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HomeMy WebLinkAbout35949 Saddle Palm WayDED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal MC Medicine Cabinet MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave I TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter L_� DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower) DTL Detail MONO or Mono Monolithic VB Vanity Base o DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical > DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam V) a, DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof o EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With rl- ,0 ELEC or Elec. Electrical PIED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) CN ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood EXT or Ext. Exterior PL or P.L. Parallam WDW HDR or WOW. HDR. Window Header 00 EXP or Exp. Expansion PLF Pounds per linear foot WH or W.H. Water Heater 7 FBC Florida Building Code PLT HT or Plt. Ht. Plate Height WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) MFXD GL Fixed Glass PSF Pounds per square foot WP Water Proofing) MFG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener 0 FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) v v N REVISIONS 0 06-09-17 1.0 NEW BASE PLAN co 12-28-17 2.0 2017 FBC CODE UPDATE 01-04-18 3.0 ADDED HVAC IN LAUNDRY o MEAN ROOF 15 FT. HIGH TYPICAL 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES C) MEAN ROOF 30 FT. 4.1 REV. DOOR TO WC I N M . BATH FOR 2 STORY HOMES H TYPICAL 04-13-18 a THIS DRAWING AND DESIGN IS VALID E 08-18-18 4.2 ADD ATTIC ACCESS TO 1 ST FLR. FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID i ► �iq CODE REFERENCES ARE SUMMARIES N OF CODE an �i1.1.�ORKSH�p►B ��� 4 SECTIONS. SEE FBCR CURRENT VERSION FOR {�e}. H '� t ra': r h S �1lVIl V ���` t� J COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these o documents that these documents be accurate, providing Licensed i Professionals clear information. Every attempt has been made to JANprevent error. The Builder and all subcontractors are required to 4 review all the information contained in these documents, prior to REVIEW the commencement of any work. The DesignerlEngineersre not 00 ?«a gllwL + responsible for any plan errors, omissions,or misinterpretations f undetected and not reported to the Designer / Engineer prior to N PLANS EXAMiNeR construction. All construction MUST be in accordance to the o information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be 3246 considered for reimbursement by the Designer/Engineer without w advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. La z_o CO z� ¢t a 13 t� z � (D-M u, _o �V — O W t- �NCn m N W h E N M C fD M V �? N O M Ooo tu'� O Q 0) N 0. O O m QAl I B D0 N�� b N �D 0 N co Y I O O N Z LU MN�Z z (— d r (� U� LU Q Z 0 • �'' is ,d c.,. •r„i °°. 0 Ij f ,d,?f wl ; M00�� 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. NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z L of sF �airir 5400 Zuu �W Ya a o0 C) U0Lo Q Z0 l+ ILLJT U f ,( W 2 Z a z U) 143- i �✓ LU z J uu N o u_ Se Jn LuO a -.. r a O ¢ N ZaZa Le) 8 E -0 Z f V o Lu J ri LU Q Z ¢ W LL O n F u �aZ z �Zo z t7ua0 m 0 � W Z ¢Q rn Q. Ln SCALE : AS NOTED DATE : 10/2/2018 TECH: M)AM ES VERSION NO. 4n2 SHEET NO. C S 0 CV M 0 r- LO N In -01 W. Q 00 CD E 0 s r" N N 0 AC PAD 61101 T-0" 9'-6" 11'-6" 8'-101, 8'-6" 4'-8" AC PAD O O O O (D 23-SH 25-SH 6068 S.G.D. H.B. TEMP. 25-SH EGRESS TEMP. 35-SH TYP @ 2 STORY J S6 (3) 2 X 4 #2 SPF STUDS W/ HTT45 FAMILY RM 8'-8" CLG. CARPET $, 20 -4- co N T MASTER ; BAT �8'-8" CLG. TILE --I- I 2668 BI-FOLD rn o Lu z `' ( `y 2'-11 2' 5'-4,, U) gZ oW W M°(07 m (n "`O MASTER SUITE (4)2X4#2SPF " STUDS W/ 5/8" CARPET ANCHOR BOLT & (18) 10d NAILS 17'-7g' -T - - 868 3' 72 -�- 8 T I C I pp `2 11 1'-3' G W/ #2SPF @ 12" O.C. FIELD VERIFY HEIGHT 00 PER MECHANICAL cD CONTRACTOR 00v ( 3, 1 2868 $ T C 5'-115 00 to N O _5, ( lit v 00 v D S3 (3) 2 X 4 #2 SPF STUDS W/ HTT45 W/ D ANCHOR BOLTS & (18) 10d NAILS I to I as W.I.C. 8'-8" CLG. f` I L-------- DRYER VENT THRU WALL -----J I I I cn as I i ( I Y i -�AT 41 - ' C I G. _ 181 rl., PLATFORMS 30" A.F.F. HU ! � u-i I 2, A� H2 G H1 S3 CiT R.A.G. I BOLTS& (18) 10d AILS +42" SLOPING HALF WALL C ■ O 35-SH C?APPLIANCE Ur) _ o 3 p ,' ---- - - - - - - - GG S3 I I I I I I I I I I UP H1 I I I I I I I I I I I I I ► I II 10 9 8 7 6 5 4 3 2 -1 1„ - - 5- - - - o GG 2 12i I r6-0" _ _ S3 A -131 1 GG H2 0 3.5" - --41 I S3 ' $" L('a. I ICr 00 FB= - - - - - I _ 1 10 ~Q 1 1 io 00 - - - v m 0161 1 N H2 H _- = Q 10 2868 = 16R _ f N {- - i -{}-i -� I� CAFE CLG.----- TILE _ ce! I-T__+-_ I - -- r - - F � }--- --a- ! - - - .. 1 .. F i � .. J .. I I REF. I 1 I ; _ R&S 1 47., a - ■ W.H. C O 3b �_q to BUILDER TO PROVIDE PROTECTION WHEN REQUIRED PER FBC HANSON BOX (3) 2 X 4 #2 SPF @ 36" A.F.F. STUDS W/ HTT45 W/ 5/8" ANCHOR BOLTS & (18) 10d NAILS CC S3 EDGE OF SLAB 2" BEYOND WALL W/ H ANC 18) 1 G 7" 900 TT45 OR NI 0d NAILS .L. 1 E L M W/ 5 8" BOLTS-�-� -- - - --} ii-�- E- (- I b i - - - 24 o I D.W. L - - - i I J - - (4) 2 X 4 #2 SPF STUDS W/ (4) 16d NAILS @BASE 3 CAR GARAGE 8'-8" CLG. 20%0" CC S3 3._8" � H2 O T-118' -�-�- J � I 5'_28 ( -- i - - _ - - - SINKw/DISP KITCHENOPT, 8'4' CLG. TILE i 14'-10" -� o - TYP @ 2 STORY J S6 � 00 T CG r--------------------------------- S3 I I I I I r-----------------I I I I I I I I I I I I I I 16 x 7 OVERHEAD DOOR 1 D ------------------------------ I ---------------------------- - - i S3 4 H 8 x 7 OVERHEAD DOOR - - - - - - - H-------� O -RANGE v _ 27 II I _ 00 00 I �� N W a. 1 � o PA I PANTRY t=0 CLG 8,-8" rn I r i TLE 5-SH 16" DEEP 1 _7$ , T-72° 6-82 " cli TYP @ 2 STORY J ---j �-� - HDR r ! -- - YE 18'- 8" TIL--- 1 5� AT f -� i �- C LG 114' -_� 8'-0" _� ( `1 - = ;+ = - -- - Ilo v I I� FLEX I� 8'-$" CLG. I CARPET NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. O ` D 25-SH 25-SEGRESS -�w -Ilbo I - OP `f _ OP a, 0 K S4 TYP @ GARAGE I I B00 I M I 1 I ENTRY 1 8'-8" CLG. 1 I I 1 5'-8" 7-0" ■ '-011 3'-101, I I S-1011 r" - o in I I { I I I 1 I I ---------- - - - - - - - - - - Kr ---------- 4 1' 16-0" 8'-0" 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/ 1/21, 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 FIRST FLOOR PLAN - ELEV-B SCALE: %4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening 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 1 318" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 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. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 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 top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming 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 at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms 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. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 +28.3 / -36.4 �E +26.6 / -28.0 +26.6 / -32.2 GO SEE SN SHEET EET 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 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" 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 159 TOTAL AREA 4093 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED w j f.. M - o z Q U) Z -1--+ Lu c6 .O w TM V)� o m 04 w ~ p a) Cl) Cal M ® 8 S ai N -0 c) p 0o No Ucn w"� o Q rn N fl o CL rn ¢ o B D• N C B D C N N U) Z WNoz z aLLa N w W "zrUj in Q a � Z 0.�, ¢ r) NiIpoe���o as m LL J:5,4 Yea° t0 V ���0 v 2 WW AD a_.1 �(�IUO�r N� P 0��Fge�1t`` :P 111111m"s`et4"k10'� 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 Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 00 Way oo�o x oZz J z �WoOD 8 LL N Q�p tub J zo r � z Z z g I'O 0 J o O l.L a UZI U0 (**-4 ) W L ��0 Q� o J _� L r UQ20 oa N Z¢ZQ W�¢ °f2 Z z N �F0ta W J Lr) c - 0 � in YO G 8 IQ- Q" 1.0 Z �z� � Z 1- 0 W � Z L11J = J z 06 g rn .-+ a Ul s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO 4. SHEET NO. 1.1 M LO CD LO M to M .A W a 00 CU 0 0 Cn W a r---------------------------------------------------------------------------------------------------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I I I I 1 I I I I I I I I I I I I _ TYP @ 2 STORY I I I I t I I I 3 I I I I I I I I 3 I I I f I S6 W/(1) D2 I I I D2 W/ (1) MSTAM36 101 91 81-7, 61 51 31 MSTAM36 i� ----------j � -41 a 2668 tim AH 1 NZALL � I fn cow �q \ = I fn- 2668) \Nww I 1 g ♦H1 "W EDROOM 4 I i << I BEDROOM 2 I I� \I I 8'-0" CLG. _ _ I DIN 16R 1 L R.A.G. 8'-0" CLG. 60 o CARPET I W.I.C. CARPET r D2) N '� 8'-0" CLG. 4-SH _ ____ 16" DP. I U) M W W� A CVN N W TY @ 2 STORY R&S LINEN N i• J 2068 BI-FOLD 2„ ' , , T-71 V-42 8,�„3_02, 3_il 3O6-32' 2 H1 S6 Q 6 1 1 Cr 2668 110 0 9 0� qr0 &2) 2668 I -FOLD D2 C Tz N BONUS ROOM - I v _ T C 2 6i o? cCOv N 00 rN c� b 8'-0"CLG. a M I I I I I I Q 6"DI 16" DP. _ ----- T -----R&S LINEN _ �;, CARPET I I � I I M 2068 I O T LE o BEDROOM 5 _N = C T266� BI-FOLD BATH 2`'��8 N n(,EDj01_:1 N TIE 8'-0" CLG. I oI CARPET N i i tiro I I to 0 0 TB � cn c TP O - `r �2) 2668 I ob �^ I N - I -FOLD I o= , 1 5 -3 , , 1 Ib, � 11 -42' 2' - 14'-112 CD 3'-0" 6'-0" 3'-2" N 2'-10" - I 3 FIBERGLASS I �, O Oq I I I = D2 W/ (4) 2" X 4" # SURROUND - �' 25-SH EGRESS 25-SH I SPF STUD q D2 H3 D2 H3 W/ (4) 2" X 4" # 2 D2 - (D 0 1/2 35-SH 25-SH 1/2 35-SH N TYP @ 2 STORY J D2 SPF STUDS S6 I H1 H1 i I BEDROOM 3 �= TYP. @ CORNERS �I-FOLD 0 6 6 6 0 I 8'-0" CLG. 00 D2 D2 D2 CARPET I I O O 25-SH j 25-SH EGRESS I 5'-4" 5'-6" 16' cn,A" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j 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 QJS4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 814" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE SECOND FLOOR PLAN - ELEV-B SCALE: %4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening 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. R302.5.2 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. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 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. Ed. 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 top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming 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 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. 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" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET 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 F +34.0 / -44.8 WALL LEGEND !1111111111111111 MASONRY HGT. .::• 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" 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 159 TOTAL AREA 4093 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED I C0 VMI Z M _ o z�z Q a. z U) V) cn N w .O LU �� o U 0 C�. m N E C co M - V = (D O O N U �U_ o co Q fl o rn Q o •w N N N O M Q° ONO v O Z W gMC? z 0 3 W W o 10 Z C O I o� Q, �o LL 0 N�V ! j vlj .FDSE ' �.cbtvt. ,.1kJ z'1.� � 6 i i < ... e 9 ee Cad v f, fe°'fsBfEBttiti\E\ 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. L N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz za f< w¢Q�X UO U.z 0 a� zLU yylozz J 0,o U Lu N m Q z zO >_ c U zz 4 0 z -o u � � LPL o o -' d' z U N M 0 U ooz IliY� L'L^I o 6 VJ i�ma U.2 N za�a WZ - a Ln �o z N N 0 a2��i Lu Iln tit = - u- o 'Cr z z V) S tto Z �u 90 �.1 W (� ^ J LU L J lulnj X rn ,-4 a cn 0 SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4. SHEET NO. 1.2 N I'M -$ v to rn 0 J tR aw E 0 KITCHEN MIRROR 0 r` 0 M Ll MASTER BATH POWDER 0 M KITCHEN co 60 I I 0 t r` 0 M MIRROR BATH 2 TOTAL RISE = 10'-0 3!4" 16) RISERS AT 7 9/16" 0" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading FIN. FLR. edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. 16 Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the 15 vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. 14 Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the 13 foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. 36" H. i2 Nosings: GRASP RAILIN The radius of curvature at the nosing shall be not greater than 9l16 inch. A nosing projection not less than 3/4 11 " PLYWOOD @ inch and not more than 1114 inches shall be provided on stairways with solid risers. The greatest nosing LANDING XZB FIN. FLR. @ LANDING projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including / the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. / 10 Handrails: 0 / Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 42" SLOPING 9 ° 2x8 LEDGER #2 SYP (P.T. risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of HALF WALL / w/ (316d NAILS IF MAS) o ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be 2x12 HDR. w/ (3) 2x .) continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly $ STUDS AT EA. END TO STUD OR (2) 1/4"x3 1/2' above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety TITENS TO MASONRY @ terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the - FOR BEARING o / 7 16" O.C. handrails. STANDARD (3) 2X12 2x8 #2 SYP JOISTS @ Grip -size: 1x8 CAP & / 6 STRINGERS W/ LANDING @ 16" O.C. w/ °,a Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater CASING / SIMPSON A35 CLIP TO SIMPSON A35 CLIP OR `� than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. 5 FLOOR SYSTEM LUS26 HANGER EA. SIDE Zo Guards: / 1x TREAD (TYP.) Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located / 4 more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to / 1x RISERS (TYP.) the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies j or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface 3 / (3) 2x12 STRINGERS 2X FRAMED WALL or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking inches in 2 surface to the required guard height that allow passage of a sphere 4 diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the 1 enclosed side with 1/2-inch gypsum board. 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 0 60 DW q Cl) KITCHEN ISLAND 0 F_ 0 M MIRROR BATH 3 INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" STAIR SECTION SCALE: 1 /2"= V-0" Ch r zM 0 —o zN z� t� z cn (D t'6 p •V — O 1 ij I— `� cn 23 o V _o 0 m N W E h-- — 8 M � M CAM =g? �i OoN " o s C) L o0 o- ¢ rn U) o 0 rn Q o N-Ci r �N U) - - � Z LU Z-3 �� LU W 0 S k c O � m � O th Z � ' ' d CN i Q ` \ A ti�ytgLLMM=fit o jC (N L.J �I y i s . ewe OFES r�r"rpllljimEia1.01k,'e 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z V) ZZ Q Q � fF w¢r� Uzoo zE�� o�w apm O LL o a Q O Zo F_ E Z Z F_ Z _0 11-� V a� l0 O O > to LJ_ <w v ry w �Oo Y i= 0 '. r-ii�� k w,a ZZ N 5 ce Z N 3t J w Z O r-I W �Q-u gg< Q Z �¢z Z Zo H m Z = a Q 00 SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 42 SHEET NO. 2 11, 1 &J ,,I. r rn LO C) CV rLO — I w 0 0 rn rn 0 Zi CID 00 co w E 0 s ry co bo 0 F- 0 I- 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. SPECIFICATIONS 5' RIDGE VENT HEEL HEIGHT _ T.O.P HDR. HGT. 8' RIDGE VENT --------------- --- ------------------ 12 CJ CJ 2nd FIN. FLR. 3.5 �/7 T.O.M. CJ / WEEP r- HDR HGT F. FL. 12 �5 TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP.) 12 Q 3 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. txterlor uovering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water- Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation FRONT ELEVATION B 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% — SCALE: 1 /4"-1 r-0" but no more than 50% of the required ventilation is provided in the upper portion 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) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. -------------------------------------c '-0"-F---- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) RIGHT ELEVATION - B SCALE: 1 /4"=1 r-0" *If not enough vented soffit is provided due to fire protection, the contractor shall use following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) U' z ch —olot z� lo"I z 4-1 Cl- Iff"ol U, z V) CD w (DIM V — O w m Ln = o U o co m N W E 0 M cc cMM N-0 co S N 0 p a CJ a) "� ct-, y Q o) 0 Y t` C:) rn rn Q o B D® n _�. _ N cc-, U) F—Z Lu o.'s inw UJ io NJ `� Z p z M E cp Q IUL zP M NI U (7 A �t� �Fpf�P,?IIJI U o �Ahq ti•` .FISSEt�G.CO . llo ❑ } t a`'•, •Y• ••• ' �� �� �� D � O� � : z %� c � :•fit :: ,ram ••'•,........'. �� ``t. ��i O F E SS�0``,�Ryy�.���� ° rlaflllti\ld` To the best of the Engineers 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. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0 Z 3Q z¢a } < of wctr z O Uzoo ia?Z J U Cwo J w Zo z _ LU Z w 5 1 U) N Z a �Z O Z � c N M Q I— 2E 0 Y o z O N z <OZ LL wW-a <¢-ci� Q Lr) z z fV 0 ral�Z UJ J ft,n rl LLI a u- cnoYa W �O ¢ z "Qz z z � V)ZS ao m 00 = a SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4n2 SHEET NO. 3.1 3 TAB SHINGLES, ROOF INSTALLED AS PER MANUF. 1T RIDGE VENT SPECIFICATIONS 12 5� - _ -- ' — --------- —_-- HEEL HEIGHT ---------------- -------T.O.P. -------------- ,_o„ CJ CJ TEXTURED CEMENTITIOUS FINISH OVER SHEATHING 12 3 �7 4' OFFRIDGE VENT (TYP.} T 2nd FIN. FLR. I , ----------------- T.O.M. -------------------------------- --------------------- HDR HGT. 8' RIDGE VENT a 00 N 4 0 i., 0 N cV O W O r -110 co co [co ao 9 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation REAR ELEVATION B 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% SCALE: 1 /4rr-1 r-Orr but no more than 50% of the o trequired he sp ce tobe vent lated.Upperventilatorls shall be located lation is provided Ino more n the pthan portioner 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) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN, OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) LEFT ELEVATION B V=1 r-Orr U r zo z z t� z W •V — 0 w i� U oC5 CO N W ~ 0 — U N M C M M N 'O co = 9? O _0 0 �"� Lv O Y ¢m vav rn Q o B D® N YC10 N 1O N O m -m Z W �' z U) o W a z a — Q-= � v rn < C) go ZW M 0 ca 0 C � N � Pa ZIUL`� 11��d1�i�f///�' Q %L� 0 Y Y No c°', o w�wrD§'•,.corvf•. <� i �ro COIzz Q:-Z `3 0 4:ip � 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z zQ pH ¢ as w 0 400 Z z O oz �Cwz a 00o 0 J E �O O U 8M Q W z z J a -0.LLJ f Z w z -0/� .V `� 4 �ZZ f-J0 V/ C� G OJW Q U �n N z u 9 moo - _J J W LU 0. e0. UO Z zi�N cr Z<J W Q Ln gn�� z z N N co �ao� aw�O � r--I UJ Q lQ�a- F1 V ¢z V/ z a Z m O 00 ZUJ = J a� r, ,-i a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4 ■ SHEET NO. 3.2 VARIES CAP _ CAP 2„ 2" *NOTE: iv 1" N FOAM TO BE USED 1"RADIUS ONLY WHEN 1/2" RADIUS REQUIRED BY 3 112" RADIUS SIN = COMMUNITY " 4 V-53' N 00 SPECS. IF NOT, Cv 3/4" RADIUS _ r- ih CD DETAIL TO BE 1" 2" OPENING VARIES 2" 1„ 1„ N.. BUILT W/ STUCCO. 1!2" RADIUS 1" 1" EDGE OF 1"=4'VARIES 1'-0„ MIS =IN 1" OPENING VARIES 1' 4" z o — o VARIES `° 0 2_1„ 2 N 11„ 2 VARIES 1 1/2" RADIUS r — 13 41„ 2„ V) (D C1 4" - 2 1/2" RADIUS 34' 4' I I I I - in = '�� w MN rt e-IN <O • V _ MIS =1a 00 M py,p .T �t CO O F— VARIES 12 32„ 11 32' N V) � d) rIV BASE BASE ca m N N 2 2 w a> M r E rn CO 4" Y Y C) 4" e( rn v 05 � v as Q d 11„ A 1.. 2 B D® *NOTE: VARIES 8" 2" N rO FOAM TO BE USED o N o ao Z ONLY WHEN � - - Z � � o N 31, REQUIRED BY " M COMMUNITY 1 -6„ 1 W a °" SPECS. IF NOT, dN 1" 1'-4" ' 1" OPENING VARIES 2 z� DETAIL TO BE 2„ 2„ Z C @ ¢ o W V y c LL o i0 BUILT W/ STUCCO. I24, � 0 4 0 EDGE OFLL OPENING - 6 - _ LU o o WWW.FDSENG.COM 1-1/2" THICK 1-1/2" THICK c 0 CY CV I I 1 O11 M N O 10" 6" o 24, FV T IN IV M 3" 4 6" fn 2 N 2" 4" 3" „ 2" iv W W 2 �� �� �� 31 Q QCNZ: > > 1-1/2" THICK , To the best of the Engineer's knowledge, information and belief, 32 the structural plans and specifications contained within these 21" drawings comply with the 2017 Florida Building Code - 4 Residential 6th Edition. Engineer's signature and seal is only for v the structural engineering portions of the drawing pages bearing o 2, " Engineer's signature and seal. o -"t 1'-10" v 52, 1 5 52, in rn 51„ 1'-4" 3" o � IN 4 � � �M N , o 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 1- VARIES VARIES � 4 1" 2 www.LennarTampa.com 1" W 22' z M VARIES VARIES � = W `b zdd or4 1" 8" ill z 32° c2. _ ~ N - 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 o 0 Eli r--------- � N �' „ OPTIONAL OPTIONAL z � a � zz 0 00 J CO i Rs CO Q z, 44 io114 R Y4" w o m I44,.V 3„ o�LLo T 4" GARAGE DRLu . OPENING 4" 3 a 4" WINDOW OPENING �1 U ° Lu o "2' 2 NOTE: ^�^ coo • INSTALL OVER STONE, TYP. z 1..� ¢ VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH -0 • FOAM/ EPS MATERIAL IS fCf W • ACCEPTED o J W NOTE: 1 4O Q � o • FIN. TO HAVE TRADITIONAL LOOK & 2'-1" N w SMOOTH FINISH 14' 1'-64" 14' 12' E O o � 1,_1Y o z 0 2" • FOAM/ EPS MATERIAL IS ACCEPTED 2" M �-i— D c5 54" 54" � -� � % 3'�$" 7„ N J w a a 4" T-0" 4" a o_ F� 1„ 10„ -4 1," 10„ N '' fV z a o a O N w�d�i co E� >w, E Co '\ Ln o.9 w S 00 _ N '� Z N 2 0 o v z N rZ2t; c N _ W W j0z= CO J t—I d Y O LU 1" N d" 2 Q 2F8 1„ o lU Q z �Edz o ''c>' Uj m z 46 C - J g Co 0 N 0 I 'q t1 (n o SCALE : AS NOTED ff 0? • DATE : 10/2/2018 ;- �,� TECH: MJAMES VERSION NO. 2 4.2 O N p GENERAL NOTES: SHEET No. C� • 1.5 LBS DENSITY STYROFOAM w • POLYCOAT (HARD COAT) rM 111 6 ACRYLIC SAND FINISH rn LO 0 r- LO Cl I m 04 M O 0 fN rn 0 J to W W W E 0 m ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94—/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to lights & outlets upper to 20 amp ckts copper to WH copper to Dryer 2 Alu ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets 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 FW.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN r EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PI3 PUSH BUTTON SWITCH (OPTIONAL) ko PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN I - IL CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN 68 (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER M-1 ENTRY LIGHT — AS PER SPECS MAIN FLOOR ELECTRICAL PLAN SCALE: %4"= r-0" � r Cl) O Q0 z (� z as Q d � cn w �o �V — O W V) T H 0 F— U W 0 m N r— E 0) M — U = g? '' ( 2 coco Oo 00 9l ) � o Co N �- o Q cm LO Q v rn ¢ o B D® � .w N v O M oN0 O W Z U) o a LL o W w LJJ ,6 " a: w . 10 LU — >=LL o a 0 0�� Z5 ��_ QaA Z a��N� � L LC¢M:� Y O ca') U O WWW.FDSENG.COM 00 O CV CV 2 CD 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o Wo of Z Q w¢ziY z o 88 Z 0 Q ^ Z 022jw �oefJ aapao w V W N Z o I— } V �Z L "Cf \ / W Z fu C W l(/�) �i/ W Z G o ' N /� L.L p uJ 9 V) M�o O U_ w w o0z F J V X m a N Q z¢za w ¢ Lfi -0 $�Wo Z 17114 N �C'2� LU In tJJ du z J Lij ¢ ¢ z � � uJ Paz cr- Z =z0 ao m Z W �z O 00 5 = a ,--t a to o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 42 SHEET NO. 4.1 c�0 m Q r" N 0 r a rZ i ELECTRICAL SPECIFICATION 200A INDOOR PANEL CENTER NOTES: #14 copper to lights & outlets ELECTRICAL CONTRACTOR NEMA 1 200 AMP 10 #12.copper to 20 amp Ckts MUST VERIFY WITH THE 01 #10-2 copper to WH SPECIFICATIONS FOR THE TYPE 10 #10-3 copper to Dryer OF FIXTURE TO BE USED. LIGHT —r FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN O 2/0 or 4/0 SER Alu 200 amp IF 150 amp POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCt'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' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.t. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 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 IN ATTIC ACCESS TRACK LIGHT }� FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) Tq TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER owl PANEL —�I DISCONNECT SWITCH SPEAKER (OPTIONAL) 6% /�J G ROUGH -IN FOR OPT. CEILING FAN �41 � IL� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT r--------------------------------------------------------------------------------------------------- I I I I I I I I I I 1 I I I I 1 I I f I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I j I I I I I I I I I I I I I I I I 11 1 1 17BF�LO)Vi -�LIGHT W/ I I I �dH SWITCH IN1I I I I II\ I I I I I ATTIC F\ 1 t r t r I I r---t I BEDROOM 4 I �� -Y�f :-1: C�. ROUGH -IN FOR 1 OPT. CLG. FAN/ 1 LIGHT PRE -WIRE S.D. J i , - BEDROOM 5; p /� Jr F` ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE VP II j II/ � I I \\ BONU ROOM r BEDROOM 2 q _ * 1 6 / ROUGH -IN FOR / / OPT. CLG. FAN/ / LIGHT PRE -WIRE S.D.— /�! / m If /J � M I ROUGH -IN FOR I I OPT. CLG. FAN/ 1 LIGHT PRE -WIRE I I 1 BATH 2 _7 r_ -- T o r11"NIMA UPPER ELECTRICAL PLAN SCALE: %4"=1'-0" 0 M 0 — o Z ri U) O w F- N �N r- � o 0 CD N t3J E B — 0[2 e) (h 0)a Co CO - —' 'S cMM OoN t? �LL00 <o ) co&o .r, 0 Q o A BID N C B D C N N O V� oo N M= Z" Z W` ��oZ � Z"N c9 'Ill A� 1—d ice/ [n l; p s W W W 101U -cp E � v m LAWZ MEm �,. � rn�Ni4 a A 44 N ¢ W x A WWW.FDSENG.COM 00 0 N 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z 1Q Za �a o48c �Z< �0WZZ Q z ate-' J o Q U ZZ > U ZZ C) L g 0 v� N w O �' —� W U (� N W rr 9 8� �o M w Q�P ®_ RNA � rQo Z z LU <W Q L r) u- Z Z f4 fV W In W 15-zo J ri tJ..l Q 5- Z n F 'wo Z t a o o0 Ho m l!7 z Q7 W <z SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4.2 SHEET NO. 4.2 rn LO 0 N n L0 co co to I m J R,, Q 00 .1 0 a V) w ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) A Vent mt Amt. Req.) (Ft.) 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 toSQ. IN. of of Ventilators ventilation soffit ventilation vented be provided Ventilation en en ila Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 23.0 1.0 Floor 2719 2610 373 1305 93 653 483.0 345.0 138.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B SCALE: %4"=1 r-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water- resis itive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 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 o the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN, OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) 0 V zM _ z P a U? z V1 Cr1 w �U — O W N m o �Ln f- U o m N W N ch CU Cl) _ O o `4 _ U t if M f" O �C rn O- p u, o_ 7r rn Q d A 1 B D® D N C B.C N__..e. N � ew m� v O � " Z W M N 6 z w LU LL o r o� w w LU ^ a w _ � W U -E a < o C4 o� w ..., ..Q+N 4r.M OL &;C-0- •.511 W.F ' %o \ -• a q^. '�a 1 �r•.M '• of e•n .v �. .. ESSpp pe§�� 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L AR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0o �o z9 f ¢z aF IL w Q K of UZOO zuJ¢ M w Z a O a� U W N m '< z Zo Q V `rZ z V 0 fu a`� �O O z o C g in N M.moof�-yO g . T111 V PER2 o2: - zaz;� < g Q Q 2�Qaa Z Z fV CV� Lu �r o LV J L// rl UJI Q � ¢LU LL O cn u 8 Z z �Qz m z � o� j� O 00 = a rn *-1 a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 42 SHEET NO. 5.1 rn L0 0 r- Ln :.l I m 02 a`3 E I. tin,_n„ T-6" \ \ '-10" 5'-8" T-10" T-8" T-10" 2'-0" 6-10" T-4" 5'-2" 4'-4" STEPS AS \� \ 2' 0' \ \ TYP @ 1 STORY REQUIRED 10'-2" \ U.N.O. ° S3 M PER FIELD S3 CONDITIONS H.B. t \ \ \ cM LAV ZN \ \ \ II f� o I� \ III I INDICl�TES FILLED CELL w/ 3000 PSI PROVIDE 1 Y" RECESS ,.� N \ I \ \ �1� i CONC. GROUT FROM FT. TO BEAM U', FOR SGD. REFER TO W/ (1) #5 REBAR VERT ABOVE SLAB MASON'S SLOPE FOR TYP @ ALL PLACES SHOWN III I WIDTH 19 N ITUB/\\ \ HOOKED FTG. DOWELS 5" EMBED \ IOWER I ABOVE SLAB "GRADE 40 ■ 10 (�TSH 11 1 STEEL[EXT. �"_�__ ■ _ \� 1\\ \ HVAC CHASE 1 A IfII z�\LAV \\\ \ \ BASED ON 3-1/2" MIN 3000 PSI CONC. SLAB FOR \\ \ LOCATION I HERNANDO COUNTY ONLY 2'-6" x 2'-6" x 1'-0" w/ (3) #5's EW \\\ ■ �i \� \ 3-1/2" MIN 2500 PSI CONC SLAB ■ CJ \\\ \ \ OVER 6 MIL VISQUEEN VAPOR \\ \ \\ 29'-5$" BARRIER I 20'-6�" &01— 011\ \ \ rG I \\\ I \\ \ \ \ \ S3Ci _L- _ j E 9'-114 II --- g.72. \\\ \ \ 8'-111' 21'-10" ;- jIIII I \ I I11 a o I \ \ \ S3 N v in I I I I O I \\ \\ ih ■ 2'-114' 7\ \ \Ej Irr ----I I'I I I 1 1Al i 19'-104' I a0 �01 j S3 I \\\ \\ I I I 16'- s' I I I I I rN 3'-0" x 3'-0" x i'-0" 1 2'-6" x 2'-6" x 1'-0" rl ■ w/(3)#5'sEW w/ (3) #5's EW _________ — — — \ _ _ .H. 31/2" T-1C g„ ■ I I o CC STUB UP TO I LO S3 — 2ND FLOOR BUILDER TO 2 STORY _ _ _ FOR A/C PROVIDE APPLIANCE CC _ 5 GG 7'-9$" 2 _g 2'-6$' 7'-9$" PROTECTION WHEN S3 6 S3 REQUIRED PER FBC r - ---- ---- —� CJ I I I II r. �,r---�I 1 uj 2'-6" x 2 -6" x 1'-0" cc 53 I I I ° J I JJi D.W. 11 M a L ■ O w/(3)#5'sEW __ _JL=__ II SINKw/DSP II 1— __1 IOPT. 19'-72" 9'-7$" M�a m 1I 11 CHAS TO II ISLAN REF. ( I ■ 1 I II RANGE IL —1 CJ 2 STORY Cc T r I �"� I I`, 83 F- ■ 1 l I 1 CJ CJ W ■ 1 LAV WC t,�.r/ r 1 �z J ■ (2) #5 REBAR 7" (2) #5 REBAR='1'.= VERTICALS w/ in S3 1 VERTICALS w/ in 7 FILLED CELL FILLED CELL J 91-11'T 2-6" 8'-4" I S3 — PROVIDE %2" x 9" RECESS FOR FRT. DO R T-0" x 3'-0" x 1'-0" L I n9< w/ (3) #5's EW ■ ■ ■ CJ — � — — — — ■ 2'-6" x 2'-6" x 1'-0" w 00� -3 1/2 I w/ (3) #5's EW J to _0 4'-0" 3, 6, ,-10" T 0„ T " I is in ■ 1'-8" 16-0" -0" 1'-4" 8'-0" " 6-8" 14'-8" L 2'-0" x 2'-0" x 1'4' S3 W/ (3) #5'S E.W. TYP. (4) KXX L S3 -0" 5'-10" -0" 5'-8" -0" 5' 10" '-0, 18'-8" 10'-0" 21'-4" 50'-0" FOUNDATION PLAN - ELEV-B SCALE: %4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" 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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Uj CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 CONTINUOUS REINF. SEE FND. 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 w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" r Ir co 0 z f � � W C.n O w m o � Cl) m 4 4J �8ca 0 , M Cl) O o 0 C INN= Y s LL m 0 Y Iz lf) d v o`� Q o a ® RID® N C B C . D d N pp� � 1N►0 CRo Qem zU'Z LN:SN I" dg2� u. W w W W VZZ,C& Z Q .� ¢ �o ��i�t�df��� � � Uj :FLMENG. eJ 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 �o LU < x OUzOVO Z z v z �oW 0 S � J L y�y CL l WOOD O � A\ / z m QQ Q J zz Qo fz -0 � zfzL z 0 � fa � Z< Q z a 9 2: UP) N z W 0 *k N z< W a In Q¢U o � z z N tV Lu u_ ce 2 !E LU J Lr) ri � N,-Yo LU S,0 w 2:z ewEz a In g z �o JZ O 06 �i X: ` UJ x r1 r-4 a- (n o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4n2 SHEET NO. 6.1 (2. TYP U.N.O (2� �z LO 0 P LO tV iV I J m C' M O N N O� v7 O J r- I Q 00 00 Q N N 0 W (2) (2) (2) UPLIFT CONNECTION CROSS-REFERENCE 10/2/1e MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dx1-1/2 J HTT5 4350 3740 5/8" ANCH. l 26 10dxl-1/2" HTT5 3225 518" ANCH. /(28)10dxl-112 K HD3B * 313 050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-114" 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 1 685 1 8 - 10d SP2 1065 605 112-10d SPT24 1 1030 12-10d HCP2 645 555 1 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 1360 FLOOR = L / 480 W13/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (A) (+ 1 OR 2 PLY CARRIER FT 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2A 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 PLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. MAX 2x12 @ 24"o.c. CUT TO SLOPE 2x12 #2 PT. SYP. LEDGER. FIELD VERIFY TOP OF LEDGER W/ RT3A TOP & BOTTOM TO LEDGER (MASONRY) 1/4" x 4" TAPCON @ 12"O.C. TYP TOP AND BOTTOM (WOOD) 1/4" X 3-1/2" WS35 WOOD SCREWS @ EA. TRUSS VERTICAL SHED ROOF DETAILS SCALE: 3/4" = 1'-0" MAIN FRAMING PLAN - ELEV-B SCALE: %4"=1'-0" zC) — o Z N z� Q or LU U) Z V) U v� 4—.J w C-) �U — O LL' V) ITO 0 (TO~ U to o^ CO N LU p '- U CT ' d cc,))= N O _O N ci Cc L o Io o Q rn in 0- o av v rn ¢ a N N (D O z; W g�a o a o LMNooz w z U)u a a l W LU cLL a 10LU o 0 z 0 SgLL U ♦.'v' L' s n • ....0. o! C 0 F E c, C,� t�t�t� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E 0140 N 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z W 0 za f Q W<� �z80 o c < FO 2 w Z p U O �u! a 10 U J LL N Z Q } U zz O I- Z 0 Q 0 O L Q w< U cn N M� z ' o 'ram= J Q x o s M-2 N Ea0- zaz� k � W N o Z Eo-5 Z W Ln 0'oFz WC diO<z G Ln O Y 0 F O Q zaQ`1z Z � a0 o O ob Z g W = a rn SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4x2 SHEET NO. 7.1 TYP. @ HIP CORNE TYP. U.N. W �I00 E I 0 x .1 N N 0 W I I I I I I I I I I I I I I I I I I UPLIFT CONNECTION CROSS-REFERENCE 10i2,18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 1 Od X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 518"ANCH. 11810dxl-112 HTT4 2715 5/8"ANCH. 12010dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-112" HTT5 3225 5/8" ANCH. /(28)10dx1.1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD * 4505 37 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 70ANCH. 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 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1 1195 1005 14-1 Old x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 - 1 Od SPT22 1 685 1 1 8 - 1 Old SP2 1065 605 JjZmM SPT24 1 1030 1 12-10d H P 645 555 t 12-1Old X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD Qo 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 H—I, 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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER (A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER 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. UPPER FRAMING PLAN - ELEV-B SCALE: %4"=1'-0" z M 0 z1-0 CN Z Q U) In C� w °U — O w t— o �� U0 mCq N _ �— C M co — U Z N N 'O Cl) 0 O O (, w"oo < Yo 4 o- o 0 M v rn Q o AI B D® N C B D C 1W N �O O M O N O o MZ O � 2 W M N d Z � z U' Lu W > LL C) W _ V ��� Zp CCU �, o Zw� �• 0 a rti ` CCIM v �c c� 4 +�ritdpi�. 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Cz 0 �o Za Q � f ui OO�O ZU Q t�$J Z W QU W N z-o Q zo } U o F— z Z s �3 z .� � fo Q 2g >O�Z0. � CL O d ZD U og Z�Z uj N 4 f L �p�o z Z N �O�w eaotz JwW �— I � Q Q Z UrQ 18 Y w o lwz Ci• l0 Z �z°o ao m 00 Z a J W = z of � ,--I 11 cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4. SHEET NO. 7.2 CD v M — O Z N z� Q W GCS n �V — p W F- cn = Ln E 0 ~ (� U (M i 0 m N W F - 8 — 0 Cl) c co fC`6 '.O M S gi wig �i O o p s u- 00 U < -00 0 Q rn co fl o Lo S� M Q o N �O 0 W goc0.1 M N W Z z � O j � Z Q W LU w LL SL4I 9ynVW��a��Ct �0�!l' `✓ I ,`M' P �r - ,�-25 E S�;��1�� 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. L A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �Z z d rzad w¢a(Y Uz00 S Z Z a O� c w Z 0 i ii < Z V ^ D ro J W z O ~ �w u U) M z �� 000 K0—V � � O N Zap¢ � o S?o z Z N w J ui rl di�(�8) wo W ¢ ozF Zw�CC), ZI LWZ T ¢f SCALE : AS NOTED DATE : 10/2/2018 TECH: M)AMES VERSION NO. 4m2 SHEET NO. 8 _ I I I I I I I I I I I I I I I I I I I I I I -------------------- M 0 N LO m 0 N to 0 v v a> in rn LO O J rp a E 0 x a L7 r" NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USECHEMICALS S THAT ARE CORROSIVE T STEEL. 0 S EL. 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 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 4 DEGREES .79 RAD F HORIZONTAL] tW 5 G S (0 ) 0 HOR ZON AL] 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, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14, 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4, WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES 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 A6151 A615M-12 MIN. GRADE 40, f'y = 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 X. GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. MODULES OF CONCRETE TYPE MIN. 28 DAY DESIGN (fc) ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCHA RING AND S SUB FLOORING SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE --DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87, 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDED'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 WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4,13.2. 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- " away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rain 11 occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - Concrete overpoty and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 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 vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. 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. :1 41l100 1 Iffy1 WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C9 �_ Z M _ o Z Z E3 U) L) 0 Q) c., w � p •O w H � �N 00 m N _ ~ m Coce) co MM M fig? O0N C_ U_ �0 CCoo 0 S �C rn ao 00 rn Q 0 A I� B D D N�NCBC N N Z W M N op Z W Z co W C W >_=�_o a L_ 5 IWU* !•�,• .' •�: ` SEN _---.y1�V✓W�EpG Q# To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiel 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com sz wo za f rz~ < uj of U U0 0 z uj �oWz vJ y0.0J ¢W00 A Lu U uj N m oo Lu z h ^ LL z }0 f z J az Z -0 `. Q 4 3 Cc F o O U �W �z: U N M ZD cc W z Yo¢ J O a a N u z w Q Lr) � o u- 0 Z N W62 it J r•I I.I_I CUZO H 0 u �~o k I'D Q Z Z �Qz ? z� 6 o m rn lt� 00 Z �[ = J a +-I t1 cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 42 SHEET NO. SIN 00 a 0 s -----------------------, I I I I I I I I I I I I i I I i I I I I I — — — — — — — — — — — — — — — — — — — — — — — - 10'-0" TANK -LESS W/H CORNER OF I J HOME H C G GARAGE SIDE 00 O 5'-0" STUB -OUT FOR 1 -01,LO o o GAS METER O o U N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1T-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. 13'4" (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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX C0 + + + + + PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER, IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 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 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/$" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x —lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking k 1/8" gap P N't FILL CELL STD. 900 HOOK BOND BEAM w Fr Q STD. 90° CONT. #5 BAR T. #5 I HOOK IF BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking k 1/8" gap P N't FILL CELL STD. 900 HOOK BOND BEAM w Fr Q STD. 90° CONT. #5 BAR T. #5 I HOOK IF BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2° min. Small 2" } gap max. � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ye" 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. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack 'Non stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below." local building code for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. 1 nail each side at bearing. 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. Load bearing walls Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8' 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 1 beam below Load bearing wall must stack over blocking and wall or beam below.'" Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls Odnails SECTION @INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) .I !� 7=ROUND 6„" A 1 2' ROUND HOLE MAY DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN 1�" THE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 8 V-0" 1'-1" 1-2" 1'-2" V-3" V-3- V-7" 1'-11" 2'4" 2,-9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'-1" 1' 2" V-2" V-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5' 4" Span (ft) 16 V-0" V-1" V-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'4" 7'-2" 20 V-0" V-1" V-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" 1'-1 " V-2" V-3" 2'-0" 3'-7" 4'-9" 5'-10" 7'-2" 8'�t" 9'-6" 10!-9- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER, 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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 SIMPSC wl (22) NAILS 1 5/81 THRU BOLT SIMPS( wl (22) ' NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) : ,I j I1=�1 I ICI I II II I Tm� Nail with 10-10d nails. nstall tight to top flange.SLEEVE THRU STEM SEE PLAN FOR °• ° . • FOUNDATION INFOI. a. G' STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0 CENETERED @ PIPE PENETRATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION N A ° PLUMBING LINE PVC OR SCH40 SLEEVE /PVC OR SCH40 SLEEVE r_ PLUMBING LINE Q GL e.• A �J �Z •° • 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0 CENETERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE aO _ Gf d° G Z M 0 — o z(0 z Q a z V) 0 9;J cn �U — 0 w (/) 120 o C) to co m w ��m aM @ 9 N o000 w� (J 0_1Y O Y Q rn av rn Q o B D® N.0 H D c �v N `D Nom 1� Z NOZ z U) W M � H � M � C LUQ N7:,Mf aw J Z+, RFD F�Cno `I ;W 8M w �0�� ®� � °p m /-FS5���t'��' `ir ' iAr9Ffhltli`" 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. AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z H UUJ �a W � zoo O 0 W W oO z UJ WO W LL N z zo z !z z z a z -0 ` \� < N fu 2: 110 z O > U �� U tV M ; 9 pOz �° �r m2 �._ () W vp-W-< r a N Z<OZ wZ Q 0! f Q N 2 Z Z N 0 o�o a°o�Z w to LU UJI C L z w Z F V gFo z <<S Lo Cal0 00 z � _ � T- 4 f1 o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4 2 SHEET NO. SN 1 �— I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF I 518"OR 1/2" HIGH STRENGTH 1 (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE @ EACH END (WHEN PARALLEL) I ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) I TOP PLATE LE (10) Od CONNECTIONS. LS TALIGNED W PROVIDE RUSS MOD T HS.P.F. DOUBLE w! CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ NAILS WHEN (10)10d NAILS WHEN TRUSS ALIGNED WITH I 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW I 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ I (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. < _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'4% EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < T-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 112"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24' O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 1 LAYER TYPE 11 #30 (2) #5 CONT. ON 3" "' - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND () ( ) 6 x 6 W1.4 x ER (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT - 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " "' ELEV. 0'-0" „ INCLUDE THE WALL � � � PITCH > 4:12 ° ° — OR 5/8 x10 WEDGE ANCHOR @ 24 x 6 W1.4 x W1.4 �� 6 x 6 W1.4 x W1.4 ° a a a A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS / 2'� �� WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE 11 C CH (#15 OR #30) UNDERLAYMENT —I ((= I— N rA . ° ° ° I �I I �I ICI-T1I 4 31/2" MIN. 31/2" MIN. FOR ROOF PITCH 4:12 OR LESS. I -I ZI=1 I _ I �I I I=) I �� ° a ° ` ° ' a a a ELEV. -0'-31 /2" Z ' FOR UNDERLAYMENT I — — a a ° ° a a O ° P. ° 1= I I —I 1= I I ° I=1 I —I � I-1 � I ;I a 4 a a a ` REQUIREMENTS SEE R905. I- ° - _ _ a A.F.F. LL ° PRE ENGINEERED WOOD -TI1I I I ll I a ° a - - -_ I—T� I —I 11=I 11=I I _I I 1=1 I I —I 1=1 I 1=III a , 2x4 CONT.a a p T1T31/2"(miP4- ; �� _ = T ' 1/2"(min.)- 4" TRUSS @ 24° O.C. U.N.O. _ _ — — — i,I a a a a a N ,� --I I I ICI I F °° _ III— ° — —_�-�ff 12 —I I III-1 I �—!I I �I I I �I g I I ° 1/2"(min.). „ rn. „ HURRICANE ANCHOR @ EACH -I I �I I �J-) 11= I I=1 1=III= I I ° a GARAGE DEPTH VARIES ° 31/2 (min. - 4 - I = I�- 3 1/2 (min.) - 4 -I I 1 (TyP') VARIES TRUSS (SEE UPLIFT SCHED.) W! 8„ ' I I -I Iy �.Ti=► I I I I I6mt t �T-� I — �(�T m I -r = Q. - a a c a -' i II III I I III —I , _ I I III III T=1 L1. III _ I— I , METAL PL. UNDER EA. TRUSS 9 - II I I I I -I TI� MOISTURE BARRIER a ° a (2) #5 CONT. 4„ j--? '�T 8,; (2) #5 CONT. INSULATION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MI . 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP("CC NAILING SCHEDULE ON SHT. „_ ,- „ „= „ "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 SN1 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 SCALE: 3/4 —1 0 S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. s 5/8" OR 1/2"HIGH STRENGTH CEILING ALUMINUM DRIP GpN'(�N�pJ��l BOARD ER CODE (OR 5/8" EDGE s�c�R GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING pcs W/A HABITABLE ROOM 12" N.O.,2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C �o.e�'N�o 5 1 ROW 2x BLOCKING MID HGT. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN () 6 CEILING & 8" O.C. WALLS FOR WALL HGT. 8'-6". (2) 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / NOTE: ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. I I 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - I #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR cam" LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 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 I 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS BOLT INFO. I I 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. PLATE WASHER TYPICAL 24 O.C. VERT. OR 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL (IF NO UP LIFT ON @ W/ 7" EMBEDMENT (MIN. SHEAR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) I 6 1/4"x31l4" TAPCONS SPACE ANCHOR •E I I () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING *SIMPSON SP1 BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED � FIBERMESH BAR Q w/ (10)10d NAILS - WEEP SCREED INSTALLED ARCHITECTURAL TYP. I 2x P.T. PLATE D PER MFR INSTRUCTIONS I- - END OF 2 D PLATE WWF OR FIBERMESH r w FINISH I ASSUMED FINISHED #3 OR #4 REINFORCING BAR Uj V 1x2 PT WD FURRING 24" O.C. ' ' GRADE �- — ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi @ r - ° '� [GRADE 60 MIN. Fy= 60ksi] T�I I —III re C , . I — I I=I1 I o ° FINISH GRADE a 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° z �., _ , \ °. 25" MIN. LAP [30" MIN. LAP] om U.N.O. p p °o p \ ° - - oo CELLS (SEE FOOTING MONO SHOWN D -III-III=I I i LU FOUNDATION PLAN FOR CLARITY ° D _ _ _ 6 MIL VAPOR BARRIER I I ( I ° I - I I I —I I - - � a ° I1=) I I ° I �I I1=I =I�. #5 REINFORCING BAR R 1 7/8" FOR LOCATIONS) D D D ° D I —III —III —III —III —III— I _ N z T TI I- I— 11=I i 11= 1x4 P.T. BASE NAILER ° III=III=III—III—III—III— z I I ° : I ICI I I —III= i1=I I r g #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION ° ° - - - - I • LI �I I I=1 I7-= I I I=1 I_I I —III —I I_I I—III=1 g I I I=�I=I1 I �I I I 36"MIN. LAP (36"MIN. LAP] ON 3" CHAIRS $ 1 �„ $„ 31/4" BASEBOARD PORT AT EACH NOTE: g D I I I I I I=I I I I I I=I I( I I I= N COMP. SOIL. (COMPACTED TO -I I °° _ (TYP.) LO FILLED CELL TYPICAL *FOR BEARING WALL =III=III=III=III=I T o W/ UPLIFT ONLY _ _ _ _ _ = 95 /o MODIFIED PROCTOR ASTM �- I �—I I I=I I —I I �t-, .I 10" MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=III= I=I =I =) =III=III=III= = = = =III= ,III D1557) 'J_I „I I, �,TI, �,I hI I ,,,I I� I ,�, MIN PSI MAY VARY PER cn =1 - —I — — =I =III=III-III-III=III-III= I=) I-i 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. co TO CUT BLOCKOR POUR I -III -I L-I I I ilTli l I- I I-1 i'— #6 LAP SPLICE TYPICAL INTERIOR BEARING � CURB DUE TO SLOPE 0- CONCRETE SLABW/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/UPLIFT rG I W1.4XW1.4 WWF OR = � ^FIBERMESH" BELOW GRADE DECO FINISH 4" to 6° SCALE: 3l4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB INFORMATION. — — — mcc 111 N °° Z N M _ , r ° ° ( 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) 1 1/2" RECESS FOR 00 VARIESF OR FIBERMESH $ - = 3 1/2"WWF OR FIBERMESH SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) r CV C 0 6 MIL VAPOR ° i 4 I I = z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS `o � NBARRIER D p d GRADE AT 24 O.C. MAX. a e > a a a CONNECTION INFO rN = I • • - r _ a SEE PLAN FOR _ _ & LAYOUT DESIGN a a' COMP. SOIL. ° °° _ _ - - - ! - - - (COMPACTED TO 95% - �= I= - - _ _ _ -� TOP OF BEAM - - - c o J�J _ _ - _ - - -(1) #5 REBAR w/ OPT. SEE ROOF PLAN ;o _ -° a. o A 117 MODIFIED PROCTOR t ry�-I I I- - I I-SCr EIV ENCLOSURE (2) HTS20 FOR STRUCTURAL r _ I III -I I-iI I I I . ASTM D1557)�-�- BEAM SIZE & CONNECTION INFO Cl)I 8 Id �I I' R. (2) #5 REBAR CONT. 4� - I I I- o ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE PLATE DETAIL MIN. ° 2x4 P.T. ri U.N.O. ) 2x4 #2 SYP P.T. FRAMING w/ ins MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �T+- 41' - 8" TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L °'S'B' ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 „ S3 SCALE: S3 w ~ o SCALE: 3/4 - 1-0 ass SCHEDULE Q P.T. 2x > SLABINFORMATION.= SEE TYP. WALL TION FOR ADDITIONAL 1/2 GYP. BD. coLUMNLocaTION Q w 6x6 P.T. #2 SYP N 2" Ho FROM SLAB W ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5%" 0,_0„ J CONT. BEAD SEALANT a DEEP AND 6"BEYOND ¢ SCALE: 3/4"=1'-0" S3 W DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE a PAVERS /DRIVEWAY EXPANSION JOINT _ -31/2" ot COLUMN TO PORCH SILL 0 C /4"x3" TAPCONS AT 8° MASONRY WALL AND 11 = CONCRETE SLAB 14" 13" GARAGE ATTACHMENTS & 18/D1 = PAVERS O.H.D. RECESS z O.H.D. RECESS I I `= 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I I T CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS M W/DRYWALL SCREWS @ 8"O.C. _ EMBEDMENT @ 12 O.C. TO FOUNDATION PAD �..' r —' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. r ' Cl)' ' y PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M _ t- (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE_ _ a : • I —I �I I 1 ao TENSION 120#) CONCRETE SLAB _ M FILLED SOLID (SEE PLAN FOR 4 r 6 x 6 W1.4 x W1.4 iv SIZE AND REINFORCEMENT) c7 -III= ° ° •=I = =III=' •, �I=� I I -I I - a WWF OR FIBERMESH M w o _I=I - -) I= - (= v _ co Cl) a N 'v - _ =!'-III=I a BRICK PAVERS or SLAB PER _ - i I _=III= 11= _ _ COMMUNITY SPECS " v.; I. - a SEE A/S3 OR J/S6 (IT M 6 MIL VAPOR - - i'- - - - - _ - _ = 0'-0" FIN. FLR. _ _ _ _ _ _ _ - = =III-III=III=III I I =III=III- LU = =I I=I=1 I- —_- _---- _ _ - FOOTING — I ;, r ,, SEE A/S3 OR J/S6 — L =1 I I—III-1 I -III —III —III -III =1 II II II II I II I II III (I III II II I II III BEYOND " BARRIER FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE '=III= = =III=III= 1— - =I I I I III=11 PAD REINFORCEMENT 3 MIN. CLEARANCE 0 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) '-"' "' "'-' ' ., • � . •� 1' 8" 2 STOR 1'-�" 2 ST RY ••'4 '4 • • SEE F°UNDATI°N o ( ) ( ) 4" 4" * : CONC. PAD INFO. (SEE SCHEDULE) FOE SCHEDULE DIUDLE .. GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N w SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: 3/4"=V-0" SCALE: 3/4"=r-0" S3 S3 S3 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. Z M 0 -o N z� n U) z c/) Uf (1) C 4--J W � o • O W c W N ��m W f— p — U N Cl) M ca co N O O U o -"00 fl Q � C, �� �a o A 1 B D® N.0 6 D C mass, N .w O M O A W Y, it U) Z U, z W d m a LY Z=t1h4 4 SENfi`.'g,, Cj �• s VIf 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 stuctural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com oz O Lu Q W 0 0 Uz00 Q zLU W �nwZ QfJ Q L00 O N A J LU m o J Q Zo E" zZ I" �j Z z -a otS ro Z a� 0 z _ W E o un (V M o °OOz o � F- U O LU h LU Q N old9 Z z iO'2 W Ln LU o � Q z z 12 z aaO m ud 0 O0o rn ,- 4 a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: M)AM ES VERSION NO' 4m2 SHEET NO. S3 (MONO) r-----------------------t I I 1 1 (2) 2x6 OR (2) 2x8 I I TOP PLATE SEE 1 1 I I PLAN I I 1/2" MINIMUM CEMENT FINISH I I (2) 2x HEADER TO SIT 12x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE I I SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION. I I CONNECTION SCREW OFF CAP (3" DIA.) j 2x DEAD WOOD @ MID FOR CLEAN -OUT I I POINT w/ (3) 12d I I MIN. EXTENSION FROM rn Ln 0 r- LO I 00 i m N M 0 0 fN rn LO 0 0 J CEO -.4- LO 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" I I DOUBLE 2x TOP EVENLY LS SPACED EXTERIOR FACE OF BLOj1/4" ❑ STEEL AND GROUT ❑ ❑ I I EVENLY WALL IS 1 1/2" MAXIMUM I I PLATE INTERIOR I I HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTEWALL ❑ ❑ ❑ I I FACE OF BLOCK WALL I I I - — — — — — — — — — — — — — — — — — — — — — — — -I 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SLI 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. 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/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3)10d NAILS 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 SP1 w/ 00)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK IF KNEE WALL ABOVE MASONRY WALL DETAIL 41 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 o SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE N GARAGE FLOOR SLAB TROWEL FINISH SEE o GENERALNOTES o SLOPE FORWARD 00 FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN-OUT(*"A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK-OUT— NOCK-OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 a ° $ d 11, Q c a 4 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES Orr FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J Q s m "WEEME, IT > 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. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK e a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 3 1/2"- 10 2x CRIPPLES @ ---' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE rOP a 1ARAG E IOOR (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1N GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 O,Q $ SIMPSON HTT4 TYP. Op F��NQ U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K*"Q SCALE: N.T.S. 54 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d ICl/ NAILS AT EACH STUD j{] 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION 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. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)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 MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U v? a 2x TOP PLATE \r2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. �— PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl 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 1M/4, J ATTACH ALL — EXTERIOR STUDS W/ Y�16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON nc G 2X P.T. PLATE BEARING WOOD FRAME WALL ,J 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° a.* • HTT4 w/ (18)10d NAILS (3610#SPF) ° • HTT5 w/ (26)10d NAILS (4670#SPF) o ° • DTT2Z w/ (8)1/4" x 1 1f2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)1!4" x 21l2"SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1l4" x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14)1f4" x 21/2"SDS (4065#SPF) ' • HDU8-SDS2.5 wl (20)1f4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6865#SPF) • 5f8" DIA. x 12" EPDXIED A.T.R. MIN. $" EMBEDMENT w/ WASHER &NUT o FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7l8" 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 wl WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 �lmraUlvr4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 7. EIVI-544�� 10 ST J M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM \ FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 4 / v 4 IR- 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE F 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL C 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 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 S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. —"')Ii FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. (D Z M 0 z� z J W z t/) Ui w M .O L e �L/) i..) o n m N LU r- S CM co co c6 -0 M = 0 'O N U tU-00 �� ¢m �Qo env �Qo B D. c N �C o R 10 N W�M�z w z UHP J la W Q 1 °tlw In z '2 0 W 4 as UM�lcci0f1d/j,� a e\ " ­j �� d -cot I ���, - Qp o ��P p •, t ®, (_ P ��ffB^'fi�R O F E $ Soo e``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, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LE N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 wwwlennaffampaxom �o �o W zg ¢f x Uj UZO0 I,= j. S p ? Z �dZ� E0� U W N ro Q zZ a S J Z � fo F i o O Juj U. un N M .9 moo p 4"8 �# (V J a ZZ;� aa2:� Q !n � Z fV Eo�o Z LV fV L0 LLj ra��Z D(DZo J rl L. Q z � ° l.0 d- Z a �o z ao 0 06 Z W _ J Z w rn ,-I a V) s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 42 SHEET NO. S4 0 cV u7 co I 00 i m co N M 0 v in rn 0 J �I00 -----------------------, j SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS I NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) I SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA, I @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER TOP CHORD SHEATHING DETAIL BLOCKING FOR j FIRST FOUR BACKNAIL w/ (2)16d NAILS 20'x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL I ROWS OF 45' ± 24 MAX' TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ 7BRACE SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRO 10d x 1 12 @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8 OUTLOOKER EDGES OF I TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO ° 48" O.C. EACH JOINT W/ 3 10d I O AT LEAST 90°!o OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90 /o OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT j EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d I SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ------------------------' ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C. w/ @ INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) �v FASTEN WITH 10dx3" @ 4" O/C SPACED7 INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE @ 48" O.C. I I MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. I I WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 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 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x21/4" SCALE: N.T.S. 55 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR (V (V �- r SEE STRUCTURAL X-BRACING, AND TOP r ' M x " NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION co °° SHEATHING DETAIL 1 1 2 2"x4" CROSS BRACE WOOD TRUSSES ao 5o APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 t1v 10d & (2) 10d TOE BOTT. CHORD FOR 4 TRUSS SPANS ^ NAILS @ EA. END ATTACHED W/ 2 -16d �j 1_.11 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 211 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING 24" @ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C wf (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR Zx8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWSELEVATIONS) 4„ MAX..O.C. OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT Wf (2) • TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r GABLE TRUSS --1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C x SIMPSON HGA10KT w/ (4)1/4"x1 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)114"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 16d TOENAILS 2x4 LEDGER ( DBL. TOP PLATE NAILS AT EACH STUD MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER - (2) 16d NAILS 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 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 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 EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. 2tMAX. 4 OUTLOOKER O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) �GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" fOSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION ( ° SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 1 SECTION r 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 11NIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) 10dx3" O/C @ 2"x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL l J 1 SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. VVI\1 ✓Lfll \IIYA GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 -MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2X4 BLOCKING W/ (2)12d TOENAILS 8d @ 6"O/C �nrnnn Tor Ieece 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ AAII /'1I11 /T/1"1\ `-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION UNEVEN CLG. � ) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4!'x1 1/2" SDS^- ^ ^ _UVN 1. DE/ArVIYU GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 ✓,9 C� Y CORNER JACK 4 w z x 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. C'J w Uj 0 o , 0 z q w m o ' 0 C'i w CD 1 CD T q o CC CD T cc C w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 LO M z _ o z�z El- U) z Ln 0 W w C6 0 .O w 01- r Lu r o ,� r6 U oh m W F— N M m co — 8mvN S ai O N U -CU_oo o cu "° �o ¢ 0) U)ao Lin rnQ d B D® _ V 't N N O cD G, O M = W 13 LU ZWRNa� �z ao Z = F— N W Q W 45 >=LLs Q. ru a N¢M Q co f•,yC"dE . rA. '/S fp t�F+,. •4. 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z rr o U zoo (DOwz [ Y 'z J a � FLo Q J Ln Q z >z ° W Z a z -a u M 4 zZ O — �w U t!) N M Q o00 V2Yr LL "m� �ao� N z¢Za W Q aaE� Z Z N LL O f a.0,� W J Lli rl LLJ � 0 � If ' 0 v> F � v Z �D ¢ z z Rom m O Z Z jz ` x,-i rn a U0 s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4 . 2 SHEET NO. S5 r----------------------- 5 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I L— — — — — — — — — — — — — — — — — — — — — — — J (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATION-15/32" BAF BAFFLE CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL o NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER J ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO +T 16" O.C. 2X S.P.F. STUDS w o i W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD in 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d u w LAYER 1/8" THICK. COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD _ INSULATION PER CD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN h (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C LO TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. I i FLOOR SYSTEM —METAL SEAT � ER PLAN 0 - OR FELT m ' PAPER FOR CD 14 - MOISTURE M BARRIER ° 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" N GYP. TYPE ")C @ GARAGE ONLY) W/ 1 3/8" rn DRYWALL NAILS OR DRYWALL SCREWS 7" O/C o CEILING & 8' 0/C WALLS STD. 90 HOOK (SEE DETAIL) -' 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT i NOTE: LAP SHEATHING TO BOTTOM OF o BAND JOIST TYPICAL SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD / 2nd FLOOR WALL---- / vffAND JOIST— *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x i 1/2" TO BAND -- JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION, SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER tTE W/ 'O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) o V 4"x4" INSPECTION PORT AT N a EACH FILL CELL TYPICAL E 1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE y BASEBOARD N TO CUT BLOCK OR POUR SECTION JIS6 E MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING o ATTACHED WALL SHEATHING = MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH o MUNICIPALITY 4"to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED _ °- \ d ° FLOOR TRUSS SEE FRAMING PLAN ° FINISH GRADE 00 M I I_—III=I I I=) I \ _ FLOOR TRUSS — — — SEE FRAMING WEEP SCREED I�— TI= I (I ° ° ° °. II—�=III =1 INSTALLED PER MANUF. 6x6 w1.4xw1.4 I I �—III—J I —III I I do? PLAN WWF OR FIBERMESH o ��yT� III I II II I I I II : I IDI 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)10dxl 1/2" 1— I —I I I —I I —I =) I O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS (3) # 5 REBAR ON 3" CHAIR 41,1 • „I I, IT-1 I I— STD. 90'HOOK END WALL W/ (2)10dx3" @ EA. I I BLOCKING & MIN. 4" EMBEDMENT (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK W/3"MIN. CLEARANCE TYP 2-STORY WALL SECTION J SEE DETAIL 2/D2 FOR N MORE INFORMATION o SCALE:3/4"=V-0" S6 2ND FLOOR FRAME CONNECTION R W PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ I " 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSIc ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION r B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0 S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN SCREWS TO MANOONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION ,-- B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE:1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3116" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 7' — ° . P °'. _ —1T ° ° III— ° I= III — I I I ; ,11 I LEI I I�FiI 1 r r (3) #5 CONT. ON 3" 8" V-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=T-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB —� EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w x SOLID 2x C BLOCKING @ ALL zi C SHEATHING N ,Z-. EDGES (SEE OPENING SECTION X-X - w dU C w x E t- 2x STUDS w BEYOND. SEE PLAN o 0 rn I I I ' -2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. O O 2 0 5 FT. 4 FT. O 5 FT. 4 FT. O2 O O @) O 4 FT. 4 FT. O O 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD a z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO SHANKNAILS) G = NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD O �w (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 LLt O� O N SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 4 it F- O O m PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO LL F U.STUD Z W 0 AND OR BLOCKING AT ALL EDGES. _ N W a 0 v � LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" S 1/2" Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL 0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL f� SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2' • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 0 AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16' OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8d NAILS 3" O C STAGGERED C WALL SHEATHING INSTALL. VFRTIfA1 Rl CKIN S6 & NAILING SCHED. SECTION X-X Sic p�Mpo� LqN 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 81, O/C TYP.. NAILS 8" BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.Oi 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE oo N�F'S'/pR Nc SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH .d ° .. e ° a• r ` • _ �'°°.�� " •. �aa 1�IILII�IIIIIIIII '. ° ° ° d" I III-1 I 1=� (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING [u! HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 60 FINISH GRADE =I _ °° -III=I1 oz @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" ADDITIONAL INFORMATION. I CD C) 0 o N Q UD � w 0 w m F= (Q f a (n ti LU F— sit`S N M m C) CCN a; � o 0 0 yLLCO MOM� o 4� rn co 0 00 M < d B D® N C B D C 0 MM N N � W *� U LULU O vc i6 z (n ¢ rz C44,o -_f • �? ! �fl� s •� �� �,�:° O ,mow �O F E S -'\C) x 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com oZ 0 N W� aa- War0. x Uzo0 U) J �ozz < \f ` J aw00CD SW�o e"N W m on Li�1 06 Zo f 1: ti 1L-r . r /� co z z a z -0 �� Z ca p Z (V �O �= 0 d' v J J W g Un N M w ; g °P 0 _1 < U A Qo 4k ZWQ �o�o Z Z N N oo-o � W Ll� d! ¢a2 z 8 _J LUc G LA F¢- 8 a a zz aoz PaZ tu 0° 06 Z :5 =Ln Jo � I ,—I a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4w2 SHEET NO. S6 (MONO) rn 0 r- N I i m co 0 v v a in rn 0 J -..J- CZ W Q 0 E I FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLU NAILED MATCH NOr OTHER 1 / / STRINGER MUST MAKE FULL CONTACT WITH LANDING J_A ALIGN THIS STUD WITH FACE OF 2ND RISER / fl � T IN, / ------------------- 2x SYP CUT TO FIT ' I BEARS IN WALL I _-----2x12 SYP BEARS IN WALL I I '--2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN a' AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST \ ' NOT TOUCH STRINGERS 1 --- 4-2x4 BLOCKING FOR 2x12 I i-2x4 PT UNDER 2x12 ROVIDE MOISTURE \ PROTECTION / LZATTACH ALL COMPONENTS / R TO CONC. W/ 4" X CONS @ MAX. 32" O.C. -ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W1 J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER FULL CONTACT WITH LANDING i — / 61, � 1x4 GLUED AND NAILED TO STRINGER �STOP x4 DRAFT 2x8 SYP DRYWALL STOP / MUST NOT TOUCH ' 2x SYP CUT TO FIT ' ' STRINGERS BEARS IN WALL 2x12 SYP BEAR I IN WALL I ` 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP / \� 2x4 SYP BLOCKING FOR STRAP / 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ (114)4)10d x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE 2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS DOES NOT BEAR IN \ ` / \ / WALL SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING J ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD �. GLUED GLUED AND AND NAILED NAILED--N ' 2x� ' I DRAFT S P I 1 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED\ INTO FLOOR WITH GLU / NOT TOUCH STRINGERS INTO FLOOR WITH GLUE--AT- STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT POINTS E� \ C _ x4 GLUED AND NAILED TO STRINGER POINTS —� FOR DRYWALL SPACING H SECTION VIEW _ SCALE: 2' = 1'-0" U1 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 011111111■11■o DRAFT S P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L, AND NAILED TO STRINGER KOR DRYWALL SPACING H SECTION VIEW "E" E SECTION VIEW _ SCALE: I" = 1'-0" SCALE: 1" = V-0" 3/4 PLYWC ON DECK —2x8 SYP AND NAI FRAM I N( 2x4 DRAFT STOP 2x4 BLOCKI C ~� NOTE: 2x8DRYWALL ' \\ OP NO SHOWN / SECTION VIEW "C" SCALE: 1" = 1'-0" _ TOP OF D / ' STRINGER / CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR F] FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 a x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = V-0" F SECTION VIEW SCALE: 4" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO fiALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO )ISTS) H 2X B�OCKING 2X STRING6 PSON MTS{2 w/ ' 10d x 1 1/2"NAILS \D OR 31 6 2X BLOING / RISL� VARIE / ECTION VIEW "H" SCALE: 1" = 1'-0" U r Z M 0 Z z Q J I� Z V) Ut cn w is p •0 w C m ~ i� U or- m CV W O O M 0) (O M = U� O O C> U ul < L V- 0000 cu Q o Im Q- o av rnQ o B D® NN YC N N O M W O N O O .a W U) Z W a a W E Ckz0_0_24g _24 a o Zm o l� as ems- Z en ¢ � LL LF a �0 VvV zo ::e J •• 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. L 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com o z 0 �QW za g Q wC� Q� �z00 z � z 0 W Z C� 0 J aa0°R LU O LL N ^ O - zz a8 fz � Z `. LU o ' a U `n N M U) �� 000 SYP off¢ N z < Z < wUja� Q Ln g89. Z Z fV N �0�2 �ao0� LU Ln ZU J r-I LU n F u lO Q Q Z rho Z tu 7 Z 0 nJ m Z o V O 06 � _ rn ,-+ a U0 o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4.2 SHEET NO. ST ---------, I I I I I I I I I I I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — J DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT, SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 LONG X 3/16"� 1 X 4 FURRING 3/16"0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGEREDL1X8 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 31� DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END WI MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN//7/. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/1,6"0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL Mom' $" UNACCEPTABLE INSTALLTION �� DO NOT DO THIS ♦♦ PROPER INSTALLATION �� ♦♦ 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90 HOOK - 11L - 1:1/&: 7/ DL, - +5^ NOTCH WEB AT FIRST 2 COURS ' (TYP.) #5 REBAR (TYP,) ♦♦♦ 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" AR ♦ ♦ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED �� �♦ D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) ♦� ♦ FACE NAILS 10d @ TRUSS VERT. WEB DLJIL 40 40 METAL SEAT PLATE NOTE: 46/::7/ LAP SHEATHING TO BOTTOM OF BAND �'' ♦♦♦ . JOIST TYPICAL ♦♦ +2 NOTCH9V @ FIRST COURSE SIMPSON HGAMI OKTA @ 12" O.C. ♦♦ - �' IINTO w/ (4) 1/4xl 1/2" SIDS SCREWS ♦ +I ��... F BAND JOIST & (4) 1/4"x2 3/4" THE TITEN INTO K.O. BLOCK ES ♦♦♦♦♦ FILLED CELL PER BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN FILLED CELL INSTALLATION rH SCALE: N.T.S. RETROFIT FOR MISSING EMBEDDED STRAP SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX =1610 #FOR 2 STRAPS SOLID W/GROUT tr 2'-0" 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS 4. IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS OVERRAN AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W 4 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER O 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 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 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 IF TRUSSES USED W/ 3 #6 X 4'%" WOOD7 * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC ) () NOTE; FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ kO�FJ�y TO TRUSS OP CHORD ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. qN (F 11-0" 51-011 SCALE: N.T.S. SS 12 + + NCTiy PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION 2x6 #2 SYP @ 24 O.C. + + °710 WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. BLOCKING AS ROOF SHEATHING ATTACHED + REQUIRED >• d •: o .� "� • 1/4" MAX EMBEDMENT INTO K.) B_B PER NAILING SCHEDULE ALL TO SUPPORT ° 01, #5 BAR BLOCK HEADER 2'-0" 8° SIMPSON TRUSS + + SOFFIT ° 'D. 1•�„°e' ° P e.° 4 SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS + CENTERED W/ - 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► o ° ' °0 9 !i IN TOP o 8d NAILS EACH TRUSS > a KNOCKOUT / iv _ ° CHAIR BLOCK 3 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d e ° PROVIDE 2x CONNECTOR C ' PROVIDE 2 x 8 DIAG. BRACE BTWN,,,,NAILS AT EA. END PROVIDE (2) MIN. TIN CONT. W/ (3) SIZE AND RE NFMONOPEROPLAN — •D' ° N VERT. BRACES WHEN HGT, OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS- o BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF it JACK TRUSS PROVIDED BY SCHED. TRUSS COMPANY OR 2x4 7CLEAN FILL o ° • ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT N TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN ° STANDARD o PRECAST LINTEL > ° 90 HOOK N SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL d 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN `a TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL - �, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , m INSTALL WDW, SCREW— toBTWN, OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ' ,• , ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. ', P! PER INSTALLATION DETAILS STEMWALL FOOTING SIZE AND B_B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" LO o GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, -a 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 i D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DRILL 3/4"x5"MIN. HOLE SET BAR IN a' HOOKED ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 4 3 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT Q 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 W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & 1 o COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION () #5x6' EMBEDDED INTO EXISTING BOND BEAM (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD � o E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED N. SIMPSON D "SET" i. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL COVER 6'-0" F F EPDXY MIN. 6" EMBEDMENT & Q �' OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ 0 LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP �- v NON SHRINK GROUT. o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n ° �,' CL A REINFORCING AS FOLLOWS:—* �T�r Q 1 i * PLACE LOWER HALF OF MORTAR IN BED JOINT. N SEALANT =I �� j U- 0 T DO NOT FURROW. o —�—— I- a #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o ' T�=I I U z g EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL III --III= a � FILLED CELL o SMOOTH. DO NO FURROW. ° °—I I Tr N TI=F DRILL 3/4"x5" MIN. HOLE o F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT �I FURROW. MAINTAIN UNIFORM JOINT WIDTH. GRADE a, p -�� SET BAR IN EPDXY 6 MIN. LAP °' O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 ° 'Q REMAIN FREE OF MORTAR. NOTE: "' z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° =:;D 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 oO WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION o EXISTING FOOTING 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 1 SCALE: N.T.S. o GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION, LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL L MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. " " = V-0SCALE: 3/4" = i'-0" K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. C9 co a — o z N z� Q V) C4 Q) u, p .O � U o0 m LU F— — N M m M N M _ U •-�O O o N oo I fir, U � �o Sao rn Q o A 1 B D. N D C.C B BD IF N D N Z W sN�z w z° d J oQ ,a U) W a �"B w W V Q =LL o a L V Q C ow ,ate �a i e Q•"\•1; J E r •sa n GO L � --y �J " e a� _ N Q 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. L NA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com z0 �Q uj �a W Q l Y OR �zso z W �o?z UJ J-r Or W 0 OD O N W LL zo /1 }v J oz 0 0 JW �f U 0- ¢u �k fo i7ma U�o¢ N r%% z�Z� as Q U) z CV W��W z J N Lr) LJ-1 WL ¢ z 0 gF Q z� Qaz z 9z 0 00 Qz J = 0 a rn ,--i a U0 o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO° 402 SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS -� COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS MAX & EACH END ALTERNATE A. DIRECTION TYP. � [*Q Yv/ L-Ivu `'w Lr-%%rI 1 I IIIJV%] vv LLJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH :3 TB .13M PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS -19 HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMP80N HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w! (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) L.SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCH DULDE/PLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT (A� A A SEE PLAN FOR SCALE: 3/4"= V-0" BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHEDI SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 ii FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION o AT 8'-0" ONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS • MAX WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT TRUSS 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 wl (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEECOLFLOORMN P & N FOR INDICATED 10d TYP. NAILS U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH IF PARALLEL SEE 2/D2 FOR r[, � T & B CHORD OR WOODEARING (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BSTEEL SUPPORT o. ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) �3 A -A ALTERNATE BLOCKING CORNER 4 SECTION AT LOW ROOF r9 SEE FOUNDATION N DETAIL INTERIOR BEARING @ 3 5„ PLAN FOR MORE INFO SCALE: NITS 0 J SCALE: NTS COMMON B M ATTACHMENT 18 WOOD TRUSS . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS o SUPPORT WHERE TRUSS DEPTH EXCEEDS J TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OgL VARIES 2x STUDS @ 16" O.C. o ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w! SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONALA 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON r 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ 12 10d NAILS AT TOP 0 16" O.C. W/ (4) 12d COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO. 2x BLOCKING BETWEEN STUDS c� TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS co STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES C ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL 2 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS STUD ) SHEATHING ATTACHED `— PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ MTS12 w! x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS 1 1/2" NAILS TO BLOCKING BLOCKING G o = WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. y OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ xx 7 TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR T10)F FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. a o STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD o (3) 12d TOENAILS TO a HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING " I TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN as (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. LS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. 1 MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTIONCOMMON U\—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) S H EAR T RAN S F E R INFO. °� SECTION @ FLOOR FOR CONNECTION MANUF. NFOR 16d NAILS AT EACH END o CONNECTIONS S TO G.T. EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLEK"l2 SECTION BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS (D V M 0 — o N z � Q a Ln o W 0 W Ln a U oo m W r N N M M P Z IN0 N a O o 0 �U_ U 00 0 _ Q 01 � Q. rn QQ Al I D D® NN JC ijo t N `O N v O M O ♦/ 00 O N Z LU DM Z z U) V LU LU '_ LL 10 to ��� Z p � 5-�,6 o inZ to I a' d L W N Q Mi Q o § n%Y'2)FFf, . r�\tWtl F • y' ,`IV < ®Fa,C> 4�`0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com w� wairir zoo oo�c� U) �0Zz uj a� oM / 0 V Fuj Z o � U LU Zz Ez z O Z "O `� C/) 0 110 C/ o U-) N M ¢ LLI >� ooz 0 *�� J F-Yr Uj o Q a L0 aa�bg o1_d9W Z Z r4 N � 6-2 Qa0,i LU t--I w Q LLJ Z a z o g¢< 1..0 Z �¢z = z *k z °o m � Q LU = z aE SCALE : AS NOTED DATE : 10/2/2018 TECH: M)AMES VERSION NO. 4n2 SHEET NO. Di w �d (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVERTOP SIMPSON SP4 w/ 6 10d x 1 1/2" ( ) TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 1L O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS d. FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER TOENAILS. • ;o )WX SURFACE q 2x4 #2 BLOCKING O THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR WOIST B 2x4 SIDE BRACE AT 4$" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ 6 10d () x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ 6 10d x 1 1/2" CLIP EACH SIDE ( ) OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN 3 2x #2 SPF STUDS END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB ° G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •' •' SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„0 FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL 24" @ WINDOW JAMB TO O.C. (MAX) AND @EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD O SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION 2) 2x8 OR 2 2x6 TOP /"— ( ( ) 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) 0°9 I : o� e�°o l°o OF CRIPPLES IF LONGER THAN 8" °o� P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ 11 10d ( ) (1) SIMPSON LSTA30 w/ (22) 10d @ NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE �. NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN 3) 2x #2 SPF STUDS ( @° EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO 14/ OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x () PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WI (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATELL (MAX. OPENING R THAN 4DTH 4 ET) OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP ° (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B BE SPACED W/IN 6" FROM OPENINGS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE AND MULTIPLE STUD PACKS B G 2 x 4 #2 SPF STUDS INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE WI (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER E F n,P FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM \ V. MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. HOe STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ (10) 10d NAILS BASE NOT REQ'D TO HAVE CONNECTIONS. • . • t 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOORMATCH FOR FTG. REQ. 2x CRIPPLES TO JACK STUDS BELOW SITUATISTUDS wO/N2 SIMPSON HTS 0 w/ ( ) 24 10d x 1 1/2" NAILS AT TOP AND ( ) TO HEADER rj FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. aC� GIRDERK_77�BOTTOM SHEATHING CAN STOP ONCE UNDER(IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. o o LL-Ai 0 ADDITIONAL STRAPS SEE STANDARD HEADER CONNECTION DETAILS FOR REQUIRED AT TOP PLATE TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT, CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2)12dTOENAILS. 3" O/C �cx� A�q 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS (1) 2x SILL PLATE W1(2) 12d TOENAILS. ° �N4 , 48�4I 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE , ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD r8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF NOT EXCEEDING E T U C G 6 FEET, , SILL (MAX. OPENING WIDTH 4 FEET). ° SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ID 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP 2x8 TO ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,;' d NAILS W/32O1C NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 01 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �o SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0r Z M — o z� z LU C6 p •0 LU Ln o .� N Cl) U m LLl N M C (6 M N 'a M _ 0 0CD U L '- /p o n; ¢ m � g MQo A B D. N C B D C N �P g Mm �C� a o a _ �"' ice., °c, z w 2a Z NJ II• �-' � C Ix W LU g � � W .o W c LL P, O (41 to�ME�� LL z �� LU a N¢M o ;$��aarill$mlie.0 H SE•�• t¢r V �. \ 1 �••• <� F i.®•e•• E Sj ` `o; �ee� l To the best of the Engineers 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 Engineers signature and seal. L AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z �o z d F w¢�ft MOO t Uz O�w aw�r° z Q 0 ago ^ zo fz U Lu z 5 z � �/ U) U0 3 III-0 o o `J I d' U) _j_ z _1< (1) N M Q W O0z o; ILL] r rNg- oaaa Q L.f) Qa�c� z CV v_o�o W J LNf) rl LU z z ¢ E"o v) a 8F-H dam' ullS CD 00 z g � a o T-4 V o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO' 4. SHEET NO. D2 -o 0 2 rn Ln 0 N to CN a2 i m M a v <n 0 J 0 v `w CD in 0 3 0 0 E E 0 s 0 c a� Li 0 U 0 0 a 00 FULD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS I TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WEATHER RESISITIVE SLOPE R609.1 Flashing,Sealants and Weatherstripping. Flashingand sealants for exterior windows shall comply with Section R703.8. PP g' P y I BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4" -1" BEAD of CONSTR. 0.3in:12.0in (0.6 cm : 30.5 cm) 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 I 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN 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 nssens eovseoow> WALL BY 6 IN. AK UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR mm . The felt or other approved material shall be continuous to the to of walls and terminated at penetrations and building appendages in a manner ) PP P P 9 2 CEMT. FIN. to meet the requirements of the exterior wall envelope as described in Section R703.4 WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE Exception: Omission of the water -resistive barrier is permitted in the following situations: 2 BARRIER SEAL TOPS OF JOISTS WIRE LATH 1. In detached accessory buildings. 1 UNDER DECKING SUBFLOOR 2. Under exterior wall finish materials as permitted in Table R703.4 I SELF -ADHERED FLASHING (SEE DETAIL WP07) 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. I HEAD FLASHING TIE-IN INSTRUXTIONS: R703.4 Flashing.Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or PP g PP 9 P ry y I 1. Cut, fold up & temporarily secure weather resistive RIM JOIST penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The ESE DETAILS ARE GENERIC AND barrier above header to allow for flashing flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: installation ANT TO SHOW GENERAL FLASHING D WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 1 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 3. Fold weather resistive barrier back head USED. over flashing tape 2 2 O following or other approved method: and seal with 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. SELF -ADHERED FLASHING FLANGED WINDOW Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING , 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. WL EXTERIOR DOOR WITH DECK - SECTION A Im CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1.4 In accordance with the flashing method of a registered design professional. FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 4. Continuously above all projecting wood trim. EXTERIOR SHEATHING ��I 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED 5. Where exterior porches, decks or Stairs attach to a wall or floor assembly of wood -frame construction. ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING 6. At wall and roof intersections. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 7. At built-in gutters. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL LETTER ON CHEMICAL o o SCORED RELEASE PAPER R703.6.2.1 Wee Screeds P COMPATIBILITY 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 SELF -ADHERED FLASHING SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF O THRESHOLD SECTION -A (SEE DETAIL WP02) SELF ADHERED FLASHING SELF -ADHERED FLASHING ?' h PRODUCTS DETAILS 2 2 ' " 5 TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND NAILING FLANGE 1 SELF -ADHERED FLASHING ` 4 ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING 1 6 Detail Instructions Refer to the number marked as #Din each detail that corresponds to the numbered items in the list of F FLANGE NAILING 8 (SEE DETAIL WP07) 2 7 instructions below: 1. Install self -adhered flashing in order as shown by numbers SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ 1 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER • 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) - Ground 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 SHEATHING piece of flashing material (6" x 6" Minimum) 1 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner Water Resistant Barrier 8, Mechanically fasten as necessary Lath SELF -ADHERED FLASHING Sheathing PATCH Stucco ° a ° ° 7/8" Cement Plaster -2 in in accordance with DOUBLE ASTMC926 JOIST a a 7/8" Cement Plaster SINGLE WOOD BEAM Felt backed metal in accordance with JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wait ° ° a lathe in accordance ASTMC926 SELF -ADHERED FLASHING 1 a ° a o a ° - with ASTMC1063 Felt backed metal 2 Building Paper lathe in accordance 3" MIN with ASTMC1063 SELF -ADHERED SELF -ADHERED 4 ' ', 7/16" O.S.B. FLASHING FLASHING 2 O 5 Building Paper sheathing 7/16" O.S.B. ' Metal sheathing SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING ■ # FOUNDATION WEEP SCREED ■ • Flashing ' DECK JOIST OUTSIDE CORNER Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of _ Stampede or similar Weep Screed cauk bottom 1 1/2" to 2" joint only Above Roof Weep Screed Sheathing Installed As Per Manufact. Specs. 1/2" Cementitious Cement Plaster Decorative Finish in accordance with ASTMC926 ®®°® ®,®®m All inside and over wood 2nd ®m°®®® ®®°®®®® outside corner will floor ° ®•®"® need to be miter ® ®°® cut and caulked all buttjoints need to becaulked using Stampede or sim. caulk for all Note: The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster over block 1 st floor WEEP SCREED DETAIL NOT USED ■ , NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE } C.� r Q C) CN E3 to C9 � cn �V - O L I- N �01 �- � o0 mti 61A. H O 0 co M ` 'O M welt� o 00 C) �M00 ce MEN= Q0� WQv rn Q o Al NCBDC rw N N v O (7 U W Z Ncz z LU �LV Q L acne Z 0. o u? LLZ Ern Q ;; ,m q W Na(h o V V R 0 ❑ WWW,FDSENG.COM ' o N O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0z �s W� W ¢ K X uzoo u z Z 2Wz w LLI c w p ro O LL O Q W FZO Z LLJ o } U O Q LL_ F Z g w3 o ;,.00 o/ ` J W �n N M c UJ g 9Ro 0 PNe I-' J i Z¢` 'n - • oQ0 Z Z N N L 0 Q 2L, LU Ln o J ri IJ.J � o Y Q Z aao -Z�r � g o 0 co O lI w 4Z J LU T Z rn r__4 0- cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4m2 SHEET NO. W P A I March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2011 Florida Codes To Whom It May Concern: Seddon 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM 01761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 l-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 1-Codes: As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers vvork with product certification agencies: to update their wood Connector evaluation reports, we recommend that building departments under the 2015 [-Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6730/2018 when it be re-evaluated by Simpson Strong -Tie Please visit www.stroncitre.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dw/BDW Engineer, Southeast U.S. Branch Pagel off Simpson Stronp-Tie Company Inc. 2221 CountryLane McKinney, TX 75069 phone: 972.542.0326 Fax 972.542A139 www.ctronn6e.com U O L +� L c Q 0 0 � N 0 U (n = O O W Q = O U_ CU O � Li� > •� � E � Q F � O ``C^o I- .� VJ Cn E z O S'� O W �_ 0 L� U O W M� W L W Z Z Q J SHEET NO. PA 1,0 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10858.4 ESR-2549 HD212.2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 H D218 FL17232.3 ESR-3445 HU2/6 FL10B56.5 ESR-2548 HD218.3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 F 2 L17232. E R-3445 S HU28 FL10856.3 - 549 ESR 2 HD28.2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD41.0 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11486.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGAtOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17880.4 Evaluation Report HE7A16 FL11473.5 SIM200802 HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473:5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.6 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR•2813 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210.2 FL17232.6 ESR-3445 HUS210-2 FL10856•R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10858.11 ESR-2549 HUS28 FL17232.8 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL77232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10858.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10855.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26. FL10655.104 ESR-2549 JU5210.2 FL17232.11 ESR-3445 LUS210-2 FL10655..107 ESR-2549 JU524 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS28.2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS48 FL17232.11 ESR-W5 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 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 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS206 FL17219.2 ER-0200 LTT208 FL11496.3 ER-130 LTTI31 FL17219.2 ER-0200 LTTI31 FL11496,3 ER-130 LTW12 FL17244.8 ESR-3455 LT512 FL10458.29 ESR-2813 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2806 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10867.86 ESR-2615 MSTR12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.6 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA38 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 f L578.2 Evaluation Report MBHA3.58/11.25 FL13904.6 ESR-2816 NFM35X16U FL578.3 Evaluation Report MBHA3.56116 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2815 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2813 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2813 RT15 FL17236.3 ESR-3446 H10.2 FL10456.7 ESR-2813 RT16-2 FL17236.2 ESR-3448 H10A FL10456.8 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2813 RT3A FL17238.3 ESR-3448 H4 FL10458.14 ESR-2813 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2813 RTS FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 Ri7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 HS FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2813 SPT22 FL17244.30 ESR-3455 SP2 FL10458.42 ESR-2813 SPT24 FL17244.31 ESR-3455 $p4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2813 SPT6 FL17244.32 ESR-3455 SPS FL10456.45 ESR-2613 SPTB FL17244.32 ESR-3455 $PH4 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 $PHB FL10458.48 ESR-2613 SPTHS FL17244.32 ESR-3455 U24 FL10855.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 TH028-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDO&SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGT83F FL2033.1 Evaluation Report MSTCM40 FL11473:19 SIM200802 UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26.2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 e B-7 and royal numbers on the building components fisted below if will be utilized on the As required by Florida Statute 553.842 and Florida Administrative Cod 9 2, please provide the information a approval they 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 Numbers) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firoer-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0l-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru ClassicCraft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-87.0 psf ThermaTru FiberCiassic, Smoothsiar, ClassicCratt, Rustic FL7840.1 +67.01-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FI,25L10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL95279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/42.0 psf Clopay Building Products Residential WindCode Doors W6 (18X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and pours Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 F1239.7 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 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 - FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 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 PL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 NIA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL1891t).1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Bore[ Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GulfLok 16" wide roof panel FL11651.2 R3 NIA 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA All American Shutters &Glass Galvanized Steel Storm Panels FL17669. t N/A S. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 • FL1999.4 N/A MlTek 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 NIA 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 tested and certlfied to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE �n N (� i i � 0 O +4 W - � CU ( 0 � _ C O O - L O EL C: O Q LL_ �a T-e �F� - � v./ E O Al L - � VU) O -1� }r i f - .� �✓ .4a (/n1 L ^ Y - Florida Department of Business & Professional Regulation Building Codes and Standards Pape i Product Approval Application Detail 152o1e Pp pP Florida Department of Business & Professional Regulation Builds Codes and Standards rag P.g.1 Product A + srJole Approval Application Detail Florida Department of Business & Professional Regulation Builds Codes and Standards rag Pape / $note Product Approval Application Detail Florida DepertntoMt Of Business & Professional Regulation Pepe + w 2. Building Codes and Standards 1 wton Product Approval Application Detail lose versionraallaari LleBe Val MaWw Vall1M AgoldcAo�al Apraad Rom Revision 2017 Thence-Tru Corporation Rick Wright Lyndon F. SchmW P.E. Ryan J. King, P.E. 10/15=17 07112MIT 10MOU2017 12/122M7 Approved Category. Exterior Doon (419) 2W1740 Pr-43409 (813) 767-SM Subcategory: Swlglog Exterior poor Assemblies rid arwbMgcontueate. Compliance Metla I Evaluation Report from a ow Fbdda Registered Archawt or a Licensed Florida fxrwasianN Engineer g 9Yaft Assurance AmovedMUse A egg lataet Depn ilia! MIBQIi 13taMMat d'dBY[t i a Theaa-Tro FBwCtetelc end Smooth -Star Nominal ba/9g;8 8qugNon-ImpeGBquot Opaque 121J1I2020 NO Yes No WA CompositeICU I va Up�mfg afoul Scale Enft or gp � Dab Pending 20 bra! Yatale con ELmMeLILLIeae 1MIWWdBy Vd� Auhafaed FVC:A9�YlI A so& Revision 2017 ThemwTru Corporation Rick Wright Lyndon 9 Schmidt, P.E. Ryan J. King, P.E. 1213I2017 11/132017 12212017 pending FBC Approve Category: Fxlahlor Doors p1g) 298.1740 PE-49400 (819) 7678666 SubCatepoy: Swlglg Exterior Door Assamb8se ridweratid oonsulynts. ComgNhnoe Method: Evaluation Report from a ram w •Licensed Florida Flonda RgNE Engineer Profesabnel Egisew PI.@OMf412 Sdak Enft go 20 DatL&Whm 1201 Wooden iL ContestEnareserA Valdated By Vall9atsed Eu4mBMd FE%�ll Aaerand Eder Revision 2017 Therms-Tru Corporation Pick Wright Lyndon F. Schmidt P.E Ryan J. King, P.E. 10I1512017 07/122(r17 10/1812017 12112/2017 Approwtl Category: Exterior Doors (419) 2WIT40 P9 43409 (813) 787-GM Subcategory: Swinging Exterior Door Assemblies ndav@nwbigConueems. CompWnce Method: EVatuatlon Report from a ramCompliance Fbrids Registered Archeect me Licensed Fbnda Profaaona Engineer Approved Uss ASSIN Jumped Delp &aE product Model.Nanaarweame gQ�> 4H� 1J= ! Pas M! 6 1. Therms-Tru Filw-Cu set aM Smootb-Ster Nomkud MOM 41,quotNon-Impecdcluct; Operim 12f IMM No Ya No WA Cwrgnite Edge FWgtese Single Dow Ornwkg/Ou4wing; X configuration) Flfl84a1-R3 feel! Eldest or gM gM D gM but Vwwm MenulaeWnr Conti endbaer&LlawaayaldaudBy iraNdeled Submitted FOG Approval A Am" Revision 2017 Theme-Tn Corporation Rick Wright Lyndon F. Schmitt, P.E. Ryan J. King. P.E. 12M 32017 12 IU2017 12212017 MmMkg F13C Approval Gbgery: Exterior Donn (419) 298.1740 PE43409 (613) 767db65 Subaw gorr. Swinging Exterior Door Assemblies rkaorQrvebkgaauanta Co Winne MWW& Evaluation Report from a aom FkrMa io Registered A1ehMent w •Licensed Florida Prokssicnal Engineer Fts2a4a1 Rs amlM Endive[ gM gM Dab pandbas no first Vualp tk"ubgtmt Stet Enoll&.Lkams Vmadaed env Y Elll� ro FBCAooval Revision 2017 Themla-TN Corporation Rick Wright Lyndon F. SchmW P.E. Ryan J. trot, P.E. 10/15=7 07/122017 f 0118=17 1 Approved Category: Exterior Doom (419) 208-1T40 PE43409 (813) 767-SM Subcategory: Swinging Exterior DoorAaeembil" dd.*r b gcenswtanis. Maduccl: Flaftla RegieWW Archilact Evaluation Licensed Florida Professional Engineer t>J i.$iPJ A-mad$orU, Aaa�9e � Dual- AeJ! InHVHZ Oubud,HVNZ !mat P— 0 I. Thermr7n Fbw-Choi and SmowhBfar Nominal 6&*W;8 &quothlondmpad8eot Gland 12/312020 eb Ya No WA Composite Edge Fiberglass Single Door (ImlvMglWbwtrg; X configuration) F11204N43 220 Eat.La no gM p go 1DU Version tlea�mt QUMat E i1J k VsMmted9y Yatdated ed FOCA-roved Ammlred Mbka Review 20+7 Theron Tm Corporation Rick Wright Lyndon F. SchmHt P.E. Ryan J. King, P.E. 12M32017 12H32017 12212017 pending FSC Approval Cpepory; Exterior pooh (419) 29&1740 PE-43409 (813) 787-8866 Subcategory: Swhft Exterior Door Assemblies rldcw®rAwoc nsukmft. CompNrwe Mstlted: Evaluationa Repot from a cam Registered Artisan a a Licensed Florida professional PMwbral Egbser FLA204i1B2 22111111 mm version wAmdachm Validated By y submitted FOG � awn Revision 2017 Therma-Tru Corporation Rick Wight Lyndon F. Schmidt, P.E. Ryan J. too, P.E. 101152017 07M22017 10M&2017 17JI 2017 Approved Subcategory: Swi gi g Exterior DoorAssemblla N1 �17�ansueanb. PE-43408 (B1Sj 787Q555 ConVk a Meat , ; EvakuBon Report from a scam Florida Registered ArdhBset or a Licensed Florida prolwlonel Engineer Ouft A— Awrowmil for ties Aa.Fcd for ties � a ProArat Model. Nhanber w tern In, FAQ Reim quot Gland 12J312020 No Yes, No WA N he88� Fiberglass to n. Thorne-Tru Fiber-Clwle and SmoomStar Composite Composor (hurvirig�ge Edge X mass Slo s, FLa204a14t3 S9dt Enskor 21k 20 Date POURM gag Veltessee ev ions YMWm t a.Llees YalldeMd EWmldsd !�SrAm[mtal Aaempd IHWa Revision 2017 Tema -Ter Corporation Rids Wright Lyndon F. Sahaddt P.E. Ryan J. Khp, P.E. 12/132017 12/132017 1221/2017 dig FBC Appn Category. Exterior Doors SubCragwy: Swinge Exterior poorAsee mb8a (47r �r�wbMitconaullants. ( 3) Wined: Evaluation a Report from a nrm Florida Re0istered Architect or a Licensed Florida B FLu0411VU Produce PmUs PnolaabnN Engineer ant gudkAtl Product Dwatotion Contend Ibrobadon Dab Agno-cifnUft AaaslmtmWe 1, HVHZ Outside IM= HVHZ BKsMMat yaw- PJOaagm Ilea! PnxhmtMad@LNumbwwtkm QBtftw Assurance Product Approved for Use Approved for llse In HVH1i Dateld& km Resistant Design ! Ens! E Assuaged for U, AomuMd for Use )9maa i0 HVHZ oublift HeNaLat alwm Pressures FIA2041114113 (yam Gusset Assummout honed 1 a. Thorns-Tn FIbw-CMab and Snoop SW Nom non 88RfP,8 6quobNO-Impad&gwt Opaque 12012021 Composite Edge Flbegya Single Door (InewkglaatwIng; X contguntlon) No Yes, No N!A 6 L Thmma-Tru Fiber -Classic and Smoodh-She Nomha 89#39:0 &Quw;NonknpOc*uot Opaque 17/312021 Compote E� Fbenglw Single Dow QnwkhpPDuiswing; X cop *won) No Yes, No WA 0 L ThemwTN Fiber -Classic, and Smood Si NomkW 81MI39A &Ouol;Non-kmWd&quol; Gland 12131=1 per; X aomigurradon) No Yes NO WA E 14 product Mocied. Number w Hislas n. Therms-Tn FberChssbarM Smootlh-Star product ContractExplisdicarDalse Nominal 86039;086clrotNon-knped6quot: OkzW 121112021 Cwnpowo Edge Fbergless Single Door AOg[uvedttaSW Approved dclhe Dow In Durable Finished; pressing No Ya No WA ( uteuttp; X cCnguratlon) Florida Department of Business & Professional Regulation Page t Of I Building Codes and Standards 1=18 Florida Departrnent of Business & Professional Regulation rape, Of Building Codes and Standards 115mis Product Approval Application Detail Product Approval Application Detail Florida Depar i nernt of Business & Professional Regulation Building Codes and Standards Page I or 1 116 018 Florida Department of Business & Professional Regulation Building Codes and Standards Pass I or, iffim,s � brae Ywalm tYmdedhlMC EogLgs Contact CM&NEB.LMM VaIMWdBy gin Rate xwkmd !f!iligaillad D.s.P.mgOa 1� FOCAL Apa®ad S" FLOIAi ! gde bug VMs.B N&Mdlchm P� caused EDadeasA Jesse V Bdsbdaw !� Hate Vailtlated EMbmllYd FOCAafraval gM Asaroved EOWa Product Approval Application Detail Product Approval Application Detail Revision 2111 Therms-Tm Corporation Category: Exterior Doom 8 Exterior Door Y� gig Compliwrce Mdrod: Certification Mark or LWlg Rick Wright National Accreditation & Ryan J. King, P.E. (419) 2WI740 Management Institute (813) 7674566 dd:wQnubldgconsultrhb. Own 1=002D17 OB2U2017 2T120 1217 Approved Revision 2017 Therme-Tru Corporation Exterior SubCat:vy!Swiging ButxCetegory: Swinging FxteriorDonrAsaamblia Compliance Method: Cart flcWw Mark or Listing Rick Wright National Accreditation & Ryan J. 10. P.E. (41g)29b1740 Management Institute (813)7875566 rider®nvbNgmneulmid. corn 120MIT 0041112017 122720 17 Approval 17a1 t D4d! IyL! YmIOa Revision 2017 tt10t MI tAbdows and Doors adDWd P.�IIm[.41�! Yalltl�.®r KWLMa Brent Sieger Luis Roberto a LamSteven M. Uddt PE gk hm I2 p !� 7lllltlWd dF1pmE1W F9FAtptm.l Aaa�7d =13=17 M112017 08/152017 10M02017 3llalp Approved 13JttAAT&BA leale brat Y@i9a Revision 2017 1tgYtMAMK MI Noricum and Dom Balikesir fish BOa1pM.li.L1�! Validated By Brant Stanger Luis Robmlo Lomas Steven M. UrM PE � imt FRICApmllm � Yelmlfld atpultpd E@ScA� AgalpMd i}LYp 08113/2017 08/112017 09M201 67 IDIIWM17 Approved Cehegoy: Exterior Doom (717) 365-3300 PE-62514 (717) 31?-8464 Category: Exterior Doors (717) 35633W PE42514 (717) 317-6454 eubCs goy: SOdhg Exterior Door Assemblies behhngerlimiW.cem SubCagprLr: Slkllg Exterior Dow Asswrbha hetan"Inimd.own tips! MONbr Aaawawa Fi4aMtPLOtl0don rankuLgiRkdgLRO Asseroviell„ftr Use Approyodfortho In HVHZ OUNNO Imae s HVHZ I>emaM causes PmMg Aeat Product MOM. Kumbww Name Gustav2ssuMIIp Product Description contract Exelmorm DAN Aprmul t or Use Aamm7L>aJor Use IaH HZ !ham HVHZ umm FS mnt 2uw presssm Compel Mehod: Evaluation Report loom 0 Florida Registered Architect or a L',-need Florida CompUmm Msthod: Evaluation Report from a Florida Registered Architect or a Uoaead Florida 1 a. &quotClwbCmUquot and &quotEenchmark by ThemwwTru&quot 6/8 and 6N Opaque and Glad Fiberglass Door with 12I31/2021 and wmwa SWORN, bawkg and Duce ig No Ya No WA 5 e. &qupr;Sm ooa-SWr&quot and &quot;Sandlmark by Thermo-Tru&quot SM and 80Opaque and Gland Fiberglass Door with 12i3irml and without SWORN. lnewkg and Oubwbg No Yes, No WA Proh esbnel Engineer pmb"k aW Engineer beat- Apprdemd for Ism Approved forUn )Meet Design Approved for lUse Approved for Spe dies Deal, Search Cdbw% AMA ProduetMalel.NnhluwprNarProduct Doscriation DAN In HVHZ ouma HVHZ Bemeat PJ;wMae aset Model. Nurnber or ProdedDaNdodon Contract Expiration Data In HVHZ Outside NVNz Itelalaat Prnaum Swaroh Debark 3 SERES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12lS72018 No Yp No WA 4 SERIE8420 ALUMINUM SGD REINFORCED SERIES 420 ALUMNUM SGD REINFORCED OX, 121312018 No Yse No WA 1453/4dquol;x988quD1; X01 XX WkIrax98&quot Florida Department of Business & Professional Regulation Page l e l Florida Department of Business & Professional Regulation pw + of + Florida Department Of Business & Professional Regulation Pegs t a 1 Florida Department of Business & Professional Regulation Pap l ar, Building Codes and Standards 115=18 Building Codes and Standards itswie Building Codes and Standards 11971019 Building Codes and Standards 1=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Dstall Product Approval Application Detail 13t 11270- 4 221k Ermw or 21h gM Date Pearson 21t F1.1115270-Its <adt DIM or gk 2dk Data Dde 13111133324li4 FLOU33Z41111 liana Enter or g& 291 d?skPeadloa 210 221 POLOr 20 no DOW Pad gM bras Vmlaa misfilliffiam Carded emWaea.ticense Vseaasri By Yaud" Auhmod FIIS.Ao,,,W ADDFM*d Amla .Due Ym&n Jklosisaigair idpiet r .i.Llem Validated! 8, Ysau0ed A daoillad PIKCAoer-t Aaanasd Emma mme Ym19a SpoMet EnaMEKAI eon Vand@W By V Rd bd AWOM FBCAnward EanmLed $!Wen lone Marshall Manufacturer Combat EDl ben a Lbon Validated By Yard Arissisid FEC Awereval Aceroved ARM Revs on 2017 Clopay, Building product. Company Mark Westerfield Inbrtak Testing Services NA, Gay Pluehtw 11292017 0811O12017 12/0512017 Approved Revision 2017 Cbpay BlMeg Products CormPnny Mark KIWrilaid imeRak Taellg Services N.4Gary Plushler 112B2g17 08/102017 12106=17 Approved Revision 2017 MI Winders and Doors Cagory: Exterior Doom aubCalegoy: Shag Oderb r Door Assent". Compliance Mahpd: Evaluation Report from 0 Burt BMger Luis Roberto Lomas Steven M. Ubldh, PE (717) 365M PE42514 (717) 317-8464 beMhgwmMaan M. ® O lWZ17 00/112017 08MMg17 10/10=17 Approved RevWon 2017 MI Windows and Doom Category: Exterior Doom SuixCeteDory: SHdhg Exterior Door Assemblies Evaluation Report from a Compliance Maed Brant SMger Luis Roberto Loma Steven M. Lbldt PE (717) 3853300 PE-62514 (717) 317-84M DetangerQmiwdcwn O8113=17 081112017 09/152017 101112017 Approved Category: Exterior Doom 8u0Casgory: Seaon! Exterior OwAssemblies Complheee Metlad: Codification Mark or Lads (513) 77"W2 Inc. (513) 519.6586 imeasterliskadopay.com Category: Exterior Dews Subcategory: Sectional Exterior Door mblift Compliance Metlad: Ceriantlon Marktinph (513) 770-OW Inc. (513) 5194i568 ynm — Florida Registered ArchMed or a Unread Florida professionalE near m(p Florida Registeredrchsed or a Uaneed Fiords Architect ProfwionalEmgkaar Dueller Assnuasiat Approved for Use Agarandforlla honed DOMM Queft Am Assuaged .far Lin Approved for Use blamed DOOM cz FL/15332-R4 Products FAMS332,41411sroduchs tileA Product eMda.NaneworName P datpB 1,HvHZ Registers Pressure AMRProdpplYeda. Numubworlteea gdatpa In HVHZ ! Z Finished pm 37 03T WSdB PAN-2F161: S4A, 94, 73, 76, 16010, 190, 76, Steel Pan (min. 25 ga.) Smgl .Car(up to gV wide) 051212028 No Ya No +30 PSFI32 53 053 11106.18 PAN-2Ft53: 84A, 94, 73, 76, 1600, 190, 4RST, Steal Pa (min. 25 ga.) Double -Car (97 to 1Sir O6121=11 No Ya No -30 PSFI30 Aga ProWct Model. 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GD6SV, GRSS, GR6SV, AR5S, ARSSV, WINDCODE&1174; NA Garage Door PSF 4RSF, SRST, 6RSF, 48. 42, 86,488, 4211, 655, GOSS, GDSSV, GRSS, GASSV, ARSS, AR58V, EDSS, EDSSV wide) VANDCODE&4174; W6 Garage Door PSF 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12/312018 145-3/4&quoFjl80&qup1; NON -REINFORCED No Yes No WA 2 SERIES:AWMINUM 9Go SERIES 420 ALUMINUM SGD OX, XO, XX 17/312018 gWuotxe0&quot NON -REINFORCED No Yse No WA EDSS, EDSSV O Florida Departintent of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pge, w, +sm+e Florida Depertrnent d Business Professional Regulation Building Codes and Standards Product Approval Application Detail P.w+ a 1 t$2b1e Florida rtment of Business & Professional Regulation �Pa � Building Codes and Standards Product Approval Application Detail F.pa+ w 1 immie Florida Department of Business & Professional Regulation eg Building Codes and Standards Product Approval Application Detail Pg.1 w t i 62pte n a1n+,x.ar_ _ FU2614I2g Fla1+6374t7 � brae Ymlcm Revision 2017 Mersdiecturer MI Wmdown and Down tlobgoy: Exterior Dom Subcategory: Siding Exterior Dow Assemblies Compliance 11 : Evaloshm Report bn a i Saafet EmWglLicandise yauabd0, Brant Stager Luis Roberto Loma Steven M. 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Exterior Door Awmblbs CompWrtce Method: Certification Merle or LWAV ErMy or du90(e< Mark Westerlblo Inbrlelc TeWnp 8ervbss NA, GaryPfirefhlar (513) 7704 M but. (513) 519.8586(513) mwestedleM@dopsy.com Dffit Datt YdddW $1� 112G2017 08I1O2077 DIM PUMIM We FWAOOrwal Accroved 1210612O17 mm Approved 211112 bfal vow Revision 2017 amufactu CloPay aulklmp Produce Company SubCary:cy: SecDnn BubCategmfr: Sedbnsl ExteriorDoorAsamNles Compliance Method: CerOk Ow Mark or Lisilg Entih or �'d Enubma LINNO lmmated.0, Men Wetedled Inbheic Tastig services NA, Gay Phshler 7704M mviestrfaide Ins. (513)51g8568 rtn$6terfieM,Axloper.am 20 gob Dab Pendkw yamod O1�IYetl F&CAnDmend 112g2017 081702017 211a AD 12s5/2017 AMR Approved Revision 2017 MI Wndwas end Doors Subsfta WWndov$ SubCetegwy: ehod CemplWce Method. Certification Mark w LIlIg Brorrt Stager American ArddtsW nl Steven M. 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