° = M o FINISH GRADE °O 25" MIN. LAP 30" MIN. LAP r a1/2" [ ] [GRADE 60 MIN. F - 60ks1 CL°LU W-F U.N.o. CELLS (SEE ° FOOTING MONO SHOWN o = D w - FOUNDATION PLAN FOR CLARITY D � _ _ o0 6 MIL VAPOR BARRIER ;. ° - R 1 7i8" fn FOR LOCATIONS) p D °I> I=i I =1 I I=1 I=III=1 I=i - - Z 04 #5 REINFORCING BAR _ 1x4 P.T. BASE NAILER p ° I i-I I 1=I I I=I I I=I I 1=I 11= z ' ' #5 LAP SPLICE (2) #5 CONT. - 4"x4" INSPECTION o° -1 I =i 1 E9 11=I I I=1 I I=I 1 NOTE: ° D D • e ON 3 GHAIRS " 31/4" BASEBOARD PORT AT EACH III -III -III= I 1=III= I li *FOR BEARING WALL g =III=) I=III=III=1 • COMP. SOIL. (COMPACTED TO ° 36" MIN. LAP [36"MIN. LAP] xx/x(TYP.) 8" 1'-4" 8" FILLED CELL TYPICAL i- Wit UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 10" MIN, 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn=1 _ _ _ _ _ _ --- I I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11=1 11-1 I I I=1 I I=1 =1 1=III=III=1 I 1=1 I =I I 1=I I 1=III=III-III= D1557) 4" 1 4° #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. "-i � �=III=III-=III, ;, I l l � l l l l l l„i � 1, �- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE � i �� i ,III=11 CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT K"G W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 S SLAB INFORMATION. SLAB INFORMATION. E 04 L • • I eo z CV)v- 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 =, ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3)SEE ROOF LAN S.G.D. (U.N.O.) Will OR FIBERMESH N 6 MIL VAPOR > - - Z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR SS ch BARRIER 1 �, a ° , ' = •a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO4. ° . v COMP. SOIL, r o 00 _ ! TOP OF BEAM & LAYOUT DESIGN (COMPACTED TO 95% - (1) #5 REBAR wl OPT. SEE ROOF PLAN ° c < ' °. o a : ° ' MODIFIED PROCTOR ASTM D1557) _ ' S E�I ENCLOSURE FOR STRUCTURAL - 3" MIN. CLR. I BEAM SIZE & r a (2) #5 REBAR CONT. 4' PLATE PLATE. CONNECTION INFO c•� _ e • 8 ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 NOOK (SEE MIN. Ins• � I U.N.O. DETAIL) O.S.B. 2x4 #2 SYP P.T. FRAMING wl TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING SEE A/S3/J/S6 8" FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 COLUMN LOCATION ¢ a SCHEDULE PSECTION 1/2 GYP. BD. SEE TYP. WALL OR ADDITIONAL P.T. 2x > J SLAB INFORMATION. HOLD GYP. BD. � "' SEE FLOOR PLAN FOR � �� � 1/ CONTOM SLAB. BEAD SEALANT Cn w STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO, SLAB STEP &RECESS S.G.D.M OPT: DEPRESS SLAB 5Y "- SCALE. 3/4 1 011 "- - S3 DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT .. • d a 31/2„ SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14� O.H.D. RECESS z 13" c O.H.D. RECESS E • GARAGE ATTACHMENTS & 18/D1 1.11 O.C. PAD FOOTING PAVERS CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .. EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. TO FOUNDATION PAD _ '. r ° • ' . • . ' ~ • • STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. N .:• :. ' r' ` ' ' ' : �' . '' �. ' '= PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M • , = •; •. • :. _ •� _ " . I ' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 ? 4 ° .. 4" I oQ i. oQ .. ' ' TENSION 120#) CONCRETE SLAB E M FILLED SOLID (SEE PLAN FOR _ __ _ _ _ 4 ° : �. .- .. .'.:. 4" .- °d 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) w =III=III 0 .1 - d d. =1 I I=1 =1 =1 =1 '•: •, ::' _ '�• .. I '•: ' •.' :�' �' c WWF OR FIBERMESH '' Z w 1=1 I I=1 11=III=III=1 I w III -I I I • ; = d _ _! rl I I=i BRICK PAVERS or SLAB PER o w cUj -I -III z n w p o = -III-I ! •' • °• - -_ - z SEE A/s3 OR J/S6 SEE A/S3 OR J/S6 �' I iv ° M 6 MIL VAPOR = P - �, - == 1 1=1 I=1 1- I ~- -- Ti -III -I I I=1 1=1 1=1 11=1 r 0'-0" FIN. FLR. COMMUNITY SPECSLL _ - I I=1 =1 I I=1 I I=III=I I I 1 I 1 I 1=1 I E III I I E9 I I-1 I I=I 11=1 1 III -III -III= FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =III =I 1=1 I -I I- I I -I I I=1 I I- I I=III-1 11=1 11=1 I I 11 =I I I 1 I 1=1 BEYOND ''-i 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) -III III III III- i-,,,-,,, ,,, •'•a ...•. ••., =1 =i i -' '- PAD REINFORCEMENT 3"MIN. CLEARANCE 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4" 4" • •• y SEE FOUNDATION y :' •'.. (SEE SCHEDULE) FOOTING WIDTH • .� CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J•1 GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K TAPERED ��� iii "����� COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:&a"=i'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. Z Z Z A U) z c (3) 4--J Lli 0 e U W � In _ Mn U A tog tv Q L v d A 1 B D. N C a D C \ BD o �,. N f M t ,. -J W g � _ N $ LLJ Q. z �7 d . a y� N o JG` Wa N•. E 1. m 0 F ES To the best of the Engineer's knowle i ion, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Gth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O CD Z N 0Q)� 1 t>i Ln M O M Q L 'gyp Ln a cn •L d- N� LL fl. Cl 0C U p_ ' I Q CO C Z LL, W mi Za vJ J an. o U W Z W OC� viall Iaa J U g L Z LU o 0 C U =x < 9 ad 1_01 - - O W .4ar� k N U oL pi Z J ill Ln r1 W �z�Qa•• fVO Z Z Z N Z U uj SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION N0. 4s0 SHEET NO. S3 i \Np) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SPi w/ (10)10d NAILS AT EACH STUD N 2x P.T. PLATE I5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE ----- 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT� SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID F. POINT EVERY OTHER STUD W/ (3)10d NAILS co N 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —� AND FILLED SOLID W/GROUT I 1 #5 VERT. IN CONC. FILLED CELL W/ m STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. x co co N �I a 00 MOUNTING BASE NOT SHOWN W FOR CLARITY SEE DETAIL E K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB ��- TROWEL FINISH SEE In GENERAL NOTES SLOPE FORWARD\ -9 I FOR DRAINAGE c SEE PLAN FOR FOOTING DIMENSIONS M GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. W 1/2" MINIMUM CEMENT FINISH STANDARD 3"DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) --� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 •• li �_IIII Illi'� �IIII IIII'� NOTES: iO 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE G S4 J c 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY :.., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. ° ° a e BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. c m 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL C L EXTERIOR WALL 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) LBLOCKING USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END a WALL ° 1 ° ° w DOOR STOP a ° 0 MOLDING v?n ° 2x TOP PLATE GARAGE V2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. SEE TYPICAL WALL SECTION 12 . (NP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) "�< DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. i—CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 wl (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL-- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . ' 48°SPLICE STAGGERED 2x STUD @ 24° 10d @ 8" 0/C O.C. MAX. Vj s�gNO • ' PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. �0 STAGGERED FROM BOT. ATTACH ALL SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ 44116d TOENAILS TO P PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC TYPICAL INTERIOR NOW AT LEAST 4'-0" LONG. TYPICAL OVER STUD BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK KK TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON Q SP4 SP2 SIMPSON SP4 gP2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING If /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING 2XPT HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SECTION SEE SECTION AA/S1 FLAT STRAPS PER CHART ABOVE TO BE BENT PLATE AND BB/S1 FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF �H� 2-ROWS 12d NAILS STAGGERED @ 12' O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10dx11/2"AT EA STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. SIMPSON HTT4 TYP. op00 FN�NC'i U 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL / / ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° o • DTT2Z wl (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PI ATE) SIMPSON C SP4 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING N N BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD $4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0 SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM ° 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. LO UI z z� z a a z V) 0 W �_ p •V — 0LU01- = IM U o m N & C, W F— O N �p LL 0D <�,$o 1 B De N�C B•D•C F, •' o €�'• o _ r� J U_p ° Q W z .w 0 r ,� V m N 0 o Z � ,. F �• 0OFES 4 fll 9fge, E To the best of the Engineer's knowledit ormation, 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 (%4 0 0) N r>-IU-)MO M QV-(0Ln a cn•�d' Ln Q L L r' a ^ � U M .-4 66 Q C Z W J� �Z W Za a 0 tjz f J USN® Z 2: C M 1 �z U = (� a Q 9W rIII a� 101�Q Z aoLuo W J Lli ri LJ I Q W z$ z o U N O ZLU m � 00 g = a cn SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w! (6)10d x 2x4 BLOCKING 2x4'T' BLOCKING NAILING SCHEDULE FOR SHEATHING DETAIL 2 x4 OUTLOOKER7 " " SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. " " 10d x 1 12" AT EA.7 2x4 SEE STRUCTURAL NOTES OUTLOOKER 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) @ 48" O.C. 16d NAIL "L" BRACE @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE 10d x 1 12 AT EA. SEE STRUCTURAL NOTES " ATTACHED W/ TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2Fx4 OUTLOOKER 1 Od NAILS @ 4" BLOCKING FOR FOR SHEATHIN DETAIL @ 24" O/C O.C. TYPICAL ;4 FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TOP CORD BLOCKING 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL -SEE TOP CORD TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) BLOCKING FOR FIRST FOUR ROWS GABLE TRUSS WEB „ „ DOUBLE L BRACING DETAIL EDGES OF 2x4 CRO BRACE 10d x 1 12 @ EA. " ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES OF TRUSSES @ 5 SCALE: N.T.S. S5 SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL DOUBLE TOP PLATE "L" 2"x4"CROSS BRACE 24" MAX. EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM SHEATHING TYP. � �� 2x4 T BLOCKING 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB MAX. & (2)10d TOE NAILS @ @ g�-0N O/C. EXTEND AT LEAST 90% OF FROM RIDGE FASTENED AT 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT e n L BRACE TO EXTEND • EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END EACH JOINT W/ 2It () ; 10d & (2)10d TOE AT LEAST 90% OF WEB 2x4 BLOCKING @ 48" O.C. 2x6 P.T. GABLE TRUSS SILL RIDGE FASTENED AT EACH JOINT W/ (2) 10d SIMPSON H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL NAILS @ EA. END LENGTH SEE TABLE ( ) GABLE TRUSS "L" BRACE ATTACHED 16d NAIL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING & (2)10d TOE NAILS @° FROM LEDGER TO BLOCKING SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. Ila — J ATTACHED W/ 10d EA. END : l/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD �� �� SINGLE L BRACING DETAIL THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED (2) 16d NAILS BOTTOM ATTACHED 6 SCALE: N.T.S. S5 INTO 2"x6" P.T. PLATE "T' 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. 2x4 PANEL BLOCKING @ 48" 2x BLOCKING EDGES AND 12" O.C. FIELD PANEL W/ (2) 16d TOENAILS 2x4 C IN TOP FASTEN BLOCKING, FASTEN WITH 2x4 ON TOP OF PANEL BLOCKING, 77T5/8"x WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) 10dx3" @ 4" O/C DIAPHRAGM FASTEN WITH 10dx3" 4" O/C SPACED �� @ 48 O.C. @ INSTALLED PER MANUF. 2"x6" P.T. SILL ROWS OF TRUSSES FROM NOTCH "L" BRACE HERE EA. END TYP. TOP & 2x4'T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING @ MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED BOTTOM ATTACHED w/ (2) BLOCKING FASTEN WITH 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 1 ( ) Od 48" O/C GABLE TRUSS 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM SDS SCREWS TO PLATES AT 36" O.C. NAILS AT EACH STUD TRUSS VERTICAL PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w! MIN. 4" EMBEDMENT IN KO BLOCK- MOISTURE BARRIER DBL. TOP PLATE 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) (2) 2"x8" -L' BRACE NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH FASTENED WITH (3) STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK rT� GABLE WEB SECTION I 0 N SECTION 2 3 SECTION ,4 16d PER SIDE WEB, USE MSTAM36 w/ (7) �� �� SCISSOR GABLE T BRACE 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 7 TITEN ON OUTSIDE AS PER HIB 91 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) BACKNAIL W! (2) 16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER 8d 6"O/C 20'-0" MAX "X" BRACE SEE DET. J/S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO DETAIL J ON SHEET S5 FOR N r � SEE STRUCTURAL OUTLOOKER @ 24" O/C @ 2 x 4 BLOCKING w/ {2)10d WOOD TRUSSES TOE NAILS AT EACH END @ X -BRACING, AND TOP M " NOTES AND NAILING TOP CORD 24" 0/C (TYP) CHORD BLOCKING NF SCHEDULE FOR BLOCKING FOR INFORMATION CO� °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1112 1/ ". 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND yx 2x4 RAT RUN BRACING 1 1 2" " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 -- -- TRUSS SPANS NS2 NAILS @ EA. END GABLE TRUSS z ' ATTACHED -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" BRACING 3" AT ' AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" 0/) FOR THE OSB SHEATHING ATTACHED (2) 16d NAILS W/ 10d NAILS @ 6" O.C. w/ (3)1Od x • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD (4) SIMPSON HGAMIOKTA w/ MOISTURE BARRIER W/ 0!C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS � 1/4 x1 1/2 SDS SCREWS TO (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR BLOCKING & (4) 1/4"x2 3/4" BOND BEAM SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION TITEN TO CMU TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL 1/4"x2 3/4" 111111111 1milli TITEN TO CMU ARCHITECTURAL FINISH 2 ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL NOTE: 2x4 "T" ON TOP OF PANEL ARCHITECTURAL FINISH 1 SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ UT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ � 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS _ • THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CON N. 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CON N. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION BEARING LOCATION UNEVEN CLG. L SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-13 SCALE: N.T.S. S5 S5 ADDITIONAL INFORMATION. SCISSOR TRUSS G 45° 2"x4" OUTLOOKER @ 24" 12 (2)10d PER JOINT 6.9 MAX. N .0 MINIMUM 2x OVERLAP TRUSS BRACING m CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 10dx3" O/C 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS • JOINT cc 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) O ALTERNATE NON -DROP MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: ° CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 NGABLE END DETAIL 1) L BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL rj`�� TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" O/C. SCALE: N.T.S. SrJ SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 3 v "L" BRACE W/ 10d @ 4" O.C. 12 3 "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 314" T-0" - 6-0" V-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING Q 12 (SEE SCHEDULE FOR SIZE !2 AND LOCATION) 6.9 MAX. j 6.9 MAX. "L" BRACE W/ 10d @ 4" O/C E 5 (SEE SCHEDULE FOR SIZE 5 38 AND LOCATION) ES5 0 = SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS `v SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES "P.) GABLE TRUSS 0 0 6 cg 6 S5 S5 i CL a. a S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4LEDGER SIMPSON LSTA18 f ��I IIII���—�����f1 �TUDS @ 16" O.C. CONT.BEARING ONT. BEARING DBL. TOP PLATE STUDS@16"O.C. 10dNAI NAILS H HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL 10d NAILS AT EACH GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO30'-0"-SEE STRUCTURAL NOTES SCALE: N.T.S. `4J MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION �a END JACK 1 V-0" MAX. tiro a C7 a ✓,9 CORNER JACK Y w Z 0 U " U� z_o z�z a C W 4--'J Ljj 0 LU E o U w ' N i a„� rM 1 - ,° ,, O O N _ CLI M LL comoo ¢rn 9Qo Al1 B D. N C B C , C, �D NN\\a 1PgR W w `D a p N D QFES� , To the best of the Engineer's knowle ion, 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. 11 O CD Z r4 0�1� i>-I M C z M Q � 'M0 US �; Q CLL� OC U 00 Q � � Z W d- Lu 1 .a FM SU W Z Q zZZ 'x W f J K N L V L® r Q% rl Cn Z Z oC M Q w �3 O 1 U 0 Z '� o Q�P 0 J ..- _.. r*4 Q cc I 0 *k LL ujge Q uj s Z J In —4 W a lJ.l x Z z O 00 N 06 Z Z g Uj N� " W � ,- 4 a = cn SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. S5 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFERTO SHT. SDW2-K1 _ TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX.8" PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6"O.C.FOR *1114 CONN. DETAILS X 4 1X 4 FOR CONN. DETAILS1X `#5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 4 3-i/4" LONG X 3/16"FURRING 3/16" 0 X 3" LONG FURRING FURRING 3/16"O X 3-1/2" LONG #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS TAPCONS STAGGERED 2X8 TAPCON. INTO STAGGERED @ 16" (T,/P) 1X8 P.T. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING a O.C. 2-ROWS INTO 1 DETAIL 2-ROWS INTO 2x JOIST W/ PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� 3 DETAIL STD. 90" ` D. 90 HOOK (TYP.) BAND FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3l16" x 3 -1/2" TAPCON @ 16" Lj METAL SEAT PLATE » 1X4 P.T.— NOTE: O.C. O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL 1 X 4 LAP SHEATHING TO EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR DOOR JAMB (REFER ( D BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL ` JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 10d @ 12" O.C. — FURRINGSIMPSON " �� 2X8 P.T. WITH 3/16 . X 3 ' +2» NOTC @FIRST COURSE SIMPSONHGAM10KTA 12" O.C. 4 1/4x1 1/2" SDS SCREWS 2X8 P.T. LONG TAPCONS 2X8 2x P.T. AS REQ D STAGGERED @ 16" O.C. ` INTO BAND JOIST & 4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL NOTCH WEB AT THE ±5" FIRST 2 COURSESFILLED BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS FILL 16t4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" �. SOLIDW/GROUT ` R 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 i/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * WPI SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) a �: LEAVE A CUT OUT IN O.S.B. ON THE 2 x 8 45A DIAGONAL (4)10d NAILS 7ENO BRACE(S) 2 x 8 BRACE/INSIDE TO ALLOW FOR INSULATION 4 �• 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HB. FOR POLYS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR OR FURTHER INSTRUCTIONS. .'• •• SCRIBE NOTCH FACE OF ARCH W/ (3)1 Od NAILS •:• OVERRAN •, . BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL . CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a: 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHORARCH FACES W (4)1Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4tW WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x O (2)10d NAILS @ 8" O.C. �FRygN TO TRUSS TOP CHORD ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + �FNGTH PLYWOOD SHEATHING 1 O 51- O �� JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • • � � WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ► ► 4~~ „ EMBEDMENT INTO ) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS °.. • ►: , #5 BAR •" • 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH () SIMPSON 5 12d NAILS + + SOFFIT + ► . ► • : .' ► p ° D• 10 ° ` ° : CENTERED W/ BLKG. & BUCK f 2X6 TO 2X4 H2.IN 5A w/ (10) 2X4 SYP ► . ► ► ° + TOP N 1 X 4 FURRING 8d NAILS EACH TRUSS KNOCKOUT ! I -� • '; • ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ � CONNECTOR • - d MONO FOOTING _ ' ► •'. PROVIDE 2 x 8 DIAG. BRACE BTWN,.,, (3) ° . SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCAT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - ( BUCK WITHIN 4 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF S TRUSS COMPANY OR 2x4 CLEAN FILL ° ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT .► z DIRT ?10 TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °� . , HOOK i14 °ffTANDARD c SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD FOR OVER HANG FILLED CELL ��. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") .•: •. �• _ �•� �., .•_ •., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW WALL USE (2)1/4" X 31/2" TAPCONS AT 16" LIL Nk THRU OSB INTO 2 x 8K�K ANCHOR INTO ARCH BLKG.MONO O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS 13 ARCH DETAIL SECTION @ ENTRY L SECTION @ ROOF EXTENSIONK'M REINF. PERLAN AND STEMWALL TO STEMWALL FOOTING �B- — SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS" SCALE: 3/4" =1'-0 1-1 SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL, SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD cr #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" 0O IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 61-0" EPDXY MIN. 6" EMBEDMENT & ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , O 9 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; > w a REINFORCING AS FOLLOWS: U 1 SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o e _r p ¢ -' * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ ► ° #5x6' EMBEDDED INTO v z , g EXISTING FOOTING 2 #5x6 IN CONC. () * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL _ - cn � FILLED CELL SMOOTH. DO NO FURROW. , ° ` t„ DRILL 3/4"x5" 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 NOTE: N ► " REMAIN FREE OF MORTAR. z \ ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g 0> TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 L16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3/4„-1-0" SCALE: 3/4„= 1-0 - „ FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. u, zo z z 4 a U) z C V^) 0 W W (Dru Q 0 u., c 8 o '- U W m n � yp� W1--- C � t0 cm," o R 1 RIM N C B D C 9AZ� OG 4 LL F z•. 5�. W C4. RO F� E Itl To the best of the Engineer's knowledge, n on, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 0 •N n (/) M C M Q t 'M Ln a°°^ sz z V Q 0000 z E Z LUUj J C) Z W zaa W O EYE qlae C re) w3 0 _d7 0 w o u_ PRE IfVYLU � U4 o Z J Ln Lu a a %.0 C:) Z Z tj a m N 00 Z g = SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. SS *DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN HTS20 w/ (24) 10d x 1 1/2" JACK SEND TRUSSES W/ (2) 12D NAILS EACH NAILS EACH OR GABLE SEE TRUSS END TO TRUSS TOP CHORD LAYOUT 2X4 BLOCKING TYP' SIMPSON HU46/HUC46 w/ (8) CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP w/ 16d NAILS TO POST & (4) 10d (SEE ROOF PLAN BLOCKING O.S.B. FLITCH PLATE NAILS TO BEAM FOR TYPE) ECT. A -A kA TOP @ TRUSS BRG. FRAME OUT TO U.N.O. ON ROOF SUPPORT COLUMN BUILT-UP BLOCK EDGE PLAN (2) 2x4's OR 4x4 w/ (2) 10d G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 ADD 2X4 ALONGSIDE (SHOWN AS 4 x 4) FOR BEAM SIZE TOP CHORD WHEN REQ'D (2) SIMPSON HETA20 w/ (8) 10d EXTERIOR SHEATHING ATTACHED PER NAILING • TO PREVENT PLYWOOD TYPICAL BLOCK x 1 1/2 NAILS EACH - OR (2) SCHEDULE SPAN FROM EXCEEDING ACK WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 MAX 24" SPAN (EITHER USSES HIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. SIDE OR BOTH IF REQ'D) G.T TIE BEAM TIE BUILDER FRAME A I - CONTINUOUS LATERAL BRACING- RADIUS NAIL OVER X-BRACE AS SHOWN - AS REQUIRED INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS FOR NAILING AT 12" O.C. MAX X-BRACING - 2x4 SPF OR SYP BEAM @ RAISED ENTRY w/ 2-16d @EACH TRUSS WEB CROSS BRACING DETAIL JYP)r_,*_�HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL s SCALE: 1/2" = l'-0" SCALE: 1/2"=V-0" SCALE: 1/2" = 1'4' SCALE: 1/2" = l'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY B EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 1Od NAILS L.SEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE (NAIL WHEN IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) 2x8 BLOCKING NAILED @ SIMPSON HUC410 w/ (14) CENTERED AT SIMPSON INTO HEADER & (1 SPLIT TIE FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 10d TOP &BOTTOM PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A 1Od INTO BEAM - SEE T BEAMS TOGETHER COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN R WHEN REQUIRED w/ (2) (10) 8d NAILS / () INFO BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSSHOULD HTS20 w/ 10d x 711 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE SEE FLOOR PLAN CONNECTION INFO 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL 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. COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS W/ 3 1 () 6d AT 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD -TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 2014, OPTION A INDICATED BM OPTION B CONNECTION INFO OPTION C. w/ (3)10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH SCHEDULE/ON SEE 2ND FLOOR WALLR SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d TRUSS OR SIMPSON FOR ADDITIONAL TION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS COMMON B M TO POST ATTACHMENTKA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A 2X4 BLOCKING SEE PLAN FOR 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" 8 SIMPSONLUS26 w/ (8)10d NAILS A WOOD TRUSS it 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANT. IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. � COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR N 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. TYP. U.N.O. LAG SCREWS ATTACH LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR N T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT O EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL m .O SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @ INTERIOR BEARING " PLAN FOR MORE INFO SCALE: 1 /2" = V-0" 3 SCALE: 1/2" = V-0" COMMON BM. ATTACHMENT 18 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" -9 SUPPORT WHERE TRUSS DEPTH EXCEEDS N TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT 0 SCALE: 1 /2"=1'-0" VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE VS5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ 10 10d ( ) ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12)10d NAILS AT TOP EXTERIOR SHEATHING INFO. 0 16" O.C. W/ 4 12d () COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS a TOENAILS TO TOP SEE TRUSS PLAN PLATE & 12d END � 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ 2 12d TOENAILS ( ) STRUCTURAL SHEATHING (2) MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ao N ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOFNVALL STUD) NAILS TO EACH VERTICAL o SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED a VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS 1 ALONG W/ °� o ROOFS SVARIESWLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ 14 10d x ( ) _ (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING c WOOD WALL SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING BELOW @ 16" O.C. i OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER an NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO 4 • HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL , 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL ; OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ s MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a,. (24)10d x 1 1/2" NAILS @ 4'-0" O.C. a i ►° �� n W/ 1/2 X8 EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. °' MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) !2 SHEAR TRANSFER INFO. �� SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END N CONNECTIONS TO G.T. °� EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLErj_2-�SECTION BUMP OUT M 39 SCALE: 3/4" = l'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = l'-0" SCALE: 3/4" = l'-0" SCALE: 3/4"=1'-0" DETAILS & SECTIONS u, C9 z (- -13 z a U) z0 4--J w C6 p Ow V) jr- ra �~ U 904� w F— = to -0 O N U tNA tL 2 � � 0 i ¢m o B D. y�ln, co n;.!.. 11>N'�' " W LU �t 00 Z IUL W r F L To the best of the Engineer"' nginee s qqry dge, inpf�orma belief, the structural plans and sp6i21Y7 within these drawings comply with the "222h7 lorWe Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z N OCUN ►>i U M CDM vi•Ld' l3 C Ln < C LL U M Q � � Z WU.j CD J C:) d' W � za L'ZO� UZ � .��. �5 W i *—� U) Z Uz 0j 0 Z C ai M L p o� w U = ^ J Q o Q o 9 8 2N �.._ L.0 16 N Z W Ln w Q Z L Z t—u gii dc"8 z z N N 00 O (� 4Z W rn V-4 a cn = SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO° 4mO SHEET NO. Dal WEATHER RESISITIVE BARRIER IL� IHEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -, DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED L SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING 314"A"BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND a OR EQUAL WEATHER PROOF CAULKING WEATHER SELF -ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR ED FLASHING (SEE DETAIL WP07) me SELF -ADHERED FLASHING E AM 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" 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) Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING 3" MIN SHEATHING RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH di: � SELF -ADHERED FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED me 8 2 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 _V, Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING 0 E �o RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) r� SELF -ADHERED FLASHING INSIDE CORNER Ground? FOUNDATION WEEP SCREED NOT USED 1 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number, marked as G in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance With ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all CD V Z ;; Z z Q J a Z •I- J W "(Z M V - O"' 1 Iz t!) = o M LU W = � M O N LL o U �� A ¢Q 0 o MID. NC� •, eR N ' o ;; N � 1�Z -� a QW Va.�- ZlpgmZ t7 � 0 �(ep�_ Z °' a m co a J W N M U Q O ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9 it 0 0 Z fV O+o V) M CD M Q in -gyp a �n•L� a v t° QC V a o Q 1- . Z WJ 0 2 W za "�U Z �J? U� J U�® W > IiR CD M y 0 = C o cc EK LLl 0 8 r.. Q d� Lu8� Z W W a 8 W X Z~ Z Q C:)Z m 0 N 06 Z :5= t 9 rn +-+ a In f SCALE : AS NOTED DATE: 3/15/2018 TECH: M)AMES VERSION NO. 4w0 SHEET NO. W P N U L C 0 Q Q_ • . -0 � .(D N U c .Cn � 0 0 LL .� O^' Q W „C ''�^^ Q Z U) O �L\ Li O L U O L V/ CU W O L. W Q W z J z a J a SHEET NO. PA 1.0 A3 FLt7244.1 ESR-3455 A23 FL10448.2 ESR-2808 HD210.2 F117232.3 ESR-3445 HU210.2 FL10855.20 ESR-2549 HD212-Z FL77232.3 ESR-3445 HU212-2 FL10855.23 ESR-2549 HD218 FL17232.3 ESR-3445 HU218 FL10855.29 ESR-2549 HD218.3 FL77232.3 ESR-3445 HU216-3 FL10855.28 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL10855.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10855.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10855.44 ESR•2549 HD412 FL17232.4 ESR-3445 HU412 FL10855.45 ESR-2549 H0810 FL77232.4 ESR-3445 HU810 FL10655.51 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FLt7899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL70447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA18 FL11473.5 c„IMZppgpp HTA20.18 FL17880.4 Evaluation Report HETA20 FL11473.5 �M2ppgpZ HTT18 FL17324.2 Evaluation Report HTT78 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HT520 FL10456.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR•2813 HTWM18 F1.8223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL.8223.3 Evaluation Report HGT2 FL10458.18 ESR-2813 HUGT3 FL8223.3 Evaluation Report HGT3 FL10458.18 ESR-2813 HUS210.2 FL17232.6 ESR-3445 HUS210.2 FL10855.92 ESR-2549 HUS212-2 FL17232.8 ESR-3445 HUS212-2 FL10855.93 ESR-2549 HUS28 FL17232.8 ESR-3445 HUS28 FL10855.94 ESR-2549 HUS28 FL17232.8 ESR-3445 HUS28 FL10855.98 ESR-2549 HUS28-2 F117232.8 ESR-3445 HUS28-2 FL10855.97 ESR-2549 JL24 FL77232.7 ESR-3445 LU24 FL10855.103 ESR•2548 JL28 FL17232.7 ESR-3445 LU28 FL70655.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS2142 FL10855.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10855.109 ESR-2548 JUS28 FL17232.11 ESR-3445 LUS28 FL10855.111 ESR-2549 JUS26•2 FL17232.11 ESR-3445 LUS26-2 FL10855.112 ESR•2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10855.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS48 FL10855.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEGS FL10887.71 ESR-2815 KST280 FL17244.15 ESR-3455 MST80 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 FL10852.4 ESR-2105 LSTA38 FL17244.18 ESR-3455 LSTA38 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11498.3 ER-130 LTS208 FL17219.2 ER-0200 LTT20B FL11498.3 ER-130 LTTI31 FL17219.2 ER-0200 LTT131 FL1t498.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10458.29 ESR-2813 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 L530 FL70446.15 ESR-2808 MP34 FL17244.23 ESR-3455 A34 FL10448.3 ESR-2tX18 MP4F FL17244.24 ESR•3455 LTP4 FL10448.19 ESR-2808 MP5 FL17244.22 ESR-3455 LS50 FL10448.18 ESR-2808 MPH3518 FL17240.3 ESR-3447 WMI478 FL10887.89 ESR-2815 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA38 FL17244.18 ESR-3455 MSTA38 FL10852.9 ESR-2105 MSTC40 FL17244.28 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.28 ESR-3455 MSTC52 FL10652.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS72 FL10456.33 ESR-2813 MTW18 FL17244.6 ESR-3455 MT818 FL1045B.34 ESR-2813 MTW18 FL17244.8 ESR-3455 MTS16 FL10458.35 ESR-2813 MTW20 FL17244.8 ESR-3455 MTS20 FL70456.38 ESR•2813 MUGT15 FL17240.5 ESR-3447 MOT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report M8HA3.58/1125 FL10888.12 ESR-2818 NFM35X18U FL578.3 Evaluation Report MBHA3.56(18 FL70888.12 ESR-2618 PAU44 FL77239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU88 FL17239.13 ESR-3449 GLTV3.518 FL10887.8 ESR-2815 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS18 FL10852.1 ESR-2105 RFUS FL8223.5 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florida Administrative Code 9B•72, please provide the Information and approval numbers on the building components listed below if they will be utilized on the construction 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 products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING Themta7ru Firber-Classic and Smooth -Star (NON -IMPACT) p�pggl,l +87.0/-87.0 psf ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT) p�pg8l,g +87.0/$7.0 psf ThermaTru Fifber-Classic and Smooth -Star (NON -IMPACT) FL2pggl.g +87.0/-87.0 psf ThemtaTru Firber-Classic and SmootlrStar (NON -IMPACT) F�pgg1.lq +87.O1.87.0 psf ThertnaTru Classic -Craft and Benchmark FL15225.1 +87.0/-87.0 psf ThennaTru Smooth -Star and Benchmark FL15225.5 +87.0/-87.0 psf ThermaTru FlberClassic, Smaothstar, ClassicCraft, Rustic FL7840.1 *87.0/87.0 psf B. SLIDING MI Windows and Doves Series 420 FL15332.1 - FL15332.5 +40.0/-00.0 psf PGT Series 5570 FL.251.10 C. SECTIONAL Clopay Building Products Residential VNrtdCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (18X7) FL15278.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W8 (8X7) FL15279.85 +38.0/-02.0 psf CbPeY Building Products Residential VVirWCode Doors W8 (18X7) FL15279.102 +37.0/-01.0 psf D. METAL LOUVERED DRS Cordes Division of AADG, Inc 807,707,727,747,and 847 Single 8 Pairs of Doors FLt 1537.1 WA (see Inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 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 FL243.8 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Buik9ng Prod. Cemplank Lap Siding and HardiePlank Lap Suring FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0%70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt UndeAayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL2t580.3 NIA Loman�, Inc DA-0 Exahuat Vent FL17202.1 N/A E. ROOFING TILES Borel Tile Villa 900 FL7848.27 - FL7848.28 N/A Bore) 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 Stone Panels FL17889.1 NIA S. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Stnrclurel Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A M?ek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tasted and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I untlereffirW these products may have to be removed if approval cannot be demonstrated during Inspection. 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