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HomeMy WebLinkAbout6377 Cobble Bliss StS7? 0o6h� BIrSs Sr r r %'1"i ...,,7,AAILING ALL WORK SMALL COMV CODES FLORIDA BUILt' .:. NATIONAL EL,ECTI-I('' qND THE CI ;F 7�u. E SriiLLS ORDINANCES AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHUorA.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bat Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish c DS or D.S. Drawer Stack o DTL Detail DV or Q.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) in DW or D.W. Dishwasher oEA or Ea. Each ELEC or Elec. Electrical r` w ELEV or Elev. Elevation c4 EQ Equal EW or E.W. Each Way M EXP or Exp. Expansion `i EXT or Ext. Exterior rn FBC Florida Building Code FDN or Fdn. Foundation m FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor o `v 0 0 06-09-17 1.0 N 12 28 17 2.0 O L9'�tih�..o_. yA, 3 iA 1,,,, ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Paraliam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire REVISIONS PWDR or Pwd. Powder Room RA or R/Aor R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SHorSh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VLorV.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) INS Water Softener WWF Welded Wire Fabric (Mesh) NEW BASE PLAN 2017 FBC CODE UPDATE 01-04-18 3.0 ADDED HVAC IN LAUNDRY INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5.1 ROOF PLAN 6.1 FOUNDATION PLAN 7.1 FLOOR FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3M DETAILS S4 DETAILS S5 DETAILS S6M I DETAILS ST DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN F 15 FT. HIGH TYPICAL 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES 04-13-18 4.1 REV. DOOR TO WC IN M. BATH MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID 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 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 3246 Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. XL. CD zM 0 — o z�z Q 13 UI �C:l/7 CD cn +� Lu O w m �V) f6 U o 0 m w F— 8 oil 01 M � c N -T-(1i r11 O O a L `.L 05 U L o o Q rn W o 0 � 0 �- rn Q d BD®� NNc N N O O N = Z �" M c+�imZ� z Z W � o IIZ zi w a LL LLI N C LU Zi• O � w a • < cl� `l p. �` 'o "-# OAS®J® ria.� ••' +�+ ••. \, ,.a C. ti0 F e^w, RO r, fltlll•,�a 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 wo Z a. <F Z S R �w ¢ 0 0 z0 Z1a� = Z Z W CL CLo� /I� OU ryJ V- N a W p �U - u = 4 z W �Y/ Z N UJI J W o M O UY1= N J Z¢o� LL'-¢ Y ¢¢�Ce a o0 z z N �a 2�i w J I.n LU Cw C Q z ¢ W W � = V) O ¢ ¢ �Wo a a LC� Z O �o� CIO N z LU rn o, g = ¢ rn SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO 4. SHEET NO. S O 35-SH co O 0 to N rn TYP @ 2 STORY J S6 a E 0 x M r! U W m 50'-0" I j . 4'-8" 8'-6" 8'-10" 11'-6" 9'-6" & 7-0" OO H.B. 35SH - O O S.G.D. 25-SH 25SH - TEMP. EGRESS MASTER 4 2X4#2SPF SUITE STUDS W/ 5/8" 8'-8" CLG, ANCHOR BOLT & CARPET (18) 10d NAILS 17'-7$" OP , r G S3 W/#2SPF @ 12" O.C. FIELD VERIFY HEIGHT 00 CD MECHANICAL N CONTRACTOR (3) 2 X 4 #2 SPF WI STUDS W/ HTT45 5'-115" C T 2868 " - W/ / ANCHOR s 7 O 23-SH TEMP. AC PAD 6068 FAMILY 8'-8" CLG. CARPET N '- 20' 7" �8 coo _ tY z ow g� x °°� M� LL� 868 t G ASTER AT H 8'-8"CLG. TILE s9 o 2668 BI-FOLD w U)p J 400 1 I 2' 1 11" 5'-4" z - "'� �' 3'_ as j C T ��,°' q��o`6 q' co -311 � CO cw `N 12-5" C BOLTS & NAILS +42" SLOPING HALF WALL (18) 10d T - I I UP 16R I I _ _ _ O F 6„ � G H2 ''11 C S3 S H1 A.G. ---- I I I I 1 I I I GG I I I I I I I I S3 LAUNDRY Q I I i I I 1 u) 0 1 i HANSON BONj 36" A.F.F. r. R&S I co °a W.I.C. 1 0: 8'-8" CLG. I I 8'- c'6, s8 HU G. b `r T------ CAFE 8-8 CLG. TILE �^ PLATFORMS 30' A.F.F. v I 11 I I 12 I3 o tY I i p F 1 I = Q I I = - I 14 I 15 I 16 I 17 I !8 I 19 I 110 H1 5z o -' GG S3 19 00 `* N H2 - - 112 5'-0" 3. " X 7' GG - - (3) 2 X 4 #2 SPF DRYER VENT STUDS W/ HTT45 THRU WALL ANCHOR W/ BO18"LTS BOLTS & {18} 10d b CC NAILS r S3 in 2 BEYONDWALL W.H. CC S3 p BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC H2 ,_8, S3 C ° N N P.L. 1 C 5 W NAI '-" a BE UM 5/8" S S G 1113 - 1--- - 111 I - - - - - 1 �5 _ _ I116i�I I I O H 0 = ¢7 - ( l.. w I .. I OPT. REF. 1 FB W/ A ) HTT Od 2868 I q - - - - - r---� D.W. O - - - - - - 24 O _ (4)2X4#2SPF STUDS W/(4)16d @ 3 CAR GARAGE 8'-8" CLG. 20'-0" - H2 5'-11 s' CC S3 T-8" SINK w/ DISP KITCHEN 8'-8" CLG. TILE N 00 5'-2 14'-10" •I RANGE 27 27 IR _ 00 czp PA TR , „ 11 r,`b rr, 8' 8„ rF1 TIE 0 165DEEP 6'-8Z' 5'-72" 1 75" _o CC S3 r - - - - - - - - - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - - -- I I I I I I 1 I I I I I I I I I I I 16 x 7 OVERHEAD DOOR D ---------------------- I S3 j - - - - - - - - - - - - - - - - - - - - - - I 8 x 7 OVERHEAD DOOR - - - - - - - - - - - - - - - O --------- I I I I I I I I I -------- - - - - - - - - - J '1 _ FT _HDR_A_T_8'-0" � c FY R '-8" CL . 5'- 14' -1 FLEX QI 8'-8" CLG. 11 o CARPET �I r NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. 00 O O 25 SH EGRESS 25 H H o B 1 `' 1 ENTRY 8'-8" CLG. I I I I I I I I 1 TYP @ GARAGE I I 1 T-10" T-10" T-0" '-0_,5'-8" I I I I I ism '-0" 5-10" '-0" 5'-8" j'-0" T-10" J '4" " 8'-01, 1'-4" '-0" 16-0" L V-8" 21'-4" 10'-0" 18'-8" 50'-0" TYP @ 2 STORY J S6 (3) 2 X 4 #2 SPF STUDS W/ HTT45 W/ 5/8" ANCHOR BOLTS & (18) 10d NAILS TYP @ 2 STORY J S6 0 N MS, HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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 112" 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. It, 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" UA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 �E +26.6 / -28.0F +26.6 / -32.2 �G SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 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 i R-VALUE / TYPE EXT FRAME 2 x 4 EXT FRAME 2 x 6 FIRST FLOOR PLAN ELEV-B CONDITIONED CEILING SCALE: Y4'=1'-0" R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) I BUJ 0 0 C9 M - o CD z z Q Iz tJ) 0 � cry LLJ � o .O W C6 `- U �� m IN W F- o - U N M CM Cl) f` 0 N _ oso LL00 U 00 in o o-o $, v B DO ��BrO+c 111�- • io cc 3 U' Z W ��� z _ � � C9 J LJi O u.7 Laz, N °' w W " '0. 10Z0Ew, U 1 •' C) °v 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 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com 0 I� Wo za¢ 0 ZW: 2:W m LLI zo r } o i z z -a z ca O � � � a O J W L U N w LU Boo J U Q ^, 2O Q Z y Z G 00 g� Z N o &0ti W L0 LLI Z ���m 0 $�0 " W o Ln Q W z N Z Ce In 0 0 O O1 Q = aE T-4 11 cn SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. 1.1 -���®I,IdYll�l' YI Y�Y Yt IYIJ�� I�IIIIri�II�YYYIIYYYYV�YI II YYIYII�YIY�I�■� WrIN1111YW,VWhiYU&LA211111 IM-IANUMMIllow " 1,11.��'�"""^�-�•� O) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------- I I I I I I I I I 1 I I I I j 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 _ 50'-0" i. I I I I I I I I TYP @ 2 STORY 3 I I I I I I I I 3 r� I I I 1 Cl) W/(1) D2 I I I I D2 W/(1) S6 Cl) MSTAM36 13 14 15 16 17 I8 I9 110 MSTAM36 -------- =- 1 2668 KNEE WALL 2_ _ �- _ R&S r------`--- I N M o' Q 3 4- I -n- -' I L)Iw!/ 12668 BEDROOM 2 15 = co ► MQ� �' BEDROOM 4 A NNW H1 � I 8'-0" CLG. R.A.G. V 6 - - DN 16R I I/ 11 I W 1 8'-0" CLG. I 06, CARPET I W I. C. CARPET o 6 =w U) LuI „I 8 -0 CLG. DP. N D2 ON� N N 16" ----- w ihN LINEN R&S TYP @ 2 ST RY 2068 J H1 8'-4" I 3'-N21. 3,-72" 11'-421 3�_7�� b r; BI-FOLD -Oz'1'-112 T-O2" I 6'-32" S6 6 . q 1 D2 &.2) 2668 I -FOLD e'6, G� `o lY I I I I 2668 r, 66� iv I 4-SH 16' DP. o I I N BONUS ROOM `v 266 - - - - - -R&S---- - LINEN _ Q j j Q 8'-0" CLG. N CJ ao N C co 2068 1 I I I �' CARPET N Tio BI-FOLD =1 TILE. . . . Cl) N g z N ti�6�BA H 2 ti���T _N BEDROOM 5 �a Cl) c7 O CO LE �, I 8'-0" CLG. m = CARPET o IM TP TB N N r 06 ( ((2) 2668 BI-FOLD _ T-2" 6'-0" T-0" � `° 14'-112" o T cr I 2) 4 ' 11'-42' I`r -3z° 3 D2 /(4)2"X4"#2 I I O to oFIBERGLASS SPF STUDS 25-SH EGRESS �" SURROUND TYP @ 2 STORY J - - - I - _N 1/235-SH 25-SH 1/235-SH #2 H3 D2 H3 D2 1 N DZ D2 S6 SPF STUDS TYP. @ CORNERS I T�? BEDROOM 3 2) 2668 �I-FOLD j H1 I H100 H1 8'-0" CLG. I 19 ID2 I r6 - CARPET I D2 D2 <o 25-SH EGRESS 25-SH j I I 14'-8" 16-8" 18'-8" I ---------------------------------jI rn'-n" HEADER SCHEDULE MARK HEADER SIZE REMARKS H (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.OE 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 e (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2X6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE 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. Bd. or equivalent. If 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" A +29.7 / -30.8 © +29.7 / -39.2 O +28.3 / -30.8 Q +28.3 / -36.4 �E +26.6 / -28.0F +26.6 / -32.2 �G SN SHEET �H SEE SN SHEET a140 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 SECOND FLOOR PLAN ELEV-B SCALE: f4=11-0�� INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED V V � u7 Zo z z� <C J !� z U1 C7 w .O LIJ E .� U Co CV W ~ 8 N M N D M S ai O` o N t U_ � o W <Lm W)00 rn ¢ o A NCBDC N ,C .w C,�(10 ' Z � LU M O r.7 G �Meo;2?f J C a �'L oUA a ILU ELL a 10zt ��f LL., F =- WWN�.Fh]$ CJ U 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.Lennal-Tampa.com oz 0 z a L'i U00 zoo , {Z. U T Z Z Jo��o U y N R C F CL z } U 2:Z O g z _0_j 1 I'6 LL z z O > f z U N O o00 iEYP o -� �U-1 V ,J N U Po i& 2 Z<z� Z Q 00 0 8 g Z z d' 28-2 CY 2 W Ln Q �Wu-� 0 gr_1 In z Wiz N z Iu moo 0 � Z g = m rn ,--1 a cn o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 4w2 SHEET NO. 1.2 11 0 0 N DO LO ro rM N F, M W s a i O s rn 60 KITCHEN ROR 4 F, O i M MASTER BATH I POWDER KITCHEN 0 60 0 h O M MIRROR BATH 2 O M 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 16 more than 3/8 inch. 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. 12 36" H. CONT. Nosings: GRASPABLE RAILING The radius of curvature at the nosingshall be not greater than 9/16 inch. A nosing g g projection not less than 3J4 4' PLYWOOD @ 11 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing FIN. FLR. @ LANDING 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: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more v 2x8 LEDGER #2 SYP (P.T. 9 42" SLOPING risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of HALF WALL ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be o IF MAS. w/ 3 16d NAILS ) O \ HDR. w/ (3) ZxTO continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly STUD OR (2) 114"x31/2"8 /2xl2 UDS AT EA. ENDterminals. above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety TITENS TOMASONRY @ R BEARING Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the 16" O.C. 7 \ �r handrails. 2x8 #2 SYP JOISTS @ ANDARD (3) 2X12 Grip -size: =N LANDING @ 16" O.C. w/ STRINGERS W/ 6 \ 1x8 CAP & Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater `? SIMPSON A35 CLIP OR SIMPSON A35 CLIP TO \ CASING than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. � LUS26 HANGER EA. SIDE FLOOR SYSTEM 5 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 \ or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface 3 \ or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking 2X FRAMED WALL (3) 2x12 STRINGERS surface to the required guard height that allow passage of a sphere 4 inches in diameter. 2 \ 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- 112" TAPCONS @ 16"o.c. AND 3" FROM EA. END. S L F1 L - ULLI I A ppi�i KITCHEN ISLAND O n O C0 INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" STAIR SECTION CALE: 1 /2"= V-0" (� r C) 0 — o N Z V I V W (D(0 Q •V — Ow cn Z:) o t'C5 '__ � a� CON LI 1 E F- - 8 - M M maM =6 o) Oo v`~ §LLaoo o Q rn C o 0 v Qv rn Q o ® A I D® N�C �B �D•C �N N .w 20 �W 1 p N ( k 00 Z �rXM�Z , �' z U) F c + W -"'" NJ W V¢�'M a L a - O � W .% ZtFIF ID +�•. WWW.F-CO °•. :�, �, gig. �- +a � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com SOZ O w� za g Q M UZoo �o? XLu J 04 M ti Q U z Irlr r_ }U i Z Z +� V ` V O �a ° Vn �y M w � > Qo o J Z .O�12� UO i�ma U.o¢ �# N z ZJ UJd W 0 Lu < 00 X oW� Z d" 082 Z c'°!j J UJ 5" � 4 g1 Lh d Z ��Z N Z Z 0 O C� Z J Z 4 SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 4 2 SHEET NO. 2 rn W Iu E O x I 0 12 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. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.71 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 -drr but no more an er portion on is provided in the pthan be torts shall he space o ventilated. Upper ventilators be located no more 3 feeto (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. 8' RIDGE VENT 3 TAB SHINGLES. ROOF *If not enough vented soffit is provided due to fire protection, the contractor shall use the INSTALLED AS PER MANUF. following approved vents: SPECIFICATIONS • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft. of Deck -Air Needed) 12 51 - - �/ 5' RIDGE VENT 12 5� ----- -----------=— ------------HEEL HEIGHT --------------------- -------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - "- - - - - - - - - - - - - - - - - - - - - ----------- HDR_HGT. TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYR ) ------1-2-0—I------------------------------------- TEXTURED — CEMENTITIOUS FINISH ON G.M.U. (TYP.) CJ CJ 12 �a 3.5 2zz�nd FIN. FLR. CJ I WEEP T.O.M. HDR HGT ---- F.FL_ 0 f` ip LEFT ELEVATION - B. 0 P l.i k7 tf 0J � t 0 GM 0 — o N E3n� V) t r3 0 a.' w °V — 0 W ITO o r— i� (6 � N o ti m N W 1` N M C) Co M S 12 2 Q O N C o LL co Q- Q � o � 0 rn4 d ®® B,D-C N -C.�4 /r N N �1I U) p M 1 Z W �MCSz w z Sin. o; W LULU — c� O a a> Z cQ 42 1110) E LLCDfitt, / ��`r�`` '%) YMT d lb -.-. , � Gait` `•, CIA 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 - Residentlal 6h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. AIL 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 00 a� iF w< X z v Z O O O ZO�� �oZ12 wo J aw0� Ow� W LL N F U o LJ_1 Ar ' L ---� w o f z �.rII 1 Q o� z - `� 170 o > 'd z J g V N M 8�o o J z 2:o LU b N Z� h ¢¢w� Q 00 0 �� z N -o ira2�Z J rl Lill W ¢ W z ¢w�� ¢zo r!:�U ~ w`ao W Z Ln N z R Z g Vr O M © z Q J W r -Z a g Ln o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL r1 VERSION NO. 42 SHEET NO. 3.1 0 0 04 04 LO NO NO I rn M to N M7 O -o v in to CT 0 J LO N O� OP 601 r. fb eo HEEL HEIGHT _ ----------- ----------------------------------- T.O.P. TEXTURED CJ CEMENTITIOUS FINISH OVER SHEATHING (TYP. ) 2nd FIN. FLR. T.O.M. HDR HGT. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) F. FL. 8' RIDGE VENT CJ 12 3 ------- -------- is 0.U. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 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 -Orr but no more than d ventilation is provided the space to be ventilated. Upper ventilators ilators shall be located ruppern the no morethan 3 feet o (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 SO. 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 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 Linear Ft. of Deck -Air Needed) RIGHT ELEVATION - B SCALE: 1 /4"=1 r-0" Illy O CD z th _ o z�z Q a in CD � W •V — OLU m o t- U o 0 m N LA.! ♦— E 0 "' M CM Z�? N c N Oo Jz -00 00 Qrn LO M Q ci A® B D® N C B D C ��o; / tR .w N V v, o rn 00 4nZ W 8M z z . _� wi � c cc ��o.o . ¢" W y � p o. w LY V > E �1161MIP&// o Zi4i 41 � 0 o 3� Q � r'C•�S E ••, r ` FDII V NTM 4 CVJ �4ZZ//e° R O F E rr fPtlllii"1 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ O � O z Q Za E� W�0 z Uz80 O Z wd Z 0 2 Lu J C W OJ O L1: A (" W l 1.1 Z CO Q J Ln Z Z Z a /) 37 _> z W o N M Q 2� 21 �0 J�UYVr- W w � o 5 1 L�/� CC �0o< h `I\ Z Q Z W Lu LuQ �I H O E O Q<W00 0 z N 2 = Lu J Ln rl LLI ¢ z 8g Ills Q Z Z "'cc°z 0 a o k N Z m 0 g = aLLJ SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. 3.2 3 z c c i cc C C n CS C� Q S o= M C c cc C C C, o� c z v: 3 Q a: c c� c c E C S a v A t� E L u a a i a a 2 1. r` `)1. 2" iv oo 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" °,N N 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1-54' 1/2" RADIUS 1111,4" VARIESv VARIES r ch M CAP (N - �O 1" 1" 1 _4 0 M 22 12 1 1/2" RADIUS VARIES VARIES 4" 34' _ `° r rNV 1" 1" r 4i„ •� it -N 3„ 4 4 2" � Mia �� VARIES 12 ,,. ,,, z z IN 11 32 1" 1" 1" 2 1/2" RADIUS T BASE CO N BASE 3 4 , NEC 12 *NOTE: VARIES �. 2"8 L 3„ FOAM TO BE USED ONLY WHEN REQUIRED BYL� COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENINGMM 2 ( I � I V-6" 1" CD 24 � , 0 CV 1-1/2" THICK 1-1/2" THICK y 4" � 101, 21„ 4 cl� r � t} 1 0) 101, i I cV CD IN L-4 t 2 Fv 3, 2 2" N Sri Eli 1-1/2" THICK 2-" 4 - �IN ;- M � , 5z° V-5„ 52 Oo IN I 3" 4 1" 2 CO Ir Q TM 1,� 3' 12 ty N 22, • f7 51„ 4 t VARIES VARIES VARIES VARIES 4„ $„ 00 o Co- j R(j+., —� 2 M 3z 2 4 Q1' _ - KEYSTONE F11 b OPTIONAL GARAGE DR. OPENING 4" KEYSTONE F11 o0 OPTIONAL 3�� 13" 4 4" WINDOW OPENING NOINSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CV CV Rg4r„ et VARIE f2" 00 1 " _ d' NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10" 1'_4" 101, --NI 1' 63i 4 a 4, � o N � 2 2-_1.� 1 1z„ 54„ T"� � �i 1'-4" - CV CV o r 79 CVro CV 00 0 � _ M M r • 1' 1 ro-, ;- � 1,, z CV� - 0 1" r GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH �J,C Cti C9 "' zM 0 — o z 04 z U) ClC/) CD aj n c w �V — O w t ^ � F v ' Nco m CV W ♦— �o N M M _ willM 0 C3C1 - C) of L LL -. o Q o a- o Qv rn Q d .w . N N V U) M (O Z LU g z U) w ii. �LLo'� ul W` '6 <* a; w a' y Z O ♦♦� :+' C N V �" O V w o r N LLN Z vI � E W A O U V O WWW.FDSENG.0 M CV 0 0 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 200 1 Tampa, FL 33607 www.LennarTampa.com 0z f� w¢�x 0000 Z U 2 of 2' 2wZ D 2 g W L w K O ,y N oVo Z z z z g W 0 a Z o ' — d' � J N M LJL ao� 0 r�o< z<z;¢ ¢Qwa z0I- z zJ N = o0'� LU � 2: zo i5v Qz Nr Ln Q z Lu 9z m Nz Z In ¢F 0-1_ r l 0- cn o SCALE : AS NOTED DATE : 4/5/2019 TECH: )BERCHAL VERSION NO. 42 SHEET NO. F1 0 0 CV rn m 0 -v v Cn to rn O LO to CV rn Q rn r N 0 x CD M a� 1 o' 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' 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 W.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 Cb ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE QRECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE IO EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PP PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER owl PANEL _ .1 DISCONNECT SWITCH 0 G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN 89 (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSY; BON TERMINATIOl' NEC 14, 250.94-/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights d outlets opperto 20 amp ckts copper to WH copper to Dryer i Alu Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. ENTRY LIGHT AS PER SPECS VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" / n '0 tJ CD f Z � 0 — o Z N z� Q Z � cn w r_a o �V — O LU r~ F- o Cl) U o m LLt t F-- — N co iA c ) C=) O O N �tL00 -00 Qrn CIS Y rt �CLv 0) Q o B D® H .•DeeC N �O .w M V N Z H M(� C z U) J � ra a��-�.cc, V LU w L J _' o 10a O g � ra Z QN ¢ A LLN "(6 j , C, IL A O C) U O 110 WWW.FDSENG.COM rn 0 N CCS o_ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, LE NA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com LZ 0 �o w a� fF Z w ¢ ga K J oo�� Zvz 0-- �oWUJ Q d 0 �w U m © Zo �Z -a L1J Z �J V ` W o -0 z �w o N p0 M L opz aY o J Z uu, 0 ct O o p J wwQ Q z Z dam" N wo �C'�� W J Lr) ;w= T-i lLJ rn LLn a z gQ° N Z � 0 , 0 in m Z W JZ O _ ` X rn T-4 a cn o SCALE : AS NOTED DATE : 4/5/2019 TECH: )BERCHAL VERSION NO' 4. SHEET NO. 4.1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copperio lights & outlets 1 20000 AMP #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 11 MO -�.1 2/0 or 4/0 SER Alu 200 amp 150 amp Ir POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER ry{ WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' 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 WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET 0 v SPECIAL PURPOSE OUTLET �I o DUPLEX OUTLET IN FLOOR rn 0 220 VOLT OUTLET WALL SWITCH LO j3 THREE-WAY SWITCH CV tl FOUR-WAY SWITCH R RHEOSTAT SWITCH to r.0 CEILING MOUNTED LIGHT FIXTURE o LED LED CEILING MOUNTED LIGHT FIXTURE o1.-0 WALL MOUNTED LIGHT FIXTURE " O O RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS N I P.C. Q' TRACK LIGHT o FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION d ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) N o Pa PUSH BUTTON SWITCH (OPTIONAL) 0 o rl�� PUSH BUTTON SWITCH - DOOR BELL oSD SMOKE DETECTOR v CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) O TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) i TT 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. 1 w O THERMOSTAT 0 ELECTRIC METER ELECTRIC PANEL rn I INW-i DISCONNECT SWITCH 0 04 ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN °�° (91!) (1) PHONE LINE, (1) DATA PORT F--------------------------------------------------------------------------------------------------- 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 I I I I I I I I l 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 N°I C I I I LIGHT W/ I i B L W I I i I I SWITCH IN I I I I I I I I I I I I I I I I I I I I I I I---------------------------- — — UPPER ELECTRICAL PLAN SCALE:1/4"=1'-0" '00 FU a � o — o � N B c^^n,, (D +__j w �U — 0 LU t- �Ln j- U 2 M 2 n m N W r p N C) 07 CO -0 Ch _ Q p p ty U c' o m Un �C rn o- o v Q v rn Q o N C B D C N �O Nl o � a' � °° ino zj w W rri d" N a w _ ai W < m _ 0 a a 2 i z O rn !9 or�� oa ca ��' Z Q01 IW �¢M Q UMZ e1 o � v WWW.FDSENG.COM rn 0 CV 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 Enginear's signature and seal. NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z 0 za �F Wa�ir U480 Zw owZ z Lu �E a�.00R a,� U. oW�O C m V J uj Zo Q >V Zz L Cr N V./ O Cf W _!LU Z U W cc: >�Gg�Z YP o W �sg a�J.oM 0U�0 PZ ¢ <� Qdam" WE Z Z ao� W J In '4 LLI Uj �zo U ~Z LLn Q Z LU cc N Z t RZo Ro m O � � = a rn ,--I d in o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 Z SHEET NO. 4.2 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) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ, FT. SO. IN. of by Upper SQ. IN. of ovene f vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See SElev) 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. ca 0 c N n LO 10 N rn M rn 2 E d- II...I dFooll 111111111 11111 1111111 U f SCALE: %4'=1 L-0LL General Notes ROOF CRITERIA: • 12"OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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. I 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 / SO. 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) U CJ `r ;zo N z� V) (D QJ C w M �V — OLU n3 ~ C) CD W s. sE�.•� 1--- ° N N M CoC NUN N O O U1 O Q L LL 00 � fl O 0) 0 v rn Q o B D. N�Nc N �D ♦/� O. M 6 t: ONO ' Z Lu M N W Z W z LL LU LU LL po a Zp�2 �Q as • � O U U` �; .b CAM'h A a ,g D. \0, Qw 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 33.607 www.LennarTampa.com OZ O Lu zna w¢ir[r �400 zuJ 60Zz �0�LuWOE CC R OU N w z �Q \` Q Z � z z �L.—V -0 fu U_ O o O �w [V W * . o O Z U 0QQ Q 0 J f 0 U N¢Z J0 k 00 oQ�of 0 Z tV w 9�62� w w zo 11 J n F LLh ¢ z $¢o k N z z a o 0 C� rn ('t `+ " LI J Z - z ¢ E ,-'-I a U0 o SCALE : AS NOTED DATE : 4/5/2019 TECH: )BERCHAL VERSION NO. 4x2 SHEET NO. 5.1 to 0 0 r- W N I rn S M CD N a v to CO O c" 0 L0 N Z21 47. .,n,_n-, F'O'I ii 4'-4" 5-2" 3'4" 6-10" 2'-0" T-10" T-8" T-10" 5'-8" T-10' T-6" STEPS AS 2 0 REQUIRED TYP @ 1 STORY PER FIELD M ° U.N.O. 10'_2' t H.B. CONDITIONS S3 S310 f LAV PROVIDE 1 RECESS j I j III ``' tl� i( FOR SGD. REFER TO � I INDICATES FILLED CELL w/ 3000 PSI I �i�� MASON'S SLOPE FOR I CONC. CONC. GROUT FROM FT. TO BEAM I III I WIDTH W/ (1) #5 REBAR VERT SLAB TYP @ ALL PLACES SHOWN I ill SHOWER11 ■� HOOKED FTG. DOWELS 5" EBED I II I "G I L i� ( I rr' ■ I I W/ 25" EXT. ABOVE SLAB ADE 40 - STEEL" I 2 6 x 2 6 x 1 0 �� I w/ (3) #5's EW I I I HVAC CHASE 13-1/2" MIN 3000 PSI CONC. SLAB FOR BASED ON i i I HERNANDO COUNTY ONLY LOCATION LAV %\ ■? 13-1/2" MIN 2500 PSI CONC SLAB �� �� CJ \_7 ■ I OVER 6 MIL VISQUEEN VAPOR i i ��i c l �U-685" I I I BARRIER 29'-5a' o I I I S3 � � i�� N I Ci I CJ I j �i 01-011 /r L J -- � 21'-10'• — 8'-114" i 8'-72' _ _ II 9'-11" ■. I I I ii S3 ✓ i ��V O� I I I - u, I I �-- - J lll r===n I I I I I IL 1- I _ _ / i i I TT T� I I GG I IIII I I I I I =N I I I I 16' Z 3' I I 1114 s I S3 1 0 Jill I I -� IIII 1 19'-104" I • �` I co 2'-6" x 2'-6" x 1'-0" 1 3'-0' x 3'-0" x 1'-0" w/ (3) #5's EW I I I I I I - I - I i I/ 1 ��� 1---III -1 I - - - Ft rn - -1- - -`y I' - - - - - -----J ■ ------------- I „ 9„ 3'-10i" 31/2" MIt / \ W.HI - ■ i I I STUB UP TO ( I CCS 2ND FLOOR - FOR A/C I _ oo GG 1 I 2 STORY rn BUILDER TO �� ? PROVIDE APPLIANCE T-9g" 2'-6g" 2' 8„ T-98" _ _ S3 I 161 - _—J L ------- - 1 = CC S3 I PROTECTION WHEN REQUIRED PER FBC I I r— ---- ---- --� I I I CJ i _ I I • I ■� I II D.W. IIII ci ►1 r> 111 II 1 II IIII L- JII I I I '�==-�� - ==�--+I--' I I I CC S3 2'-6" x 2'-6" x 1'-0" a w/(3)#5sEW O I INK w/ DISP II I U)j I I •I I OPT. I 1 I CH SE TO '� I I 9'-71' 19' I 72" I 1 I REF. I ISL ND II °° i I L- I -1 IRANGE I 11 I 00 N 1 I I ■ I 11 I - I II -�; I I 2 STORY CC 1 CJ I j C14 I S3 ici N I M� - Q- Ir I - - --+-- - I I - - - —I--� - - - - 0 - I - - I I I WC LAV I � I 1 I I i ■ I r k\,11, I I ■• I C - -j- I I (2) #5 REBAR -7" J I (2) #5 REBAR T I VERTICALS win S3T VERTICALS w/ in I 8'-4" 2'- " r 9'-11" FILLED CELL FILLED CELL I 1 I I J I • I • I PROVIDE Y2" x 9" RECESS FOR FRT. DOOR �- ----------S3 ------ I 3'-0" x 3-0" x 1'-0" • b r 1 I _ - J w/ (3) #5's EW I- - Ci - - I I I I -3 1 /2' w 0 I 2'-6" x 2'-6" x V-0" 3' 6" 3' ,. 10" 3'-10' 3'- 4 -0" � I 2 -0' I w/ (3) #5's EW I t--- --- --- — — — — I -- — — .................... ....: ...................: I I I I 14'-8" I I 6-8" I " 8'-0" 1'-4" '-0" 16-0" 1'-8" 2'-0" x 2'-0" x 1'-0" I L W/ (3) #5'S E.W. ( S3 TYP. (4) — — — — — — — — — — — — — — — — -- ----- L S3 '-0" 5'-10" '-0" 5'-8" '-01, 5'-10" '-0" 10'4" 18'-8" 21'4" 50'-0" FOUNDATION PLAN - ELEV-B. 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 U LU ' `n CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .,: #5 CONTINUOUS ,; ; ; : •' '�_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. •.. HORIZ. REBAR, TYP. ., U SCALE: 3/4" = V-0" O L (D 7, Cl) O — O z 0 z� Q f � z C w fB a °O w m �V) o C6 U o� m W E I — O 0)M MmU cc a coM Z ;- O 'O N o uL o U c :3 00 U)�o .0 rn � CL rn ¢ d AlI B D® NCB -DC 83 W Z �M�� � z U) �0 LU Q �LLo w ai rn LL -� a, LU c V „o 0 o z C N z 5GQ z��Irrrra g� �y ° .FDSEri '4 a% 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, 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTanipg.com O 19 uj ¢f QWxW z o4go ce 2 qQ< U Z WZZ � ¢ - J z a0 Co Q Z V) O L� QZ f z ::D f ^ O o O j a J W U U-) N M 0 0 W9 � ��oo o J C G O � z S Q Q 00 QQ~ 9 a z Z I- N O T � 2 -a0,kz J L]jW ¢ z z O 9 z LLn NZ Z azo �� m rn t W = �w x r--I d N o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. 6.1 (2,' (2, 0 C" 0 N rw N I ckz M M 0 v co OQi 0 J LO 1-0 cV rn (2; N a 0 0 0 UPLIFT CONNECTION CROSS-REFERENCE 4,5/19 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 H . A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H H T4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HT74 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dxl-1/2" HTT5 3225 518" ANCH. /(28)10dx1-1/2 K HD B * 1 3130 305 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 518" DIA. BOLTS L H * 4505 7 5/8" ANCH. 3/4" STUD BOLT TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 -16d x 3 112" 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 1 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 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X.. HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SPi 585 535 10 -10d SPT22 1 685 8 -10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 1 555 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 / 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 + +) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS (A) 1 OR 2CONT INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. 2' MAX 2x12 @ 24"o.c. CUT TO SLOPE 2x12 #2 PT. SYP. LEDGER. FIELD VERIFY TOP OF LEDGER 77 W/ RT3A TOP & BOTTOM TO LEDGER 1/4Ax 4" TAPCON @ 12"O.C. TYP TOP AND BOTTOM (WOOD) 114" X 3-1/2" WS35 WOOD SCREWS @ EA. TRUSS VERTICAL T*� SHED ROOF DETAILS SCALE: 3/4" = T-0" MAIN FRAMING PLAN - ELEV-B C=? 1 m ND N ©C a Ln 0 w � a 'U — Ow N ZZ) E � o � LIB N M E? Cn Z N p .OMM N '�I U �o w U- 00 0Q-o rn ¢ d D D®� N-CB •D-C ' S N �O Gi N ,w YI ZW gM�Z E� z �_y ku to UA � rn Z O c� Y¢ p Gt; zIUL ,,�. �' � `o e° 4, d_ ;�11 Wr`��' � �N ` H z R -EiUl �� �cy, LU LU <m� �Q- Q 0vl��'�, 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 - Residentlal 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 ts W� za � F w ¢ � K �400 Uj Ty w Z y s C J aLU0 / \ < O w w N Lz CL z r0 o i- z z g a vYY7 g F 0 O > VI. � z �w cn [V M z < uj o * Z 00 [L'S4P I- 0 � 6 CCoO �w4z< DC 00 �o�o Z Z 'd" N 0 op�U. �cyo W J rl 6i Q w 2: z =azo aW.z Ln M N z Z _z 0 ca /a �.'�. W J Ln 4 w n '^ SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 4m2 SHEET NO. 7.1 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 0 0 N N N I co 0 v a� to co 0 0 J rn N O2 L Z TYP. @ CORNERS "P. U.N.O. UPLIFT CONNECTION CROSS-REFERENCE 4/5/19 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 1 112" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 18 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 1 Od x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. 118 10dxl-1/2 HTT4 2715 5/8" ANCH. 120 10dx1.112 J HTT5 4350 3740 5/8" ANCH. ! 26 10dxl-1/2" HTT5 3225 5/8" ANCH, /(28)10dxl-112 K HD313 * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 37855/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H 7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 11 5/1070 ** 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 -1Old x 1 1/2" MTW12 1195 1 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 - 1 Od x 1 1/2" MTW20 1195 1 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X 1 518" 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)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 112-10d SPT24 1030 12-10d 645 55 1 12-1Od 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 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 ++) 11 cB) c6) (A) (+ t OR 2 PLY CARRIER 1-8.8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 l STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDDGER-J ~—�A) T$ �R7I INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. UPPER FRAMING PLAN - ELEV-B SCALE: %4'=1'-0" (" 0 u O ova z Cm 0 — o z N z� Q a U) z Innd'' cn 4--J w iC$ p •V — O w m E U m o 0 _ E ~ 8 cm a Cl) S ai N p o No �o L.L CO -00 coQo Q rn v av rn Q o All-D B D® •D N C H•C N �O e� m O h N Z W mNaZ z ICAv LU a w rnLL a, LU > o � o Ch z ter �` �• U N '+ �WW DSEN •f r taft�/ ROFES� 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ENNA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �Z Z¢ of �g w �z00 z�Zx �owz z W R J O00 O��14 cuin w�14 0 1 ice `L o ZZ r o f O 1- Z a to O > d— LL Z ¢ w �� U (n N ro r-r ^W^ Eu I ooz Y O -low 0 d moo¢ z<z� w ¢ l7 Q MM W w � O w z z Nr Ow O 20:N �8�� Uj J Lr) w ¢ LU � z � ou ~�< gFF �¢z LLnn Z co_ N z �oo 0 ¢ui T -i d (n o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 4m2 SHEET NO. 7.2 rn 00 O2 2 E GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load y . O Safe vertical load Safe horizontal load _\ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T81`401B/1T 8RF40OB/1T 8F321B/1T FORM & GROUT SOLID CV -7-+ o �W O J5 BAR CONT. 8F12-1B/1T VLINTEL DETAIL SCALE = N.T.S. iMOEN -loom 0000 0 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16— B/1 T co Q1 tNOMINAL. L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cif precasTiintels = 3500 psi. 2. fe prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4, maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CM U) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR IN. (1) REQ'D Ct'EAR ALTERNATE POWERS STEEL LINTEL ° a � a #5 REBAR AT TOP O d .M.U. w n` n MIN. (1) REQ'D Q 1-1/2" CLEAR x a ►�° d d ° rd Z a GROUT n J 0 n rn F ° 4 C.M.U. 5 REBAR AT = w 4 — a D BOTTOM OF to a Z w O o LINTEL CAVITY w cnUj \ —BOTTOM O a d O" A REINFORCING c d C7 Z LL 7-5/8"ACTUAL PROVIDED IN Z w D D 8" NOMINAL WIDTH LINTEL Q - O 3:Ln #5 REBAR AT BOTTOM (VARIES) u~i tr a n �o �, �o AS INDICATED 4 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 5'-10" LL O 6'-2" LL O O O 6-10" LL 6'-8" LL 6-10" LL LINTEL PLAN - ELEV-B SCALE: %4'=1'-0" a C9 ! Z M 0 _ to z Q ni E3 Z Ln CD C: cn w �o �U — p LU o .� U n t 2 Cl) o� m W pp F- 41 M � �O co _ U isN L U_ 00 �o 0as00 tnoo Q rn a� obi d d ElD® N Tc*1 /r_ 10 N N C."!`�') Vl N .2 W Z W �N�z � z &_ .+d-'Mao c ..7 U) j U_ O .g W - W _ ��_ a a cLL NJ ¢_� � Z �_ C, �CY s C pop ems, �? IS, 4. 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. LE N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z w� za E IXL OUE 0 DUU Z U Z ZZZZW Z Q Ex 0 N Z Z r� z } U f7g� {1rG2,I O � C Z -a `.J � K 3 W Z O > 1— Z d W V) CAI - o o I- M iliY� o ��S J WOgm��� O� fV Z<7� Z Q 00 ce Wo _I Q LliW z LL �I7F gU U gF- I,- WZ Ln N Z ado 00 cr g =LLJ J to SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. 8 I I'1111 1 "g111111'111111 III 11 1.. I I I I I I' I. 1 II _ _ 1 I'll g1PIP, 1lll'rlp'„ I I I I _ J co 0 0 N m -moo v to to o 0 J LO N rn r. U1 M m I I I I I I I I I I I I I I I I I I I -------------------- NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CA- . MANY THE NEW C C OF PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1.6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1, ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (RISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th 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 REQUIREMENTS, RE UIREMENTS AND CONNECTIONS TO BEARING POINTS BRACING , 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 ad, (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 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: 3.31. 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, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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) : 3112" 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 H A F AND 0 S 0 C S SUCH S SUB FLOORING A SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 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'J' 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1-"A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray h ads shall not be install within V-0' o the building side wall. p y e installed f d g a 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainf II occurs before vapor retarder placement, retreatment Is require 9. FBC-R R318.1.5 - C7ncrete overpoulr and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalk. 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 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%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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. O �1 � U Utz Z M 0 CO z�Z Q z V) Ur Q) C 4 ..J W is p •O W = m I- �V U y 0� CD N W E 0_g I M �3 el - CT = oN o cu-co U I �$ Sao Q rn Lo Qv M ¢ o A D • N CD C r N N 7w Z !� ��o o a a Z LU1. C�aoz W N N w W v¢'a�c zaz o�c9.VN o ZU) Me � lux. ' O �Fa a a - < �p^� ,a F �. 0 P E S SN ft flit(€tt�t� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, L E NA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0z ;R w0 za- Lu rt U480 z�Z� �QWz ��//�� VJ �W 2 J LLJ yaoCO A U O z z C Z } 8 �z Q Z 'a `./Er 4 3- ZD O _ �+ I--- U z J¢ JW u N M ZD �g 80z o J �Q2 o<o< N dam" o Z cV W Qa W L n Lit LLl 2: <,¢ U.5 `r g I- `� v ;5 Ln NZ Q Z ccaz �z Cal Z �[ ao rn 7 = ¢ � a V) s SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO' 4m2 SHEET NO. SN 1 1 _ I- 1lif Ill 1 r1'll um II 111 i I p-A—L 111 11 _ o'711111 :17, _ _ I 0 rn 0 LN LO d- N I i x m 0 v Cn 0 0 zi 07 — — — — — — — — — — — — — — — — — — — — — — — t I I i I I I I I I I I 1 I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — J 10'-0" TANK -LESS W/H CORNER OF L J HOME H C G GARAGE SIDE 0 0 0 5'-0" Q CD 0 STUB -OUT FOR 0 1'-0" o a ;,; GAS METER O O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0-, 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED, 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + J + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nee wood panels Two 3/4" wood panels or 2 x _ 1-1/8"or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° .r Filler blocking r 118" gap ° FILL CELL STD. 900 HOOK BOND BEAM U) w Q STD. 90° CONT. #5 BAR >I HOOK BAR CONT. 2OM )UNDATION HIGHEST )ND BEAM ovl�v o�r�lvl � I Icr SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQAblock PLYWOOD FLOOR COLUMN ANDSHEATHING PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max }Small gap • � 4 max. Q Clinch nails when possible 1 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 4" max 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" 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 wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 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 ® BCI 5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s@ BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s2' 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 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 plf 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 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Q/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails 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) no to ❑ (o 6A %" ROUND HOLE MAY 6�, 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 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 1%" 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. up to 3' to avoid vertical plumbing 3" max JOISTS OFFSET Joist hanger SIMPSC w/ (22) NAILS 1 5/8" � THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. 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.)11=TL1--TTI— Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM •a.. SEE PLAN FOR °• a , • • , FOUNDATION INFO ` ° d' STEM FOUNDATION GRADE 14 Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. d Backer block required where top �n mount hanger load exceeds 250 lbs. a !� T Install tight to top flange. — _ —�-!JI r— 1/4"-2" gap IV 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 " depth I -JOISTS BUCKETS N.T.S. II—IT. a A: _ (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 111�1I!�II a NOTE: UPLIFT VALUE IS BASED ON S.P.F. PLUMBING LINE PVC OR SCH40 SLEEVE a' d d': a j�T "— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPEIF I PENETRATION PLUMBING LINE q . d d . a a z �a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 7 d G ' .d d V. d dC G ad =1: L a -I I ICI II d: a d�- r �t a SEE FND. PLN. SIZE & REINF. log 0 U z_M 0 zCD z Q ca_ U) z 0 ^L/)' cn w _r_ o V — p"' E .!� U to 0 Cl) CO w E ~ 3� N M co i Z 0 0 0 LL U cro +�•. 000 0 Co cr 0) coo.ro to 0 rn Q d B D® �� e D. cl 10 Z Wgo8§m00 8C',�Z f; aza �� F_ g w �U) LLo' w lol: lit y a w W_��LL� n� Q Z C 0 z o Z 6v �— CIA. ore � \' Ufa` �r , O • V- 0� a 'a F FSS�O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z L z¢ < fr w¢Cex zoo Z U p Z LLJOMUo z Q�w L© Q 0 zo z Y U z 2 z „O0 �Q 37 � a 2:~ > V �W �� U U-)N M (C moo Q `� o J U) f �' UJ 0 N 0¢ k z Q z �' N 2 Wa2�i J Q LLij11 <C z U U Z ? Iwo Paz tF' Ln M z tjo8 m Un rn z g = aUJ r l r1. Cn o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION N0. 42 SHEET NO. SIN 1 I I 1 I I I I 1 I I I I I I I I I ------------------------ FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P.) . VARIESFZ�z/ INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE"I @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE 11(#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD xzTRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH z TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 - ^ ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"44X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL rTYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER > 4"x4" INSPECTION 0 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL o MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER 2? TO CUT BLOCK OR POUR MUNICIPALITY, CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11 NOTE:EXTEND N o, W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" i BELOW GRADE IM N °O co 6 MIL VAPOR-/15,r 0 50 BARRIER , © ,r 4 Z1l T to COMP. SOIL. e _ o (COMPACTED TO 95% MODIFIED PROCTOR I TTF=-TT1- iTI LO ASTM D1557) 3" MIN, CLR. I (2) #5 REBAR CONT. ON 3" CHAIRS TYP, 411 114" STD. 90 NOOK (SEE o U.N.O. DETAIL) TYPICAL WALL SECTION rA cn � SCALE: 3/4" =1'-0" 53 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE - , (2) #5 CONT. ON 3" CHAIRS (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1A T WWF OR FIBERMESH `1) Ih�I111111� o l 8" 1 -.1w ..—. L. u - I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT (GG SEE TYP. WALL SECTION SCALE: 3/4"=1' 0" QS3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS - TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY S.P.F. STUDS_@ 16" O.C. IV r- I 11 I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "I @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. JSHEATHING 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 EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"0/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING 17 1 INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-T" 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 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"1 PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND r (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT - 2x P.T. BOTTOM PLATE ELEV. 0-0OL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS / 2#1 6 x 6 W1.4 x W1.4 ° 4 WWF OR FIBERMESH / WWF OR FIBERMESH �31/2"MIN. 1 �31l2"MIN. a a° 4 4 ELEV. -0'-31/2" z 1 G ° a aq ° ° ° d °.4 A.F.F. O a 2x4 CONT./ g a a a o le' L1/2"(min.)1/2"(min.)- Or� - 00 I I f ii1 a -3 1/2(min. - 4 31/2 min.) - 4GARAGE DEPTH VARIES -1I--II I—I—If-11 R_1IT V° =1 I-T,__-T— IT I—ITI=1 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x STUD 8" C.M.U. I 1"x P.T. STUD 1 #5 VERT. IN FILLED CELL 5/8"4" "J" BOLTS BOLT I I @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR I (6) 1/4"x31/4" TAPCONS I I SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V4 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 GRADE 00 — e _ _ — e _ it iiT Ti'f=T i 1 i'" _ _ - - - - (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND o PAVERS / DRIVEWAY EXPANSION JOINT s CONCRETE SLAB 14 13" PAVERS O.H.D. RECESS z O.H.D. RECESS — I I �=1 I = I � . ' �� a' ' � •_ I _ � � r� --1 I—i— j FTI=fI�=1 ,�....:./. ' ° � � I I �I �I � i 1-- . a: 4 - Ilf�=tl�='I( = — I ' III III a: . a . ��ri ' 00 �fl 1 o —III— ��. '' • �'. OT I- CL L� �f� III ill SEE A/S3 OR J/S6 _I I( Pit I ff SEE A/S3 OR J/S6 'I I I l I I I- II 1 I, l I= FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 0 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STORY) 1' 8" (2 STOR) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S.�,S3 M ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/2" OR OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS --, (2) #5 CONT. 4r, 11 — -11 111 $n U.N.O. MIN. TYPICAL BEARING WALL I STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER + 5/8 x 10 J BOLT @ 24 O/C W/ 2"* X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESHEzzr WEEP SCREED INSTALLED7�7 BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi o FINISH GRADE °O 2 „MIN P " I [GRADE 60 MIN. Fy= 60ksi] T A \ 5 . LA [30 MIN. LAP] _ - 6MIL VAPOR BARRIER -) I I D a I I —I I I -I 11= I O° R 1 7/8" ° L� I -I I T #5 REINFORCING BAR' II II D II—f�111111�11111� f � • D 9 COMP. SOIL. (COMPACTED TO _ _ 95% MODIFIED PROCTOR ASTM - 11-III=1I -I D1557) 111111111It 1111,,111„111-- 4" 1-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 21$ HOLD GYP. BD. 1/2" FROM SLAB 01 CONT. BEAD SEALANT i a ¢ INTERIOR c a �lr CV �' M CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S 9tr 00 n E —_ co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=VI -2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E !. 6x6W1.4xW1.4 ;14 WWF OR FIBERMESH a 4 K S3 ►r�r� REINFORCING°1 HCYOK ,6 A. REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. " SEE PLAN FOR TOP OF BEAM (2) HTS20 2x4 P.T. PLATE o.s.a. COLUMN LOCATION — — SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR. z w o Q> > :� LU o w W 17) M (2) #5 CONT. 4 Tr-,-,4 I-111 rrT8„ U.N.O. MIN. TYPICAL BEARING WALL @a STEP rCC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D W _�— �I I I � m • '• a p • W LU (2) #5 CONT. 111,.E ON 3" CHAIRS LI (TYP.) 8" 1'4' (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) G _E 6x6W1.4xW1.4 WWF OR FIBERMESHI co r 91 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4'1 53 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH _N FOR TRUSS m r; CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN - - - -� a ' ' a FOR STRUCTURAL BEAM SIZE & a il— CONNECTION INFO ce) __ a) �. 1 � I- - 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL -6x6 P.T. #2 SYP SLAB INFORMATION. -ASU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" 53 _SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND 11I w/ 1/4"x3" TAPCONS AT 8" O.C. PAD FOOTING I -TRIM PER PLAN 8" MASONRY WALL I I EXTEND FILL CELLS TO FOUNDATION PAD E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. r ' VARIES PER PLAN M -SIZE w/ MIN. (2) #5 VERTICALS 00 GRADE a ° FILLED SOLID (SEE PLAN FOR 77 _ 111 SIZE AND REINFORCEMENT) LU 4 ►- LU w LU -BRICK PAVERS or SLAB PER LU w i��-�� 1 ��_���-���= 00 `n = -� �_� • °� - _ z z < COMMUNITY SPECS 4 a _ _' " I; `' - _ _ -- _ 55 il=���_���_���_��� „��-��� BEYOND PAD REINFORCEMENT-!-�-I I 1-i-' 3"MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. - SEE SCHEDULE TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4" = T-0" \IIIIA�illt SCALE: N.T.S. �,13 oil � r M 0 z B w M p �V — Q w 1~ Cl) V u o0 m 1.1.! ®B a) M - Cl) -/T�- �1 O 9 N if '00 y t� YrL <L CD C., U.) 0 am rn< o D. N C B D C 1.0 Z W F C. ��� IX Nu-o w W 6 N a W �E � � Zv¢ °x o `p z o LL Z L!J W. U.COMAI '101 al To the best of the Engineer's knowledge, information and belief, the structural plans and speciflcations 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 seat. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 "'RLu za >-r vJ J zaa W<ce0� o4US Z V W � W �IYxJ d°0, CL ^� U� O QJyy��' z o < } U f 0 06 In cu p In OJ z W U V N M ¢ oz 0 o J �o O j0, n0.. oto� N ww 4 Q 00 ¢g s o�9� Z Z N �o 0 ao�Z J r-I W di 57 < W y a z o o¢a o9F M Z Z<Q CCalZ N Vr O J z O cn i < Lu ,--I a cn o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. S3 (MONO) r-----------------------t I I (2) 2x6 OR (2) 2x8 I I TOP PLATE SEE I PLAN 1 I I 1/2" MINIMUM CEMENT FINISH I I I (2) 2x HEADER TO SIT I 12x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE f I SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION i CONNECTION I SCREW OFF CAP (3" DIA.) � I I 2x DEAD WOOD @ MID FOR CLEAN -OUT I I POINT w/ (3)12d I I TONEAILS SPACED MIN. EXTENSION FROM 1 I DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK I I L IS 1 1/2" MAXIMUM 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 I I PLATE WAL INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL CL I I FACE OF BLOCK WALL IS 2 1/4" I I TO DRAIN L-----------"-------------t co M 0 co N LO N I rn s m co v_ v to to rn 0 LO cV 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)1Od @ 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)1Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ t + STUD W/ (3)1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW r 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/ (10)1 Od 61 NAILS AT EACH STUD ;2! V 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 KNEE WALL ABOVE MASONRY WALL DETAIL I2 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL o K/S4 o SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE r GARAGE FLOOR SLAB c= TROWEL FINISH SEE o GENERALNOTES o SLOPE FORWARD c FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. SL� 1ST 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" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. 54 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK WI (1) #5 FOR CONCRETE PLACEMENT / A a dd d d d � d 8 STD. 90 HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 96 3/8" 88" 71" 58" 41" 34" J w \NMEEN r O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR--- •--___,_„ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a 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. 101, 6 3/4" 31/2"- SFFp% 2x CRIPPLES @ —� 16" O.C. WJ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) - 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1Od NAILS @ 8" -� O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT 7ULL 8x8x16 BLOCK DOOR OPENING -ft 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- 2 x 6 P. J-BOLT TRACK BRACKET FOP a fARAGE OOR uvvi wr� W/MOUNTING ANGLE 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"xl0" OR GREATER HEADER (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)1Od x 1 1/2" EACH SIDE 2x STUDS TYP.. O� SIMPSON HTT4 TYP. Op 4R U.N.O. SEE N/S4 FN/NO ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT, PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a aQ a 12 (TYP.) SEE ELEV. NAIL1 S AT EACH STUD 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)1Odx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD 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. 90' HOOK IN K.O. BLOCK -7m— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S, PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 4�., SPLICE STAGGERED _10d @ 8" O/C Sr�r. ATTACH ALL -' EXTERIOR STUDS WJ (4� 16d TOENAILS TO T�P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON SP4 SIMPSON SP2 Q P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON j SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 LTRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS EACH END w v 2x TOP PLATE '' 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" '' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL i SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) °o ° • HTT4 w/ (18)10d NAILS (36109 SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)114" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) I• HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT T HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING -1Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN, (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /- 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'-O" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 1 NA INA NA 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" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­ SIMPSON 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. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. C1v CD o ® C> 10 <G U) z (n (D LQ C!i uJ ftT Q .� w cN ~ 0 .�� ►- ru o0m r,,— E 8 m co N - 100 M O .o 0 C) o -CU_CO < M cn n o rn 0 v rn�d A D. NHDC _ N N NO R O p N � � _Z LLI MN�z r4 Ili Cn LL O :-' W ^ LU g C A P. 4 NJ V ¢ E a L_ Z p °,off x o Z y E� LU 4 O C P o'L�WVS N�,�d\°bl'�I ,•❑ �, . FD• pE C`J .% s•• . °• �� c� . N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz �o ag �F boo ZED 0Wz L Y g�g w �aap`° Z O z1LU O F— a N � LU Z O =' d- r) JW U in N M opz 0 F Y r- o J �o6 (U g zi�N za1J a 00 g � z Z N ,moo-o ��� _-Et LUtr) w Q LLI z F z o 8j5 41 =¢z Ln Z ik co N Z UJI a J in � M :5 2 `uj T__q a V) s SCALE : AS NOTED DATE : 4/5/2019 TECH: )BERCHAL VERSION N0. 42 SHEET NO. S4 11 11111 '1'lIR `11, 1111111111'II'41 I'll 11111 II+ II 11 1,1 111111 1 I I`'.F'IICIII III I I AI I 1111111 ------------------------t j SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x I NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10Aw/ (18) 10d x 1 K R EA. ++ ( ) I SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1Od x 1 1 " A 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) I @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 POD') 6 WALL USE 10d x 1 12" AT EA TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOURR x I ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES 774 SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL I TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO "L" BRACE TO EXTEND EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90°!o OF WEB @ 8'-0" 0/C. WEB LENGTH & NOTCH AT MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE j EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d SIMPSON H2.5A wl (10) 8d I & (2)10d TOE NAILS @ FROM LEDGER TO 7/16" OSB SHEATHING BLOCKING ------------------------ ATTACHEDW/10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS w/ 1 SNAILS @ 6 ATTACHED w/ 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ EDGES AND 12" O.C. FIELD O.C. FOR THE FIRST 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. EA. END TYP. TOP & I I 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED MOISTURE BARRIER I I BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 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"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB SECTION 2 STRAP MISSED VERTICAL SECTION EMBEDMENT IN KO BLOCK WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. 55 BACKNAIL W/ 2 16d NAILS SIMPSON H10A W/ (18) rn aEl m_ SIMPSON HGAM10KTA W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4"x2 3/4" TITEN TO CMU L A SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" CROSS BRACE 24" MAX. EDGES OF MAX. FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7116" @ 48" 0/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 ROWS OF () � NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C, EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED "T" 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 ON TOP OF PANEL 41- BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 10dx3" @ 4" O/C HGA10KTw/(4) 1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d )-A LEDGER MATCH BOTTOM NAILS AT EACH STUD ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP f r N N () SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 10d x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR x CHORD BLOCKING 00 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION `° OF ES @ 1 11 2 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT „ @ 48" FOR THE (2) 16d NAILS SHEATHING ATTACHED () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW FIRST (4) ROWS OF (4) W/ 1OSB W/ 10d NAILS @ 6 O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2)12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 11NIMUM 2x 'ROSS BRACING 5EE PLAN FOR 10dx3" O/C OCATIONS) TOENAIL 6" O/C W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT I— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL fCZ�P►I�I ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" 0/C 0 z W • SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU 11 MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" 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 —J SINGLE "L" BRACING DETAILi 6 SCALE: N.T.S. IL/ DIAPHRAGM BLOCKING @ 48" O/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 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. INS ■�.� I II �III:I�I III ARCHITECTURAL FINISH NOTE: EXT. WALL CONN.�p NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-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 SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r GABLE TRUSS '—STUDS @ 16" O.C. 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. �9 O� CORNER JACK Y a W z M 0 U HIP FRAMING REFERENCE PLAN 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 /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 SCISSOR TRUSS 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 u U ' CD z_M 0 z z U) z t!) CD u, W � p •O W o CQ U oM m W E F- t 01 M M N" r MI 0 O N �LLco U o1 o- - Q� n �av rn Q d Al I BID-1 �H°" c 4-M f N N 01 CD �O �, -10 Lu 8'M N N ZW Mn+O�'OZ � z U_ w �°-S � w W Qr _ ,,; v ° w Q � 0- a Z 0 �Qa a o z um W A�a2,��c�8�4�a'1U�+BEf���Qp Zz 104 ?a ES10 f/ tE stItt+ t�A0 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. LE N NA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0o W� ¢g �F LU Op Q�U Z U 2 _ R, W Z �.2 Uj / \Cj) O LULL N o] © J o n ¢ Zo r U E Z O 0 Z J¢ ll] N W9 0 LL o o 'g ZW¢ 00 �oLU �� z N� LL Q LU J In '-4U_I di 2: <C z H u v, $�� d- Ln Q z z Paz CY z N z LijJ J Z O Ck Q ,-+ a V) SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. S5 (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" ZZ-7 HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL = NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO v+ 16" O.C. 2X S.P.F, STUDS W o S W/ (4)16d TOENAILS TO TOP PLATE 0) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 $ E 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD N 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD "- INSULATION PER o c 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 i SPACE INTO APPROX. EQUAL AREAS. M cI FLOOR SYSTEM ETAL SEAT ER PLAN - 0 - OR FELT m ' PAPER FOR ( - 14 - MOISTURE BARRIER p 41 . 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" N GYP, TYPE " X" @ GARAGE ONLY) W/ 1 3/8" NAILS OR DRYWALL SCREWS 7" O/C C)DRYWALL o CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) -' 1/2" GYP WB 8'W"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W11#5 ROD CONT. FILLED N CHART ON FLOOR PLAN E/ SOLID W/GROUT i NOTE: LAP SHEATHING TO BOTTOM OF o BAND JOIST TYPICAL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUC 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--- ' • IN *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE 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 "T" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cn o U 4"x4" INSPECTION PORT AT i V EACH FILL CELL TYPICAL 01x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD TO CUT BLOCK OR POUR SECTION J/S6 E MIN. 2500 PSI CONC. SLABCURB DUE TO SLOPE DECKING 00 ATTACHED WALL SHEATHING MIN. PSI MAY VARY PERNOTE: EXTEND DECO FINISH o MUNICIPALITY 4"to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED E .— - �; ' '4 a FINISH GRADE 00 11 A° ' FLOOR TRUSS SEE FRAMING PLAN T I I I I I I \ FLOOR TRUSS i; Cl) I I — �I=� I I \' — — r °O SEE FRAMING 0 6x6 W1.4xW1.4 I —I PLAN -WEEP SCREED • INSTALLED PER MANUF. d III—Lff—I I O Z ; i WWF OR FIBERMESH ° 11�111 I I III— I— SIMPSON HETA20 w/ (8)10dx1 1/2" Tij IA 2"x4" CROSS BRACE @ 48" I I I I ttl— I —I O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS STD. *HOOK 1� I I (3) # 5 REBAR ON 3"CHAIR !rI ,II,I � END WALL W/ (2)10dx3„ @ EA. BLOCKING & MIN. 4" EMBEDMENT 4 W/3" MIN. CLEARANCE (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2—STORY WALL SECTION J SEE DETAIL 2/D2 FOR_j[[jj N MORE INFORMATION SCALE:314"=V-0" S6 2ND FLOOR FRAME CONNECTION R _ PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION °�° FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 r - B.U.C. (8) 1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 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 V-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA, x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE — 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a4'T A A'w Ti I d' e. ° da. - _ CO I1-- T I I I="il I —'I I =I I I. H_ 11=11 I— - ' (3) #5 CONT. ON 3" 81. I` rff III 11_8 I I) nT 8 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION li S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. M (2)- 2x TOP PLATE BEYOND I 15/32" OSS EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI 1 I"I r\/A-r1^k1 r%IA^nAAA 15/32" OSB EXPOSUREI F SHEATHING w SOLID 2x C BLOCKING @ ALL zi C SHEATHING O EDGES (SEE OPENING SECTION X- aU C x EEw x 1- E 2x STUDS w BEYOND. SEE PLAN u zi 4 FT. 4 FT. O (D 2 O O 5 FT. 4 FT. O 5 FT. 4 FT. U2 Q 1 2 2 11J © 2 4 FT. 4 FT. Q O O 4 FT. ROOF NAILING ZONE DIAGRAM Sic p�Np pGL �qN 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE ZONES (SHINGLE AND TILE) inNAILING Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a bo ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (7 z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING a SHANK NAILS) uj NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 Lu LL o� O in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a a h O O O PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z N w LL STUD AND OR BLOCKING AT ALL EDGES. NwIrO Y 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/g "S" = NAIL 3/8" SPACING S 3/4"1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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 Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL 0 SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (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" X2 112" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. C WALL SHEATHING INSTALL. S6 & NAILING SCHED. 2-ROWS 12d NAILS STAGGERED @ 112" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR ;4\ 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 . INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE N�0 F'�✓ N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH , C 4d a.. e q 47 \ a• ° Cl)-III=III— —III—I I ° -1 � 1=III=III I I 'd. ° •. ,d , �: `. -1 I —III —III Q a. . -1III�IIIIIIIII —A (3)#5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING m SECTION X-X 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' (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) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE —I 00 �IIII�' RIK I @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" ADDITIONAL INFORMATION. 0 0 "' 0 z M 0 — o zCO z Q d U) z 0 t) 0 w C-) 0 w t` 1- O U 0 0 m N _ p t- U 0 M _ U ,-00 O o N =ri00 a~o Q Nao rn o v 01 Q Q Al® 81 D. N C E D C T t' N N U) 0O z;M W �Y/,� O N � W - U) W �( �' 9 w W V *5 a & CM Z NIS W F ` ,, J C-) Y � � CO Cf LL9 uJ ,�r J C c;i. .r Z (I^ � 2 -r �Or ESQ 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. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com z wo zaa E� w¢°da Uzoo U) Z LU _Jy0Zz /!r J a CDo'��o �Mft F_ w it vw�O m a o zo a. 0s i z u C� 5 z -a z N 3 cv O a 37 1.0 LL] U v) N M (� ooz 0 GYP _J_I w�n E N Q �a0¢ Z¢Z¢ a z 00 Soho z V_ N �&�� W Ln a C'�7 —1 I rl I di Q z v L!) N z aZo O q m z J �, rn 2 "f TI a- V% O SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. S6 (MONO) to 0 N t m 0 v v (!1 rn O J LO N rn SCALE: ' = 1'-6" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND an NAILED MATCH NOSING ON — OTHER TREADS / E 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON 4) AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 112" NAILS) ` NAILED TO STRINGER \ v J u 2x12 TREAD �= GLUED AND c U NAILED o 0 � UI 2x� I DRAFTS P `o i 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU STRINGER CONTACT NOT TOUCH STRINGERS / 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING a, POINTS \ x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: I. = 1'-0' VV/9LL r--ALIGN THIS STUD WITH IS 3YP CUT TO FIT %RS IN WALL I 2x12 SYP BEARS IN WALL I I 2x6 SYP / 1 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) "I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND I" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP [SIDE) 2x4 GLUED AND NAILED (EACH SYRINGE I SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST ` NOT TOUCH STRINGERS I BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/T" X 2 J" TAPCONS @ MAX. 32" O.C. I C � tCOMPONENTS VIDE MOISTURE ' \ TECTION LZATTACH / J" X 2" O.C. 1x4 / NAILED TO STRINGER TOP OF \ STRINGER 1x4 GLUED AND NAILED TO STRINGER \� 2x4 DRAFT r / STOP � [ 2x8 SYP DRYWALL STOP ' MUST NOT TOUCH STRINGERS G I E 2x4 BLOCKING FOR 2xl2 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS 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 iT BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 0 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I/ t 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS �7 19 SCALE: 1" = 1'-0" H /11 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) L`f- x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 4"GLUED AND NAILED TO STRINGER ,KOR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 4" = 1'-0" -3/4 PLYW( ON DECK 2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 I \ DRYWALL STOP / NOT SHOWN STRINGER \G OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR � PROVIDE \ j BLOCKING I 2X8 BLOCKING FOR NEWEL PO / TO ANCHOR TO. (2) LAYEREDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NA OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 t"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 4' = 1'-0" BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE \ITO RIM BAND, ID NAILED TO NALL BELOW JOINT _TO )ISTS) H II 2X BILOCKING 2X STRINGER PSON MTSJ2 w/ 10d x 1 1/2" AI LS 2,[`1DD OR 3RISN 2X BLOCKING / VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" a 0-0 Z � — o Zco Z J f � Z V) (D Q) C w O LUTOC-(Dv)= o I— (a U CD o m N w �8 cm M CM -0 MI N 2 , O o co "00 () o 0 Co ¢ rn no 0 CL rnQ d B D ®H:'D' N 10 ..ww pp v� N O .w00 v YI E; cc-, Z W m N H z Z ui N C LU 10ZLU V ¢�� 40 �D o � ¢ Q LLE ZOW •.1 Ln fib, .'�..+ \l • ` 00 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. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz Lu za Ea w¢�Y O w z g J a � '<` F W zz Q ro �z w z "aa fu 11*� o 4 N r 57 UU a U N M ��— Cf) 8Ro rliY� o J �08 rO- CCja Z<Z< t?�W� Z00 Z N oo-,a �81'0,�j W J Ln T LJ.1 ¢ x Z Mze V) F <' ul 'az Ln NZ RZ � Z = J a �0 ,--I a V) o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. ST — — — — — — — — — — — — — — — — — — — — — — I I I I I I I I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — -'r 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. !\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1X4 F1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 112" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16" 0 1x4 P.T. FURRING 3/16"0 X3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4' 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DISMT. APPROVAL FOR CONN, 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" o.c. 3-1 /411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR - INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2-0 SECTIONSECTION A -A 811 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO�\K.)2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE BTWN,,,, NAILS AT EA. END v� VERT. BRACES WHEN HGT. OF o BRACE EXCEEDS 24" ` o LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL N TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) _ INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL m ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PJ PER INSTALLATION DETAILS ARCH DETAIL K B-B o SCALE: N.T.S. SS 0 CD o GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY N AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. Ev C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. N D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE o TYPE'IS" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER N COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING "' SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE a THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: coPLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. o * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL I SMOOTH. DO NO FURROW. o F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. i H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR m INSTALLATION OF GLASS BLOCK. PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) - EXPANSION STRIP 6" MIN. LAP SPLICE W/ REINFORCING PANEL N.T.S. PROPER INSTALLATION MAX, s FILL SOLID BOTH CELLS #5 REBr (TYP,) STD. 90' HOOK (1 Ella L 71 ±5" L NOTCH WEB AT FIRST 2 COURSI 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 6" MIN. LAP / SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. �— SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4 X 31/2 TAPCONS AT 16' O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦♦ DO NOT DO THIS ♦♦ R ♦♦♦ ♦♦ YP.) 4,'♦ IL:71, 1♦ rHE ♦♦♦ S ♦♦ 1♦ + + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL FILLED CELL INSTALLATION 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD 'TH --PLYWOOD SHEATHING v SEE ELEVATION FOR OVER HANG (MAX. T-0") BLOCKING AS REQUIRED TO SUPPORT SOFFIT SECTION @ROOF EXTENSION M SCALE: 3/4" = V-0" SS W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" COVER 61-0" �F F EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE Ip 1> I�I I' GRADE v. .p A, cN p M Z \ o. ° (2) #5 REBAR. MIN. 3" 16" MIN. 01COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" /. #5 REBAR (TYP,) ♦♦♦ 1♦ 1♦ 1♦ '♦STD. 90° HOOK (TYP.) SCALE: N.T.S. QGG QUGG-r n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" !Y z O U_ W F- V FIRST COURSE ♦♦1 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 1 Od @TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT, WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. i M FILL 1st 4 COURSES SOLID W/GROUT f FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" D #5 BAR D p D 1011 ° D D CENTERED W/ g H D IN TOP o D Ig KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I � o CLEAN FILL D °. D DIRT IzI � Z ° STANDARD o 0 90 HOOK N #5 BAR IN FILLED CELL- - sk-,. \ v F- '' v o ^- '° v o ^- ,• \ o A- ,, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. Cn N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY ? mi� 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. u o (D z_o zC) 93 n E3 vn)' CD C13 �W w M p °O w = TM o i�tA U �� m w - F— p M a> C M M = N p � U co - ��00 o ¢ CD co o- o '0 gV a Q d N C B D C N N Z W` M 1Z z ..� r :�LL.. °P U) � L w LU W 43 ¢,- c LL a L. go O LL ffirdgA W Q+fit F G. •r° °• E 0 0• v To the best of the Engineer's knowledge, information and belief, the structural plans and specrfications 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 2001 Tampa, FL 33607 www.LennarTampa.com OZ N f a wacr UZOO M ae �y0.z U 0 _1 J w0,10 LL N U'� A uj OU� a Zo >Zz �Z O J �3 N LO w o O '`' d— 0 z 9 w U �n N M o 9 0 o _j 2-8S W52ma � R— a o 0 z z N O Lu LU J Ln rlI LU ¢ uj z �Zo F u 98 oz Ln Nz Rz m ck z � _ ` ,-i CL (n o SCALE : AS NOTED DATE : 4/5/2019 TECH: ]BERCHAL VERSION NO. 42 SHEET NO. SS C" 0 u7 N i M 0 0 M 0 M J N 21 E CROSS BRACING DETAIL (TYP.)- SCALE:NTS 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 SSES (2) 12D NAILS —1" AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: NTS HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 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 EXTERIOR ATTACHED 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 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE: NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED SIMPSON LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 w/ (12) 1Od NAILS SIMPSON HUC410 w/ (14) L.SEE PLAN IT LANDS NEXT TO CENTERED AT FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) 16d INTO HEADER & (6) 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS AILS BEAMS TO 1Od INTO BEAM - SEE EACH SIDE w/ (3) 12d N COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED 2 OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN LCONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE FOR COLUMN SIZE INDICATED L BM. TO STUDS W/ (3) 16d AT EVERY.3rd &ADDITIONAL INFO. SCHEDULE/PLAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD - TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENT rA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BM. sPUCE OVER BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. 2X4 BLOCKING END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. SEE PLAN FOR ATTACH SECOND PLY BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AIVV� w/ (3) ROWS OF 16d DIRECTION TYP. —� NAILS AT 24" O.C. MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. • '�/—WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR / ROOF SYSTEM SHEAR TRANSFER CN EXTERIOR. WALL r7 r SCALE: NTS DIAGONAL - AT 8'-0" MAX WOOD TRUSS 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. W/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPF TOP FOR CONNECTION INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE r °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE: NTS SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS W/ SIMPSON SP1 W/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2�2)li, SCALE NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS iIPAaWA fole7t (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �—• MASONRY WALL BELOW: SIMP80N °°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a.. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE: NTS SIMPSON LUS26 W/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 W/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 W/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS 0 Z M _ o z° z� Q 13 U, z cn (D QJ �„ 'f--J W ( o �V — p "' c ZD F 0 .� U M �� m N W � E 8 e) M Cn M 8 _ N 0 00 �"� U co Q D) fn O v 0)a o 81D.1 N �O O V N O M C � 00 �e z° W .E; - y _a- G W 2 4 10N O Q V to co 1.5 � W Nf E�_ LL LU aggqqk' 31fP � e .CUM i Y Ej �\ J 0e� E`er p;' 0 F r �a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z H o Wax O�z80 OOf0 aoZ an x a O OW���.....N WO im Zo U } U �Z w a vco cra.G z h O �, y V _j J Z a �W N M ¢ w w Q� o Q 2 N zaz:� 1� .�W. Qa�R 2o,o z00 Z N ' z 00, J T"I W Q W z azo gao z Ln N Z ,a� z m Ck <- = o a uj ,--� a ul o SCALE: AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO• 42 SHEET NO. D1 i := I f m e (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ 6 10 () d 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 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS FOR 2x8 WALL ) @ 24" O.C. MASONRY WALL CONNECTION. EXT. SHEATHING A BELOW AND ALT. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR OF MASONRY & 8d BLOCKING NAILS T/B FLANGE D 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS LO 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 (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ' :°• SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48�� O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON TO x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END OF •• •°• • • CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD 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) WALL SHEATHING (2) 12d TOE NAILS TOP 7 10d NAILS & 4 1/4"x2 () () TIE BEAM @ 8"o.c. SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING 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 CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS BO CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN 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 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ 11 10d ( ) (1) SIMPSON LSTA30 w/ (22) 10 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 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. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. �D SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER a G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C W/ (2)12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP 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 BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" ISSEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE LN 2 x 4 #2 SPF STUDS g O 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 W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER EXTERIOR HEADERS SEE PLAN FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE E F GYP F 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 MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE u a u�o u a a. o. TAPCONS KING OVER TOP PLATE SIMPSON SP2 w/ 12 10d NAILS AT 6" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOOW JAMVIDE BS TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. `: •' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR BELOW (24) 10d x 1 1/2" NAILS AT TOP AND 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6STUDS 2 STORY COL. GIRDERr-7 BOTTOM TO HEADER SHEATHING CAN STOP ONCE UNDER aC� (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. VJ A.'J SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS REQUIRED AT TOP PLATE TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE 2x HEADER SEE PLAN SIMPSON LS30 w/ (6) 10d x 1 *FOR 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) DOUBLE 2x4 OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE 2x SILL PLATE W/ 12dTOENAILS. 3" 0/ MIN (3) 2x #2 SPF STUDS (1) (2) 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 'O<qr N� 2-{-� 2x STUDS 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F4 TOP SPLICE @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE , WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD ALT. HEADER ANCHOR 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 BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). 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 ' SCALE: N.T.S. 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TOP 2x8 TO SIMPSON (2 w/ (7) TO BE INSTALLED AT EACH END. BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ ( 22 ) 10d NAILS (MSTAM36 10d NAILS & 4) 1/4 x2 1/4 PLATE ATTACH END OF OPENING CENTERED TAPCONS BB ,° ° W/ (2) 10d NAILS NAILED TO STUD PACK � FLOOR DECK FLOOR DECK O.C. 2x4 BEYOND @ 3"C DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 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 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS 2X CONT. RIBBON PER NOTE: PLAN OF 10d NAILS HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL @ 3" O.C. W/ HIGH BM FLOOR [DOUBLE STRAP]O TOP PLATE SPLICE DETAIL 9 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. !� 0 U' Z M _ o z(D z z to Uf C6 0 ,0 w ru U o0 m t11 oo U N MM p> C',— N z C) 2wLL00 O O $ = n; 0 ao �a B D. N C-B D C :� 4D CA O M� 2 � �� N N N 4t 00 LU M N � Z Z W LU W V Vi ro cE z Q CD LL N Q (N7 W a Q O v U O Q11G1C tlttM //i[8 ❑ w . G.0 {� �•'�S E (o p ''• 130 �O Q �o<6� i c9 •� i4 •.fir sd,., � ...:., � �� 6�'�✓ o� O F E 5\0 \ e To the best of the Engineer's knowledge, information and belief, the sural 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 AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.Lennaffampaxom rn m. WEATHER RESISITIVE BARRIER I HEAD FLASHING TIE-IN INSTRUXTIONS; I 1. Cut, fold up & temporarily secure weat SSE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation ANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under D WATERPROOFING METHODS TO weather resistive barrier USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r�r»nu�u rv��nnvu SELF -ADHERED FLASHING DECK JOIST 'WEATRER- ✓E BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E 4M U WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER I I I I I I 1 I I �_________________=-J PLASTER STOP Iry CONTINUOUS BACKER ROD & SEALANT A RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING - PATCH �HERED FLASHING IR 0 0 0 0 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. DRIP SCREED PLAST ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER -- WIRE LATH 0 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �v (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SOFFIT/CANTILEVER SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - - - BOND BREAK WEATHER RESISTANT BARRIER- - - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant fleshings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO, FBC R703.2.1 Detail Instructions Refer to the number marked as G in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster r i i Cement Plaster over block 1 st floor in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all u U s 0 M - o Z cn 0 �c�a w .O w o .� M U 2� CO 8 pN� M co ` �O M NilE � N O .O co N 1, C) 5_CO 00 < O rn fn QO 0 rn Q d A® 13 N C B D C ® N N W SN92 Z z CAM '5C', (jLL � A?W , W �'�.-^Cp R w acnrn Z C v 4¢ per' O en Z � 3 LL W n,Q M <o o� WWW,FDSENG.COM U Li N 0 C:) To 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. Ill milk 0 Am M=ft 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OO LU ¢a W<WX Uzoo �Qw2 a W x. a of , 0 O LL N 8 W LV o© Z Q �u �z O Z "a \.� 5 1-.0 N IL Z LU o LU9 (---4w M I---- �t LU F- o ��P o J �o LU 57 Co U O G Z$o< 1 N uJUJ< ce Q d a¢U21: ~� Z Z N o � CY O uJ Ln L13 PC Y o LJ.J 0, $ I- LPi Q Z Z W z 0 k N Z a o m I g W � 17) ¢ w ° M T o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 4.2 SHEET NO, W P (3) Cf) C) 0 220m, SIR? "ga 'g ICU "NON, -*--a (D a) A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 (1) -!-- H D210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 U) H D212-2 FL17232.3 ESR-3445 HU212-2 F1_10856.4 ESR-2549 -0 2 0 HD216 FL17232.3 ESR-3445 HU216 FLIOB56.5 ESR-2549 0 0- a March 20, 2018 HD216-3 FL17232.3 ESR-3445 HU216-3 171.10856.1 ESR-2,IA9 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 = = .0 U_ HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 CU 0 +- Co H028-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below iftheywill be utilized on the 0 > Re: Wood Construction Connector Compliance for 201$ International Codes &2017 Florida Codes contruction 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 • W -0 E 0 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 products. Q. Whom It May Concern: HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 F:= U) 402 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures cc Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that F U) joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of H00410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 1. EXTERIOR DOORS the IBC and FBC required testing to comply with ASTM DI 761 Test Method for Mechanical Fasteners in Wood. Both A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-6TO psf methods determine a connector's allowable load as the lowest of the following: HGA10 FL17699.1 Evaluation Report HGA10KT FL1 1470.4 SIM200803 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 2. Average load at 1/8-inch deflection ThermaTru Firber- lassic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 pat 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) HHCP2 FL17236,7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,14 +67.0/-67.0 psf The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 strength, fastener strength, and wood specific gravity. The tasted ultimate loads must be adjusted when tested HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01-67.0 psf material properties exceed the specified properties. HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in ThermaTru FiberClassic, Smoothstar, ClasslcCraft, Rustic FL7640.1 -67.01-67.0 pat October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie Is working HTT45 FL17324.2 Evaluation Report HTT22 FLI 1496.1 ES-0130 on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2613 B. SLIDING MI Windows and Doors Series 420 FL1 5332.1 - FL1 5332.5 +40.0/-40.0 psf However, reevaluating a large number of products will take time. While manufacturers work with product certification HTVV24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL251.10 agencies to update their wood connector evaluation reports, we recommend that building departments under the HTW30 FI_17244�8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 pat 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. HTWM16 FL6223.2 Evaluation Report HTSM16 FILI 1473. 11 SIM200802 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf The information in this letter is valid until 6/3042018 when it will be re-evaluated by Simpson Strong -Tie. Please visa HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential WndGode Doors W6 (8X7) I'Ll 5279.85 +38.01-42.0 lost www.stronate.com for additional pertinent information. If you have questions or need further assistance regarding Z this matter, please contact the Simpson Strong -Tie Engineering Department at 800,9W,5099. HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WndCode Doors W6 (16X7) FLI 5279,102 +37.0/-41.0 psf Sincerely. HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors I'Ll 1537.1 NIA (see inst sht) SIMPSON STRONG -TIE COMPANY INC. HUS210-2 FL17232.6 ESR-3445 HUS2113-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WINDOWS N FI-Product Florida Department of Business & Professional Regulation Building Codes and Standards Approval Application Detail Page 1 of 8 12JI2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg.Wa 12JI212016 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ge 1 a+ 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page+at Imo+e �e 0 /L Q La 'M""s W Cn O Q O L amam O i O ICU \ O 'tiI"Ra 6}� ' ^ ♦ V O =J � O }a .fit L,t,� .,i.�i .� ' w V, (D `+� ♦� CD W �R � V O Q Mae; 11111111111111 MIN 22411 Entl^or 12di 2011 Date Pendiha 2q(g, Iyg� V-1- Manaacturor Contact Enpineer&License )(eIIBaled By Valldaled Bypg�d FBCApnroval Aooroved Statue Revision 2017 Themra-Tru Corporation RICK Wrl m Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 1011MG17 07M712017 10/18h017 12112f2017 Approved h Category:. Exterior Dbdre (419} 28&1740. PE-43409 (913) 767�6556 Subcategory: Svdnging Exterior Door Assemblies ItkViigmibidgwrtsuitams.. Compliance Method: Evaluation Repon from a com Florida Registered Architect or a Licensed Florida Professional Engineer alnroved oo O yA surancs Aoofor Us, Anvedfor Use gpmut DMrlaa leaf Product Mod el. Number or Name Product Deaorlotlon Contract Expiration Date In HVKZ Outside HVHZ Realen ttt pressure 1 a. ThermaTru Fber-Classic and Smooch -Star Nominal 11039;g &quatNon-Impact&qua; Opaque 12/312020 No Yes No WA Composite Edge Fiberglass Single Dow Qnswing/WsWrg; X configuration) QA Eri6ty or pygp, 2ok date Pencil- DAI IVa4. Version Manufaetunr CaMaa Enalnaer&License Valuated By v,ua.tw Submitted FBCA=m,l ADDroved. `YiiWl Revision R017 Theca -Ton Ceri orDlon (419) 2I8M Lyndon 9 Schmid, P.E. Ryan J. King, P.E. 72M 32017 12/134019 9221J2017 02/132018 Approved Category: Exterior Doom (419) 298.1740 PE-434W (813) 767-6555 SubCmgory: SWnglolg Extedw Door. Assemblies dckw(phvblagrbnsu3ants. Compliance Method; Evaluation Report from a cam Florida Registered Arehled or a Licensed Florida Professional Engineer FLM481.N9 Pndutts __ _ - < O alitv.Assuranca Approved for Use Aopmvedfor Use Impact Design saps Product Model. Number or Name Product D,,HNon Contract Expiration Date In HvHZ Outside HVHZ ,Rtitp( Pres_-re I a. Thenn&Tru Flber-Classic and Smooth -Star Nominal 6&Mi9;8 &quotNwHmpsd&quot; Opaque 12131=1 No Yes No WA Composite EdgeFlbergisss Single Door Qnswing/gasMing; X.conSgureton) � go go go Validated By IYm Y!!1l�II Ian � '�� FED APJ�votl BLtlha Revision 2017 Tbwma-TM CwporWpn Rick Wright National Acweda8on 6, Ryan J. King, P.E. 12MO M7 09)2112017 12ram17 Approved Category: exterior Doom (419) 2WI740 Management Institute (813) 787-MM Su6CMepery: Swbplog Ededor DoosAmembites ddav dgconaWtonts. Compliance McSrad: CaN6regon Mark or Listing room Apgpo"d,tgUN Approved flor Use I DealersGtaeor bagjK4M $N�(� Prom— 1 a. &quotxNak-CrWSquot; and &qud;Smchmark by SM and SM Opaque ansit d Glazed Icbro odor with 12J312021 NO Yea No WA 7MmVl-TN&qud; snit without SKbNea, 4awkg and Ouhwllg � DO 20 Dole, pomade 11!m Y� 1290iafl MOM err YJJlaid FOG Approval Aggpmd mobs Review 2017 Thermo-Tru Corporation Rick W" Na9ional Accreditation & Ryan J. log, P.E. 12J2g12017 ON2112017 12R2/2017 Approved Category: Exterior Doors (419) 298-1740 Management heads (843) 7674MB SWnGbOOM SainWng FJtedor DowAesembea CompWgo Madw& Certification Mark or LtsBog anuh Aesuranea AQgforUig Avaroved for Uss know Doom lax Protect iflockid. Number ar thens, Product Deserted- Coolbod Exclostle, Data)8.1� ) )� 6 e. $quot,SrMoSHgtm&quok and SquoYBenchmarlt by BIB sed W Opaque and Glazed Fbaglaor with se Dow 12/312021 No Yes No WA Titarma-Tru&quOF aItl witllwd SW.Ntse. bapvkg and Oubwhg 6 f. nne-T. Fber¢lamo and odh-,ear Nominal9;0&qu on4mpac quo; Opaque 102 No Yes WA Composite Edge Fiberglass Single Door on3Ndn tswirg; Xeoml umtlon 6 f. Thomna,Tru Fiber-Claslcand Smooth -Star Nominal t7MS;O&quatNon•lmpect&quoC Opaque 12t312021 No Yes No WA Composite Edge Fiberglass Single Door Qnwrigotisvvilg; X' conNuratlon 9 1. Therma-Tru Flo-Classtc and Smooch -Stem Nominal 6&M49,8&quatNwl-Impacl&qu0; Glmed 12/31/2020 No Yes Na WA Composite Edge Fiberglass Single Door 9 t. Therms -Ton Fiber -Classic and Smooh-Slar Nominal 6&/Ki9;8 &quafisn-impsd&tarot.; Glared 12/3112021 No Yes No N/ Composite Edge Fiberglass Single Dooronsv nawln /Oxdswl ;Xcoral uretlon) Nomiina/OWsvS;0&tewegubooh) 14 n. Thanna-Tru Flber-Classic and Smooth -Ste Nomina18Wf39;0& uWNoo-lm act& ot; Glazed 12/312020 No Yas No N/A q gl qu Compgs5e Edger Fiberglasscontg Single Door 3(^confl 14 n. erma er- ssC an moo o a o on- p a qu e o s Cmnposlte Edge Fiberglass Single Dow Qmwing/Oulswkg; X eanAgumeon) nsvAn oche , uretlon) Florida Department of Business & Professional Regulation Papa, a, Florida Department of Business & Professional Regulation Page of Florida Department of Business & Professional Regulation Pepe t a I Florida Department of Business & Professional Regulation Page, a, Building Codes and Standards 1160=8 Building Codes and Standards I)SWI9 Building Codes and Standards a2ole Building Codes and Standards Product Approval Application Detall Product Approval Application Detail Product Approval Applcatlon Detail Product Approval Application Detail FSf14A3m Sdttl9. ardwW Robt no Dab.Pret>d■ gas 201111 Bright or Dab Dab Data PA- 2alb Dale Era,ar Gass olio geb.P.lnGm no rode EDlbtar gab gab ode penalties1� mm YMeim Mowkmm contest Eogbeer&License Validated By validated L19msled FOCAWYMW 9mmrad M" Ina YerelmManufacturer yaldowBy Yes11W4 Awwg d FECAdonoval Aparoved AMR Do Yadga fi99ta4t E ValdatsdBy V*IkWW IO " iOCADMVM Approved Btdta IYm version wwnubobmt BDadnuciLlcenss Y11mdedBy Vagdmbd lubmWtl EIISAatemrY Anaiatd AWN Revision 2017 MI Vftdms and Dowe Breen Sah+ger Luis Robodo Lomas Strom M. UrIch; PE 091132017 08111/2017 WIS2017 10110IM17 Approved Revision 2017 Ng Widows and Doors Omnt$KrVr Luis Roberto Lomas Steven M. Urtdh, PE M132017 08/11V2o17 08/162017 10110=17 Approved Revision 2017 M Madows and Dows Brea Stenger Luis Roberto Lomas Steven M. Udch, PE OW1132017 OSM 112017 08/1612017 10110/2017 Approved Revision 2D17 Ml 4andows and Dows BrW SMoger Luis Roberto Lomas Steven M. Uridh, PE 08119I2017 011t1112017 08/15=7 10/10,2017 Approved Catepwy: EMerior Doom SuhCoug": Slif Exterior DowAseembliee (717) 38533W PE42514 (717) 31744W bsbnoorGmkvd.oau Category: Exterior Doors SulaCebegary: 8lWbtg Exterior Door Assemblies (717) 305-M PE42514 (717) 3174464 bslNnger®mhvd.eom Catapory: Exterior Doors SubCabagry: Sealing Exterior Dow Assemblies (717) 3883900 PE42974 (717) 3174484 beMrt"mited.am category: Exterior Doom SubGalegery: Soiling Extedw DoorAssamblles (717) 3853900 PE42514 Q17) 91744W baMnger'Qmiwd.aom CompilonceMeleco: Evaluation Rwlorti om a Complianoa MWead: Evalumtlon Report from a Compliance Northeast, Evaluation Report from a CtmgaiMq MMWad: EvaWst on Report from a Florida Registered Architect or a Licensed Fterida professional Engineer Florida Registered Architect or a Licensed Florida Professional Engineer Florida Regisismd Architect or a Licensed Finds Professional Eromoor Florida Registered Ardat at or a Licensed Florida Professional Engineer FLK633Z M lardtab AnorcendfwUsto Approved for JbM lama ! Approved be Use lmped DIWM ELF' Quaft Asounimaus, Annotated love INS Approved For Use Im■st Ri" Otedhar Assurance Angroved for Use Approved for Lim 19agait Dnian Esc! Product Model. Nwnber cr Name produce, pow4hoon 99 In HVHZ Detail 1 PJ� Beal lorracclud Is In 01.1111111111111, pAsk4wd p o Bee! ProductlillixIeLflumborcerNiones, pmx1uat Contrast Exphxum oft In oubi09.dfQIZ Ileeltled fMmlr: Bea! Iat001i PJsmn 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420AUANNUM SOD REINFORCED OXO 12I312M8 143-314Squogt968quot No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 42D ALUMINUM $Go REINFORCED OX, 12/312018 XO, XX mmuooms&quok No Yea No WA i SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 121SIrMS t4&4M&quog18g&Mnot NON -REINFORCED No Yes No WA 2 SERIES42D ALUMINUM SGD SERIES 42D ALUMINUM SOD OX, XO, XX 12131rma W&quwpt80&quot; NON-IttEOffORCED NO Yes No WA Florida Department of Business & Professional Regulation Pepe i a t Florida Department of Business & Professional Regulation paa.1 a+ Florida Department Of Business & Professional Regulation Page 1 a+ Florida Depadment of Business & Professional Regulation Ppe 1 a t Building Codes and Standards +1642018 Building Codes and Standards 1.15rm18 Building Codes and Standards +arJo+a Building Codes and Standards t soots Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL#t5279 Bl D99a Tatra Version llamas Eetlhtat meat EDod— &Lkame v.gdaboder 20 Vagdoad Eahmsad Data PWKBM 20 tffiAmnnul Ap,:,aved am f3!>!EIIl 220 1111112 Yaudga l gram or rem Et shoorA Jae validated By Rik go Bob PKICI+a Validated PEGAmarral 10 Aaarsaed AMR RM1332-AW11 ram 1rm VW.I a Era, Contact EdmillmserAiLlcones Wedded By 292 29t Validated ode PO"M 291 ffi81ecoovid Ata6rnd Blida 1im4t2t glide 1)fm Vetal= ! smear or contact Enak 3&UA vatla.aaerr go gale. m Y:tlO" Bu0m91d MCAMMW 20 Approved BJa4a Revision 2017 clom Sulldklg Products Company caaywy: E:denor Doom Mark NlesbANd Irtefak Tesoi Services NA, Gay PruehYr (S13) 7704i082 Inc. (513) 5104M 11rAW117 0811CM17 12I00IE017 Approved Revision 2017 Ckpay BWidbg Products Cwryeny Category: Exterior Doves Mark YVad aid Intersek Testing Services NA, Gary Phahbr (513) 7704002 Ire. (513) 51"566 11N.M 117 06M02017 121062017 Approved Review 2017 M V1YMowe and Down Cadagary: Exdedw Doom Brand soings, Luis Roberto Lwras Steven M. Udch, PE (717) 3863300 PE$2514 (117) 3174454 08113=17 oem i2017 OBtla=7 1(MD2017 Approved Revision 2017 PGT Industries Cebgoey: Exterior Doom Dam Ruark M on*Dade BOCD, - CER MWmW)odo BCCO- VAL (W t) 488-0100 (788) 316-25g0 12202017 112M17 12WW17 Approved ea Subcategory: Sectional EExteriorDooAssemblies Compliance Mee atk Cere6atbn Mark of Willing nrnoatxflad@dopteyam SubCSections!Sections!rriw sbawy: loExterior Dow Assemblies Compliance lseaod: Codification Mark w Ueft eWrBBMoclopay.atn Sooting Exterior DowAsamniMs Comiss nCe Mad d. EvaluationComplirhce Report from a Florida liapisbmd Architect or a Licensed Florida Probassional Engkaes beMngwCorAvd.eam F1.112111-flin products, mbibs SubCeagoM &wiry, Exterior o ark or Listing Mark M MYMied: Cedl6Caiarh Mor dnhark@pgtlndaUlee.cosn as Aporoyedfortfee Approvedfor Use bHow Dalkon QuaftAismumm Approved for Uois ApwoyW for lha ImQmri. 12N1 IFI.M63124114 Products OwSb Assurance Approved few Use Morsvai far Utr bwo mpg Bag! 37 037 W"S PAN-2Fi51: 84A W, 73, 76, 1500,1 W, 76, 7SV, 4RST, 4RSF, SRST, MSF, 2RST, 48, 42, 65, 488, 42B, 55S, GDSS, GD59V, GRBS.GRSSV, AR58, ARS9V, ED59,EDSSV Product Deacitodom tExpirgempab Sao Pan (hen. 25 go.) SinpaCar (up t0 W wide) O5I21P1028 WINDCODE&M74; W6 Ggmps Door In HVHZ oumklo No gm Rninad Yes No Pmerae +30 PSF PSFI32 am 53 produce Model. Number or Nam 063 W6.16 PAN-2Fi53: 84A, 94, 73, 75. 15W. 190, 4RST, 4RSF, Ill BRSIF, 48, 42, 55. 480, 428, MS. GDSS, BOW, GR5S, GRSSV, ARMS, ARSSV, EDSB, ED69V product Domarlialas Contract axnkdbn Date Steel Pan (rmn.26 gaJwb D"or (Woo IVO" 0621=0 wias)WINDCODE&0174; W5 Geroge Door In WHIZ OM&MIPAR No Yea mn NO pressure +30 PSFI.30 pap All 5 product Mwlei. Nuaar or Nara SERIES 420 ALUMINUM SGD REINFORCED OuUW Protlueb Desedalen Contract RXW"m Data SERIES 420 ALUMINUM SOD REINFORCED XXX 121312018 1498ghatx988quot in HM outside No tiYtlZ R"IsbM Ya NO � PMBSM WA Berr1 t0 SGD-6570 (large Missile Impact) Will gilding Gass Dow OV142a21 lg�im Yes Yes Yes pressure WA 0 Florida Department of Business & Professional Regulation Page 102 Florida Department of Business & Professional Regulation Pepe i a1 Building Codes and Standards 12/12/2018 Florida Department of Business & Professional Regulation nasal aI Florida Department of Business &Professional Regulation Ppa+a, ■ — Building Codes and Standards Product Approval Application Debit i1sa1B Product Approval Application Detail Building Codes and Standards Product Approval Application Detail 1/mis Building Codes and Standards Product Approval Application Detail I/MIS Cope Entity or D,gt bmit Date Pendiha Date Nrroval ZLINimay Lail Version Manufadunr Engineer&Llcense validated By Validated $yhmlkftQ Aooroved 1111611 lade mm Version Review 2017 lbaltlsgbt8i CURRIES revision oIAADO, Inc Category: Exbtbrpoors Enter or gentlest Enaln waLi� Validated By Dadlc Dave UL LLC Ted Senan, PE (041) 48441844 (3mi sell lam gam yid lialsigited 11/3=17 10*111 017 of EeBCkw 20 lead Appmaal ARRm d 12M=17 awn Approved Revision 2017 MI VJlldov/s and Doors Cregory:VYndows SubCategory:.Sigle Hung Cam pfience Method: Certification Mark or Listing Breen Si American Architectural Mayan M. Udch, PE (717)36&3300 Manufacturers Assoclellon (717)317-8464 bselinger@mMd.eom 12/292017 12113,2017 01/082018 Approved rBSk Mae YmWa Revision 2M7 Cicpay aWkeng Products Cwnpmy Cetettory: Exterior Doors EDlltvst Conhaw EoakM ALIMma Validated By Mai vissarow Inbdek TasSnp Savloss Nk Gary Kohler (513) Tro-so 2 Lod. (513) 51945N go Dais Validated Submlftd 11r29Wl7 Ofl1102Di7 Dab paradise Ra FWAoorsnl Approvd t2N52D17 mom Approval 996 1ym version Review 2M7 a1 Cbpey Building products Company Caapaty: Exterior Doors EWE pC Epps Liamp Validated By Mark Westerfield IoterbleTuorg Services NA. Gary Pfushlor (513) 7704082 Inc. (513) 5194568 20 glen D&W PKWtm Yallichatd jilibigift FICAppinead 1120=7 081110/2017 20 12f062017 pbha Approved ■ — Subcategory: Exterior Dow Components Coiapaenca Yaead: Cendllaldh oak w Liseg deve.dedl eabby.w m -. FLiNIaii2 Products _ - OueIIM Asaunncs for Use Use -_ ., Design SubCabpgry: Sesame! Exterior Dow Asaertibites Compares Mall Certl6ration Met or Listlag mwestemeMQdopay_rxm - SubCa+epory: Sedlonal Exterior Door Aaembges Compares Media& CertlMatlon Mark or Lhaft awreewneucwom earn Flstlaeym proewts Beef Product Model. Number or Name Product DesedpNon ContnttExantbn Dale ADDroved A.arovedfor ID.L{YtJ7i Outside t+VFiZ Imaua_ Reslnant Pre seun Fle16a9.N5 vreduaa Baal Product Model. Narrow car Names Product postulation A Emphasm Dahe AommdforS(g Approved 1, HVHZ outside for UN Ittiliall HVHZ Baer Dallaw Pnaaum Beal Quarter Assurance Approved for Approved In HVHZ oubift for tin hmmid fZ Design Pamu Brtgl Quaft Ltd! AoorovedfarUes In HVHZ Oulailds HVHZ Imp Seldom Dbi■ID FOuum 2 185SH 52x84Fm,FimgeFrame IG/9GSingle Hung IOM2018 No Yes No +60/-60 1 607, 707, 727, 747. and 647 Sago and Pala of Doom Flush, Glazed, and Lowered single and pals of 12I3irAM hollow rasa doors, Yes Yes Yes WA 85 00 VVSoe PAN-2F153:73, 76. 84A. 94. 42, 48,428. 488, 4RST, SRST, Goss. GR5S, ARSS, EDSS Sena Pon (min. 25 ga.) Skglol—(up to 9v wide) 0S2112028 VWA=DE&a174; W6 Geroge Door No Yes No +38 PSFI.42 PSF 102 102 V016 PAN.2F153: 73. 75, 84A, 94, 42, 48, 428, 488, 4RST, GMT. Goss, GM. AR6S, EON Stet Pan (min. 25 ga.) OoubbCar (97 to 162' owirms wide) VANDCODEW174; Via Gaage Door NO Yes No +37 PSF141 PSF Cn 'efee-111 O Florida epa en of Business & Professionalegu a on Page 101 W Florida Department of Business & Professional Regulation Building Codes and Standards Page I a I 1WO% Florida Department of Business & Professional Regulation Building Codes and Standards Papa I a+ 15/101a Florida Department of Business & Professional Regulation Building Codes and Standards papa l a+ V02ola Building Codes and Standards roduct Approval Application Detail P(D 12112/201e /1 (V Product Approval Application Detail Product Approval Application Debit Product Approval Application Detail t� y J MRINIM aygg Version Manufacturer Contact Ena eerB Llcense VaIdated By 21111. Date Pendina. Validated Submitted FBC Approval PA& Aooroved It= � ICU FLll spa —°g�3�?" 296 mm Version f rift or ,fit Engineer L2ke� validated By 20 Ra yam Bypa(gd Daa.Ceocim go PWAMTOVA 8po[9Y.d two 220 Ion VemlpgMmutoftrit llndw w contest En,k*K A -License, Validated By gib no Dow PWMNM Volklefted submmw FW A■@ve! 20 ADS $tilm 210 1)rm Y9mlon Man Stellar or Contact Ep inger&LicaOI! Vatdand By slats Deb validated Bullondfithed gam■ PW ApprovalApt BfgDig Revision 2017 MI YVVidows and Doors Category: Wndom Blom Sillingor American Architecture[ Steven M. Udch, PE (717)3653300 Manufacturers Association (717)317-8454 01/212018 01/032018 012=018 Approved Revision 2017 MI VMndows and Doom Category: Windows Subotaagavy: Fixed Cpmpiwua Malrod: conmeaaon hbrkor Listing Brent Below American Archaeduml Steven M. Udch, PE (717)36633M Manubcbren Assodstbn (717)317-8464 baMngarQmhmd.cwn 12131=17 12/3112017 01104=8 Approved Revision 2017 POT Industries category:Windows SubCaagW. 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M&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF Code Version: 2017 FL#: 11651 8 28qud; 24ga. MegI Mn 24 Ga. 2&qud; Megal- 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Application Type: ALL Product Manufacturer. ALL Panel over 15/32&qud; Plywood -108.5PSF Category: ALL Subcategory: ALL 9 24 Ga. Gulf Lek Mn 24 Ga. Gulf Lok 16&qud; Wide over 15/32&qud; 04/122024 No Yes N/A +N/A/-96.7PSF Application Status; ALL Compliance Method: ALL Plywood Quality Assurance Emig Contract Expired: ALL Product Model, Number or Norm: ALL 10 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seam 1S&qud; Wide Roof Panel 04/12/2024 No Yes N/A +N/A/-93,5PSF Product Description: ALL Approved for use In HVHZ: ALL war ix4 Wood Purlins over 15/32&qud; Plywood Approved for use outside III ALL impact Resistant: ALL 11 24 Ga. Gull Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/A/ Design Pressure: ALL Dal. From: ALL 12 26 Ga. 5V Comp 188qud; Vdlde Roof Panel over 15/32&qud; Plywood Mn 26 Ga. 5V Crimp Rod Panel war 15/32&qud; 04/122024 Yes Yes N/A -108.5PSF +N/A/ Data To: ALL Plywood 13 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp over 15132&quot; Plywood 04/122024 No Yes N/A +156.5PSF N/AI-131,PSF 14 26 Ge. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel war 1x4 Wood 04/122024 No Yes N/A +N/A/ Puruns over 15/32&qud; Plywood -156.51PSF 15 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/122024 Yes Yes WA +N/AI 15/32&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/12/2024 No Yes N/A +N/AI-63.SPSF 15/32&qud; Plywood 17 26 Ga. GuIfPBR Mn 26 Ga. Gulf PER Roof Panel war 15/32&qud; O4/122024 No Yes N/A +N/A/ Plywood -154.7PSF a..a CU C- W N CL 0 CV LL O O iaV VJ O C O O CIO LL .(n -0 CIO Qa) ICU O ei- .0 �1/� VJ Q. Q Z Z W J c� O Florida Department of Buwms & Professional Relation Peps 1 a I Building Codes and Standards +1wm1e ■ - -4--j Product Approval Application Detail co 1Q raft go 291 Date Pentagon MUM vmim M.UfatMer Correct Engineer 41Jcamse Vegetated By yyg" Bghmuw POrAOMmtal Aconovard Shard Revision 2017 CAST-CRETE USA,I Crag Pamro Mbmw3ade BCCO-CER MemFWde BCCC-VAL 1111142017 10MOM17 11212017 Approved Category: S6udura conponwb (813) 821-4841 (/86) 31&2590 - SubCoWM! Products Introduced as a Result of cpmkaQlaataab.corr New Taohnology Compliance Mated: CertMatlon Mark or Listing P1d191�@P1M Quality A� Approved for Use Approved jl�ljiali Impact Datican 220 PmdretMDM.Nmwmwwnr. Inlffiiiouwmp h1via Ruh&ft Puente 1 High Strength Concrete Lkstels 4, 6, 8, and 12 Inch wide Imais OWi 1/2016 Yes Yee WA WA Cn 0 cn L- CL CIO CL C/) U O 0 V0-^ V I cw G Z Z Z a J a 1.3 NPA s f Y +::