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HomeMy WebLinkAbout3256 Kresterbrooke LnINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air S3 DETAILS S4 DETAILS ABV or Abv. Above FLR or Fir. Floor RAG or Rag. Return Air Grill AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA,H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing D1 SECTIONS &DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required WP WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf GALV or Galv. Galvanized RND or Rnd. Round BLKor BILK. Block GC or G.C. General Contractor RO or R.O. Rough Opening PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GFI or G.F.I. Ground Fault Interrupter IRS or R/S or R&S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GT or G.T. Girder Truss SD or SO. Smoke Detector BOT or Bot. Bottom GYP BD or Gyp. Bd. Gypsum Board SQ FT or SF or S.F. Square Foot (feet) PA1.3 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) HB Hose Bibb SGD Sliding Glass Door BRG or BRG. Bearing HDR or Hdr. Header SH or Sh. Shelves C Carpet HGT or Hgt. Height SHWR or Shwr. Shower CAB Cabinet HH or H.H. Hand Held (plumbing faucet) SHT Sheet CIR or Cir. Circle HORIZ Horizontal SL or S.L. Side Lights - -- CJ or C/J Control Joint HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CLG or Clg. Ceiling ILO In Lieu Of SPECS or SPECS. Specifications CMU Concrete Masonry Unit INSUL or Insul. Insulation SQ or Sq. Square COFF or Coff. Coffered or Tray Ceiling INT or Int. Interior STO Storage COL or Col. COMM or Comm. COMP or Comp. Column Community Compressor KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Lauri. Laundry SW or S.W. SYP or S.Y.P. TB Shear Wall Southern Yellow Pine Towel Bar CONN or CONN. Connection LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear or TOB Thicken D or D. Dryer LL Lintel Length a o T.O.B. TOB or .0.6. Top of Block _ a ❑ 7E]F71M0 E DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder EIDIE EIE DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DIED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window ❑ ❑ ❑ ❑ E ❑ ❑ L DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical DISP or Disp. Disposal MW or MICRO or Micro. Microwave UC or u.c. Under Counter 3 R DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise z DS or D.S. Drawer Stack MIL or M.L. Microlam V or v. Valve (shower or tub/shower) DTL Detail MONO or Mono Monolithic VB Vanity Base = DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical 00 DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood EXT or Ext. Exterior PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header x EXP or Exp. Expansion PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLT HT or Pit. Ht. Plate Height WC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proofing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener z FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) a FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room c x REVISIONS 0 J 08-20-15 1.0 NEW BASE PLAN 41 t 00 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL o Q 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL N o FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID CD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE `g CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES IZ OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR o �(� COMPLETE CODE INFORMATION. t�w�wr� Notice to Builder & All Subcontractors yN.. It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed DA Professionals clear information. Every attempt has been made to ® w, 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 ov Of ""� 4�* i` �� `} responsible for any errors, omissions,or misinterpretations ��b �+ plan N undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the to ®\gyp• information found in these documents. Any questions regarding 1941 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. U° V Z C7 _ O z� z� J a- U) z V)' CD W cn V — °� O w - o U 0 CD m 04 w� M V N N a O OV C 0 U w < w co 00 0 ¢ rn fl o CL rn ¢ o 10 N N 10 YWI Z N a°o Z aza W 4N Nam. a a W V O v 10Z rn gg 0 c N O ILL is U) CIj • C>r 1� r °: 40 0 Z r � f �Er;� Ups P t,.;. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L R 4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z 0 ao za aZ' f fF airof zoo z aaCt �o Z J a�0Lu L^' W ■/�■� w = Z O f �i Z s rr w �—+ > Z O �_ Cr J < U T °Oo � he F o Fm� N r tl g J ZaZ� Lu W a < w a Q z'+/—fit �0� Lij 111 $ a ~ N Q Z Z Z � boo 0° On oo Z 5 = J Q T-+ a cn S SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. S 0 0 v Q ab 00 J N ao 2 E -91 00 A D S3 19) H.B.+ U) O OP '- I ■ 00 17-O8„l a O OWNER'S SUITE �BT � 8'-0" CLG. 00 CARPET a 36 5-SH - - - - R&S - - - - ( I i I I I _ BUILDER TO N PROVIDE W.H. APPLIANCE O PROTECTION REQUIRED 7-6" PER PERFBC 2 CAR GARAGE $'-0°CLG. 20'O„� 1-----_----- F I I I I I I I I 6" DP-- W.I.C. 8'-0" CLG. r" CARPET r rI I I I I I I I ,J I I I I I I INE y - TIDE L � � + i� icy `6w I 00 5'-4" "I o N (4) 2x4 #2 SYP STUDS FIBERGLASS W/ USP HTT4 @ BASE SURROUND 4'-0" I I to I I FAMILY R M I 9'-4" CLG. I CARPET 23'-O$" in 2668 HANSON BOX @ 36" A.F.F. DRYER VENT HRU ROO I EDGE OF SLAB 2" BEYOND WALL e S3tw60"x36" I l 1 1 I/ 1 I �I I/X NI Ih Q QII J K (4) 2x4 #2 SYP STUDS W/ USP HTT4 @ BASE 0I I 0 I p I I 0 Q 1 O= I > to I I NOTE: FINISHED ICE WALLS TO BE I FLUSH. VERIFY IN I I FIELD. - - - - - ----- CC D S3 S3 I l I I III I I I I I I l I I III I I I I I o m IT rn TYP @ 1 STORY A S3 O N SHOWER M - T AHU -TILE �� R.A.G. &S -- -- PT. W OPT. D HI 0 ' 2:12 VAULTED CLG. _ � IN - o0 , T _ 2868 T 3'-10" T-8" co 10'-10$„ 3A68 7 „ , 4„ I - ENTRY o. 8 -0 CLG. � io I T - T - 6„ ! 10 " 11'-7$" i_ 6'-10" i� If HDR AT T-4" ------- R&S - --------------- - 2668 mac? 4'-7" 8'-8" i:1 5'4 _ I ! I I Tq _ �'�° R&S 2668 r r------------ 14'-6" 64" `o I c" 7-6" 4'-0" 0o I PATIO CAFE c� 8'-0" CLG. v) CARPET / I u�> 5068 B.F. OPT. RE rt BEDROOM I .. 8-0CLG. I CARPET I 19 2,_ " 10'-4" '- 2 " BEDROOM 3 as CLG. CARPET 10'-42' I c coo W r�`° _ �' 1 8r I ILE_ 2'-4' I 6-3 Mao 4068 B.F. BEDROOM 4 I 8-0 CLG. ~ CARPET C7 in a 14 _ - - - - - - - o _ -�- _� U)W MC�7 O w / o==_; T Q= N 20'-6$' J U --------� I 1 0 0 I D.W. oo 3L _ s4 _ 8 3 0 SI Kwl ISP ! i 2' / ��� / I� / AC PAD / I _ ,�w PANTY o- r=W oF,I FLAT L . ,n� 5-SH T II 16" DEEP M� ti I 2" I I 00 TYP @ 1 STORY rA S3 V TIE ULT: _ i I I FIBERGLASS MIS I SURROUND © N 3s W - - - - - . ---i�' O H.B. 29'-8" 25-SH EGRESS O 15'-10" 25-SH EGRESS O 19'-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS P(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE e(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 20X26 184X25� S.H. 13 20X38j 184X37J S.H. 14 20X50j 184X50 S.H. 15 20 X 63 18 4 X 62 j S.H. 16 20 X 72 18 4 X 714 S.H. 432 27 1/4 X 26 26 X25 4 S.H. 433 27 1/4 X 38 j N/A S.H. 434 27 4 X 50 1 N/A S.H. 433 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. J 35 27 4 X 63 26 X 62 1/2 S.H. 436 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37JX50j 364X50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37�X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 4 X25 4 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 4 X 62 � S.H. 36 54 X 72 52 4 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 wails 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 518" 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" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 GG SEE SN SHEET OH SEE SN SHEET NWED�0 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL 1 1 1 1 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. 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) 0 V (M 0 ® m Z N E3J U) N 0 � w C6 °O w G Oa 1 CO m N 1E U N M 0) M C.3L. O o N " cc <t MEN=o o roo-o 0) v a v rn Q ci A1 h-C�e.n.0 Z W MN�Z �2 ui N !r a W W �c�a 4 �§ a cn Q'rng Z m c N O m n Z`N LLo i ° V _ °ems ��zO 4 To the best of the Engineer"s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz <F wa°d� 1=Z�U z 0WUJ • ` VOL Q zo L ^ li Cr }f 8 z g O L.L_ ~ (%� �< � 31 adz µµ,I �o rYYV� 1-0- U U 0 C 0 z za Uj�Qw� a s aQ� z LL p F O w _jT--I to w Q w z � t 5 F W o oda ~g �a N co O (6 G� :5 = J of rn V-4 a to o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NOa 4mO SHEET NO. 1.0 2'-84 I MIRROR S O O i 0000 °0 oo 0 r O I O I s Cl) O a c OWNER'S BATH OWNER'S BATH BATH 2 00 F7 J N I L N v M Q 00 L ----- ------------------- HOOD a Li 0 0 0 0 S CV CV o0 v c c J L O 0 D O 0 0 0 0 DWv q q OPT. -� RANGE REF. KITCHEN ISLAND KITCHEN KITCHEN 0 W INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" MIRROR Z M O — O z N z� U) z �u, W C6 a (� U N o 0 m N W � E N M ..1 1 d a .. I.:i.,.e4c-11Ii1;€tltWi.-Gai,iIClim+;ljK].Jl4ilu_,:1 xVl i! 1u,IIJI:eJ_r!,, 1 I !I N aci v v 00 00 0 0 cV r- rC) d- d- I 00 a i it c N v 0 00 00 0 J N a- EI E 0 s N. HEEL 12 5� 12 �5 T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� F.FL. � J ---- -------I--------------------- 12 �5 3 TAB SHINGLES. ROOF F5 INSTALLED AS PER MANUF. SPECIFICATIONS ❑❑ FF70■�0❑0000'0q 1711 L=�J El M E 7E] FE71 F1 E] -171 F-71F-7117� f -�-]f 7=-�-f 7 �-L ------------ 14'-0" RIDGE VENT 12 �5 15'-0" RIDGE VENT FRONT ELEVATION — Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — HDR HGT. 6" FASCIA (TYP) TEXTURED _ CEMENTICIOUS 00 FINISH ON C.M.U. zo (TYP.) --------------------------------- F.FL. N. nl LEFT ELEVATION — Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice 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. (D V th O r O zco z� Q Cn cr) C �--� w O1U T r— (� C) o m N L lJ Ep ~ U Nth N a CV-3 = NN to O p N . o0 uo C � Q ao � no oy Qv rn ¢ d BD• N N b U LE LU 2- :2 z H C? (n LL .0 W Lz. W W di cmu- Z 0 �1�a a o vj t0 4 C N wQf •d 0 ti ��a•,����� O F E SS 1!f.11#Flail To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 00 Lu Q of �F (n Lu Z U z 8 0 oo� O = O w Lu a J a W O m O K :> w LL a UJ W LU zz i z z C) �£ U = ri Q Lu9 o00 :, J � ° Z O f0� uO�ii z�z LL- Q< 0-0 g0 z z .WJ W W � Q z a az0 F U g�� <Q° �- z z RZp �o m O t 00 g W =LLI Jz rn .1-4 a cn o SCALE : AS NOTED DATE : 3/15/2018 TECH: WAMES VERSION NO' 4nO SHEET NO. 3.1 0 tz 0 c a 12 5� Well,% EXTENDED OVERHANG TO BE CENTERED — ON DOOR 12 5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - Al SCALE: 1 /4"=1'-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N. 15'-0" RIDGE VENT 12 14'-0" RIDGE VENT 12 �5 T.O.M. T r -- HDR HGT. TEXTURED TEXTURED CEMENTICIOUS FINISH ON C.M.U. CEMENTICIOUS 2 0 FINISH ON C.M.U. (TYP.) (TYP.) 70, F.FL. RIGHT ELEVATION - Al 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-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. zCD 0 —o Z N z� B a E3 U) V, CD � LLr •U — O WOf V) m F o i� C)o Cl) m N W �� m C') ch M N-0 co = Q? O o 0 M N o Q 00 o (0 o 0)0 av rn Q o I B D® N c B'DA[ - To 42 N N 00 Lu R s7 Z W ��.. M � Z = a N r; o W — ELL Z O a ¢ o . C N Ga � Ern LL Z H 8 a ` J:Ck • �0 �' � F 0 S\O�� F E S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 17, �o z of f� za. w¢°dcr Uzoo 0 z�� �ozZ 2 2: J owrz0 W m V L1J z z } o �.L LU fz U) F 3 Q o 0 �' z j U = Q Lu . 00z � P 81 J w 0- U O Er Boa z<- - IN tly- oo� Z Z °0� u CY W J L r) rl W Q Z UJ 0<Z' F � V 8�F- N Z Z CY a0 Q° rn oo g i ` f ,-q a U0 o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 3.2 8 Ei 00 1 2 N i� ih N 2" N oo = CO 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2" 2-j 1'-10" - N ill, CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1/2" RADIUSI!! 1" 4" VARIES VARIES ih M� P71 t rIN CAP iv CD 1" 1" 11_0 1'-4" 0 M (V 22" 12" 1 1/2" RADIUS VARIES VARIES -IN r 1 -4„ 4" 3a' 4„ All c� HIV r o'�IV 1" 1n T 4 42 I N - ~ rp0 SIN 3" T " 4 4" I - MIV- VARIES 2" 2„ 12" 2" ChLl 32 11" 32 1" 1" 1-8" 1" 2 1/2" RADIUS BASE LO i0 iv BASE 4" IBM 1'-0" rN I 12' *NOTE: VARIES 8" 2" 3 io FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" i. i �N 6 1" 1'4" r� �q 1 1-1/2" THICK 1-1/2" THICK ' 101. e 0 N �m 21„ 4 _ d. 10" 6" � iv `Iv IN Ala M 751 4" 2 N 2" 4" 3" no 6" cn cn �M 24, 1-1/2" THICK 32" =I� r -IN M 2 -4 1'-10" 52. 1 5 52' 00 'IN �v 1 3" N 7, co M 51 4 4" 1" 12 0 VARIES VARIES 2 -- N U) W ¢ ^M I 22" • VARIES VARIES 4, 8„ 32 4> C14. 'cp Rs. I 2" - 2' 44. 6" 4" in R44r" 'v KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING KEYSTONE F11 00 r OPTIONAL 3.. 3" 4" 3 a ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4.3„ VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1 3 i 1 14 -6-y' 14' 1z" 54" 2'-1" 1'-12" 54' 00 1 " - � 3'-8" 4" 3'-0" 4" 101, 114' 101, � :- 0 N 7 N iv (4 1" 1" r N (V c0 O MMr 1v 1 U 2 -iiii4----- C> 1'-1" 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Z Cl) 0 — o z tD z� <C z Cn o f� p D-U — O w -( Vi _ E oo U m 04 W t— E i $ N C, 0) (M CU Cl) E2 c co _ O o C:. t LL eo m � o Q rn � no In S. v rn ¢ 6 BID. N Yc N N � � W �No�oz �' z° a c a U) Z W `' 91� r s v', �- ui W - � " QW WV�a Z 0 CA 5 �w M `A Wa `E WWW.PDSENG.COM 00 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ O �o fF ¢ ga w VZOO zw�� J y2,uz G°aG x J 00 R LLJ 0 w w N 0 L_ Q O Zz ^` 2t O }U z Z z O O J J w U = 0-1 rr, VJ Lu ° O o F ar 0 X f O•V� wi2ma ''1 k N zaz w f Sod z Z W Ln z���Z a u�D W Q z F y U F �¢Z N LO z � Ln �0- O 06 z 4LU J = a r-, .--+ a rn o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. F1 �.0 1 ..III;, l�nuil„�t<11,,1�:6 i, Itic.tL ;i;lr, n.. Lltil.11 k. i._ .I ,. .......L. � ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA 1 200 AMP MAIN O 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu POWER CO. FEEDS j INTERSYSTEM �ILfll 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles 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 � 'q^� WEATHERPROOF DUPLEX OUTLET E S.D y P W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 00 o ® SPECIAL PURPOSE OUTLET G DUPLEX OUTLET IN FLOOR ' 220 VOLT OUTLET N WALL SWITCH tb 3 THREE-WAY SWITCH ¢4 FOUR-WAY SWITCH a'R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 00 00 0 WALL MOUNTED LIGHT FIXTURE J 0 RECESSED LIGHT FIXTURE O N I LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT F-- I a 00 OWNER'S S Y ITE 1 ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE U MEN I \ FAMILY RM I G � ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I U.C. OUTLET FOR DW U.C. OUTLET I GFI r GFI -� ----- -- GFI � I D.W. I L---J 1 INK / DIS _ CH _ CHIMES (OPTIONAL) — — PENDANT AS11-1 PB PUSH BUTTON SWITCH (OPTIONAL) / PER SPECS 0 �2 PUSH BUTTON SWITCH - DOOR BELLCn r E SD SMOKE DETECTOR to \ = AC PAD `v CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) FLUORESCENT LIGHT FIXTURE O EXHAUST FAN PA 0 CAFE EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) o o ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. H.B. GF DISC. O THERMOSTAT .o VI] ELECTRIC METER ELECTRIC PANEL ri t DISCONNECT SWITCH °J ® SPEAKER (OPTIONAL) N ^ ^ M( ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR N G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM JIB u VERIFY METER LOCATION WITH BUILDER IRRIGATION VERIFY LOCATION L GFI @ 44" A.F.F. Dw ELECTRICAL PANEL O I I I I 2 CAR GARAGE I I GFI FOR GAR. DOOR GFI GFI @ 44" A.F.F. I � I _ I I L------------ GFI @ 44" A.F.F. ' II► � �/IIIIIIIIIIi1111111111111111111111111 r M II (I 111 •' _ _ 111 Ll��ll�i� I�• •- �� • O.- • ;��IGHT PRE -WIRE I. •- G ROUGH -IN FOR LIGHT PRE -WIRE MAIN FLOOR ELECTRICAL PLANT SCALE: %4"=1'-0" (D z M 0 — o z� Q a U) z w ru �V — O w In CL, 0 o i� � H- U r- m NW w � M M � aj T 'O O o N 0 U t�00 o -00 Q rn W rn g rn Q o B D. N N �O O p N � � � Z W �� � Z"C�"jmZ � c �U_o.� rsi w LN N N p w UA � E a �.�4�' Zma �0@o0 ya Z 'IT - LL IJ N m ¢ a 0 0 v O WVM FDSENG.COM 11 I] 0 rn 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. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o Lu Z t,,a�ir J Q— zw�O = w Z J&Z� Q rL au �' . O � U m o L Q Lu > a U ¢Z fZ Z rl W O a J U O ono o LL ¢8 N Q a¢ Q d' —0,0 o Z Z ,--I g" & J r-1 w Q LJJ X ¢ Z 0 ga~ N l0 Z Z �¢Z aay Z S co00 Z 2 7� O In 0 SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO- 4n0 SHEET NO. 4.0 00 2 E 0 00 W ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "NOTE - GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN 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-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. U Z o z° z� Q a (n z V, C_9 4 ..J cn w f� p °V — 0 w ~ m N W E —8 � M C" 0aj 0M" / \ ($ � / 1 = LL 5 -00 C)05 Q m Q o LO rn Q o Al B D. ,',C N �O Z W � �LLo W W V �LL r a L � O CCU H o � 1 Z H12 b q W a N¢Mr a �1�ltllE6@lltl�/fir � " � .F e ❑ •�^° E 4� lop?C j�`cfltf€tEB't`t4'�e, To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z uJ o za f Z> w ZQ�0 UZ80 z W Q QI =5ZZ �O�w J a Lu K LL N W F L Z z } �>/ z z 0 n3 -0Q z 0 �w U = _I 0 0H¢0Q 0m uO6 Q 0 2�o�J 11 TI Z wza L Q Q W f 80�2 z Z UJCYR� ¢wLL:) J � C G NrWOv g YhQ N z a<o z Zo m MM W Z � Z 0 4 f rn r-1 t1 U 0 o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO' 4nO SHEET NO. 5.0 V-6" 5'-78" 6'-0" TYP @ 1 STORY U.N.O. A S3 ;-iy M 5'-2$" T-1 H.B.+ E$:1 ■ ■ ■ ■ ■ in In ■ ■ ■ ■ .... ..... _................................ 00 — —T.: BUILDER TOOP 1 4 O" 12'-1" W.H. PROVIDE APPLIANCE (2) #5 REBAR I O 0'-0„ PROTECTION WHEN REQUIRED I VERTICALS w/ in ■ I I FILLED CELL :: :: : PER FBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. 00 ( SLAB FOR HERNANDO v I COUNTY ONLY S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-9" 4'-10" VAPOR BARRIER _ 1 .. ( ( - CJ -GJ - CJ I o Y a, 5'-3" 1'-10', T-6" I O OCN coI 0o Fn P� T. D -3 1/2" 2'-6"x2'-6"X1'-0" FTG G : W/ (3) #5 E.W. S3 -.- _._ _.- 3'-5" SLOPE 7-1" (2) #5 REBAR ■ • f • I �� I ' • � 2'-6" x 2'-6" x 1'-0" AHU I VERTICALS W/ (3) #5'S E.W. TYP @ 1 STORY A U.N.O. K CC I S3 S3 FILLED CELL - 60 T- CJ �! ; I - -�CJ • '.:::: �v 0? ....... 25'-1028" g _550 �2' 8 F ■ MM7 26x26X1 0 �FTG W/ (3) #5 E.W. I �4" I L o INDICATES FILLED CELL w/ 3000 PSI I i PROVIDE %2' x 9" LO CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT. POOR W/ (1) #5 REBAR VERT ABOVE SLAB SLOPE �4 I S3 to rn TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE 4" 4'-0" 4'-4" 4'-6" �i ' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0 BELOW FIN. FLR. / ■ ■ ■ W/ 25" EXT. ABOVE SLAB "GRADE 40 I LOCATION ..' i ' ' i :::::::::: ::::::::::: ::: ::::: STEEL" :::::::: _ ... .............11.......... . - - - - ;12'-10" 4'-0" 16-10" 10-10y 0 in STEPS AS REQUIRED : I PROVIDE 1 y" RECESS . '. '. '.: '.'. ' : .' . I ,- PER FIELD FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR OPT. LOW WALLS icj�._ CONDITIONS WIDTH i i� - - - - - - - - CJ CJ CJ -I-l! ■ ■ i i i r REF. r - - - �- --��-I------ ----- �- - �_ � _� - - - - - - - �• • - -I -_---_---- ---s- :' -1 - - I I - - - - ° TYP @ 1 F CHASE TO IS _ D.W. I � � j .. 1 I I lit STORY U.N.O. A iv o I .. LL - J- I I 00 in S3 �t _ _ -- SINK l DISP _ I �'' I -3 1/2" 01 L - - 16'-0" 2 -9q' 6'-10" I O ■ d .. ��• o ................... M(----------+---------- 0 o �r —+--------------------i— — --- $---------J ......... i .1 ............................. ................. ........ ................. ..... .................... H.B+ 5141, 1._91" T-23g" -1 00 21 E O S 00 W M TYP @ 1 STORY U.N.O. A S3 2'-106-4" 5'-11s '�. 5'-01, L 5'4" 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 W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN �� • „� z w CONTROL JOINT DETAIL SCALE: NTS #5 CONT REINF. SEE _ • '�_ FND. FOR QUANTITY #5 X 25" X 25" CORNER •,, ., BAR ONE FOR EA. , . • HORIZ. REBAR, TYP. �, � U.N.O. • •, ; r •; °'; ; _ "Alternate: The reinf. bars shall be �r •: ° �;; °: ° �:� ° �r �: �Y,: • �r cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS C Z co _ o Z z Q n_ U) z Cn C9 cn w � p • O w F o �� U o r- m N W f— E T— U N M 0) (M N,00 M y 0 0 L Ll.. � 0 Q rn -x r ao 8.v rn Q o MD. Nc N N co i o �m tn o- o �oz �ooN z° Z Lit-- ui ajCan LI:o �a �¢ o 0LL ZE IR1 a. &I � a sic^coAv, �AN S ro .mil ;'ell S° 0 0 I- E S To the as 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. Lrmh4daAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z Lu ¢ w Ce Of Q op z � 4z ^wLLI I— Z Z c w O N /.� •�` O W Z m o L �-- z O } z �3 0 V ILL. V a:O W2E �Ro O 1:u-�� w$1Cc N z < zoJ � �o�o Z z r-•i u _OLL 2 f � a o W L-i LU ¢ -< z J �--I li LA P Y g�10 d- fV Q Q Z z k z tu- m d' 06 z g LU 1:d o z uj x ,-i a U) o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 6.0 (2) (2) A A A S3 ) 1 CJ 1 U U L, CJ 1 U U CJ3 CJ5 I EJ7 A EJ7 S3 EJ7 EJ7 EJ7 1 EJ7 LF (2 X - c,, ,n y✓j U U CJ3 CJ5 EJ7 X (2) Q Q Q Q :; : M Q 1> m Q ......... •.. :: ; : N ! 1 )/ 1 � 1 % 1 . .... rf .'.'.'. .... CD .'.'.'. .'.'.'. .' EJ7 ER EJ7 EJ7A 0 M `t EJ7A S3 ERA EJ7A m Q Q Q • .. U EJ7A I EJ7A EJ7A .... 0oQQ �r t N 00 7 J7A o EJ781 LU m EJ7B U U U U U CJ5B CJ3A AP A M tj J U (2) S3 o (2) A (2) A Lv Li 00 UPLIFT CONNECTION CROSS-REFERENCE 3/15/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d R77A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -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.10810dx1-1/2 HTT4 2715 5/8"ANCH. 12010dx1.112 J HTT5 4350 3740 5/8" ANCH. 1 26 10dx1-1/2" HTT5 3225 5/8" ANCH. 1(28)10dx1.112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L H 5B * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070" 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 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 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 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 FELTREQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS '57 1 OR CON LEDGER (A) INTERSECTIONS. SPLICING f TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP W INT. BEARING U.N.O. ROOF FRAMING PLANT M o C"I V) 0 w •V — O w to � 0 r- � o0 m Ld i F- --- 8 N M Cl)E CD c' -00 C')') a) o 'o 0 L lL 00 O co 01— - 0 C Cy rn CL i Q O B D® Will 't N O Mo Wju Z Q IJJ o� LL o z a ZHCn q- ao � E ate' �cr>EN (gip Uz Z Q W Q N 4 M Q A O • ••• �- °•*• E ��s 6m 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. IIIIIIIII iLENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennaLlampa.com 0Z O z W a" N80 Lu tO yy � w Z 0 J ¢ �O0 A '�` 7 8 N 8 W O ` L Z O Q U c f s Z Z = �../ M 0 z O 0 �W U = J� LL. LL ° 0 0 aU� 0 J 0 f05 Womaq U fVF pia 0- ZQZ� L< Q d" '� a� LL,� o� 0 Z Z I �d J Ln W L1J Z �o N Q Z to Z �z m ZILIJ �W ° 00 g r o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 7.0 --1 co rn 00 O J N F 02 00 i— E 0 x 00 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints, 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7132" 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 / . 0 Safe vertical load Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY i'. 8F44 16/1 T 8F40 1 B/1 T 8RF40OB/1T 8F321B/1T FORM & GROUT SOLID Of <V LU O #5 BAR CONT. 8F12-1 B/1 T W" LINTEL DETAIL SCALE = N.T.S. ims FM0 Im I i Il71V/111vIV F = FILLED WITH #SREBAR IN. ATTOP (1) REQ'D ALTERNATE POWERS GROUT S UNFILLED R =RECESESSED CLEAR STEEL LINTEL ° n112- QTY. OF #5 O ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY 2 a M.U. #5 REBAR AT TOP ° _ ° ° ° MIN. (1) REO'D Q 1-1/2" CLEAR 8 F 16— B/ 1 T a ~" ° M Z D tNOMINAL. ° GROUT x � 4 QUANTITY OF 5 REBAR AT = Z W C.M.U. — Q WIDTH #5 REBAR AT ° O BOTTOM OF (n a 0)— Lu W TOP NOMINAL. ° LINTEL CAVITY W 0 0 Q L) � \ \� HEIGHT OTTOM REINFORCING o ir 0 o < C7 Co Z 7-5/8"ACTUAL PROVIDED IN Z — w Ln D D 8" NOMINAL WIDTH LINTEL 6 .. O -di �, 0° —#5 REBAR AT BOTTC AS INDICATED (VARIES) u~i �3 M, a MATERIALS c precas 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 w/ minimum net area compressive strength = 1900 psi. 6. Rebar 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. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth, One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemenfitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=V-0" (D ur) LOB Z M 0 v o ZCO Z Q JI a I� Z Ln c ICGZ w Mo U — O w � � Tfu ITo `— � o0 cr7 0 L_1 J �E M M marMi = a, O o 0 co V NN O Q 7 CO CL O 0 CM v rn ¢ d B D® N C B D C N `D N O (h Q1 O Z W MN-Zco Ei Z U) cWkuV y c o z a Z cMvd O C4 mo 2 q 44 O Z sue_ AV f0 O ` a,1 a Qn m W N ¢ M e SFZ4!gV9M%f Prl ❑ ❑ .k CJ •' -i G' ,,"., J Ci' of To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 00 �s Wo Z f� w C CZ X Uz8O ZLLu Z 0 w J d W � Co 8 /1 LU u Eo LU Zz L ^ L.{I — g D �- �3 z Z Ov -0 Gt =ON T"4 I01— o�LL 0 he o�4 L)OW� Pa0 J w Z Q o�Z0 Z Z LLo�o o'g� LV L0 LLl O a zU J �—{ LLJ cn i. Y N Q Z Cui Z k Z a Z 00 m O z `n LU _ �V) Z rn T-4 a to s SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. 8,0 -0v -s co 0 0 r- n N c� rn a i 00 0 J N Q 00 y CD E 0 x v c c U, v iis 00 w �d - - J 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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS, 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 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 HOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A R S FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON 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: 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-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2: 4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, +/- INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 WI 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES, 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15 32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. / T IT IS THE CONTRACTORS RESPONSIBILITY 0 REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO 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. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718"STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W 1)/�� DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1/11 SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / CONFORM Fy 33K-87. ITHG90 4.5.2. SHEET METALREAL NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL A52 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. COATING ACCOIES RALLDANCE STM 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED '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 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO '7 BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM 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 ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed wi hin 1'-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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 ncrete overpo rand mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. z_M 0 Z CO Z Q � w • O LU C ~ o �� � mo0 W r E N Cl) g'CoM -^ U N O M O o 0 C) rw I-_ LL o W no rn ¢ o Al ® B D -CBD° N N t� W Z ��z fi' z° c U) w cn `�` W CD a W >. 0. a§ Z 0= a o Z m o ti w 07 LL S NG M 7' 0 CO tc>- IF:•° �. J 0FESe,t©���t�. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LIE N N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €0Z Ln uj fa W< 000� Z V �Wz CL J aw0� A 8 w LL N F1O LLn ZU > O Z Sa IL.L L Un _0 Z O = �} VT Z:) a �� V 1 f- Co00 ::D�y IJJX mpg, N cn Z<1Z Q Po�P Z J '"� Ln ljj �a�� � z� w $ U N Q ZQZ � 0 o m O 0o Z :5 L11 =LU z rn 1-1 C U0 o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. SN rJ w in ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'4" +N ++ 6'-0" + + ++ + + + + + +++ + +++ ++++ + ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + ++ + + + + + ++ + + + + + + + + + + + + + + + + + ++ +++ ++++ + 15/32" CDXIPLYWOOD OR 7/16" OSB 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 wood panels nel Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking 1/8" gap ° k � y / / N't r FILL CELL rnCONT. #5 STD. 90° BARHOOK STD. 900 HOOK BOND BEAM I SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8" Q #5 CANT. THRU FROM BOLT FOUNDATION I'I' TO HIGHEST BOND BEAM STEP BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION 'a—INT. BRG. WALL N.T.S. 1/8" min. 2" min. )Small gap 2" max • � 4 max. Clinch nails_a 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 77,in. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuts. - Birdsmouth cuts. N.T.S. - Linder 2nd floor cnlumn w/ Inads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls �, require additional wall or beam below.* o consideration. Check N local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side co 11 10 -0 at bearing. � TANK -LESS W/H I CORNER OF rn HOME GARAGE SIDE ER 001 0 0 �I ! k00 21 E 0 H C G 00 O 5'-0" < C STUB -OUT FOR O 1'-0" 0 9 GAS METER ' U to �• U CV o • 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" Q.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. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Ilse 3" /10dl nails at 6" n.c. �'/ Provide adequate bearing for each lapped joist. Squash blockd nails SECTION INT. BRG. WALL (2x4 minimum) @ Bearing wall, Ver7;WN.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPSC w/(22) NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over I —J blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — • • ■ • • 01 6A 1" ROUND HOLE MAY 6� 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S A/C CHASE 4" PVC SLEEVE THRU STEM WALL NUNN, M111111�11�3 Backer block (12" wide min.) — Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM-� °. SEE PLAN FOR °• ° . • a . • FOUNDATION INFO a. " d' ° STEM FOUNDATION t—GRADE—n17rKrr OCC nr nr,r \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. A wk, UNAOL 4 rvL1 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 d- d a — d I�L . PLUMBING LINE PVC OR SCH40 SLEEVE -- d a d = .EI II T- �-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"- CENETERED @ PIPE PENETRATION 4 d . PVC OR SCH40 SLEEVE r- PLUMBING LINE E .4 d • 6 d d _ "7 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a' d G d°' ° av G a �r1=1I1=L ° a A. 0 SEE FND. PLN. SIZE & REINF. Z M — o z� cJ z V) cD � o •O W T o - rCD M m W 8 N M M Cn _ air N 0 N 0 00 C 3 L U` co°D _W �o ¢ m Cnao L. F ., o RD. Nc N �D CD Z Its MNdZ �4 Z U) its ti O . J w W LU aw .o W_ 4J 'Z -acne¢/ C p C N f� Qa v (O O Z Vi M E6' W Q Nam - A ����qq gg �11_141,t ,.'E9SENGCt❑ ❑ \tea fj7-S E. r r ••°• 0,;. 01 - •• Sit F'� .•° ° v •••,.....'O�p `N 0f IfEltt681°���`\% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z 0 �o LU fF Lu < X U � 8 0 Z—w T w z J 9Wom �Q� Uu_ 0 W ow Z 0 a)L __ /` . � } U fZ O Z `- N J Z a -0 Q2: O 0 �„ J LU = 1� Zo �! 0 J r f8 2 j U z C'4 U Wes¢ Q Q¢"'M o�'�0 Z Z U_ W LL &airy w J Ln t-i LI.J Z =LULL= 0 (na- U $mo o N Q g z 1,0 z Ce Zo ao Cal 0 C6 z � = �N a t-t a U0 s SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO. 4 . 0 SHEET NO. SN 1 i ililft ainn dlil� iY,i..t,li tl r .. � .I it�i Ii! ��'.'.. I �- c -v 0 00 0 N I i a rn c 2 00 00 0 J N I 00 c a� v v i tU- 00 N 0 a E 0 x `o c c J N LZ U 0 U c•> 0 i a 00 i i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ 5 HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR / GYP. TYPE 'X @ (2)16d TOE NAILS @EACH END (U.N.O.) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w! (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r CHAIRS TYP. M ( ) °' 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE FOR ROOF PITCH >4:12 41UNDERLAYMENT WWF OR FIBERMESH ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR �� x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 ° (2) LAYERS TYPE I OR TYPE II AFF ° ° a @24"0 2 ) WW F OR FIBERMESH 2�� WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. _ - _ =I -I I (= I- m . e p ° I - I =III- I Ir I =1 I �I II I = o • 11=1 I �I II I I-1 ' 0 Z a ° ° ° ° ° ° a ° Q ELEV. 4-3 1/2' ° ° ° ° a ° ° a O ° A.F.F. 0 3 1/2" MIN. ° — 3 1/2" MIN. P ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. I— ° — — — I' -I (�_,I i _ - —I_ 11=1 I —11=I - I ° a 2x4 CONT. ° ° ° ° a ° ° ° o a g ° ° N — I e =T = I'31/2"(min.)- 4" - o e —� - - c • =I Ii=I (- _ _ - I�='31/2"(min.)- 4" - a •' - �I �1F 12 ANCHOR @ EACH - I �I I � 1=I -1 _h-II II II I I' ° ° ° ° ° ° GARAGE DEPTH VARIES ° = 4" �1=I � I LHURRICANE r - I I -I I -_ I ' I I�I (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W! METAL PL. UNDER EA. TRUSS g" a a ° ° ° ° _ _ _ I I.1 I I ( ((- I I I , ' ' I I I I I- ' _ _ ' =1I I I III=I I �I I I 111=1 I , I I ° a 9 - , II i i i�J� ,I r T{'.,41'' MOISTURE BARRIER (2) #5 CONT. 4" 114„ 8„ (2) #5 CONT. 4" TYPICAL INTERIOR BEARING MIN. INSUL ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP B U.N.O. MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc"� TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION "= '_ " SCALE: 3/4 -1 0 S3 "- '- " SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ` ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION, 5/8" OR 1/2" HIGH ALUMINUM DRIP cctttN�cJ��y STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @GARAGE ALUMINUM FASCIA \12'N.O. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Pcs t tEos�c�R W/A HABITABLE ROOM 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M�N`M�o s cot, 1 ()ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C r FOR WALL HGT. s 8'-6". (2) NOTE: 7 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1'x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT PLAN - #5 VERT. IN FILLED CELL rt 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL SEE CC/S3 OR i G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT x S BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR PLATE PLATE WASHER TYPICAL W IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE .-. TYPE "S" MORTAR WALL SEE GG/S3) (6)1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR E *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - F04 w/ (10)10d NAILS - r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED ;. BAR w END OF 2" x PLATE WWF OR FIBERMESH M � ARCHITECTURAL FINISH TYP. ASSUMED FINISHED ,= PER MANUF. #3 OR #4 REINFORCING BAR � ix2 PT WD FURRING @ 24" O.C. #5 VERT. IN FILL ' GRADE z N d ' ' ' z r ° '� FINISH GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a- [GRADE 60 MIN. Fy= 60ksi] _ _ -III—I I —III to p .. I —I I =1 I 1=1 I I o I I=1 I —I I I I I f_I—I I Ii (1) 1/2" GYPSUM WALLBOARD ( CELLS SEE MONO OR STEMWALL ° ° FOOTING MONO SHOWN o �, - - - A , • III —I —I - 25" MIN. LAP [30" MIN. LAP] g "'=1 II — o • (- I LEI I I I —T U.N.O. FOUNDATION PLAN FOR LOCATIONS 1x4 P.T. BASE NAILER o p 00 FOR CLARITY ° _ _ p p o ° o (= = = =III=1 = _ - - - P p a oo 6 MIL VAPOR BARRIER I I I I e I I -III -I I-L� - I. I I I I I I (- N z T I ' I-�-III=1� � R 1 7/8" #5 REINFORCING BAR I I I I=III=) I I=I (I _ _ -� I - _ III —III— I I— I I III: I I I I 4 x4 INSPECTION p ° III=III=III= =III -III- ? >° =III-III=III=III= I I- 2 i ° r 2 I I I I I �I I_� #5 LAP SPLICE (2) #5 CONT. -I I I11 I I N 3"CHAIRS ON 3" NOTE: g ° ° �I °' I I-1-T=IJI - 36" MIN. LAP [36" MIN. LAP] 31/4" BASEBOARD PORT AT EACH III III-1 =III=III= I (= C.I *- *FOR BEARING WALL - = I= I= COMP. SOIL. (COMPACTED TO I ° - g" 1'-4" 8" FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB -III-i W/UPLlFT ONLY _ _ _ _ _ _ _ _ -_ - - -___=i 95°!o MODIFIED PROCTOR ASTM T I,,fE=„I I 10" ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn = = =1 =III= = - = =III= =1 1=) = 1= I ,III -III-III-III=I —I I —III -III -III -III -III -III -III —I 1 -I -i D1557) r1 „�y r1-�- 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -i-,-I i I_ -I TI ;Ili I- - #s LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE ilTl-I LLJ CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR � DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 c SLAB INFORMATION. SLAB INFORMATION. c Z ce)_ 6 x 6 W1.4 x W1 A SEE PLAN c 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 _ ' ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 6 MIL VAPOR_ - ' min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M ter; ° 4. BARRIER 4 � • N ° ° ;r GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO _ COMP. SOIL. II e _ a co _ _ _ - _ - - - TOP OF BEAM &LAYOUT DESIGN (COMPACTED TO 95% �-�_ - MODIFIED PROCTOR=I I - - - - - = ii i Ti I-iTr r T - _ - _ _ (1) #5 REBAR w/ OP — SEE ROOF PLAN - - - a - - - <:: ' a �, �; �,I I I I ASTM D1557) ' =1-� II I I I=III= 11=SCRE�N_ENCLOSURE (2) HTS20 FOR STRUCTURAL AM SIZE .' _ . N --� �T I °i I- I_ „ 3 MIN. CLR. I�= I I� i � I CONNECTION INFO r I d�� �7 ch (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE I� U.N.O. DETAIL) MIN. W 2x4P,T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE I SEE A/S3/J/S6 rA 7116" MIN 7/16" O.S.B. SHEATHING TYPICAL WALL SECTION TYPICAL THICKENED SLAB EDGE L O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 w = 00 SCHEDULE Q OPTION #1 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > > w 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. HOLD GYP. BD. 2" 1/2" FROM SLAB 01-0„ J CONT. BEAD SEALANT u' ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5 Y2" SCALE: 3/4"=1'-01, S3 DEEP AND 6" BEYOND— : Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 161D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ° 31/2 ° COLUMN TO PORCH SILL H SILL w/ 1/4"x3" TAPCONS AT 8" � MASONRY WALL AND CONCRETE SLAB 14 O.H.D. RECESS z 13" E O.H.D. RECESS ° GARAGE " ATTACHMENTS & O.C. PAD FOOTING PAVERS T �g _E v 112 GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 1 1/2' " FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8 MASONRY WALL EXTEND FILL CELLS co EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE TO FOUNDATION PAD N MAT REINFORCING. ••' ! ' CONT. FOOTING STEEL r '' I —I I I .` '•.: ` :, ;. T—I I �� ` "' ''' —1 i— = 1-LL— •.`..,:...' '- `_=1 I =- '" - • -'I I -1= PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT -, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M Z &, - GRAD a a 4" I «� I— - . ; . '• __ I *' . ' 5 : oo I-TI=_ :. ; . ' 4 I TENSION 120#) CONCRETE SLAB _E =c�, = 6 x 6 W1.4 x W1.4 c� FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c�=I _ _ _ _ = a___= I d a• I=1 I I -III -III -_I' — '•: •,"':�'� I I1=I =-1_= "�• '' 1= I li • II I '.a. -. I —111=11 •+ - c °° WWF OR FIBERMESH T C .� = — — — — co = BRICK PAVERS or SLAB PER z w 0 W w 111=III a• —11=III=III , z -III—I I • '' -! III=I 11=III= I I =__ 0 0 ILL — I; I SEE A/S3 OR J/S6 _ I �h l i , I i— I I SEE A/S3 OR J/S6 - I I I I I ,� ; II I ILA 0'-0" FIN. FLR. COMMUNITY SPECS co6 MIL VAPOR —_— i' h _ — — — — - =- — — ~_ —III=1 I =1 =1 =1 ii t —I 1=1 I I- - Q = =III=III—III=III =III=1 I _ w III=I I 1=III=III=I I=III=I I FOOTING -1 FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =III=I I —I -III=III=III-=I=1 - I=I I=III I _III -III- BEYOND „ „ 1 4 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) „ 1-4 (1 STORY) - I I I I I I 11 ; ..'' '' PAD REINFORCEMENT -III=III-I i-,� 3" MIN. CLEARANCE 1' 8" 2 STOR ( ) 1'-8" 2 STORY) ( ) 4 , 4 .• ••'� SEE FOUNDATION ';� : '; (SEE SCHEDULE) FOOTING WIDTH - .� .. ' CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK'� TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL K"N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4- P-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. .r U z o z� z ci. V, (D w •V — 0 U-' IT o i U Cl) m W E Op — U M m m N S aj wig O O - `_ co U O ¢ N 0 O rn u- v co o A 1 B D® S NC D C .� N N Z W U) F IW LU LU E WNkLz co ,•���'ff L���. , ��• �JIM w •` �.0 wr ti O F E S S ti 0 �N\`,`� 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 - Residenfial 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 I Tampa, FL 33607 www.LennarTampa.com €oz fF v) U ¢ O R z o U Q Zwl� �Owz ��o J Z //�11`y�, _I o > U / �� 06 4 3 cu O z J W U Q 9z U O � a 0¢ N} ZZ� g��o z Z r-I UJcego J r-•I UJ = a z U W z 8�F N Q Z � Qz z=0 Z 0 � O ,-i a U) o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO' 4nO SHEET NO, S3 12 TYP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD ISIMPSON SP1 w/ (10)10d oo NAILS AT EACH STUD 0 N 2x P.T. PLATE r, I5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 5 I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. 00 AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS STD. 90A HOOK IN K.O. BLOCK gV� KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) �--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER :r SCALE: N.T.S. co Co J N �Ico MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL o K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES O SLOPE FORWARD --- El FOR DRAINAGE co 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) — FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. SL� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 8STD.90°HOOK J8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL, Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J CC T t.l.i > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d o SEE PLAN FOR FOOTING DIMENSIONS M GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. w d e a ° ° BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" I I SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR ❑ WALL ❑ ❑ CLT� DOOR OPENING DOOR OPENING EXTERIOR ❑ F111 WALL ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 1 V DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END a ° d WALL - d ° ° zll DOOR STOP w a d MOLDING z0- a 2x TOP PLATE v GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P,T. 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF v&,,4� ICE STAGGERED 10d @ 8" O/C STAGGERED FROM BOT. _� "�� ATTACH ALL SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO 70P PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALLri TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. �S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF �0� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE Zx STUDS TYP. Op SIMPSON HTT4 TYP. �p Oq U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 wl (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) a ° DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R, MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT I HDU TENSION TIE rN SCALE: NTS �S4 SP4 SP2 SIMPSON SP4 SP2 FF SIMPSON SP4 FF 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d dO d P.T. ATE \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON RECESS ` SP4 LINTEL / a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON / SIMPSON SP4 / SP4 SIMPSON SP1 SIMPSON-J-BOLTS SP4 -10d NAILS @ 6" STAGGERED io @ 24" O.C. MAX 2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a I I C d 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 C 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 0 o TRANSOM FRAMING BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. Z M _ o zC> z Q n v, z Q) C a--+ ram, � o .o LU N ZD (! I o U m o o N W p� r- U 03 M OS CO M sa; cJ o00 w "- i �o Ib Nno Q m � C �¢o B D® "� N �D v S O� N N ew N N `/ , `��mz wZ WW 9 w z U) r ii �LLo'a �? LU �" ca a w LU ' �M a a-1 z c to°' to "m. '°= o r` &L W • �' so 51 ������� • � 4�©t+�- \�. �r y�\tom To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz za ¢f f� W <�X ��oo oo�e0 zz � 2 yaw0W �� 0. N A '�` Zoo � CL Z 1121� �3 "0 o O Y J W � v, U) oz y.IR0 %5 9 V Lu a oa w 80_2 z Z Uj a K a Lu rl LLI di Q v� o Q a 2�- Q z Z <az CeZS °o m 0n 06 LU _ -�Z aUj SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO. 4x0 SHEET NO. S4 SIMPSON HGAM1( W/ (4) 1/4"x1 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 NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4° SEE STRUCTURAL NOTES — @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE TOP CHORD @ 24" O.C. FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CROSSBRACE 1 Od x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM ' OUTLOOKER EDGES OF 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 @ 8'-0" O/C. ' EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 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 SIMPSON H2.5Aw/ (10) 8d • • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 1Old 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 1 OdX3" @ 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 OSB SHEATHING ATTACHED 10d 6" O.C. "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ EDGES AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED . SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE 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)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER IOdx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 10d NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. 55 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)1 Old x 10d x 1 12" AT EA. OUTLOOKER 1 12" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1Od & (2)10d RIDGE FASTENED AT 1" 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 NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED W/ 2 16d TOENAILS CM 2x4 PANEL BLOCKING @ 48" 2x BLOCKING ( ) O.C. FOR THE FIRST (4) N BLOCKING, FASTEN WITH ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ 2 10dx3" 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" O @ SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 16d TOENAILS 2x4 LEDGER MATCH BOTTOM NAILS AT EACH STUD ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 10d x 1 12" AT EA: REFER TO DETAIL J ON SHEET S5 FOR r SEE STRUCTURAL OUTLOOKER X-BRACING, AND TOP r "' M NOTES AND NAILING CHORD BLOCKING N _ SCHEDULE FOR INFORMATION � �° °° SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE -WOOD TRUSSES - APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 C 2) Ot AT 24" O.C. ON TOP OF 1 1 2 OE 10d& (2)10d T/ BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 40� 1/� 2X4 PANEL BLOCKING AT EA, TRUSS JOINT " � (2) 2 x 4 LAMINATIONS W/ (1) ROW " " ( (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF (3) 2 x 4 LAMINATIONS W/ 1) ROW @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS 2x4 BLOCKING 24 @ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2)16d (D = 0.148", L = 3) OR EQUAL (D = 0.207", L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 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 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. M 7AX. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12 O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH I— 2X4 BLOCKING W/ Cn 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ - . NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D U C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r�8� SECTION g ADDITIONAL INFORMATION N t� �I Lo NI co MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT 31 L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 N CROSS BRACING DETAIL J > SCALE: N.T.S. S5 N 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1Odx3" O/C @J 2"x4" TOENAIL 6" O/C RUNNE W/ (2)16d TYPICAL NAILS _... ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. 0 12 (SEE SCHEDULE FOR SIZE o AND LOCATION) i 6.9 MAX. r." M M■ S5 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) a z M .1 LI w BRACING w/ (3)1 Old x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 -t 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE_U SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 15< � — --- — — 0 o T — o 0 v IZ O w ca o o ;. 0 4 d w O oQ X Q o w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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) 14'x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS %--CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=T-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 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 LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES AS PER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (D!P Z C) _ o z z 4 n U) z t/') C9 W M o •O W Of 0 �V) U 22 o0 m W F - U UUUU winz N M ,3) co cC`O-0M U 0,C 0 ,_83 �� a) <o i0no m u,g� M Q d B D• N�� N N N O ZS M n b Z W MNa�'DZ "'tw z w M C U) CL W > Z O InW ��¢ o CNO (ya VzCN vI W a N¢jNm M - A 0 6�l!/,o -" �e�� .° '` , . '••. F F E S SRO � \� 111111110 `�, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L IE N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 13 oZ 0 Lo Z d U�8U oocex =oil a f J j �v N 8Lo Q L N O) Z O f Z Z Q 4 w O J W = /� V \ I �•� o Vz oz o 0 0 Q � 0 c� N Z Q �- Fo z ,-_ o 3 0 � W Ln W Q W � Z ¢�W� gF� N Z �¢Z ZS m Z W ° aw 06 g = .__I 0- cn s SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. S5 m i I -o v z 00 0 0 N a 00 0 0 to N I 00 Q 0 3 Q N 0 a E O 0 c J E2 15 0 v U 0 d- 00 N -1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X4 (UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION MAX. 8" DO NOT DO THIS ` 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) �' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 3/16"� X 3" LONG FURRING FURRING FURRING 3/16"fl1 X 3-1/2" LONG #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16" TAPCONS (TYP,) TAPCONS STAGGERED 2X8 TAPCON. INTO STAGGERED @ 16" ` 1X8 P.T. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 1 DETAIL 2-ROWS INTO 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� 3 DETAIL STD. 90° HOOK (TYP.) STD. 90" ` �'I @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16"RIF 1X4 P.T. O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL 1 X 4 7F7 Lill NOTE: LAP SHEATHING TO EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR DOOR JAMB (REFER ( BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 J FURRING TE _ 2X8 P.T. WITH 3/16"0 X 3" +2" NOTC @ FIRST COURSE ' - � SIMPSON HG2" SDS A @ W O.C. w/ (4) 1/4x1 1/2"SDS SCREWS LONG TAPCONS 2x P.T. AS REQ'D P.T. STAGGERED @ 16" O.C. 2X8 Alt*2x INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL +5" NOTCH WEB AT THE ` FIRST 2 COURSES LFILLED BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS rC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A_A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES soup w/GRouT EMBEDMENT INTO BLK.) 1/4" MAX Z-0" 8" a ,r 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" 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"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE (4)10d NAILS INTO BRACE(S) INSIDE TO ALLOW FOR INSULATION 2 x 8 BRACE/ BLKG. a TO BE INSTALLED 7/16" OS &\ CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER of RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA, END RETROFIT TRUSS DETAIL OVERHAN • CONNECT W/ 8d NAILS BRACE/ BLKG. :... N.T.S. 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'%," WOOD (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" XO TO TRUSS TOP CHORD �FRygN r O.C. C G FN 1-05 -Orr SCALE: N.T.S. SS 12 + + T y PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + + BLOCKING AS . ° INISH FLO _ 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >• > „ EMBEDMENT INTO K.) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° ° o.. #5 BAR a ' BLOCK HEADER 2,_0„ 8„ SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + SOFFIT + + , . ,• , .'s D °' p• 9' 10, ° b ° CENTERED W/ "o IN TOP 1 X 4 FURRING . BLKG&BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP ► ®s EACH TRUSS a ° o > B .' ' KNOCKOUT / iv ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2x s� s CONNECTOR — d ° MONO FOOTING - PROVIDE 2 8 DIAG, BRACE B PROVIDE (2) MIN. _ .°. °> x CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° o CLEAN FILL > 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 6 z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °. ° STANDARD o 99 HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL ° � � ° � �' ° � �' � ' � � ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . _ • . . ., ., . ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" , , , � , f �° �I s° ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C.r FOOTING SIZE AND PER INSTALLATION DETAILSSTEMWALL B_B ARCH DETAIL rK SECTION @ ENTRY rL SECTION @ ROOF EXTENSION K"M_� REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. 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 CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER DRILL 3/4"x5" MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD >- � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 1, 6 -0 EPDXY MIN. 6" EMBEDMENT & O) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3 MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , �E r , v a REINFORCING AS FOLLOWS: I I= — I I-T a 1 * SEALANT T BED JOINT. D FURROW. PLA E LOWER HALF OF MORTAR IN JO N 0 NOT c_ o o = J , #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ o , I I — EXISTING FOOTING (2) #5x6 IN CONC. *MORTARII WITH PE HALF OF BED ND TR TROWEL COVER PANEL UP RA 0 REINFORCING PANEL I Q = rn ,.c, FILLED CELL L SMOOTH. DO NO FURROW. - °. II � o � °. � � N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. , —I SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p ° `p O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: `4 " REMAIN FREE OF MORTAR. _ z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. f 2 o ; TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ' (2) #5 REBAR. MIN. 3" TOOL BEFORE TAKES FINAL SET. (REMOVE AND LOWER 16" MIN. EA. WAY SOLID BLOCORTAR WEDGESNTS FROMnOOTH COURSES OFE, KS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 oo,COVER A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =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. C4 �_ M 0 Z N z� n U) z cn (D � w O W m o ►- U Cl) m W 1E — U N M Cn M ` a _ O O N C W LL 0 7 co 0- C:,¢ Lo V Q O Al B D® NCB p.0 N N Q M m - ONO Z W MN� 0 F� z JT C U) Wu> N W um -rg Z O ° t$¢' o Z N � E�� z W Q N ¢ M A www. O O • ° C7 ° 4 d "� O F SS�0 01��� // fls9!l4+6ttltt 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 oz t O tu a9 f� aCt= W UZOO i Y = z WO �oz0�Z O—J W J i uj OAT v�U0 z L, ^ L.V z }o ,> LL � z a V 0O N -� z "a �- W U 2 J _J �I 6Fo Wilma N W r a 0 z<z;� Uofge ^ oo � Z 5 o LLI J ri Lij LJj Q a z o z N� Q Z Z Azo co Z ��((' Uj no � 7 = of V) o SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSSi 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX &EACH END ALTERNATE , DIRECTION TYP. , c a> v x g d- d- I x 0 0 0 �- I 00 ��� WOOD TRUSS -' A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE �� %1:71�y�i�/� 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL � SCALE: 3/4" = 1'-0" DIAGONAL - AT 8'-0" MAX rri c.- i vu lw �i--w� i i i wvv r v w TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS &PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & $CHORD TRUSS SEE ROOF PLAN � SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Gz OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS ___-__- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER ACK USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP &BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) � 2x8 #2 SPF RIDGE BEAM „k „� 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END - NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE 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 � ; MIN. 2x4 #2 SYP P.T. PLATE > '. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE � 0 16" O.C. MAX. INFO. ° SECTION ENTRY 8 SCALE; 3/4" = 1'-0" SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFc (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING. LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) 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 aC� RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = 1'-0" SEE PLAN iIMPSON HUC410 w/ (14) FOR CANT. 6d INTO HEADER & (6) Od INTO BEAM -SEE tOOF PLAN FOR MORE NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'[) ONLY WHEN COLUMN SIZE & BASE 0 PT I O N A SCHEDUEDE/PLANM O PT I O N B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT �a� 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 CANT. IF INDICATED CORNER � SEE FOUNDATION ° PLAN FOR MORE INFO 5" X�I' 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 aC� FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=1'-0" SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. lC� TRUSS 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 a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL .� � � 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. . TO GABLE TRUSS Q � COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = 1'-0" EXTERIOR ; ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a� ENTRY FRONT WALL SCALE. 1/2 - 1 -0 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 PER NAILING SCHEDULE FOR ADD TIONALVINFORMATION SIMPSO(� LUS26 w/ (8) 10d NAILS � OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOFNVALL� SHEATHING ATTACHED PER NAILING SCHEDULE C� 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---� � (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: 3/4"=1'-0" DETAILS &SECTIONS ��r z� 0 -� z� z Q `� z t/') C.9 �_ p �V — 0 "' � � o �� U o 0 m �- W � F- q) M m M �� C..) oho �"� �o <t Sao m �o A 1 B D® ��°B°° N �D .-+ N_ .w � � � v � O N N Z lil M��z w z° � �. � j �'J- o W a � " c.i � �' a W V >=LLo �W -��� Z N o�� � � � � � Z � Q N a M� Q W o� � o t��%���li ❑ ❑ ��ovti Iry ��>/ �`�\��y\� .` q-�r'�ySE• �'; ti `� :� G --� � e to : -ti► = � ' ---� h� � Q • S -: �, .,' J r. 1 /a�����/j�'A� O`F E S S� O ,������ ��/�r/�tl 111114tt����' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �� 4600 W. Cypress St, Suite 200 � Tampa, FL 33607 www. Lenna rTarn-pa.com �o �Q fa Wa�� zoo Z��� U �wz L Y � J a � a�� � °��o � Z L � O z� } U Z ��// I— � � Li— z � u U �, � � � -p rl W C/� � OU "a a � W = Q1 � C/? J o � Z �� f" � i- 0 � �o� J x,� � � w�m� � N � � ZaZ¢ W�a� � � Q¢w� �o�o Z h �o�� J �--� lii � LLJ g Q a z o ~�a S~o � N Q z Z Q�Z �, � °° � Z � = o --� � � � oo g .-+ a cn o SCALE : AS NOTED DATE : 3/15/2018 TECH : MJAM ES VERSION NO. � . O SHEET NO. D1 c v �v x 00 00 S CV Ct- cc rn it v 'x 00 0 0 J N 00 co C� CV t[ M WEATHER j� RESISITIVE 1y BARRIER TAPE (ASSEMBLED W NDO ) 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 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 WEATHER ✓E BARRIER & tARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOKE UNDER DECKING (SEE DETAIL WP07) ED FLASHING 0 �o SELF -ADHERED FLASHING E AM io 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 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 1 2 4 5 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 O SELF -ADHERED FLASHING ■ , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) rem a 0 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ • FOUNDATION WEEP SCREED DECK JOIST , OUTSIDE CORNER , • Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy, sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED ■ NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 zo - C, z� z at � w CCS o Q w � C) 22mr­ (� o 0 LU E F-- - 8 N M � M EMI _ O o 0 LU_DO0 < DO ifloa ov �a M Q o B I D. N W 42 o M cl� °° W $�a Z_ � 2, ` � 6 z r LLL p W .; " w �CO a OR - = M 10 Z W 0 4 vI 'W o � WLZa"COP2 d W N Q M A A o � U O WWW.FDSENG.COM 0 CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o W� Zoa F Way Uz00 zLU O Z Z CJJ a oD Ot��N J tE LU Zz L ^Q o CS 2: z �/� LL a 1 , 4 �y a O 0 "a V E LU _ rl �� �R0 L1J I- XgSo a u,og PV <n� N ­ �W� a 0 JJ z rl ra2 � aw- J �--1 Q Z LLJ ¢ z o Z ^^,^^'' W Z V) Zg �Z 0o g = J SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION No' 4n0 SHEET NO. W P - - i , ,. � ,: n, r�,. (,ib,��rl� .i,i'iul,..r ,u- �c.r_ic r.- (.ia _I, T-fl--„'IT- I- I T���T�� � N ..0 cn C0 -�-. > U N O -+-' _0 Q O .� U � IN I C ® L O N March 20, 2018 C Q CU O � Li� > O Re: Wood Construction Connector Corn pllance for 2015 International Codes & 2017 Florida Codes • - a) C) }e Q ICU 0CU To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 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 I -Codes and 2017 Florida Codes continue to accept code reports snowing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/302018 wtien it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronde.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dvdBDVy Engineer, Southeast U.S. Branch Page i of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 www.suonde.com W Z �_ O L O Lll� U O L V/ U m O L w� �� z J z a SHEET NO. PA 1.0 h ,mod A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2806 HD210.2 FL17232.3 ESR•3445 HU210-2 FL10856.4 ESR•2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD218-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR•3445 HU412 FL10856.9 ESR-2549 H0610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FLt7236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS16 FL1045622 ESR-2813 HTW20 FL17244.8 F-SR-3455 HTS20 FL10458.23 ESR-2813 HTW24 FLt7244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.28 ESR-2813 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTVMA20 FL6223.2 Evaluation Report HTSM20 FL11473.t1 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required b Florida Statute 553.842 and Florida Administrative Code 9&72 lease provide the information and approval numbers on the building components listed below if the will be utilized on the Y � P P 9 Y construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTro FirberClassic and Smooth -Star (NON -IMPACT) FL20481.1 +67.Of-67.0 psf TfiennaTru Firber-Classic and Smooth -Star (NON -IMPACT) PL20461.8 +67.0/-87.0 psf ThennaTru Firbar-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThennaTru Firber•Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0l-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-87.0 psf ThennaTru Smooth -Star and Benchmark FL15225.5 +67.0/-87.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7840.1 +87.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0l-40.0 psf PGT Series 5570 FI,251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors WS (SX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0l-30.0 psf Clopay Building Products Residential WindCode Doors W8 (SX7) PL15279.85 +3g.0/-42.0 psf Clopay Building Products Residential Windt,`,ode Doors WB (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division ofAADG, Inc 807,707,727,747,and 847 Single S Pairs of Doors FL11537.1 N/A (see list sht) 2. WINDOVvS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 - FL15351.1 +40.0/-50.0 psi C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI VMndows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 • FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco,inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Borel Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.18 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GulfLok 18" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15078,2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N ) Co (� � � .0 � O a --a L (D � O 0 � a— T-�1 I— �W y' U -6-u N � T�� 0 L • 0 � � � O O L _ Ocfa ' ^ O v J ^, C � O W � 4— F r /1 C V ) .4— V J /1 �. _ > /�� CL a— Florida Depaltr7bnt of Business & Professional Regulation Building Codes and Standards Pop 1 Product Approval Appticatlon Detail va2ole pp Florida Department of Business & Professional Regulation Building Codes and Standards Paw + Product Approval Application Detall 1=10 Florida Deparimsnt of Business & Professional Regulaltim Building Codes and Standards Paw 1 Product A Y mis Approval Application Detail Florida Department of Business & Professional Regulation Paw, d 2 Building Codes and Standards 11=10 Product Approval Application Detall FLe2ess1.R2 Q9Ite Enter Date go 2alLbDdlm DNa 1Jme Yard, mele�mae Contest ffnak e&Nines ValWabdter ydiod E! FOG Aoo®td ateaa Revision 2017 Therms-Tru Corporation Rick Wright Lyndon F. Schmk6&M , P.E. Ryan J. King, P.E 101117 OTM2/2017 10110=17 12M212017 Approved CaMgay: Exterior Dome (419) 298.1740 PE•43400 (619) 787-M e1lbLa• 1pary: Exterior Door Assemblies IIckwilIIwhldpCOnNltela, Compliance Metluod: Evste lion Regal Porn a am Florida Registered Ardnad ors Uosroud Florida Professional Engineer FLA2066142 Products Qu,ft A Assurance A r Use A teteaL Design Eese s�cr a 1. HVHZ Outside HVHz Eesetent pressure 88 burghs Single dquot; Opaque 12/312020 No Yee No WA 1 e. Thames-Tru Ffesr-Chaeic and Smootlr-BW Composite to Edge Compdeib Edge FBegtess Single Door OnawWuyOub,Mng; X oonquratln) Pli7yta1,a2 rat EDImLor, Dote Qate a Date LM! Version maid fach gn S KRObow a Lamt VNldmd By YNmtld SubleMd Apmmrd ateha Revision 201] The gory; Corporation (Rick419 298-1 Lyndon 9 SdrmMt P.E. Ryan J. King. P.E. t2M312017 12/132017 12212017 PanWrg FBC Approve Category; ten Exterior Donn (419) 298.17b PE�3409 (813) 78741566 e�ancry: MethoSwingid Inborn a rkxw®nvbapcenauara. ala4o Report OaatWiaree MaNat Evtlaan Report pomn a mom Florida Registered eednloot or a Licensed Fonda Professional Engineer FLa2esH412. Sd10e Endow or Dote gate DNaPJmNm Do TIM Version meat Stem Emtees[i6lesm Validated YSIWaWIIY I PBSES9aroal Asepyd Iwo Revlon 2017 TMmq-Tru Corporation Rick Wright Lyndon F. Schmidt PE. Ryan J. King, P.E. 10/152017 071122017 11111812017 121122017 Approved Catopq; Exterior Door (419) 299.1740 PE-43409 (613) 7874MS Su6GMgory: Swinging Exterior Door AwmbBas ridnPQWbldgeopouaame. Conpl arm MEhed: Evaluation Reportfrom s Cons Florida Registered ArcAIMU or a Licensed Florida Prohalanal Engineer FL021101412 Products Approved for Lt- Aso Use IMBO mNm Aw Product Model. Number or lens. Product Dredptlm In HVKz Outside HM Resistant Plasmas 6qud;No Single tBquot; Opaque 121312026 No Ya No WA 6 L TTerme-7m FlberClassta and SnmolfBMr Cominal posite Edge Sigh Door Composite Edge g; X configuration) (InwNnglOubpving; X cerufiporaden) Fla20eaf4i9 full! Enter a Date Date Dote e<dlm no TIM version mamdeetica Contest Ec6drr &Malone Ye t Yaikbw Sam FING Aplmlrsl Amend Awn RevMlon 2017 TMmra-Tnr Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J, Kin, P.E. 12/132017 12JI32017 12212017 pending FSC Approve! Subpay: Exterior Sw Ooon d** 298.17b PE-49409 (813) 78741666 Subcategory: Swinging Exeror Door Assemblies nkltyl@nwbitlgpoPuams. Cow Method: Evabalen Report hen a cons Florida Registered Arohled w • Licensed Florida professional Engineer F1.220411,140 Products Fla2a4a�.Rs Smda aDdate go 20 211tE�o 2ok Tim Contest anab [ildesess Vawreav iew Rev2017 TMmu Tru Corporationft n Rick Wright Lyrd0h F. Sddr dt, P.E. Ryan J. K P.E. 1 52017 0711Z2017 10/18=17 1 APPMW Cabeay; Exterior Doors (419) 29&1740 PEJ7409 (813) 767-0665 SubGabgwy: Swinging Exterior DoorAefamblas rid1cma w6klpoomiceents. Florida Registered Architect a ai Licensed Florida Professional Engine FLs294614l2 Pundusee l�LAWIrsOes Ao�dtgcWe A.tIN te� Deeste 121111 product Description In WAR Outside HVNZ BgaNM Pressure p t. Therms -Tom Flber�laeMc and SmoolhSMr Nominal tit E40 bwgk s Imp&Single Dowd; ONzed 71/312020 No Yes No WA Com(Irw n to Edge g; X comig 8kgis Door (Inarrinyvpg; X ooniguradern) RaI01N4tl rak allow Date am mtePcalm QNe Omit Ymtea maMdesaes[ 2909 andooLLWN M validatedt YeIItlM1tl M l AeeesYffi x" Revision 2017 nu m Tru Corporation Rick Wdghl Lyndon F. Schmidt P.E. Rysn J. King, P.E. 12M32017 12%32W7 121212017 Panting FSC Approval Category: Exterior Goon (419y Z9&17b PE-49400 ($13) 787�55& BuhCabgary: Swkginp Exbriot Door Assemblies rkkw�nMklpeonsulems. Compliance Ised: Evaluation Report from a om Florida Registered Ardybd a a lJcensed Florida Pndeeeiwwt Fnpieer El0204111l$tEroduaft F _ End[, or 211a 2NE Dab pending 20• mm Version canted VaHd.e.d M V g j� Revision 2017 7hmWTru Corporation Rick Wright Lyndon F. Sdunlot P.E. Ryan J. King. P.E. 10115QD17 0711=17 lommo17 12/122017 Approved Subcategory: Swinging ExMdor DowApemoliq dd-orw 17�w ft PE-13409 (813) 7678555 CO."Cmp6anoe MNhodr Evaluation or Luamse Floridari Cm Florida Registered Arched or a Licensed F professional Engineer sinssH4le Produaa _ _ eo�cd>�Ues Approved lx Ilr �tProdualt � oullhbwAa � 14 n. ro tesslaand '0 111J12020 NO Yes, No WA Composite Edge Ploerpisae Skgb Door (InmA010 eavkrp; X cerllgpration) FUN01114t3 Sade ENIaLe[ Dote DNa Data pending Dote IySe Version mesYYmYgn Qmla'& apahea[iL� valte.eed � !(almeted arOMIMd PECAonroxtl Apep>mY Eteaa 17 tense-Tru R Wright LP.E. Ryan J. Keg, P.E. 12/19@017 11/192017 1221I2017 dig F8C Appn Category- Exterior Doan (419) 296-1740 PE43409 (813) 7874f555 BubCoNIM; Swinging Ededor DwAssemblia ddwr®rwbkgwmulsma Co poi rc Method: Evaluation Report from a oom Florida Replelsred Ariddted or a Licenptl Florida Professional Engineer aAgat11Ba$aam 9wYafA Aonom dlELes AMMmdlprJtea telesm Desim �Assaem A for Alrgmed for Use bw neon 91amlAW�O Aes�UE A...," for IM= Desm PLe204614t9 Product, 1es.a Product Iammi outeme.IOQIi f Prsesurs S ea! Pis�ArmBesrddon te}Etgi D,rmme.mdY E Plesaax 19" ffiH1ali .tlOtlE la6rtetent promises Qumft Assurance U 1 a. Themes-Tru Flbw-CNaslo and Sneotl!-SW Nominal SAM;8 &quatNon4mpmd&gL of Opens 12/31r"i Composite Edge Fiberglass Siogb Door (Ireew0outarMg; X configuration) No Yes No WA 6 I. Theme -TN Fiber -Classic and Sneogn-Star Nominal $W9;0 aquoFNon•hrlp@ctkua; Opequs 12/31=1 Composite Edge Fiberglass Single Dow 0nswinoMubwing; X configuration) No Yes No WA 9 I.7Mmw-Tom Fiber -Classic and SmoothSter Nominal 68/39A 8quotNon-Impaet8quok GWW 12131=1 Composite Edge Mborg use Single Dow (InE nlinD lowing; X codgunlbn) No Yes No WA S 14 Pmdrx;tModN. Mumhar a Names n. Themme-Tn FDerCNs►k: arid Smooth -Sher NanioE Slim"o &quotNOMmpactNud; Glum 121312021 Composite Edge Flbeglm Single Dow Aonroldte[me Aponmrdln[.14a lteses3 Jpvg�j for No Yea No rimm Daum priewl WA Smmhcru& Sasaah Cribri. (I rowwrg: x coneountian) Florida Department of Business & Professional Regulation page 1 a i Florida Departinelrt of Business & Professional Regulation Building Codes and Standards 1 aM,e Building Codes and Standards „srM,a Product Approval Application Detall Product Approval Application Detall Florida Department of Business & Professional Regulation Papa 1 or 1 Florida Department of Business & Professional Regulation page 1 a, Building Codes and Standards 1mals Building Cones and Standards 1/SwIll l' 522SB! Sesak IYas Ymten matubilu c Ent10Le Contest EmaaSsLi— Validated By Qom. bete Ya9skiliad NOW Dete,Pemam � FRICAm[mMl Approved Stead f1:14�d0 mde 111es veolon mmmd bon antlsL9i contest amlsese, ILLI— Validated by Dote !� Yddod Alligaft Qom � PECEootlmN Aoproyd EteaM Product Approval Application Detall Product Approval Application Dstall Revision 2017 Therms -Tom CorponlM Category: Exterior Door aubCabgory: Swinging Erdeder DwAeesmblw Compliance Ilednod: Grti6ceden Mark or Listing Rick Wright Nations! A.cpedWbn& Ryan J. King, P.E. (419) 2WI740 Management Institute (813) 757-=5Does rkkwarwbldgconsWtenb. cem 12202017 OOM2017 1=2=7 Approval Rwisian 2017 ThsmntT. CapMan Category-.w1aExMbr Doors subCWgery: Swln�rg ExtertorDcerAsaembles Cmplfence Ilstlno h Catlflalon Mark or Lieft Rldr Wright National Aocedbtlon& Ryan J. King, P.E. d*0 mehicib ManagementR InNaute (813) 767-0655 rtdnt+ywOMpcwru�b. Corr 12/2012017 0Wl12017 12222017 Approved Qda 71gn Verses Rev alon 2017 maMdrAesc MI wWndovn and Doors EntalLm Qpntem Ermines, .iLlesOes YtlflYd.AG Brand Sanger Luis Roberto Lama Sown M. Udcb, PE Qete Dote YNmMd Eyes MI &M17 O&1112017 1� FdQAmrIDm Approved Eteaa 08115=7 VY102017 Approved FLOISM&M .SAY! Irae Yersles Revision 2017 WOY1es41rs[ MI Windows and Doom EndOLe Qmtefd Emlmt4.Lfesese YesYaesesL Brent sawLuis Roberto Lomn Sown M. Urioh, PE P..N- D!! ! FOCARDMw Dote. YNIdNd EtOaald ! AppmYd 081132017 W112017 08/1&Wi? 10110=17 Eteaa Approved Cases": Exterior Door (717) PE-82574 (717) 317-0464 Category; E)arbr Door (717) 386390D PE4i2514 (717) 91741/64 SubCob: Soding Mderbr now Assemblies ecry b*Mhgeamkvd.can Subcategory: Siding Ederlooa r DAseombles Qm belingermiwd.c iKD Puwam Modm. Nu.Mar a Reues p %gnu A In NVHZZ OUNIM IBMW DSE Resonant 21" Pressure,BLgJr CURM Assurance,Am"wed Ales Aesro](ffiffi!te! In.HV Z l� Desten 9lWM&NtiE EesWant PrsaMla CanpbanceM a Evaluation Report from a Florida Registered Architect or a Licensed Florida CmpDres"I I Evaluation Report earn Florida Registered Arcdaad or a Licensed Florida 1 a. &quotCtealo-CMtBquo; awl &quotBenahmvk by Thwm►Tnrdaot 68 and so Opaque and Glazed Flb*Mh= Door with 12J312021 and without SMeRa. hawing and OubwMg No Yes No WA 5 e. &quotSmoolr•Snr&quot and &quotSendanark by Therms-Tnr&qual; 818 and &0 Opaque and Glazed Fiberglass Dom with 12/31=1 and waloE Skeaa, hewn and Outowhg No Yes, No WA Pmfenlonal Engineer Professional Engineer Quash, Assurancut Aponnod for the Approved for IMF 22MM Qmaft Assurance, Aanrevetfor Use Aooro7fdlist Use based melt EmEProduct Model. Number or Name P.ia&Mt. In Hym Outside VHZ gnmW pieeeurs .aeaY Prodwed Model. Number or PMeAVA Description Contract Expiration Dab telffiE DeV&btntlz Bobws� Pimple Giants! 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 121312018 No Yes No WA 4 SERIES 420 ALUMINUM $Go REINFORCED SERIES 420 ALUMINUM SW REINFORCED OX,/2012018 No Yes No WA 14W4&quot;xg$&gwt; xo, xx w&quotxouwot Florida Department of Business & Professional Regulation pops 1 of I Florida Deparanerlt of Business & Professional Regulation F.P, d l Florida Department of Business & Professional Regulation Fre.1 a 1 Florida De perflneM of Business &Professional Regulation Paw, a 1 Building Codes and Standards 11NMia Building Codes and Standards +tarnse Building Codes and Standards anomie Building Codes and Standards 1/5=1e Product Approval Application Detail Product Approval Application Detall Product Approval Application Detall Product Approval Application Detall Pial143LE$t RM EniteLer Q� mta Data pending no t3&14ZrlBS 29de EDder_or gate gate Data pending QNa FL#153 4%4 &silt Ent*) or no Qnte QeatPedlm gate SAdt Entity or Dona 11311 Dsopwm*p Dote Miss Version mamdimmm capeat Emloes[ALJossuse vdwdl . Yddrsd Sty PB4.Awreet Aonrord AN" 101e rirsten magailwhim canters EONcar&License V.NddwBy YNIYNd Submated PWAonnnel Anoroud Eteaa cn 1112e verses guld"ItE 090a ZOWNKALMM ValldeledEx YNldntd alOmmd Fee AmmYal Approved Eteaa I= Version mmldKaX rawd Erd—A, Llesnes Validated By YNddm AMbM d MAwomal Aoomtd $teal Reuben 2017 Ckpsy Suldig Products Company Mark VVaarleid I.WM Turing Servals NA, Gary Kohler 1Irla2017 08/102017 1ZV M17 Approved Revision 2017 Ciopsy SuMhg Product Company Mark NMtat" Inbak Testing Services NA, Gary PMrhfer 11/=D17 09/111=17 1210=17 Approved Revalon 2D17 rat Windows and Doors CaMpory:6deriorown SubCdWW WdkV Exleria Door Assemblies Brant Slander Luis Roberto Lomsa Steven M. Urich, PE (717)38633W PE-2514 (717)317.8454 MMm9er®m hod.com 0&132017 0a/112017 OeM62017 10/1DwIT Approved Revision 2017 MI Wndoes and Doors Category: Erador Dom iubCeMpoy: Sflarg Effirbr Dora Asesmubles Brent SMager Luis Roberto Loma eleven M. Urirh, PE (7m 36543M PE-02614 (717)317.9454 baMrrper®mhvd.em 08/13=17 081112017 owidmi? 1W102017 Approved Category: Exbrtor Doors eubCalsaorlr: Sectional Ederor Door Assembles GanPilanta awned: Cartl6cetiorr Mack or ListIn9 (513) 770- M2 inn (513) 5194 M mwssterBeMQdoWY.com Calseory: Exterior Doom Subcategory: Sectional Exterior Dow Assembles Compliance IN 0 CordlooWn Mark Liking (513) 7706062 Inn (513) 51 MM MWOONKBeN®dopay.c0m — Cmplrrw Meted: Evaluation Report ham a Complrrce Report hens a Florida RepisMred Ardlled or s Licensed Florida Protasional Egiee torkiMalloch *W or a Florida ReplEared Ardlted or a Licensed Florida Professional Engineer Quaft Asagavoce Approved for Use Approved for Use te@esi Deslm Queft Awroverhoe Approved for JIM Approved for laged melon cz Sea 22003dx a InNVHZ OrdMdeHVHZ Bahl" pressure Sea! cnnaeAsoaked- Dab mmB>Z DatelesimE awWaol Pm 37 037 wM-09 PAN-2F761: gat, 94, 73, 75, 1500, 190, 78. Steel Pan (ruin. 25 go.) Singe-Cor (up to 97 wide) 050MIXI8 No Ya No -30 PSFI-32 53 053 W&16 PAN-2F163: 84A, 94, 73.75. 15W, 190, 4RST, Steel Pan (min. C . 25 pa.) Doubleor (W2'to 16(r 05021=8 No Yes No .30 PSFAW �_� seas Product MedN. Number a fear P Approved for tin Aped In mR Cut"tlmli for use IMRO 21" pmmff Ses.! ProdustModol Nanrher orNorse 9fam)LAO p � A,l�te! AmWJ In IJjJt Z wino! t M ow Rift76V, OutWdtHVHZ Resistant pnyyM 4RU, 4RSF, SIM. 6RSF, 2RST, 49, 42, %486. 429, 5SS, GDSS, GD5SV, GROS, GR5SV, ARSE, AR6SV, WINDCODEaE174; Wit Games Door PSF 4RSF, MST, 6RSF, 46.42, 55. 480. 428, 55S, GD58, GOW. GR5% GRSSV, ARMS, ARSSV, EDSS, ED5SV wide) WMNDCODEM174; W6 Geroge Door PSF 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12/912018 14&3/4&quot r80&quot NON -REINFORCED No tea No WA 2 SERIES 420ALUMINUM SOD SERIES 420 ALUMINUM SGO OX, XO, XX 12I312018 986quotx80&quot NON -REINFORCED No Yes No WA EDSS, E06SV 0 caaaaa Florida DeparaneM of Business &Professional Regulation Building Codes and Standards ldapa, a, 115=18 Florida Department Of BI18ir1eas &Professional Regulation Building Codes and Standards Paw i a 1 1152015 DepaN7>oM eQ Florida of Business & Professional Regulationepartment Building Codes and Standards Paw + a 1 ,lmrmis of Business & Professional Regulation FloridaFlortda eg Building Codes and Standards Paw, d, 1anOn m — Product Approval Application Detall Product Approval Application Detall Product Approval Application Detall Product Approval Application Detall CU U es — l Qda anYac9i Dme ate Dateeaodim Date BM Version NaMijillaM Canted ale !near a lousse Validated by boated aaammd FVC Aow vd Ammad eswa Revision 2017 MI Widows and Doors anon SMnwr Luis Roberto Loma Sawn M. Urich, PE W13/2D17 0&M I12017 08/162017 10110=17 Approval CaMgory:Exterior Doom (717)355-M PE-02514 (717)317-8454 SubCragory: gilding Exterior Door Assemblies beMngs miec.com Compliance Meted: Evaluation Report 9om a EL12614g1 D anYa m d< Le Nt Rafe Data eemm Desa MUM, )torten mesltakmer contest Epalesal Llama V rfid d N Yaw" Submitted EEQARKUA Etuba Revision 2017 PGT tedusMn Dan Ruark Mbml-Dade 8000 - CER MWm Wade SCCO - VAL 122=17 1128=17 12282017 Approved Category: W. SlrDcon druar pillin0 (786)916 BubCeMgery: Sytlkg Exterior Door Assemblies dnurk�pgtlnduWiss.em Compols—Mstlrod: GAncetion Misr or Liking "1a7417 Endow or Q� QMe DatePeM9m Dote Qs� a I= Version males csrdoet amk~ A Llesnes Validated By Validated Subleased ImQAwrowd Aonmseed a" Re'+�^ 2017 CURRIES Dlvisbn of AADG, Ire Docile Dow UL LLC Ted Summon, PE 111302017 l OrA=17 12/05/2017 Approved Cabgw. Exterior Doors (641)491-2844 (305) W84707 Subcategory: Fxbrtw Door Components tlavatlbdlc@aceaebby.w Compliance Method: Gntaoa6dr Made or Listing m s&!le EDdOL9r QNa Qtes mte.Ptamlm QesL Irat version mamrbatww Comm Erdd. &l i� Validated IN YNmNd EubmMW PECAmro7N Aopm ad mom m Revision 201T kill Windows and Door$ arantSlpger Amerman Architectural Stevan M. tkio22 h, PE 192017 12(132017 VNdaw CMgQT. Widows (717)365-33W Mnufapurers Assodalon p17)317-8464 eubC+tsgo7: SMgb Hung tl.cem Cmpaance Maered: Gdacelon Mark or Listng FloridaRegistered ArMlsd or a Licensed! Florida Flores Regi red Ate FLa116a7417 Product, FLi"74� Products, E PLe261.R29 Prods Ap0[QYd for Use Approved for Use lmaw moat, Quality Approved for Iles Approvadfor Iles N= Design QuaWASaffom AoomvAd..ftrAlft Amy know mNm Y Product Modol. Number or Now Product Description Contrad Expiration Dab In HVHZ ouldde HVHZ Rulabft pm Ems P sAoaemga a InJ� OulaasHVHZ Besmot premiums Ens! 1,HVHZ. outsidemmi SesiNant press— MA 5 SERIES 420 ALUMINUM 800 REINFORCED SERIES 420 ALUMINUM SOD REINFORCED )COG 12G12078 tar Use A ApApproved In NVHZ CLAIMS No for for Use imam f V Z Yes N0 D! Presidiumshollow WA 10 SOD•557g 0-age Missile inpad) Vinyl Sliding Glass r QY1N2021 W 1 W. 707. 727, 747, and 947 Singe and Pahl of Dam Flush, Glazed, and Lowered single and pairs of 12r31Q= MOW doors. Yes Yes Yes WA 2 185 SH 52rg4 FM W"" Frarne KkW SkgM Hung 10009w a hb Yes No -w-eo Aumhgaa Code Vorsdam 17 143Equot7r9S6qucuoI;t < - Florida Department of Business & Professional Regulation Fees 1 a 1 Florida DepaMl®nt of Business & Professional Regulation F.w 1 a, 0 Building Codes and Standards 115we Building Codes and Standards 111=1e (W Florida rtrrterd of Business & Professional R Depa Regulation Building Codes and Standards Few 1 a 1 11541o1e Florida Department Of Business &Professional Regulation Building Codes and Standards Pap., a, +/smie Product Approval Application Detall Product Approval Applictbn Detall � Product Approval Application Detall Product Approval Application Detail r� V , ICU FLAISM&M SAYe Emb a Date o FBCAM W Dale Ittg Version tAamtafmn[ Cemam amlaesL4ldmes YalteMd.teL YaeseaY SBI ! Apprs2d Sleaa ! Vane EMML9[ Qd QNa 0> tee Dote ryes Yerstee l C,tetesl agaaleaLSl.flalae YatWaldJet YddNd Eta FEQAapreel Apgroyd EOeae !3 l3Z1S3LkES SAes IIMe Ylrslon Revision 2017 meshes C" Building products Company CateExteriorgoryExterior Doors SubCabgory: Sections) Exterior Door Assemblies ENIaLe cltidem znwo tilim m Valldabd By Man V&@WftM Intertak Testing SomIm NA, Gary Ph sME (513) 77P8082 Inn (513) 5194 M mwest r6eModoWy.om 1� Dolt V Hd bd Epalea as 11292017 06HOrM17 Qetemltma Dote FOCAmmYN AonOmd 121062D1T so" Approved Sleds Tin Version Revision 2017 lteledrAes[ Ck4ey, Building Product Company CosegW. Exiodor Dome SubCabgory: Sectional Exterior Dow Assemblies sugar or 220d E.W—&J.lesese. V hdwad M Mark WI1EerMto Inbrtes 7ssarp 8ervioss NA, Gary PArhisr (513) 77g- = Ire. (513) 51li 6 nwroeterMMQdopsy.com !� !� Yard AgkM d 11/S9/2017 OBI702017 mte3lO�m � FIND AmmlN Aeprovd /2/OS72017 Stead Approved Revision 2017 MI Wndows end Doors Category: Windows Subcategory; Flied eMenoa Codification Monk or tJsurg Broom SMincer American Andytedunl Sawn M. Urkh, PE (717) 365.3300 Manuhcerren Aroodalbn (717) 317.8464 ballngoomMd.can 20 12/3117 1201/2017 OtA0412018 Approved ReVisian 2017 FLO2424UD Products PGT Industries CalogW. Windows Subcategory: Flied pMrce Ilallod: Grtlficatlgrt Mark or LWNg Dean Ruark MionHWe BCCO - CER Mbmi-Daft BODO - VAL (941) 488-0100 (788) 318.2590 drwrk@pptlnaustrincom 1=0=7 12MA2017 12252017 Approved O Lase. CowoWm MaMod: CwNtation Mark or Liking Compliance Melhc m Csrlfice6on Mark or Liking CL 91alCAallesnes Am,,,d for Use Approved .for Low IBRIM DLIm golkANNew A—oved for Use Amroved for Use seism QWm "5zr9*Aproduds O1f15¢6MProducts ffid InHVHZ Dubose HIM BaeWat PresmM sea! P InRM o oww.II14E Deaatem Pnaeae ataa Product Mociel. Number or Noma Ck&M Assurance PlduIDO,,elgim Approved for LIM Approved aLmaQ Cuba"ISRE for Use baged EOIWnt Desk Pleseers Sm! GLISW Aparoved for tAa Anorromod mmaa g,eswmmt for Use !mact Radial, Brilliant PIessaphe 1 185 PW 73 x 72 Inw1Eed Glass 04/03/M18 NO Yes NO +6DI-M 9 PW-0520 (Loge Mode Mpsoo Vinyl Fbad Window 04(J01= Yes Yes Yes WA co 85 066 VI5-09 PAN-2F153:73, 75, 84A, 94.42, 48, 428. 488, Steel Pan (min. 25 ga.) Sig"or (up to 9V wide) 05212028 No Yes No •35 PSF/42 102 102 W5-16 PAN-2F153: 73, 75, 84A, 94,42,48,428.480. Steel Pan (min. 25 ga.) Double -Car (W2" to 167 06212028 No Yes No +37 PSF/-01 4RST, 6RST, GOSS. GR68, ARSS, EDSS WINDOODE80174; Wit Garage Door PSF 4RST, SRST, GD58, GRSS, ARSE, EDSS wide) WINDCODE11/174; VA Gorge Door PSF Cn-0 -6-0 00 O Florida Department of Business & Professional Regulation Pap., a 1 V Building Codes and Standards Product Approval Application Detall 1152618 A 1 V Florida Department of Business & Professional Regulation prep l a l Florida DepaMTerd of Business & Professional Regulation Paw i of 1 cu Building Codes and Standards 1154019 Building Codes and Standards I/5710,e t3 M 220 smile or Dab pending W Product Approval Application Detail Product Approval Application Detall Mrat Version Revision 2017 mmtlfamaat Thera -Tom Corporation Category: Earior Door C,Im.m a-vl� VatlubOdas Rlok Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. (419) 2WI740 PE-13400 (813) 767-6556 Yam Etas 101182017 101182017 F Ape t StesM 102=17 12/12=17 Approved LU FL02304US R2183614M G EmtiLor Dolt Dote Detepam M come EntteL.m Dote Dote mteffilam Dote complWua � OElu tion gepprrsownbsee Meaed:EwhWlau toms rtdny®rwbkgconsulbnt, con Iona yam" ision Rev2017 LImuleatIpS PGT Industries Category: Widows Srmb.t agalm[11.1oonow, ydM.ted ev Dean Ruark Mfeml-bode SCCO-CER MISMI•Dods BCCO - VAL (941) 48MI00 (786) 315-2680 YNWNd Eubmmd 1220rM17 1ZVM17 PEQ Apow4w Aesroved 12252017 Stead Approved LM Vw1dw Revision 2D17 m .Ub.UM MI Vwgan and Doors Cobgory: windows contest MO W& grant SMrge Amorken ArdYtecttuni Sown M. LWAN PE (717) 385-VW Manadurore Asoododo n (717) 317-84M yalow EIaIDllad 01I032018 01/0312018 FED Am ovol AU M Valdebd F1.076404till Proilucts FloridaRegi10"stered E red esurAm bed or a Licensed Florida Q Z SubCabgay: Single Hung tlmadaolppdndrntlko.an BtbCripoy; Ha4on W Mw MBauga�miwd.axm CompHana Mental; CMMPtlon Mark or Listing Compares Modwd: CertlScecen Mark or Liking 3tY ProaraMedE.WmYrr"Nanr i Anaravad forUse A In — Ad far Use bego Design p� 1 o.8quotFasrClesaio6quot, &quutSmoothSbr&glet, 88e39;8 &gwthnpod&quot Glazed Fiberglass 12/31=1 No Yes Ya WA a Feat 7 SH-0500 (Urge Missile Impact) Q,dWAesldince P.rsrsgnQmtlOtlm Vinyl SftW Hung Window 07130/2020 Approved for Use AgQLmld.teLUse E In HV obi tea lisped assil as Yes Yes Design Prsemn WA Sea! 1 HS 188 Fin ntl Flange Frees Quaft Assailants, 0 ContoNaa� Dab 7US2 Insulated! 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