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HomeMy WebLinkAbout2939 Moulden Hollow Dr6L. 6.I 1 A.L _ �_.y .mod i.,.. _ .a, .--u�li ._�d-o- •..e Y.. _ _ - u 4 a AB or A.B. ABV or Abv. AC or A/C ADJ orADJ. AFF or A.F.F. AHU or A.H.U. ALT or ALT. BC BF BK SH or Bk Sh BLK or BLK. BLW or BLW. BM or Bm. BOT or Bot BP or B.P. BRG or BRG. C CAB CIR or Cir. CJ or C/J CLG or Clg. CMU COFF or Coff. COL or Col. COMM or Comm. COMP or Comp. CONN or CONN. CONT or Cont. CT or C.T. D or D. DB DBL or Dbl. DCF DEC or Dec. DIED or Ded. o, DIA or Dia. DISP or Disp. a DIST or Dist, DMF 'v DS or D.S. = DTL SDV or D.V. N DVP or D.V.P. DW or D.W. EA or Ea. "' EW or E.W. ELEC or Elec. ELEV or Elev. °O EQ E5 EXT or Ext. m EXP or Exp. FBC N FDN or Fdn. FXD GL FG FIN g Anchor Bolt Above Air -Conditioner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet Bifold Door BookShelf Block Below Beam Bottom Bypass (door) Bearing Carpet Cabinet Circle Control Joint Ceiling Concrete Masonry Unit Coffered or Tray Ceiling Column Community Compressor Connection Continuous Ceramic Tile Dryer Door Bell Double Decorative Cementitious Finish Decorative Dedicated (outlet) Diameter Disposal Distance Decorative Masonry Finish Drawer Stack Detail Dryer Vent Diverter Valve (plumbing) Dishwasher Each Each Way Electrical Elevation Equal Exterior Expansion Florida Building Code Foundation Fixed Glass Fiberglass (Shower Pan) Finished 08-20-15 1.0 id 12-08-15 2.0 ABBREVIATIONS FIN FLR or FF or Fin. Fir. Finished Floor 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 Fig. Footing 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 KNVALL or KIWall 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 MGT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic 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. Parallam PLF Pounds per linear foot PLT HT or Pk. Ht. Plate Height PLNT SHLF or Pk. Sh. Plant Shelf 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/A or R.A. Return Air RAG or Rag. Return Air Grill RAD or Red. Radius REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS or R/S or R&S Rod and Shelf SD or SD. Smoke Detector SO FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWR or Shwr. Shower SHT Sheet SL or S.L. Side Lights SPF or S.P.F. Spruce Pine Fir SPECS or SPECS. Specifications SO 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 WC or WIC or W.C. Water Closet (toilet) WA or WA. Wedge Anchor 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) WS Water Softener WWF Welded Wire Fabric (Mesh) FRAME -WALK REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS 0 01-04-18 4.0 2017 FBC UPDATES g 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. E E 03-29-18 5.1 UPDATED PER CITY COMMENTS `v c i i i» ALL WORK SHALL COMPLY vTH PREVAILING v ING 'v0DE, NATIONAL ELECTQ' ' »CG?E+ 9. AND THE Cin 0 r1YRFIIIsI.S DEC 2 6 201 rr REVIEW DATE eo CITY OF ZEPHYRHILLS 11. _ 11 .......... ......... �7_ 1 FE F*J N/�Rmm 2575 INDEX OF DRAWINGS I SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 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. ENOo a cn 0 (1) cn 4-J w CD(13o �U — 0 w to c .@ �Ca (V U W M 00N N M GO c� �U_ `OAl o� o I BID. N� N N 0 MIA �j1z 6' Z° U W a �LLg� a w W,� o o b • U 1�y{ss dv"IDS0 .. F tr0 To the best of the Engineers knowledge, information and belief, Me structural plans and specifications contained within these drawings oomply 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 9 W za U g� U J Ug® W T y } f z W o _ 0 = J gg . ' o J LLr) wpm C4 ■ Ln N V U1, a Z� w J LnW Q Z Z <Z- M m 0o g tu- = w8 f rn ,-f a V) s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5 . SHEET NO. C S Al [1 IW1IIrI1WliI m Ln 18 N C O ER, 00 E Go N M P 0 v TYP @ 2 STORY J S6 H.B. fta11111111iii (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 o °p in iv COND. COND. J TYP @ 2 STORY FLEX M 8'-8" FLAT CLG. CARPET 4r_O" r_On _--_-______ --------- H DR AT 7'-4" - - -E IV T R 6-0" - " FLAT CIL N FLOOR G.T. FAM I LY ROO M 8'-8" FLAT CLG. CARPET `�° 0 16'4j" I I I I I I I I I I IG I S3 I I I 1 1 7 I$ =," C'' 00 I I I I I 1 3 I UP 116 1 4 1 5 42" SLOPING HALF WALL 2X4 SPF O TOENAILS @ BASE G 40S3if 9 0 10 11- - - - - 12 12 T o fh YL 8,_8, N (2) #5'S 00 00 ZX0 WALL 5-SH 12" DEEP 2068 B. F I T-8" T-8" 00 q - T-6" J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d TOENAILS @ BASE = t°7 O00 o DINING ROOM PATIO 8'-8CAR ET LG. 4'-0" 6-2" 6-6" = d 007 I rn 01 p 01 J J J W.H. fq (3) 2X4 #2 SPF W/ (3)16d TOENAILS O @ BASE 2'-6,, L BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-8" FLAT CLG. 4'-8" 20'-8" FOYER 8'-8" FLAT CLG. TILE O I 3068 I ------- rn (2) #5r S 4 v o ' CC r----- I D j S3 I I I I I 4r_Orr r_Orr & N I I I I I I I I I I I I I I �4 bo EDGE OF SLAB 2" BEYOND WALL N cc S3 2x6 WALL D S3 cc IO I O I ° I I W I O I n I X I I I LIII - I I I I II I I I I I I I I I I I I I I IIII IIII CN------------ _ L I-J • • I . • I ! I� rl JIL-----------�I z3 ' � � = A � N I 3 '-8' FU T C G. 1 � -- �2 68 - - 6681B.F. REF.EL24 PANTRYOPT. - 16" DEEP 5-SH N J S6 TYP @ 2 STORY H.B. T HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1 /4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1 /4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 j S.H. 13 20X38j 18}X37i S.H. 14 20 X 50 j 18 } X 50 S.H. 15 20X63 18jX62j S.H. 16 20X72 18}X71} S.H. 11-12 271/4X26 26X25j S.H. 1H3 271/4X38 26x37 S.H. 11-14 274X501 26x50 S.H. 11-15 27jX63 26X621/2 S.H. 11-I6 27 j X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 } X 25 1/2 S.H. 23 37 j X 38 j 36 } X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 j X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 � S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. 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. • 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 © +28.3 / -30.8 O +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET '� 40 MPH 0=01i NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION j R-11/R-13 KRAFT FACED (GARAGE / LIVING) C9 V z8 z�® z < gram a U) z W cn w •V Ow �� U �0, m N w 1 - now=g? pN�M C s M U �7S 000 c `i o ¢ 8.� Q d Al 'IV N N � N fA 00 LC rezo j LL 5 iii ,y LU "'qB W L' Za tv tl�#t I/ o ul s �•���f,�rllJlD�i I i i�!�4�4�.���� To the best of the Engineer's knowledge, information and belief, the Wuctural 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.corn 6 w w¢oaC� �z'00 LU LU Z J Q ® CL Cr g 0 = �.� _ ILL W o J Lr) T o00 ~P o N LLJ Z Z J Ln LLJ 0 �i z rl LLI rri Q z�� � Z8 Z tu- 0 06 g = SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. 1.0 is N x s q Q a a 0 0 v o S6 TYP @ 2 STORY I I I I I I I I I I I I I I I I I I I 4 5 6 7 I II II�� IIsJ I I 8 I I N Q I_ S6 TYP @ 2 STORY o 10 I Q w o OWNER'S SUITE FG. I a, I T O LOFT 8'-0" FLAT CLG, = N -ffI 11 II 13 H3 D2 l; 6 M 8 14 I 15 D2 8'-0" FLAT CLG. I CARPET CARPET - R.A.G. 1 16 16'-8" ?6, T-7�" T-84" CP 10 '-94" 2'-4" 6-10" , V-4" 2'-6" - -----T-1 - I I o N 8 8 I I I ti I Qp I � 3��c`� �I v , ATTIC �� I ' BEDROOM 2 I I I I I o v li �w inA 'P 00 to co '-'I CLGG`��S-� I I Ia IO 1 LA All T E ­71 8 ILE 8'-0" FLAT CLG. 4'-0" I HU 6'-1 C7 Q 5'-4" 2 -4" t;, Lu CARPET OX 13'-7" w ' H 1 6 5' 10"nno iv M FIBERp GLA 2668 D2 3 - R&S -------- z M N SURROUN 60"X36" SHOWER u- °Q -- xw z U)O z 00 c° _j N D2 ------------- SIM. w/ (5) STUDS 4068 B.F. 2'-3" iv I J S6 N 4068 B.F. 0 - 3' 1x V-10" I I I IJiL TYP @ 2 ST CS 7'-11" C RY 6_. N 7-4- 4,_2 I' 1 V-8" 13'-0" c o t. 3 D2 �� , W.I.C. I� ; BEDROOM 4 '-0"F TC G. co T 00, - - - O 'n Qcr BEDROOM 3 8'-0" FLAT CLG. I w = o T '� N H1 Q2 1 8'-0" FLAT CL , I 8'-0" FLAT CLG. CARPET I � , CARPET fq I I TYP @ 2 STORY I GO I L------ j ---J J S6 A 4 co FIBERGLA�� SURROUN R&S EGRESS TYP @ CORNERS U.N.O. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 91 /4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2600 PSI () - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 j S.H. 13 20X38J 18JX371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 } X 62 1 S.H. 16 20X72 18JX714 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1H3 271/4X38j 26x371 S.H. 1 H4 27 } X 50 i 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 j X 26 36 } X 25 1/2 S.H. 23 37 j X 381j 36 } X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 } X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. 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. • 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 SEE SN SHEET OH SEE SN SHEET W?C 14 , 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 '111111111�11111� llll�I- 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 111311f 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) Z c CD CO Q a u, Z 4--J w w C) �U 0 w U w m N23 ONE M C)� O N Q $,LO CS d r' N N 2 O N i j W Q IT-ITftl�{flr�rh Z UCC5,, J V ' FL 0fliQ1Il11 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 W� zg I�Z U Eu z OJw J N CL r G a OZ DC � LL OU 0 o z g W _ J CM Z oo � � s „N L0 �06� .[R� oho a z J Ln L1J �j rl W Q Z M Z m O 1.0 06 5 WS = ,--I 0- to s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 5al SHEET NO. 1.1 N CC aci v x r� ram', KITCHEN SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM STANDARD (3) 2x1 a STRINGERS w/ SIMPSON A35/USP o i MP34 CLIP TO E. FLOOR SYSTEM OI 9 LANDING FRAMINC 8 c (2) 2x HDR. = REQ'D @ ENC LANDING FOF i STRINGERS 1 CONNECT TC aC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16-O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. o TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) I GENERAL LANDING FRAMING INFO. 00 r`, I SCALE: N.T.S. 9'-0" MAX LANDING LENGTH °Q Zo �— 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. in 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR. ix TREADS (TYP.) CONT. HANDRAIL THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. a KITCHEN 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER I U Q Q w J U O MIRROR a a o a OWNER'S BATH 0 M 4 fV O M PPF_FKIr, FI OOP .1011CT W/ /91 KITCHEN ISLAND INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" 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 edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the 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. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the 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. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing 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. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to 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 or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SCALE: 1 /2"=1'-0" z01 0 z�z Q U) z i---J cn w (1)(130 V— Ow N c T00 V) U w m N M U "- o ,d .- ur, BD. " �ul' N �O I= Z LU a y e IL ¢ ii a Z'." O IP lj LL s �! ❑ o cr�'•, P O F E S ��'f/�NII111111\`` 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 structuralthestructural engineering portions of the drawing Pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Sure 2001 Tampa, FL 33607 www.LennarTampa.com W Z Q ,u a vZ U alig M 0 3 O = �./ = Cr IWUJ - o � Z �JZ 4"21, L0 1H * Lr) � � oC Q N °` O Z Ln Z ZZ8 I- co rn � ' 0o Z g Itj W = W ,--I a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: M]AM ES VERSION NO. 5ol SHEET NO. 2.0 i I� 71111ui� 11+R �tRl„ f A ! f r 4a� .. •-,, ,�,� 1" x 4" SMOOTH TEXTURED TRIM / BAND 1" x 12" SMOOTH TEXTURED TRIM / BAND— .J a 12 5� 12 5� 12 �5 12 �5 FRONT ELEVATION 9' RIDGE VENT T.O.P. HDR HGT. e 04 C 2nd FIN. FLR. T.O.M. HDR HGT. F.FL. - B1_ SCALE: 1 /4"=1'-0" ---------------- T.O.P. ------------------ HDR HGT. RIGHT ELEVATION N 00 t` 2nd FIN. FLR. — — — — — — — — — — T.O.M. V. HDR HGT. ---------- F.FL. - B1 Q-11 SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH*" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive 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 (paper backed 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 constructions 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. ova Z o Z Q a to C9 CZ 4--J w CD CO M �V — OLU � i� U W M m pN cry c•7 C �r-PM C N 8.2 _ C)= CD U_ OD Q co ur) Q o D D• N. C� 1a, N N N V� V� 00 �{ O O N z z U) a) Z W z 5 LL C O ¢Cn M 2 H LL .• . -` J C! N I uJ O . ", ��, a•q _ _ �� ,• � t✓O ` �111tt�`110 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings empty with the 2017 Florida Building Code - Residential ft 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 FS 9 W z Q C/) rz�a r 0 U 0 W J W 812e� N F g LL 'J LU w O '� 11%� = C z Q V = J Q �$ or Uq) z 196 I= cV= 11 N u- <<u Z JLU r-II3 Q Z M Z t—u 8 Im O ' Q J w = z uJ F rn ,—t a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 3.1 tz 00 N F, T.O.P.HDR HGT. 2nd FIN. � FLR------- T.O.M.------- HDR HGT. F.FL. 12 5� 12 �5 ------- T.O.P. --L --------------------------------------------------- HDR HGT. 04 ti o CJ CJ CJ CV 2 U) ---------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2ndFIN. -------------------- ----------------- CJ / WEEP 1 12 JCJ / WEEP FLR. --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5— — — — — — — — — — — — — — — — — — — — — — — — — ---------T.O.M. �. — -------------------------- HDR HGT. ROOF TO BE CENTERED ON DOOR TEXTURED - °D CEMENTICIOUS 0o FINISH ON C.M.U. n (TYP.) -------------------------------------------------------------------------------F.FL. REAR ELEVATION - B1 SCALE: 1 /4"=1'-0" 12 LEFT ELEVATION - B1 SCALE: 1/4"=1'-0" General Notes ROOF CRITERIA: 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive 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 (paper backed 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 constructions 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. 0 V z_o z z (D a c/l 0 CZ � N 0 U— w Lh v) U W _ m N M � N C Q rn LLFZ- u7 �a o MD. Nlk-0 .N+ N NN rn � Z W 19N - z a:�, . w W w Q NLLqgn -0°' W LL a 0 t9 U) U9 LL ,p .kn0 N s _ 0 Q FL �.. OFESS \\\ '.�'�,• '/'f l l l l ill\����\\ 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 8th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com $ rY Z a w °� (r �zO0 Q z Q) < J w W O `. Z U < $ $ w -J 196 � 0 *� N L0 N I�;z� 0 Z J Ln W Ism W � Z V- %D z t 8 $ ° c Z g W � U111 S SCALE: AS NOTED DATE : 7/31 /2018 TECH: M]AMES VERSION No. 5ol SHEET NO. 3.2 r" 2" VARIES 1'-10" 12° CAP CAP 1" 2" "NOTE: _ N FOAM TO BE USED 1" RADIUS r� ONLY WHEN REQUIRED BY ^ zIN 1/2" RADIUS 31/2" RADIUS tiv `"' N ao COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" iv 3/4" RADIUS BUILT W/ STUCCO. 1/2" RADIUSi" N EDGE OF 4" VARIES 1" OPENING _ �- VARIES 1' 4" 29 0 M '- N 21 2 i2" VARIES VARIES ryN 1-4" 1" 1" 1x 1nx 1x -V 1 1/2" RADIUS 4" 4" � � i N z 2" r � so Cv Ell ^ 4v I U 2 1/2" RADIUS CD Ala VARIES 1' rN 3" 2" 2" BASE • BASE coTv 1" 1„ �n a a � • 4" N "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN _ �Q T = REQUIRED BY �* COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2' �N 1" 1'-4" 1" -: DETAIL TO BE 2" 2" BUILT W/ STUCCO. I 24" EDGE OF OPENING---� �Pi • T C 0 1-1/2" THICK 1-1/2" THICK 4„ 101, <V 21„ 10" 6" N � 4 � L T r CD i r S S IN Ia Cam" , 2„ INA _ CV 2" 4" 3" 6„ 2" 2" N W 7 W -,N > M 1-1/2" THICK" 2a„ i LN C� 2'-4 1'-10" `v <c _ i � N o sk " 1„ 12° VARIES VARIES 1" N W 22' Q M • VARIES VARIES 4" 1 8" 1" 1 _________ N ; N I ao io iD 1, s . Q 6" 4" KEYSTONE F11 0 OPTIONAL 00 KEYSTONE F11 r` OPTIONAL his, ' 3 2' _ c%il 2 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 11' 1'-6j" 14" a' 12" 2-1' 1 �" 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5" 1'-12" 5" 3'-8" T' i N 1 4" T-0" 4" 10" 1'-4" 101, r- o 00 � d' ZD N �1 GO o N 1" CV 9 6�3ry i � C7 M r 12" 1" - -v GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) rM / I • ACRYLIC SAND FINISH U z o z Z Q U 0 V) cn W T 0 tit 00 U m N W as $ pN cM C R M M _ U 0.2 c u-Go 000 ' QLO o �i Ci B D. Y _� 00 N�Z Z11 W tom' z � w c LU ai ' LL a W V a� Z �Qom„ o ro LL z W o v U O WWW.FDSENG.COM 00 0 N 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. 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 O u, U J g� ZW J V N G Zz O = 0 U = J ' ^ w X oo n P w N L r) N a � z Q Z �a 2 d' z a $ m ° 06 ZUj LU .—I 0-o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M]AM ES VERSION NO. 5ol SHEET NO. F1 Ir Ni r- In CD cc :_ J I 00 4 00 r" r— ELECTRICAL SPECIFICATION 200A INDOOR PANEL CENTER NOTES: 014 copper to lights & outlets NEMA 1 01 #12 copper to 20 amp das ELECTRICAL CONTRACTOR MO AMP MUST VERIFY WITH THE 10.2 copper to wN # SPECIFICATIONS FOR THE TYPE ,D3copper le Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN T O z,o or 4/0sER au 200 amp 150 amp IF 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 Liph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR izn­ 220 VOLT OUTLET WALL SWITCH 4�3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE (O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) l9 PUSH BUTTON SWITCH (OPTIONAL) FO PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKEICARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" U � Z o CD Z `O Z Q d U) Z vN 4-J W � o �V — O W Lh 2 U W m� N C7 04 u-a U L"-00 Q rn _&o rn & :S ai Q o D. NN C� •, Z U) LL o .� fs7 fi 100 49 $ m° WLLM a N a OU V O YAW FDSENG COM O Go N cu 0 0 To the beat of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W �a z f� a � L ; F_ �- a Z LU J LIJ Q yW U = J Lr) 0 J LL5 � Ro o. z t 0 Z_L Ln Nt�itWce Q Z Z J Lij < z ,Ln -I LJ.I z Z Ua �.8 m d- r Z tj W Is V �W O 0o g = f rn .-a a to E SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. 4.0 H J 00 a Go 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 beat 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET PE�G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET rw SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH d� 3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE F..Q WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q1 EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER 0P7I_ ELECTRIC PANEL _I DISCONNECT SWITCH ® SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN iBB (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER NEMA 1 200 AMP METER n M N 200 amp 150 amp ID1LcflnVI POWER CO. FEED ---- INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 410 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. FC...._ ...... SYSTEM UPPER ELECTRICAL PLAN SCALE: Y4'=1'-0" ola fl Q d W N a--+ W �U — O LU (A c U mN W '® ~ R a P MM cm U" o a, rR �i d (4 •O V) zz Q�o.5 0. W z o¢LL uo .y 3 rs � � V a> Ern Z in ¢¢ Q W 4C N ITLL O U V O WWW.FDSENG.COM 00 0 CV 0 0 To the best of the Engineer's knowledge, Information and belief, the stnklural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St Suite 2001 Tampa, FL 33607 www.LennarTampa.com w za f� z gr 0 ffl P N Q Z a F. b W Q) N `� W O T 0 U = .j 0 Ln J U g 5 U° Z� 101!i Z J '"t Ln r-1 I LJ.I Z z z Uj Z m 00 2 � SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 4.1 14 _ , - , e .. , L. ��. _1 Y 11w ir m 00 0 00 n ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators Must Provide U ( caper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SO. SO. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided . SQIN. of SQ. INo . f Ventilators (See Elev ) required soffit ventilation soffit soffit by upper Ventilation Ventilation needed required ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 276.0 (Zone 2) 135.0 *"NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive 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 (paper backed 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 constructions 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 I Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. U � Z CD _ Z z a U) Z V) (D CZ cn � w "u O `t-' U WM El® m� M U t�00 a,o B D• N .C� I�� •� • N_ �O p� Z Wz LU w °� Z 03U) LL -' wwW.F.StEV61W •�� t r C1 E�or S 10 . "~ ll 1t t t".Iti To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings compty with the 2017 Florida Building Code - Residentiel 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W za f� �i o g�uU �U, O� lFi O V � Z �z w UU Z O QRn Nf L.n� *� N W n Z w �Z6 0° tD Z —ZIS Lu = O 06 T-I g 0- to uJ 0 SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 5.0 c c d a 00 N E 4-1 N 43'-0" 38'-0" 6'-0' 6'-0" TYP @ 2 J STORY S6 H.B.T 4' 2'-1 COND. COND. ■ ; • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • •; • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ■ ; r----------�----I-- S3 �� —•----------� 1 i � : a V-4" �t 16'-3" v HVAC CHASE r a BASED ON I 1 10'-0" I : \ J S6 ■ LOCATION -- -» Z INDICATES FILLED CELL w/ 3000 i PSI CONC. GROUT FROM FT. TO ( BEAM W/ (1) #5 REBAR VERT i 00 r • . • .... • • ABOVE SLAB TYP @ALL PLACES ` ` ` • I \ II SHOWN HOOKED FTG. DOWELS 5" I 19b" I 5'-4 � EMBED W/ 25" EXT. ABOVE SLAB r f "GRADE 40 STEEL" TYP @ 2 STORY 'coy -�', C J �a \ \ ` ` \ t L � C J I ; I ����� l' 2'-6" x 2•-6" x 1'-0 G ��� I W/(3)#5'SE.W. o STUB UP TO ' I 2ND FLOOD1.-9" �-0" ■ ; I I I FOR A/C : '. '.'.:::::: :::::::..:. — --q ;I I (2) #5'S TOP OF CONC./ PAVER TO BE 4" ■ ; ( S 0'-0" L = S3 BELOW FIN. FLR. I J 2'-6" x 2'-6" x 1'-0" I I PROVIDE Y2" x 9" = T J TYP@2STORY S6 I RECESS FOR FRT. DOOR --------- — ------ J ■ ,.SLOPE W/ (3) #5'S E.W. _ r �31/2" I / BUILDER TO PROVIDE CC (2) #5 REBAR 3-1/2" MIN 3000 PSI CONC. I-� APPLIANCE PROTECTION S3 VERTICALS wl in I FILLED CELL ' N (2) #5'S N I .. SLAB FOR HERNANDO I ( WHEN REQUIRED PER FBC PROVIDE 1 Y2 2 STORY q I I RECESS FOR I COUNTY ONLY &D in L SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I S3 I MASON'S SLOPE SLAB OVER 6 MIL I L_ VAPOR I I FOR WIDTH VISQUEEBARRIER — — I I I I ■� I I I STEPS AS : I CHASE I REQUIRED PER TO I 'FIELD C•;> ro CONgTIONS KITCHEN IS : I LOW WALLS ND I ISLAND I I � ' I I SLOPE -31/2" - - - - - - -- I _-- I- 9Y _ - I I CJ I �° N " I 111 I + CJ I 4 -11 10'-6" ■ I �__J� i 4" ' 're'°� "I °° I I " I I _ b Mr. ,55 L-----------� I J ML�JN� S3 I ( C I • o CC I (2) #5 REBAR S3 VERTICALS w/ in I i : I io FILLED CELL 12 STORY i14 fV 6'-4" 6'-0" J S6 TYP @ 2 STORY 1-134 " 4'-0' 4'-4" 5'-0" FOUNDATION PLAN. 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 r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU LLI co a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .; • ;;; "—#5 CONTINUOUS j ; .: • •_ REINF. SEE FND. FOR QUANTITY •' ' #5 X 25" X 25" CORNER ' �•' ' ' �•" ' �• •' •' •' BAR ONE FOR EA. ' ' ' ► HORIZ. REBAR, TYP. • '•• U.N.O. • •, •, - •• ., • • '"Alternate: The reinf. bars shall be _ • •. • •• •. • •• •, • • • •• •, • �• Cont. around corner by cold V.bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" Z � Z Z Q a Cn C9 QJ a� 4--J w � p •V — Ow Uj CS � � o E D•� " I N N h N NN �i z Z WN z U) inLLo uS w LU _ -&� a W d isN N; mS ��' JT W o ,a �c�',��E,,, °wN FD G.com +� �. fir\ S E ' O ' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiel 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W �a I — a O Z z y� Lu N r Q �A•i C)G oC Z _Q O (U '� %ft./ + O LL W V = J p ZRO F- O ^ L. %7 0 G N Ln � o Z J Ln LLJ � r-I LL Z ZS z � Vi I� Z t coZ O 1 0o g 111 = w rn ,-•I a V) o SCALE : AS NOTED DATE: 7/31 /2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 6.0 J11 CJ11 UPLIFT CONNECTION CROSS-REFERENCE 7/31/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 112" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -1 Od x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 112" 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 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 518" ANCH. 118 10dxl-lQ HTT4 2715 518" ANCH. 120 10dxl-1/2 J HTT5 4350 3740 518" ANCR 1 26 10dxl-1/2" HTT5 3225 5/8-ANCH./ 8)10dx1-1t2 K H 5/8"DIA. BOLTS TDX2-TZ 2345 - 12 - 5/8" DIA. BOLTS L 518" ANCH. 3/4" STUD BOLTS TDX6 5320 - 12 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8"ANCH. 3/4" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** - 8-10d P 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 31/2" HUS28 2570/4345 - 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1 1000 860 114 -10d x 1 1/2" MTW16 1195 1 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X. HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SPi 585 535 10-10d SPT22 685 8- 10d SP2 1065 605 12 -10d SPT24 1030 12 -10d 645 555 12-1 Od 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 3112 & LOWER. LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (- -) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH 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 FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �OR2 q RSTICK LEDGER (A) 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 C 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END OILSEE PLAN \JFTRUSS BRG. ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. A SEE PLAN TO BLOCKING LINTEL SEE PLAN `-STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" MAIN FRAMING PLAN SCALE: Y4'=1'-0" C9 � Z o Z COo Z Q a U) z Ln C9 - 41 w •V — OL" = �v)ru U o W ~ mo N M ICn M =9� U 7S *9 odo t"00 <C rn LO i PC! B D s r� N �D .w v N 11 W Z LU U) LU " w LU LLZ 44 W a'�!►i¢ m� A tOii� O .`y5,�q. f ti V C r� O - U a, F L 0 "WilmIIit!"���ee� 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 N NAR 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com w� za f>Z� z u�QLO,0 FZ" {. O n �J {Z a 0u�a uj I.L. I. r qg S Z C V- �3 '0 O Z o U o J VO N Lr) �$�I tltLr a �00 W Y OC � ao�o Z Z ,-i 2 !j J Ln T-11 w Q LLJ Z �a z1uu U az co W O M� W 4� J W = z LU S T-4 0- U0 s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO" 5ol SHEET NO. 7.0 T. ro LO F- in CV 41) to O 11 GO .W, E i 00 1OCKING UPLIFT CONNECTION CROSS-REFERENCE 7/31/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 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 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-1Od X 1 1/2% 8-10d H HTT4 3610 3105 518" ANCH. 118 10dx1-112 HTT4 2715 5/8" ANCH. 120 10dx1.1/2 J HTT5 4350 3740 518" ANCH. 126 10dxl-112" HTT5 3225 5/8" ANCH. 128)10dxl-1/2 K HD3 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7 * 664 0 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS96 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" O HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1 1000 860 14 - 10d x 1 1/2" 1 MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 1 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 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 1 555 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 RECI'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) c+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR �y ROE CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4'=1'-0" U � Z � Z � z Q a U w .0 O w m W Eno N M 12) M C`o 'reo = 9? U r7S O O N c"00 � Q � ns o IN N �O � � N z z LU 0;LP LU V -S Z � - Z5 L� LZ Q CM A W����� yFDSENG.CCl O ❑ rlc E'. . ' W F1. 0 •4 O F E S S 1 ON 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 z Q Za f a Z Q ozL) O U U V J ` �z z �S!�W 0 v z W �p V)�LL N 0® �� Z8 L ^� C CQz z le.l. cr— 1 LL 14 0 = O U J � o o 9� oLjL -N g Ln N �� Wit WI Z .--I $ �j �� J rl LU Lli ��u Z Zg Z tuJjpS LU 2 G, �f r-11O ,-i a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 7.1 �L.kL11A1L=LJJ1 L_.LL,,Ld[ 'llJuiQ"iA 51w .ii:,il ,,L_+.'.A_ __ s ►rI b m r- N > c v :s 4 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load -` GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-0B/1T 8RF6-08/1Tul-, ' AO © © O O OO •,• O O 1 O O 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T • -�•- © © © © O O Ff.8F20-0B/1 T 8 F44 1 B/ 1 T 8F40 1 B/ 1 T 8RF40OB/1T 8F321B/1T FORM dr GROUT SOLID o W O 1. #5 BAR CONT. 8F12-1 B/1 T 0 "V" LINTEL DETAIL SCALE = N.T.S. € Cm F F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8 F 16- B/ 1 T g tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT t p casf'intels = 3500 psi. 2. f c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl 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.(1)RETTOP ALTERNATE POWERS MIN. (1) REQ'D ° d CLEAR STEEL LINTEL d O d ° .M.U. #5 REBAR AT TOP 44 d MIN. (1) REaD ° 4 1-1/2" CLEAR a „ a d ° GROUT D < T f\ -J r Q u to rn ¢ ° 4 C.M.U. d -45 REBAR AT = - to L j a BOTTOM OF Z w LINTEL CAVITY U /n, `L -BOTTOM o ci O `_ REINFORCING PROVIDED IN LINTEL a t7 Z- o w ,r, ¢ Cf 3 § Lu R D D <1 Q° REBAR AT B( AS INDICATED 7-5/8 ACTUAL 'NOMINAL WIDTH (VARIES) W ¢ s 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) ;2 1 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD c� a ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8)Y4" TITENS 0O OR 0 (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) E Fo STRAPS EACH SIDE) 0 2x8 #2 SYP P.T. BASE PLATE o W/ Y2" EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/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 UCTURAL SHEATHING ACHED PER NAILING IEDULE E PLAN VALL NOCKOUT COURSE 1) #5 CONT. PLAN FOR FILLED CELL CI NG 3-1 �� WALL SPLICE DETAIL Q f SCALE: 1" = 1'-0" h 5'-10" LL O 5'-8" LL O Y 1 .r f. 5'-8" LL O 17'-4" LL MIN. E 5'-8" LL O LINTEL PLAN SCALE: Y4"=1'-0" U V Z o Z Z Q d Z N U Cl 4-J w U - Ow VL'I, _ Ru E U w ~ m N c•) l0 M U C N O `s o ro �. tm N D Q� O VG N 00 Lu Z z° fi LY N� m L✓V ¢rnrn- .w O O o � 'o W W 44 totii1 LLV W.FD9EN C014. f'tJSE ••V0 P ; U 44 a FL •/1117� ROFESSIO�r` 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 - Resklents] 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 W Z Q a a MO o� U Z u o�EN Uu,i ice® �\ g ll�z� W a Q� a Z o J - W = . .R 0 I LU 196 60N Ln LU :Z$Jars szmn N agz W ce. a � Z W Ln .. a 0lz E i3 W X U M Z Z tj8 �v Z coV O 0o Z 5 = f On T-4 0- cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 8.0 n a m LO LO N x H J 00 00 E 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 T CA-C. MANY OF THE NEW TREATED W CREATED TO REPLACE R C USE. SEVERAL NEW PRESSURE 00D ALTERNATIVES HAVE BEEN CREA CONSUMER 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, ACO-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOWERED 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, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOC K : 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Y" GROUT FILLED MASONRY: 4" 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 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525.87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162'. 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 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. Inigabordsprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If reinf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - norete okerpo and mortar along the foundation perimeter must be removed be ore extenor so, treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewal Is. 11. FBC-R R318,1.6 - An ext@dor vertical chemical barrier must be installed after construction Is complete, including landscaping and Imgation. Any soli disturbed after the vertical bamer 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL BEFORE DRAWINGS G 0 E 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 8". 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. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. U Z o Z Q a N U Cl w �V - OW , �N U W _ ® 8 M m04 pN M C -O p: M M N U ` �s`� Q Lo A ' BD D. N C B D C N N N Z Fi z co IIL "; ZV�' Od �C C, LLLul ��� NN o�i `\1�VW.1rPS ••* c. Q�- U �0 F-L0 p tr . OFES510 ��ltttttllllt �� 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 - Residentisl 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com rA W an a a �zOO 0 U J U) s- ED �1 <Z L U V O `' T J UZo = J Q ` �• L1) U n �u 116 Y�o6� Ln N U) gazr a Z J r1 o tt 1p ri* L1J � c� a [f Z Zg tu gtD Z = SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. SN lY c x c� g I Hi m Lo N CORNER OF HOME GARAGE SIDE x g J I a w a J 10'-0" TANK -LESS W/H H C G O O O 5'-0" Q - STUB -OUT FOR O � o c� 0 GAS METER J U N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2' X 4" @ 16" O.C. T-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. F-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. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING C� ROOF DIAPHRAGM NAILING SCHEDULE RIDAF I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + 6-0" + 6'-0" + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ +++ ++++++++ + 01 — 15/32" CDX PLYWOOD OR 7/16" OSB `RIDGE LINE 140 MPH (uft) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (uft) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1 /2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3A" wood panel 1-1/8" or two 1/2" 602.0 ,mod panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap FILL CELL STD. 90' HOOK BOND BEAM 11 w < CONT. #5 CONT. #5 STD. 90" BAR BAR HOOK #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8"min. Small 2" min. 2" max ) gap • � 4 max. /71 0 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 19nnIh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff 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 11/16" code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. t T nail each side at bearing. Squash block / (2x4 minimum) —I 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 Q�'/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-1 - 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 BCI 60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8"U THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Z� Joist P�t When joists meet over wall, provide 1-1 3/4" minimum bearing for each. I -Joist can be offset Use 1063" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — bt cu I ANYWfitKt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 8 1'-0" 1'-1" 1'-2" V-2" V-3" 1'-3" 1'-7" 1'41" 74" 2'-9" 3'-2" 3'-7" Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-9" 2' 4" 2'-11" 3'-7" 4'-2" 4'-9" 5'4" Span (ft) 16 V-0" 1'-1" l'-2" V-2" 1'-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'4" 7'-2" 20 V-0" 1'1" 1'-2" V-2" 2'-W 3'-0" 4'-0" 4'40" 5'-11" 6'-11" 7'-11" 8'-11" 24 1'-0" 1'-l" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" T 2" 8'-4" 9'•6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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 N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I I I — Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ' .. SEE PLAN FOR is . FOUNDATION INFO ' 4 4 STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. /4"-2" gap k1Backer 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 7. requirements 0.6 X Joist o depth I —JOISTS BUCKETS N.T.S. GRADE .v REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. In PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PLUMBING LINE PENETRATION C d 'v a ai V .d : •d Z \ • < • � e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE �v 4. as G G d d v °• v a c • •o SEE FND. PLN. SIZE & REINF. U � z_o z Z Q a U) z V) U' w � (DM N M .O w `v U w181 M m o d ® = cc 0Lo 5 M N 0 '� rR a• Q G ED. N O U) Z_ WNZ z LL r` W Fc. W _ w . � o. - Zpuzi Ii zi ��M E T Z y MET d Q o W�o��\tit1���'�///�� o O RR W \R'WW.F�ENGM 5/ SE Q �• C3 �, ` • co' �\ FL E s s t ON 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 Bth 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 tv z¢ a$0 �z: V"-I w Co �N V LIJ z � a. Oz z O -a _ CC :1£ U1 0 _J L 57�� 51 ,'F• • n z �� < W Y z z J Ln Z Z ¢Fy LL� H a�8 M W a ca O 00 Z � 2 �f rn Q. to s SCALE : AS NOTED DATE : 7/31 /2018 TECH: IMJAMES VERSION NO. 5 . SHEET N0. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGH-� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL it I 1x2 PT WD FURRING @ 24" O.C.--1 n I "r (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE 1 OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 - ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA ' N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH IN FILL 0 1/2" GYPSUM WALLBOARD -- CIELLS (SEE U.N.O. FOUNDATION PLAN CD S FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR a^'o MUNICIPALITY. CURB DUE TO SLOPE T3 CONCRETE SLAB W/ 6X6 a NOTE:EXTEND m W1AXW1.4 WWF OR DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE N C (V •� °P Z ; I d ch s I 6 MIL VAPOR o - Z CD BARRIER - • T • • 'll -•n (COMPACTED TO 95% - MODIFIED PROCTOR � ASTM D1557) z #5 REBAR CONT. 3" MIN. CLR. (2) ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) = TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" 53 H rb 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) Islam (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,c� @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 8„ TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 FOR ADDITIONAL SLAB INFORMATION. ,Vr �r Ara �r �r 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 "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ All 8"x8"x16" 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. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'4". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALILHGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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""x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE Cl) ELEV. 0'-0"OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH a ° ° ° ° ° ° ° a ELEV. 4-3 1/2 ° ° ° °a ° ° ° A.F.F. O �' ° a a :]) 2x4 CONT. g ° ° ao > ° ( )- , ° . ° - 1/2"(min.)- 4" ° a LL ° i 1/2"(min.)- 4„ GARAGE DEPTH VARIES ° °, 31/2"(min. -4" I 31/2"(min.) -4" - _ I I _ _ I I- (2) #5 CONT. 4" ' 11411 8" (2) #5 CONT. 4- U.N.O. MIN. U.N.O. I . GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrcC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR v G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS N .- 2x P.T. PLATE TYP. ASSUMED FINISHED 'fit GRADE MONO OR STEMWALL ° FOOTING MONO SHOWN p p o FOR CLARITY ° ;> D P ° I _ _ _ -III -III -III -I i -I I -I I I-1 I I -I 11=1 I I= z NOTE: p g I I I I I I I I I I I i I I I 1 1 I I I I I I I I l I I I- N *FOR BEARING WALL W/ UPLIFT ONLY-III=_III_=ITI=TT�� I I I=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1-1 11=1-1 11=1 -i I I-1 I I-III=1 I I=1 I I -III -I 11=1 11=1 11=1 11=1 11=1 "-III-III-111 11=1 11=1 11=1 11=1 11=1 11-'' FRAME WALL III���llll�lllll�111111,111,;,,III-111-III=I�1 TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"= 1`41- INFORMATION. 1=II�11�11'�11- �71�ll�ll�li�ll�i1=I1= I �l���i�fati�ti��ti�i�iui�i��c�ui�lt�i� • • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 o OPT: DEPRESS SLAB 5Y2" - DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND o = PAVERS /DRIVEWAY EXPANSION JOINT `o J CONCRETE SLAB 14 PAVERS O.H.D. RECESS z 13' O.H.D. RECESS ca 4. J ' ' : • 4" 00 T 50 411 _ T SEE A/S3 OR J/S6 r r r SEE A/S3 OR J/S6 - t l 0o FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STC RY) 1' " (2 STOR) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS ri W SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 g ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/2" 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. PCS'�`�OS�GJP� SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M�N�4Ao 5 �c INSULATION PER FBC AND ENERGY (1) ROW 2x BLOCKING @MID HGT. FORM SUBMITTED WITH PERMIT NOTE: FOR WALL HGT. <_ 8'-6". (2) (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING 3rd PTS 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6'. LAYERS LAYERS WI TOTAL THICKNESS 7/8" OVER 1/2 GYP. WB (MIN.) @GARAGE 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE, PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# ) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHO:FR BOLTS 6" MAXOM 6 x 6 W1.4 x W1.4E FIBERMESH WEEP SCREED INSTALLED BAR END OF 2"x PE WWF OR FIBERMESH c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° ' o N z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 0 =1 ° n - .p co A n • FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g T _ Ix to 6 MIL VAPOR BARRIER I p a ° I I R 1 7/8" n - I 1 ° I #5 REINFORCING BAR ° I T #5 LAP SPLICE (2) #5 CONT. - I COMP. SOIL. (COMPACTED TO -_ • P ° • Ixx(TYP.) ON 3" CHAIRS 8„ 1,-4„ $" 36" MINLAP [36"MINLAP] . . 95% MD1557) DIFIED PROCTOR ASTM ' = I r, r 10" I I hsr I I - I 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK#6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'4' S3 SLAB INFORMATION. P.T. 2x 112" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA& INTERIOR ° ° -31 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 °Q Si --- C-4 11= M 6 MIL VAPOR BARRIER SEE PLAN 1 1/2" RECESS FOR _U VA 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH �t 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO; ° & LAYOUT DESIGN TOP OF BEAM • SEE ROOF PLAN A c ° d (2) HTS20 FOR STRUCTURAL : = - BEAM SIZE & �r N � d CONNECTION INFO r) ° 8 I 1 ,-2x4 P.T, I 2x4 #2 SYP P.T. FRAMING w/ ' PLATE SEE A/S3/J/S6 ins" o.s.B. z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q � w 6x6 P.T. #2 SYP SLAB INFORMATION o W ABU66 SLAB STEP & RECESS a S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD E INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r, CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z RA a ° � ) E 6 -�, FILLED SOLID (SEE PLAN FOR -_ __ _ _ ° a __j` 6 x 6 W1.4 x W1.4 cv SIZE AND REINFORCEMENT) C7 ;III=III ° ° • =III=1 I =III=1' WWF OR FIBERMESH M PAVERS BRICK or SLAB PER p a W w 0 0 = II 1 111 11111I I1 1I I1 z II I '0- =• • °• - - - z z <a ° COMMUNITY SPECS L` to ° - - - " M 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" tUj --■�...--- FOOTING BEYOND ..D •-• (SEE SCHEDULE) JOOOQ� � r �OOOJOQo��J3" MIN. CLEARANCE ION FOOTING WIDTH SEE SCHEDULE TAPERED CO .. U Lo z_o z�z Q alow Is z V) 0 0 4-J L.0 Lh�io0LU U Cr-1 LU N P1 or-, cc 2 _ U O oo " 00 c o T 00 r; N ao U.,� v d N. �."•D.0 N_p N 0 Z W Z z us Nv. W Z = . �, O U) o,� Z- §F N a LL •: ;WW.FDS .COM.. NSE lr/llt111litl° 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 2001 Tampa, FL 33607 www.LennarTampa.com W� za Cl) J �¢B.0 oc � W W L J 33� Q O 9 � O 3 Z �- z 06 Z O a U. = J Lr) ¢� Z 00 "S o J A 0 0 v ,, a Lii LL zZ� Z W •^-II Ln LJJ 0 ti a Z j rl w $WU ~o '�• Z Z � 8 �• � Z Z 0 O oo Lu r� ♦1 � tj SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN I1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 12x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 926 APPLY 3 LAYERS W/ TOTAL 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ LATH.KNESS FIR T 2/8" OVER LA LAYERS 3/8" ETAL THICK POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE - EACH. 3RD LAYER 1/8" THICK. TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK CRICKET AS REQUIRED PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL NAISIMLS SON SP2 w/ (12)10d FACE OF BLOCK WALL IS 2114" NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 GL4DOOR OPENING DOOR OPENING DOOR OPENING -Ct 1/2" EXTERIOR GRADE SHEATHING @EACH ENDBLOCKING / 2-16d TOE NAILS TO DRAIN FASTENED TO TRUSSES WITH 8d 2x BLOCKING @EACH END WI 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 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 "00000(3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING o FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d o NAILS AT EACH STUD 0 $ 2x P.T. PLATE ;t 5/8" x 10" "J" BOLT @ 24" O/C MAX ;z W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 3 1 #5 VERT. IN CONC. FILLED CELL W/ m STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 12 (TYP.) SEE ELEV. COMMON WIRE NAILS @ 4" O/C EXTERIOR J BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) 7 v WALL CLEAN -OUT WALL El ❑ O/C FIELD Z A 2x TOP PLATE SCALE: N.T.S. S4 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" = _ = CHORD OR BLOCKING 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. UPLIFT CONNECTOR (SEE SCHEDULE) REINF. INFO. ° S4, AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW JAM VE"DIA. ALT. KNEEWALL ABOVE MASONRY WALL DETAILKEN�BEARING WOOD FRAME WALL j x 5l8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W! (1) #5 FOR CONCRETE PLACEMENT FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 SCALE: N.T.S. S4 8"- GREATER THAN V-0"WIDE (U.N.O. ON OPENING SEE FDN. PLAN FOR LOCATION Mill ��lII lid Milli HOM TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. _ ° WALL PIPE OR DUCT w! PENETRATION THRU TOP PLATE w/MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR a ° ° ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) a DOOR STOP PSPN516Z w/ (12)16d NAILS 71" — ° ° ° ° MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 °e ° • HTT4 wl (18)10d NAILS (3610# SPF) 2 x 6 P.T. GARAGE • SPLICE NAILS TOTAL) EA. SIDE OF ° e • HTT5 w/ (26)10d NAILS (4670# SPF) 58" — 48° SPLICE STAGGERED ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) DOOR • tijj • N. °o • ° ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) 41" J-BOLT � NJ _ . HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) TRACK • HDU8-SDS2.5 w/ (20)1/4" x 2 l/2" SDS (5665# SPF) 34" BRACKET G' OAST 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) _ �NC�c • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" p EMBEDMENT w/ WASHER & NUT ATTACH ALL 0 • FOR DTT2Z USE 112" DIA. x 12" EPDXIED 10" 6 3/4 " — DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS W/ Jb 6d TOENAILS TO I P PLATE A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 31/2" _ — • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC MIN. 8"EMBEDMENT w/ WASHER &NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION MIN. 8" EMBEDMENT wl WASHER &NUT --- PORT 7-7- @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED TOP PLATE SPLICE DETAIL rM HTT / HDU TENSION TIE N BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS 14 OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. IF= 2240 LBS 4 OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON rc UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S C> I 0 N i E MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL E K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE 13 GARAGE FLOOR SLAB Ef TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD •9 1 FOR DRAINAGE a 0 o SEE PLAN FOR FOOTING DIMENSIONS I GARAGE ENTRY FINISHED MASONRY DETAIL . FILLED LINTEL ASSEMBLY Z G 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 V- 4' (1) (2) 1) (2) (1)LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 gP2 SIMPSON SP4 ROOF TRUSS ABOVE :J'-,:�i�t-2XTOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. 8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" TOE NAILS MIN. (2) PER BOTTOM PLATE 2XPT TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING EA. BLOCKING WIDTH OF OPENING VARIES 4° FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION SEE SECTION AA/S1 PLATE AND BB/S1 FOR - Fc 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY 1/2"X91/2"PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL WITHOUT UPLIFT Sp1 K.O. BLOCK W!(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON,MAX J-BOLTS @ 24" O.C. #5 CONT. & r T / REQUIRED CONNECTION RECESS SP4 SP4 FILLED SFF ��� LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED ° ° MASONRY WALL 2x4 NOM. RECEIVE GARAGE DOOR AND TO ALLOW ( ) FOR WATER SHED. 2x CRIPPLES @ @ 12" O/C FOR 2"x10" OR HEADER p „ ° 2X8 P.T. BOTTOM P TE C GREATER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d p B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SIMPSON C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 SP2 SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10a NAILS @ 4" "O.C. MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A 1od NAILS STAGGERED GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8° ONLY (1) 2x SILL PLATE W/ (2) TRANSOM FRAMING o o 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS BEYOND. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES CRIPPLE STUD (2) 2x SILL PLATE wl SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" 0/C FIELD Is CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL GARAGE FLOOR TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6)10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE o PLYWOOD 00 OR SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING Op�c N�NQ U.N.O. SEE N/S4 ** HOLD DOWN RECESS SIMPSON SP4 • SIMPSON SP2 w/ (12) 10d NAILS SIMPSON SP1 w/ (10)10d NAILS MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL �" CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. NOT REQUIRED @ PLATE) SCALE: N.T.S. W I 8 • P.T. BOT. PLATE BEARING WALLS NOTED ° ° a ALTERNATE: POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E WITHOUT UPLIFT °° ° 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ FRAMING DETAILS ABOVE ENTRY rR PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) U z� z z a J d v, z V) (9 (1) cn a--J t.0 � o •O w V) � U W � w ~ M m N Np� M C clj 0 1 U M1�10 Q s `L o 1° �Qo Al B D. "_T// ._NJI11 N A N Z )P1Tz ri Z Lu Z O g rD in Q'I N>f M ea'� o W ``=Www.E Gc®rr. �� •"• S E "•. N F W :;, ,•• r- L O 4 •''• .....•••'• �a F \ tSS�O e\ ". aW i i 111161't�����\ To the best of the Engineers Imowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com u z a �z o Lu Q U 43 .a U = J J n � � � O C PLLJ ^` L / Z � Z ^� Nor Z J .--I Ln LU �j z w Z 2: Z g g U 0° 00 Z g = q f r-1 a u) o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. S4 ��.,�».. .. L' ' ..„eJ i. .re I � .. I ,j, .;..;, stag - - — --_ - - -- - dA- - 1 r i.:L:� - _ �1La'l1Lla SIMPSON HGAM11 wl (4)1/4"xl 1/2" SDS SCREWS" TO BLOCKING & 1 /4 x2 3/4 TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 wl 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES I () ( ) SHEATHING DETAIL OUTLOOKER7\ OUTLOOKER SP6 FOR 2x6 WALL E " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL 4.7-4 FOR SHEATHING DETAIL BLOCKING FOR • FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 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" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX 8" FROM OUTLOOKER EDGES OF _ OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT „ „ L BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'4" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 SHEATHING ATTACHED 10d NAILS 6" O.C. Itt INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3116"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 wl (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE US SP8 FOR 2x8 WALL) LOUBLE SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4"MX. (OPTIONAL - SEE BLOCKING FOR FO.C. ELEVATIONS) FIRST FOUR ROWS TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8° 2"x4" CROSS BRACE 24" MAX EDGES OF 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 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS x ON TOP OF PANEL O.C. FOR THE FIRST (4) M i I I BLOCKING, FASTEN WITH ROWS OF TRUSSES FROM 2x4 "r ON TOP OF PANEL SIMPSON HGA10KT w/ (4)1/4"x1 1/2" 10dx3" @ 4" 0/C EA. END TYP. TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & "x3" SIMPSON SP2 w/ 12 1 Od 2x4 LEDGER (MATCH BOTTOM 16d TOENAILS SDS SCREWS TO PLATES ATT 36" O.C. NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) 10d x 1 12" AT EA. REFER TO DETAIL J r SEE STRUCTURAL OUTLOOKER ON SHEET S5 FOR ON SHEET AND TOP NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION tO °° SHEATHING DETAIL -ill 2 2"x4" CROSS BRACE WOOD TRUSSES 80 go APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING ID EACH JOINT W/ (2) • AT 24" O.C. ON TOP OF 1 1 1 1 2" " 10d & (2)10d TOE • BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT a „ " 11 @ 48" O/C FOR THE (2)16d NAILS (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W! (2) ROWS OF FIRST (4) ROWS OF 2x4 BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. • @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C w/(2)16d END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) DQ 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 2x4 OUTLOOKER 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d @ 24" O/C WOOD TRUSSES TOE NAILS AT EACH END @ TOP CORD 24" O/C (TYP) BLOCKING FOR FIRST FOUR ROWS x X OF TRUSSES @ :X "MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS z 11/2" CDX PLYWOOD OR 7/16" a OSB SHEATHING ATTACHED BRACING w/ (3)10d x 3" AT = W/ 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAMI0KTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"x1 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU MASONRY WALL It OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 09 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN.K—D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION rg SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. 0 N n L 45° I MINIMUM 2x m CROSS BRACING (SEE PLAN FOR N LOCATIONS) (2)16d PER JOINT 2 CIO O CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 oo CROSS BRACING DETAIL J t N SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C 2"x' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. c 1 GABLE TRUSS o ac "L" BRACE W/ 10d @ 4" O.C. Q (SEE SCHEDULE FOR SIZE 0o 12 AND LOCATION) i 6.9 MAX. E S5 Jq N Lz 0 6 � S5 It it ?2 ' r-- 1 II II It II It u n n u n n n CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 SCALE: N.T.S. 15 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP - MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL (SM: SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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 --/ SINGLE "L" BRACING DETAIL/"_6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) KE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 111 BRACE 74" (U.N.O.) "L" BRACE 24" 010" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) I— i—GABLE TRUSS VVI�1. VLI'9l111�V 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 11'-0" MAX. yGo 0 C7 a 9c� CORNERJACK Y a W Z x O 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 SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL �a Zit LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 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 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 ova 7` M z z 10 a a z 4--J w o •O w F �N U L31 m � w � U c t"GO cR M Q LO�o MD. N_ �D � ��pp � IA N $ q Om ; 00 Z z�.re.;. al L r` . 15t W "' a �LU ZV���a OLL� m � Z H grn d 1111 �t v ❑. %0 < - --J C14 E S S 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com U z< V z U 0 z �W o O r L ; � � !�^/� vJ g �z OC Q Z O sar Uj 0 0 L / M � NI Ln Q Hom N L�-� a Z J r-1 rlI Ll.I iU � Z S Q Z z Z U)S m � 00 g W z �W ° o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO, 5ol SHEET NO. S5 EIx _ _ J (1) LAYER TYPE 11(#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C 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 ix2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL rn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS o i W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W! (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d uJ LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 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 ('13 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" :IUA GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT zi EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. wa. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE �-•f r t' FINISH GRADE ;0 • • 6x6 W1.4xW1.4 _ _ ' ', d • •_ • . • Q z WWF OR FIBERMESH _ (3) # 5 REBAR ON 3" CHAIR ,�STD. 90'HOOK (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP W/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od 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. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSSNOIST m 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 rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-O" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2ID2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 0 2x STUDS @ 1 2"x BOT. PLATI (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS11 FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 V-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR -1/2"GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 8' 1'-8 8" CHAT CLEARANCE N 3" INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. (2)- 2x TOP PLATE r BEYOND I 107 OSB —� EXPOSURE SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET' G FLOOR SYST 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM AA1A1 t e-1 r%iATrnAr nrAnnAAA 15/32" OSB EXPOSURE F SHEATHING w x SOLID 2x C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X w aU C x ¢ W x E t- 2x STUDS w BEYOND. SEE PLAN o 4 FT. 0 4 FT. O O 2 O 2 5 FTJ 4 FT. O O O 5 FT 4 FT. O2 O3 1Q 1 0� 1 4 FT. O O 4 FT. 0 4 FT. ROOF NAILING ZONE DIAGRAM S�t,4 %l, N 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.) F.rjF\ ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o w ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 0 z (NOTE: IF 5B" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO X SHANK NAILS) NOTE: = rn ROOF SHEATHING: (APA RATED EXPOSURE 1)112" PLYWOOD O (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 w 0 O 8 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO z y LL — STUD AND OR BLOCKING AT ALL EDGES. Nw00 LL LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8' 30 "S" = NAIL 3/8" SPACING G �4"4i4 1/2" 'IY- 'IK ,rr' /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 @D 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"X 2112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 A2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED C WALL SHEATHING INSTALL. Fprw� S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN 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)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED-` CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. —\ = SLAB W/6x6W1AxW1.4L, WWF OR FIBERMESH M 711 I -I 11-i I I_I I -1 1-I 11-I 1 1 I ..:. `A. _.....' (3) # 5 REBAR ON 3" CHAIRt) 4" I 11 1 1'� W/3" MIN. CLEARANCE ALTERNATE FOOTING 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 4'4 (2) 3 (2) 1 (2) (1) LSTA30 V-16' 1 (3) 3 (2) 1 (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 60 FINISH GRADE _I 4 z 'P r2 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 0 0 Z c z Q d U, Z (/) 0 0 Gj N 4—J Lu Q •V w 0Lo � C)mn W ® �_ C ' M M 43 M 2 0 00 B D. d = J{ env o OO�f {�z ti zo 44 .41 � � a 'a a' ii zz a CkLU ,; • • w Z 5 gnA Z e� WL U) W a NaM A 0 �- ��\11ttt1Ptfl�tjrye�� w — U Ca�0� 'C P� 4 '• 5 1r fi E S S 1 /�Ilitittl 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 shictural engineering portions of the drawing pages bearing Engineers signature and seal. LE N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com a' p za �zO0 Ili �2 V W z JZ 2: O N%-0 w ID $ V = J z au_ 0_ L 1 Q Z J N� Ln a Z Z8 d•" �O Z Z tj I➢0 rn 0o :5= a LU rn SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. S6 J 00 t_ Q 00 �I 0 a J ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D i-2x8 BLOCKING FOR STRAP �1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO t STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON I `t2x8 SYP DRYWALL STOP MUST IL/ NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE F1 CONTACT WITH LANDING 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL. DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL '--2x6 SYP B-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 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) CTION VIEW "A" SCALE: 1" = 1'-0" 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR IN WALL 2x6 SYP SECTION VIEW "B" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER X.- 2x4 SYP BLOCKING FOR STRAP /2x4 PT NOTCHED INTO STRINGER (14) 1ON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (4) 10d x 1 1/2" NAILS) AT STRINGER CONTACT POINTS \ CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" SCALE: 1" = 1'-0" PLYWOOD -2x SYP CUT TO FIT BEARS IN WALL _---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-X STRINGER CONTACT POINTS i� SCALE: 1" = 1'-0" L/\)42x8 SYP DRYWALL STOP MUST NO NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING E SECTION VIEW SCALE:" = 1'-0" v I NOTE: 2x8 DRYWALL STOP NOTSHOWN —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 1-2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION LAiACH ALL COMPONENTS STAIR TO CONC. W/ 4"XTAPCONS @ MAX. 32" O.C.—ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / SECTION VIEW "C" SCALE: 1" = V-0" TOP OF TREAD- �— f STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 4- 2x4 PT UNDER 2x12 \ CONN. TO BOTTOM NEWEL POST LET INTO OF NEWEL POST PER CONTRACTOR THE BLOCK PROVIDE BLOCKING c 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = V-0" F SECTION VIEW SCALE: J" =1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO UVALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" 0 Z z Z Q a c Cl � 4--Jw � o •� W Oth c U m a M U 12 .7C E U_ o Q rn -& o Lo Qv d E D. B'D ` /r N N ZMZ z J WQ y� a, w LAM Z UZ m LU _ Q Q ° O Q�z W U '�'• �i c Lp�;'' P FESSQ`y0%() To the best of the Engineers knowledge, inf rmawn and befief, 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 w za a a U op�s �11 d q J 8�ta� N a oc z H Q �_ _ w �Lu O J z RO �- o Ln � zii N LL 5: a 9 Z J T_1 Ln r-I 11 J Z Z z �Q< YS � Z � m 0 r 06 g W X �z o SCALE : AS NOTED DATE: 7/31 /2018 TECH: MJAM ES VERSION NO. 5 . SHEET NO. ST I 00 9 co 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO SHT. SDW2-K1 TO SHT. JAMB(RE 1 P.T. TO SHT. SDW2-K1 FOR HT. S DETAILS MAX 8" PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3/16"� X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING FURRING �� " TAPCONS 3/16 0 X 3-1/2 LONG (TMPEBAR ` ' AND NAILED W/ 8d COMMON °Q 6 O.C. EDGES AND 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED 2X8 STAGGERED @ 16" ` ' 12 O.C. FIELD 1X8 P.T. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2-ROWS INTO 1 DETAIL � PER MANUFACTURE MASONRY THROUGH �� MASONRY THROUGH �� 1-1 /2 DETAIL 3 DETAIL `STD. 90 HOOK (TYP.) " STD. 90" 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1 x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. 11 WEB 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALLL METAL SEAT PLATE NOTE: DOOR JAMB (REFER EACH END WI MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2A LAP SHEATHING TO TO SHT. SDW2-K1 2" EDGE DISMT. TO SHT. SDW2-K1 CONN. DETAIL BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 11 X 4 FURRING 2X8 P.T. WITH +2„NOTC @ FIRST COURSE - SIMPSON HGAM10KTA @ 12" O.C. LONG TAPCON 2X8 P.T. 2X8 ' w/ (4)1/4xl 1/2" SDS SCREWS Zx P.T. AS REQ'D STAGGERED @ 16" O.C. NOTCH WEB AT THE I ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL ±5" FIRST 2 COURSES ' TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER SCALE: N.T.S. FOUNDATION PLANLED FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3114" TAPCON (1 1/4"MIN. =1610 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 114" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT wl (4)1/4"x1 1/2"SDS 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7116" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTIONS. . �. �. . SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN y CONNECT W/ 8d NAILS BRACE/ BLKG. •' '� N.T.S. • 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR-, PROVIDE TAPCON WITHIN ..a< INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 117 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XOV FR TO TO TRUSS TOP CHORD tiAN ,_ „ ,_ „ 1 0 5 O MIN. 4" EMBEDMENT AT 16" O.C. + IFNOTH SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + ALfINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1l4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ► EMBEDMENT INTO PER NAILING SCHEDULE ALL TO SUPPORT ° , Q' .) �� /4" MAX 2 -0 8 " TRUSS + SOFFIT + ° #5 BAR ► ► ' '' • ► ► BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 1'0" ° ?. ► ° . ' ° CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► ° ► ° �► IN TOP 1 X 4 FURRING 8d NAILS EACH TRUSS ► .' ' KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK ° ° CHAIR BLOCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x CONNECTOR PROVIDE 2 x 8 DIAG. BRACE BTWN,, PROVIDE (2) MIN. CONT. W/ (3) MONO FOOTING -I •'. ' ► °• VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP 24" O.C. °Q ENTER SO IT CLEAN FILL .► °. 6 z TO BE INSTALLED DIRT BUILT UP PLWD. BUCK - -U'E PLAN" PRECAST LINTEL °. . STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ! 9d' HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL " � ' •. ' •. ' • 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16 O.C. MAX. OR IF MASONRY (MAX. 4 -0) • • • - • :. v N . :. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" . • INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �: �. . �. �... �. �... �. . �. �. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN AND SCALE: N.T.S. STEMWALL MONO TO STEMWALL FOOTING SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION. DO NOT ) 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 112" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING (T REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" � 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F•F• EPDXY MIN. 6" EMBEDMENT & ` " � Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3 MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n ► w A REINFORCING AS FOLLOWS: ► CL Q U) 1 LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT : ' v e p a.PLACE PRESS PANEL REINFORCING INTO PLACE. M #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE WI COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL �> � •° () , EXISTING FOOTING 2 #5x6 IN CONC. a SMOOTH. DO NO FURROW. ► e . N FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ° GRADE ► \ ` DRILL 3/4 x5 MIN. HOLE " " FURROW. MAINTAIN UNIFORM JOINT WIDTH. "MINLAP,: 6 >. p . e . SET BAR IN EPDXY . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE O REMAIN FREE OF MORTAR. NOTE: `' z \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° 2 #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING A GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. „, " "= RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. "_ �� SCALE: 3/4 -1-0 SCALE: 3/4-1-0 FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. z_o z�z aE3 N CD Qj cn LLj !� o .0 w C �Ln U wP1■ mo0 S . l0 M 0 � N ¢rn�Pt N N o � U) Z WN � LN y� W VQLL Z p; �j N LLM Z N ter' a Nab W c° c • d A\ fY �P \ 0 \ /�/�OFESSXOX l To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 W ZQ �qgn: ZVU zo ,119 fit=® cL N3 o .CU J W = cn . o J •. Lr) Q ^' Ln N LL � Z Wo < Z Z �W-C Z rjj $ 8 Cal � kO Z g = q f ri CL (n S SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. SS 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 (2) 12D NAILS AT 12" O.C. MAX HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B 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 CROSS BRACING DETAIL (TYP.) HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL s SCALE:NTS SCALE:NTS SCALE:NTS 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 TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAIL IL MNAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. (4) WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS—i COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE ^ DIRECTION TYP. —� d CD v v r- I ao 3 M n N Z d x l 00 r- E �LWOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLr7 SCALE:NTS CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB 7 PRE-ENG. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP -- CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12)10d NAILS ISEE PLAN #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON HUC410 w/ (14) 10d TOP &BOTTOM SPLIT TO TIE 16d INTO HEADER & (6) FOR CANT. BEAMS TOGETHER 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"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 OIL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP - PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS FSPFLATETOP BOTTOM CHORD 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. 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 s MIN. 2x4 #2 SYP P.T. PLATE �. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. • SECTION @ ENTRY 8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt SEE FLOOR PLAN FOR COLUMN SIZE & BASE L-7/16" OSB FLITCH PLATE CONNECTION INFO RECI'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REO'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO �X 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 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON °.. 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 j\_COMMON (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2--� SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d 7-PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. • • • 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. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 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. �""00 0•- 9W 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 C9 z� z�®z a V) (D ` -i W t'Q o •U — O W �M U Co N W 1 — ® o m M fh n M N U c� t 'L Go �6a ¢ CM U.)�v 0 W. s N O .Ni W z E z° 4nZ LL W Lu LUin z 0 ca ^-- LLy C."5 Z � {�pp � � N Y Q W a N¢�'` a 00 O 11h6H 00 aRIf 0 Wtv �`\`,���� �- ,: • NS E"'' ' 't (zz Cr ,, 42 SPA c� r +� 6 • 2 yFL ROFE S S10NA���\��� ��'�<�rl t► t t t t t t►''����� To the best of the Engineer's knowiedge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o za d 2: �z jgEm N U 11!j® r L �1 Z 0 g 1. o' Z U O �./ U) W 0 U) ._I Q�� 01, p o o wp o 5Ua a fV` Ln N <00 LuCe Z J ,-4 Ln .. Lii w ri Q Z'' I; g 8 M Z � 0° rn oo 5 = x r_q 0- SCALE: AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. D1 Tf. 14 W 3 ' (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE (USESP6 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. N EXT. SHEATHING NJ E MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH TOP BLOCKING INFO Q SEE PLAN FOR CONN. TO W! 2 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d :• BLOCKING NAILS T/B FLANGE � 0 1. APPLY SUB 3 2x #SPF ( ) (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. 2) 12d TOENAILS. 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 Ilk (1) 2x SILL PLATE W/ (2) 12d TOENAILS. •• SURFACE q 2x4 #2 BLOCKING O THAN 4 FEET BUT NOT LARGER V. 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 PING LATE SIMPSON LS302w2x 10d x 1 1/2 CLIP EACH SIDE (6) �� SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON 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 EA. 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 1Od NAILS (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 AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. 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 CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 N.T.S. N.T.S. SCALE: N.T.S. kNI)SCALE: SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TY2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. P OB SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN a.0 doo OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ 6 10d x 1 1/2" (USE SP6 FOR () 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 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. OD 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 o INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ CONNECTION 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 SEE STANDARD HEADER AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION L2xSS PF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR12d NAILS AT 6" E 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 ( ) SIMPSON SP4 w/ 6 10d x 1 1/2" USE PRE-ENGINEERED O () ( W! (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 2 () 2 x #2 1 1/2" (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 _ -- SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL 24" ) @ O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4 OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE 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" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B G INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE SEE PLAN E F Grp F F O 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) 1/4-1 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 TAPCONS PROVIDE BLOCKING OVER TOP PLATE /` SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS °N.° 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 j 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 STUDS BELOW BOTTOM TO 1/2" EADER AT TOP AND 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ R R 7 GIRDER R D E R (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. °•o ..'J. o ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION 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 FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL USE SP8 FOR 2x8 WALL 24" O.C. • ) @ PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. • TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ FXT 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN EXTERIOR HEADERS 1 2x SILL PLATE W/ 12d TOENAILS. • '� FN �TF �2,�� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 OR REQ'D JAMB () (2) OPENING LARGER THAN 4 ft (2) 2x 4 „ 8 M�� OA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) . END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ° ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). 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, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING P CENTERED TAPCONS W/ (2) NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK O.C. O.C. 3" @ 2x4 BEYOND 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 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. Ova z_o z� z n U z Q a--' w (D(z p 0 LU �N CLS U �C5 m w d9 Cn M U co AlN BID. N �D W Z W _j f� z a N U_ w ZOao� � �d Z UM m Q W Nao o �tlllit111H1%!//�'�' 0 z` f• N5 E• •'f •. 1 C) � N •� �•' F L •' R0F E S S 10X4 il'�ttt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Fbride 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 U Za b zy«a O U W 1° J S W U_ O� FLLF oC Z U W O _ U) of g 00 o F¢— WLn M � 4 N W Z� Q Z Lis dM'° z CIO t Z Q�Uj tj S W 0 00 a = o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. D2 ^' ^ "" WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER g J I 22 E 0 a 4� O M h EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -) DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r Il1V 1-111rV 1 Ll1V1111�4 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ___11 OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI1 UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) 0 SELF-ADHER ram, SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK .� Inn• 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 8 z 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 A, Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERIN MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORESCORE RELEASE P PERING, TO EXPOSE ADHESIVE AS SHOWN) ®RN SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING • DECK JOIST ' OUTSIDE CORNER FOUNDATION WEEP SCREED / • Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply With AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin 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 comer 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 60 Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE ils" 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 "9 z� Z z <C a (1)C9 4- w � o •0 w N c U W a a, co v) W W 'C NCq U Q0 U 0 ov O MD. N` =Jt N A ..�_ Z W osi V, ono f�' z° }y ` w iYi r tj uJ. 'O � W � �- IM Q Z 0 4 O ZC. LL Z LU o �o El El WWW.FDSENG.COM aD N o_ 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAll 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W Z < �a� uJ Cl) W f�6-. J I„ L J Z 0 po N3 .� U = � 1= 5 z �o I r4 Ln N LLJ < � Ln Zf Z J *� W <cn z� W � $� Q Z Cal oo Z g yrj i g � 0 rn ,--I a cn s SCALE : AS NOTED DATE: 7/31 /2018 TECH: MJAM ES VERSION NO 5ol SHEET NO. WP Ell G t r • March 20, 2018 Re: Wood Construction Connector Compliance for 2015International Codes & 2017 Florida Codes To Whom It May Concern:ca- Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Cote (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Eatab/fshing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method far Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 8) with a safety factor of 3 2. Average load at1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services ([CC -ES) revised AC13 Acceptance Criteria for Joist Hangers and Sirrlar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes, Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However; reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 [-Codes and 2017 Florida Codes continue to accept code reports shovAng compliance to the 2012 and 2014 editions, respectively, until July 201S. The information in this letter is valid until 8/30/2018 when d will be re-evaluated by Simpson Strong -Tie. Please visit www,stronoW.com for additional pertinent information. If you have questions or creed further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 8W.999.5089. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwBDW Engineer; Southeast U.S. Branch P$gs 1 of 1 Simpson Strong-Tte Company Inc. 2221 CountryLane McKinney, TX 750� Phone: 912.542.0329 Fax 972.542.4139 ~,stronatie.can N U) U 0_ O C0-0 -I-+ Cl) =! cu Cn 0 0 eL Q 0 C6 Q > (_n /��'' Q (n Q co cl o L O V �V O L� Q U 0 L A M W L_ W Z W Z Z Q J a SHEET PA 1.0 NO. A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2808 HD210.2 FL17232.3 ESR-3445 HU210.2 FL70858.4 ESR-2549 H0212-2 FL77232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-W5 HU218 FL10858.5 ESR-2549 HD218-3 FL17232.3 ESR-3445 HU2163 FL10858.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU26 FL10658.3 ESR-2549 HD28.2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR-2549 HD410 FL77232.4 ESR-3445 HU410 FL10858.8 ESR-2549 HD412 FL77232.4 ESR-W5 HU412 FL10858.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 HlX)410 FL17241.7 ESR-3444 HUCQ410 FL71488.11 SIM200�4 HGA10 FL17699.1 Evaluation Report HGAIOKT FLt1470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FLt7236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT18 FLt 1488.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11486.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.26 ESR-2813 HTWM18 FL8223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.t1 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10458.18 ESR•2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10458.19 ESR-2813 HUS210.2 FL17232.8 ESR-3445 HUS210.2 FL10858-R4 ESR-2549 HUS212-2 FL17232.8 ESR-3445 HUS212-2 FL10858.11 ESR-2549 HUS28 FL17232.8 ESR-3445 HUS26 FL10858.11 ESR-2549 HUS28 FL17232.8 ESR-3445 HUS28 FL10858.11 ESR-2549 HUS2&2 FL17232.8 ESR-3445 HUS28-2 FL1pg5g,11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 J128 FL17232.7 ESR-3445 LU28 FL10855.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210.2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL70855.109 ESR-2548 JUS28 FL17232.11 ESR-3445 LUS26 FL10855.111 ESR-2549 JUS28.2 FL17232.11 ESR-3445 LUS2&2 FL10655.112 ESR-2548 JUS28 FL17232.11 ESR-3445 LUS28 FL10855.113 ESR-2548 JUS48 FL17232.11 ESR-3445 LUS48 FL10855.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEGS FL10887.71 ESR-2815 KST280 FL17244.15 ESR-3455 MST80 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTAIS FL10852.4 ESR-2105 LSTA78 FL17244.78 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA38 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT18 FL11498.3 ER-130 LTS208 FL17218.2 ER-0200 LTTZOB FL11498.3 ER-130 LTTI31 FL17219.2 ER-021X1 LTTI31 FL71498.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10458.29 ESR-2813 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 1-530 FL10448.15 ESR-2806 MP34 FL17244.23 ESR-3455 A34 FL10448.3 ESR-2808 MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-2808 MP5 FL17244.22 ESR-3455 LS50 FL70448.18 ESR-2606 MPH3518 FL17240.3 ESR-3447 WM1418 FL10887.88 ESR-2815 MSTA12 FL77244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL77244.18 ESR-3455 MSTA75 FL10852.8 ESR-2105 MSTA78 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA38 FL17244.18 ESR-3455 MSTA38 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.28 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10458.33 ESR-2813 MTW18 FL17244.8 ESR-3455 MT878 FL10458.34 ESR-2813 MTWtB FL17244.8 ESR-3455 MTSte FL10456.35 ESR-2813 MTW20 FL17244.8 ESR-3455 MTS20 FL10458.38 ESR-2813 MUGT15 FL17240.5 ESR-3447 MGT FL11470.8 SIM2lX)803 NFM35X72 FL578.2 Evaluation Repot MBHA3.58/11.25 FL13804.8 ESR-2618 NFM35X18U FL578.3 Evaluation Report MBHA3.58/16 FL13904.8 ESR-2618 PAU44 FL17239.13 ESR-3449 HDU2-SOS2.5 FL10441.4 ESR-2330 PALM FL17239.13 ESR-3449 GLTV3.518 FL10887.8 ESR-2815 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS18 FL70852.1 ESR-2105 RFUS FL8223.5 Evaluation Report H1 FL10458.5 ESR-2813 RS150 FL17244.27 ESR-3455 H10 FL10456.8 ESR-2813 RT15 FL17238.3 ESR-3448 H10.2 FL10458.7 ESR-2813 RT18-2 FL17238.2 ESR-3448 H10A FL10458.8 ESR-2813 RT18A FL17238.2 ESR-3448 H3 FL10458.13 ESR-2813 RT3A FL17238.3 ESR-3448 H4 FL10458.14 ESR-2813 RT4 FL17236.3 ESR-3446 H5 FL10458.75 ESR-2813 RT5 FL17238.3 ESR-3448 H2.5 FL10458.11 ESR-2813 RT7 FL17238.3 ESR-3448 H2.5A FL10458.12 ESR-2813 RT7A FL17238.3 ESR-3448 HS FL11470.3 SIM200803 RTBA FL17238.3 ESR-3448 SP1 FL10458.41 ESR-2813 SPT22 FL17244.30 ESR-3455 SP2 FL10458.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10458.43 ESR-2813 SPT4 FL17244.32 ESR-3455 SPB FL10458.44 ESR-2813 SPTB FL17244.32 ESR-3455 SP8 FL10458.45 ESR-2613 SPTB FL17244.32 ESR-3455 SPH4 FL10458.46 ESR-2813 SPTH4 FL17244.32 ESR-3455 SPHB FL70456.47 ESR-2613 SPTHB FL17244.32 ESR-3455 SPHB FL10458.48 ESR-2613 SPTHB FL17244.32 ESR-3455 U24 FL70855.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28.2 FL10855.3 ESR-2549 THD28 FL17232.18 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.18 ESR-3445 HGUS5.25112 FL11468.17 SIM200804 THD410 FL17232.18 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.18 ESR-3445 H008-SOS3 FL10441.1 ESR-2330 THD812 FL17232.18 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM38 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components fisted beloved they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your kcal product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThefmaTru Firber-Gassic and Smooth -Star (NON -IMPACT) FL20481.1 +67.0l-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) p�0461,g +87.0/�7.0 psf ThatmaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +87.0/�7.0 psf ThertnaTru Firber-Classic end Smooth -mar (NON -IMPACT) p�Oggt.14 +87.0%87.0 psf TftetmaTru Classic -Craft and Benchmark FL15225.1 +87.0%87.0 psf ThermeTru Smootll-Star and Benchmark FL15225.5 +87.OY87.0 psf ThermaTru F0>arCiassic, Smoothstar, ClassicCraft, Rustic FL7gg0,1 +87.0/-87.0 psf B. S _ it i Florida Dsprtne it of8winsa & Profsealatal RegidallM I7'elldkg Coda and Slandrda Product Approval AppNcationa WtaN F.p. 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Kuhn Locke Bowden P.E. 10M22017 10MOM17 10/172017 12/12/2017 Approved (352)4WO778 PE-75519 (334)300.1800 mbQgafeee9tsupply.can Product Dmacrindon 'd S Aomfowd fa Bes IDIAAii Aooraved fa ties Oubils>yW4Hi � Resistant gp� IRmmM Pan 0.032&qud; 5 V Comp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over 15/32&qua; Plywood -108.5PSF Mai 0.032&qud; Aluminum Gulf Los 1S&quol; Wide 0412f2024 No Yes N/A +N/A/ Roof Panel wed 15132&qud; Plywood -116APSF 1&.quof; Gulf Snap 24 Ga. 17&qud: wide Roof Para) 04/122024 Yes Yes WA +N/Ah131.OPS over 15132&quat: Plywood %qua; VeresLoc 249s 16.5&qud; Wide Rod Panel 04122024 Yes Yes N/A +WA/ wer 15M2&qud; Plywood -138.SPSF 1&qua; VwuLw mm .032&qud; Aluminum veer 04122024 Yes Yes N/A +NW IwUqud; Plywood -101.OPSF I.5&qud; Gulf Snap 24ga. 1 S&quoF Wide Rod 04/122024 Yes Yes N/A +WA/ Panel veer 15M2&qua: Plywood -116.0PSF 1.5&quof: VensLoe min 249a. 16&qud: wide Roof 04/122024 Yes Yee N/A -NIA/ Panel war 15/32&qud; Plywood -123.5PSF Mn 24 Go. 2&qud; Meg.L.o 18&qua; wide Roof W22024 No Yes N/A -NIA/ Panel oror 15/32&qud; Plywood -108.5PSF Min 24 Ga. Gulf Los 168,quot; Were wer 15A2&qua: Plywood 04122024 No Yes NIA +N/AF96.7PSF W 24 Go. Gulf Sam 16&wd; Wide Roof Panel 04122024 No Yes N/A +N/A193.5PSF over lx4 Wood Puffins over 15132&.qud; Plywood Mn 24 Ga. Gulf Seem. 13l4&qud; Snap Lock. 04122024 No Yes N/A +N/A/ 18kpot: Wide Roof Panel sir 15/32&wd; Plywood -108.5PSF ern 26 Ga. SV Crimp Roof Pan.] over 15/32&qua; 04112/2024 Yee Yes N/A +N/A/ Plywood -156.SPSF On 26 Ga. 5V CMmp over 15132&quoL Plywood 04/122024 No Yes N/A +N/V7 131.P13F Mn 26 Ga. 5V Carrµ+ Rod Panel oror lx4 Wood 04/lnO24 No Yes N/A +N/A/ Rxlins sir 1MUctud; Plywood -156.5PSF ern 26 Ga. Gulf Los 16&qud: Wide Rod Panal veer 04122024 Yes Yes N/A +N/Al 1502&qud; Plywood -161.0PSF Win 26 Go. Gulf Los 1S6qud; Wide Rod Panel veer 04122024 No Yes N/A +N/y6L63.5PSF 15828,qua; Plywood ern 26 Go. Gulf PBR Rod Panel veer 15132&qmd; 04122024 No Yes N/A -NIA/ Plywood -i54.7PSF Florida Department of Business & Professional Regulation P.er 2.f2 Building Codes and Standards 3FAM18 Product Approval Application Detal pia product MaML Number or Mama Product Disserhodan Aganved Tor ties in.tlbHz Arxroved Tar Ues SEA kmod Refistard Oda Ir� 18 26 Ga. Gu"PBR Mn 26 Go. GuffPBR Rod Panel over lx4 Wood 04/122024 Yes Yes N/A -N/A( Puffins error 15132&qua; Plywood -151.7PSF 19 26 Ga. GdIPBR ern 26 Ga. GdfPSR wr 1542&qud; Plywood 04/122024 Yes Yes N/A -NIA/ -154.7PSF 20 26 Ga. Gu11PBR Mn 26 Ge. GWPBR veer 1x4 Wood Puffins over OIH22024 No Yes N/A -NIA/ 15/428,quaL Plywood -151.7PSF 21 26 Ga. Gu11Rb Mn 28 Ga. GulfRib over ix4 Wood Puffins over 041122024 No Yes N/A +N/A/ 15132&qud; Plywood -164.2PSF 22 28 Go. GfMNb Mn 26 Ga. GueRlb roar 1 SM&woL Plywood 04/122024 No Y. N/A +NIP( 59.2PSF 23 26 Ga. Gumtib On 26 Ga. GuflRib over 15MUqu.t: Plywood 04112/2024 Yes Yes N/A NW -159.2PSF 24 28 Ga. Gum1W ern 28 Gs. OuMRIb over tx4 Woed Parana ova 0412202/ Yes Vas WA +N/A/ 15432&qud; Plywood -164.2PSP 25 29 Ga. GumRib ern 29 Ga. Gu11Rtb over 10 Wood PuAm oler 04/122024 No Yes NIA -NW 151324qu.1; Plywood -123.SPSF 26 29 Ga. Gumta ern 29 Ga. GrdRlb over 15/32&gook Plywood 04/12/1024 No Yes NA -NIA/ -146.OPSF 27 29 Ga. Gumte ern 29 Ga. Gu11Ra veer 1x4 Wood Purses wer 0412rM4 No Yes N/A -WA/ 7n6&qua; O.S.B. -101.OPSF 28 29 Ga. GrlfRib Mir 29 Ga. GulfRb over 7N8&qud; O.S.B. 04/12=4 No Yes N/A -NW -116.OPSF Code VaWon: 2017 FL e: 11651 AppB.albn 7VM ALL Product Manuf cknar: ALL Calepar7: ALL subcaegry: ALL Application Straus: ALL co"w➢ oMakod: ALL Quality Assurance Lamy Certraet EVIred: ALL Product Model, Number or Norms: ALL Product Description: ALL Approved for us. In WAU: ALL Approved for ties outsid. HVlli: ALL Impad Ra1sMl: ALL Design pressure. 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