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HomeMy WebLinkAbout3268 Kresterbrooke LnAB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifoid Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal 3 DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail = DV or D.V. Dryer Vent o DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher N r� EA or Ea. Each EW or E.W. Each Way ELEC or Elec. Electrical N ELEV or Elev. Elevation �* I EQ Equal °.° EXT or Ext. Exterior EXP or Exp. Expansion FBC Florida Building Code FDN or Fdn. Foundation 'NO' FXD GL Fixed Glass FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir Finished Floor v x 00 0 C) LO 08-20-15 1.0 rb ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MGT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M,L. Microlam MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or0.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt, Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room REVISIONS RA or R/A or R.A. Return Air RAG or Rag. Return Air Grill RAD or Rad. Radius REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS or R/S or R&S Rod and Shelf SD or SD. Smoke Detector SQ FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWR or Shwr. Shower SHT Sheet SL or S.L. Side Lights SPF or S.P.F. Spruce Pine Fir SPECS or SPECS. Specifications SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VL or V.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WC or W/C or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) NEW BASE PLAN 12-08-15 2.0 FRAME—WAL REVISIONS 12-22-16 3.0 Al 131 ELEV. REVISIONS Q1 01-04-18 4.0 2017 FBC UPDATES col 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 0 s 0F= hi Nil i 110M 00 0 2575 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. t� M ® O z 0- E3 ClV) a) C +—J UJ i) �V — O Li-° N � o i� M p�� V m N GJJ '-- o— U � M M N-CO OM N Q 0 CV L L.L W a) o d rn o 0 Lo �v rn < o A1 B De N C B D C �.�_.d.ame. `` % M v 2. Z LW N i- z LN y N w W - Fi o a Z Ofw S 2�¢ ° o N LLY, Z W Q NdM c A o� � o " SE° r �O c 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 0 Ln za �a u,a�X Uz8o zQWW Z _ �OMUJ d Z J >o 000 W LL. N U© �, oUJ L � W z oz > v �z z � UJI o �W o = u. 000 a� f- o: Zo_ Ll) ceo< N 1� I � Z<Z< W Q Q Q � Z Z rl u�o ra�� J ri � < W t L � W LU 2:Q Q Z V u �z LA N 1�0Z RZ$ �0 0° O oo Z g = <LU rn T__4 a to o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. C S 4 0 2 C) M TYP @ 2 STORY J S6 H.B. iv 0 16"DEEP 5-SH - D F----- — --- ____ —OPT. N s3 I — — — — — — — — — — — — 266 B.F _ I I I I . z� 24 REF. 2x6 WALL I I 12'- � I I 2B68 w I I I KITCHEN I I H1 O M §i 8'-81' FLAT LG. o I I N p I I CC I w I I r- j 3, 36 36 ,3 S3 I /^ 7 (�hj/) _T J �J 0 F---------�� �� b I O I io 0 '' J Ll EDGE OF SLAB 2" I I I N ____---EDGE WALL N I x I I 4'-0" 6'-2" 6'-6" 4'-8" 20'-8" I I I ° 2 CAR GARAGE I I I DINING ROOM 8-8°FLAT CLG. j PATIO 0 8'-8" FLAT CLG. I I I OCARPET BUILDER TO PROVIDE I I I ao 2'-6" APPLIANCE PROTECTION I I I CD o WHEN REQUIRED PER FBC D O ()2X4#2SPFW/ I I I L — — — — S3-- --- ;n TOENAILS CC (3) 2X4 #2 SPF W/ IF r //7\1'3)16d N @ BASE S3 (3)16d TOENAILS (3) 2X4 #2 SPF W/ W.H. @ BASE o (3)16d TOENAILS @ BASE ------ h TYP @ 2 STORY C7 C7 C7 FOYER I (2) #5 S J O 0I O I 8'-8" FLAT CLG. _ I S6 u_ UL u- TILE I - q 16,_�„ T-8„ T-8" T-15" 6�-0, ,_2� I ;8'-8 U? RY I r 2068 B.F. HDR AT T-4"CLG. ----------- 0 2"D E 5-SH _? ----------- 2x6 WALL (2) #5'S Cl) G N S3 p l � LP.O (3) 2X4 #2 SPF g'_g , FLAT G. FLEX FAMILY ROOM W/ (3)16d 8'-8" FLAT CLG. _ TOENAILS @ 12 CARPET I � 8'-8" FLAT CLG. BASE _ _ _ M O 00 CARPET 42" SLOPING 11_ s° c" _ _ _ HALF WALL 010 FLOOR G.T. —_ 9 o — — — — _— 3 AC PAD AC PAD I I 150 14 15 I I I8 IUP4Rl I I ML S31V I M TYP @ 2 STORY I S6 H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 314" X 11 114 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20 X 38 18 4 X 37 j S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20 X 72 18 4 X 71 � S.H. 432 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 N/A S.H. 434 27 J X 50 i N/A S.H. 433 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 1/2 S.H. J 36 27 J X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 X 63 36 4 X 62 1/2 S.H. 26 37 X72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 52 X 37 S.H. 34 54 X 50 52 j X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION I R-VALUE / TYPE 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) UI zCl) 0 — C) z N z� Q CA c a--J wLu Q •© w �N o 9� U m N W e) M 0) ca c+M — U C N o U 1 `i o o Q m c- o 0 rn Q d B D. N C B D C N N 0 M is -Nmz �' z Wz — 1..� N"'c? = a s,2Cl­ w w " N, a W ELL o Q L_ V CY) 7 ZO � N a1 � � W �¢�_ UM11fj#.. o � � O WWW.F ❑ ❑ /V �C—D, i ti b a 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. LE Nm NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com oz 0 �o Z 9 } UZoo z O U �:�z Z �SulW a Q of 0� LL N O W m L 2 Z O Z N < 3 �WE U 8Rzo > u O a ' ^ L f og O a 2� � * N ¢a- 0<0 80 z Z 2 21 W Lfi W aW� _j .A LLI � � a Lin 2: Q Z �CRz �# Z a o S m d" Z = Ln 0 of � 06 � T—I 0- Ul o SCALE : AS NOTED DATE : 3/29/2018 TECH: )MLIROSKI VERSION NO- 5ol SHEET NO. 1.0 M R&S I ---, I I I I I W.I.C. I I 1 8'-0" FLAT CLG. col I rn XI a `I I I I TYP @ 2 I J I S6 I 60"X36" SHOWER FIBERGLA I 4'-0" CO O fn w11 Q C.- - 00 CD N J S6 TYP @ 2 STORY 6 25 SH H1 D2 EGRESS O o BEDROOM 4 8'-0" FLAT CLG. CARPET ROOF G.T. - - 6-52 1 L. 2'-4" eo m � B.F. III N = W W IL cno z_ tri - - - R&S `nc� J CD 00 - T N I�I-i�MN W, 9a 16-8" OWNER'S SUITE 8'-0" FLAT CLG. 00 CARPET to - - - 5'-4" r3t'yc22" - 3 ATTIC l LL%'� T01- _ J 4' ;wmm IN 19'-4" N] 2'-3" � 2668 I u_ 0 Cl) I tri CI C 10 I o I � I r 2'-6" T-74" �N o2 TYP @ 2 STORY I I I I I I I I I I d co co E E 00 N BEDROOM 3 8'-0" FLAT CLG. O - - CARPET Q 1 V-8" 4068 B.F. "IT-72' BEDROOM 2 00 8'-0" FLAT CLG. w CARPET LOFT 8'-0" FLAT CLG. _CARPET - - H C7 LL of O TYP @ 2 STORY / J \ 1 TYP @ )2 CORNERS U.N.O. I I 3 i D2 j SIM. I w/ (5) STUDS I I II ------EJ m HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W11 /2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 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 H$ (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 1 anc: EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38� 184X371 S.H. 14 20X501 18�X50 S.H. 15 20X63 18JX62j S.H. 16 20X72 184X717 S.H. 432 27 1/4 X 26 26 X 25 � S.H. J 33 271 /4 X 38 j N/A S.H. 434 27 j X 50 j N/A S.H. J 33 N/A 26 x 37 1 S.H. 34 N/A 26 x 50 S.H. J 35 27 J X 63 26 X 621/2 S.H. j 36 27 4 X 72 26 X 71 1/2 S.H. 22 37�X26 36JX251/2 S.H. 23 37 J X 38 j 36 j X 37 3/4 S.H. 24 37 J X 501 36 j X 50 S.H. 25 37 J X 63 36 4 X 62 112 S.H. 26 37 J X 72 36 # X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 j1 S.H. 33 54 X 38 j 52 4 X 37 1 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 NIA S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED -EXPOSURE"" AA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 +28.3 / -36.4 OE +26.6 / -28.0 +26.6 / -32.2 GO SEE SN SHEET �H SEE SN SHEET '� 40 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 MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED (GARAGE / LIVING) 0 CD ® O CO a- Q cn � ur � d •O w m i� C6 '® (-)F-- o ti Co I­ LU E m fd M maa> = 9? O_oo ALL MEN= cw o atop � o. o ¢rn vQv rn < d B D•CD N N (D O M m /W� M N m Z aw n U) Z 0 W 'Q ` CD B a w V¢- 01 io W 3 a Z �Q o °w LLNi o o � Z W ITO C140'00A rZ F c O� •Pwryeo.n y ®o C * " s -.I C) vL o �� spy oo'* F `'� 6.. •� `4.� AN�i�°� ��M 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. LENNAkm 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 �o z< F- ¢WX W UZ8O zvz UoZZ z iCL�w Q . w O Co O��o J L` z L z ro O zz � � Z Q iE LL_ rL z UU Ln N Boo <UA O ¢ J a 57821 Uocc¢ O ("'4Ln z.2� �* N LD<W <af� �Xo Z Z W W o' wo J � %V 2: C Q a W � NgYO $¢Wo Ln fV <C Z Z o �oo � w LU a E SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ml SHEET NO. 1.1 02 LO rn 00 0 0 J u7 02 DO vi " cV �r \ r y MWIM m 1* Y c s ' O E3 V, 0 U) 0 ® 0 0 O , M Cig ' rLENNAR t 5al I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO KITCHEN ISLAND PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH MIRROR i 0 LLI� IL J IL71.J OWNER'S BATH I O N O M 2x8 #2 SYP JOISTS @LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO U I LEDGER 2x12 HDR. w/ (3) Zx STUDS AT Q I EA. END FOR BEARING w U I STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 w � CLIP TO HDR. r 1x TREADS (TYP.) CONT. HANDRAIL THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN CONT. HANDRAIL 1x RISERS (TYP.) STANDARD (3) 2X12 " STRINGERS W/ SIMPSO A35 CLIP TO FLOOR SYSTEM 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON 35 CLIP OR LUS26 HANGER EA. SIDE SEE PLAN FOR CLG. HT. � -A f 8-A LO 0 PLYWOOD @ LANDING 0 00 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD — — @ 16" O.C. KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3!4" (16) RISERS AT 7 9/16" 10" TREADS w! 1" NOSING Stairway construction and handrail to conform to the FBC Residential 6th Edition (2017) section R311.7 Riser height: The maximum. riser height shall be 73/4'. The greatest riser height within any flight of stairs shall not exceed the smallest by more than %$". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8'. The radius of the nosing shall be no greater that 9/6'. Solid riser nosings shall not be less than'/<" but not more than 11/4'. The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34"and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1/2'between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4"and not greater than 2" or provide equivalent graspavi►ity in compliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30"and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with ""/2" gyp. bd. STAIR SECTION_ SCALE: 1 /2"=1'-0" E3 V, 0 U) 0 ® 0 0 O , M Cig ' rLENNAR t 5al I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO KITCHEN ISLAND PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH MIRROR i 0 LLI� IL J IL71.J OWNER'S BATH I O N O M 2x8 #2 SYP JOISTS @LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO U I LEDGER 2x12 HDR. w/ (3) Zx STUDS AT Q I EA. END FOR BEARING w U I STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 w � CLIP TO HDR. r 1x TREADS (TYP.) CONT. HANDRAIL THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN CONT. HANDRAIL 1x RISERS (TYP.) STANDARD (3) 2X12 " STRINGERS W/ SIMPSO A35 CLIP TO FLOOR SYSTEM 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON 35 CLIP OR LUS26 HANGER EA. SIDE SEE PLAN FOR CLG. HT. � -A f 8-A LO 0 PLYWOOD @ LANDING 0 00 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD — — @ 16" O.C. KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3!4" (16) RISERS AT 7 9/16" 10" TREADS w! 1" NOSING Stairway construction and handrail to conform to the FBC Residential 6th Edition (2017) section R311.7 Riser height: The maximum. riser height shall be 73/4'. The greatest riser height within any flight of stairs shall not exceed the smallest by more than %$". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8'. The radius of the nosing shall be no greater that 9/6'. Solid riser nosings shall not be less than'/<" but not more than 11/4'. The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34"and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1/2'between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4"and not greater than 2" or provide equivalent graspavi►ity in compliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30"and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with ""/2" gyp. bd. STAIR SECTION_ SCALE: 1 /2"=1'-0" M O O Z CO QQQ Q. W /}� � V Q •V — � r /� v + y M y O O W iT M M O o N L LL � drnO � fl-O v 6�i Q O B D N WC ® N �O Z W M ar M� r M Q co 11 N 12 �5 F4 CD 04 2nd FIN. HDR HGT_ FEN I I im (F12 F5 L4 FRONT ELEVATION Al. -- r,'\ DECORATIVE SHUTTER T.O.P. — — — HDR HGT CV F_ 11 2ndFIN. FLR. MIS ------- T.O.M. r. HDR HGT., F.FL. LEFT ELEVATION - Al SCALE: 1 /4"=V-0" bo bo 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. 0 M _ o z z� J a Cn z � W C6 C) �V — O w 2 �V) r— � C? a r- m N W ♦— U UUUU M C [M m -0 M _ O _0 0 -'� � Y Q 0 00 0 Y ti V7 rn Q d A 1 MD. X-C B D C _. ,0e N N �NgZ '� Z W � z F' �Jogc w LU W V >._� o yay b '0CL L W ZQcurq o0 8 LLtun) zN.�' Q LUt ��olasq .Pn' M \ r' < •� �IItBSIiI` � 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 0o 5 Wo z a �a ¢ V) z was ru z 0 0 O z,g 2,Uzz aw0� � �� W N LUI. ) W � i � J LJJ zo fz z LU } a J O \ / F— QW uJ LL f- . p OU,Qm- �O6 Oa Lr) zazo�* r\ N' - zwL a d- o z Z r-I 2o�o a 0 LU .J Lf) r-I w Q Ll1 z w5 z o g �2 IaZ Ln N Z t5 �V)o o 00 rn 06 g LU¢ uj T__I a cn a SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION N0. 5ol SHEET NO. 3.1 1 -J Ilr� ,�erl���r � .:t��r,, ����:�e�� l I ,11hia� i l l �- c m s m 00 nb N to u7 I 00 i s 60 .0 N v rn 00 C> 0 J N 02 U 00 G E E 0 AV� 00 80 r 00 r-, T.O.P. HDR HGT. 12 5� T.O.P. DR 12 �5 CJ CJ CJ o Z_ �_ CD N = 2nd FIN.U) ------------------------------------------------------------------------------------ -- FLR. CJ / WEEP, 12 CJ / WEEP T.O. M. _—HDR HGT. ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) EM F.FL.------------------------------ ---------- REAR ELEVATION - Al 2nd FIN. — — — — — — — — — — FLR. T.O.M. HDR HGT. F.FL. SCALE: 1 /4"=1'-0" RIGHT 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. (D V Z M 0 z z Q V) Qw •U — QLU Of ZD Ca~ U �t- N W N M m Cl) T co Z U ,-�0 O_oo t"oo Q 0 o cc sn �hv rn Q o Al I B D• N C B D C '�v N D M VZ zOc), .a z U) Lu�t „0? w = LU 10LU V > E' v rn rn Vi 'w o 0 HM�� W a c—�moq�w a Ca LLZ � - \\`����O,�t�l��tit/b0 wtY❑//' .FDS Q r \4 i F L. O �tttttttlet�,�� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L NA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z 0 ui zc E¢ LU oo8o _0 Z La f— �oWz W apco OwrzO W m L UJI O N zz > 0 fz 0 Z Z � � � Ln3 M Oz a JW U Y / < E QLLJ L 9 RO ac�Q Lu O m a �y�+ LL a Q d' 0 a Z Z ^ .--I 26 0 9� 2 W J Ln T I � LLj C Q »"B H� U Q I_; 8 Ln N Q z z ��Z a CYZS m Z UJ a0 - z 0 = aE ,-i a to o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. 3.2 2„ 1" 2" *NOTE: VARIES 1'-10" 12" CAP _ CAP iv N FOAM TO BE USED 1" RADIUS M ONLY WHEN REQUIRED BY 3 1/2" RADIUS 1/2" RADIUS N r` M 0 COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" ^ iv 3!4" RADIUS a 1'-54"a MIS BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES Mla SIN 1'-0" 1" OPENING VARIES 1'-A o �2 VARIES 1'-4" M 1 �,. 2 VARIES 1 , 1 (V -N 1 1/2" RADIUS '- 4 1" � 3a a Mla 2 1/2" RADIUS LO r V VARIES 12' 3z" 11" 32" 1" 1" 1" c N ITN 3" 2' 2" BASE BASE Big �� 1 1 3 4.. 4, 1 8„ 4 444 Ihilff rN *NOTE: VARIES $" 2" 3 FOAM TO BE USED ONLY WHEN io CO REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" dN 1'-6" 1" - 1'-4" 1" DETAIL TO BE 2L � ic> BUILT W/ STUCCO. I 24, EDGE OF OPENING „ Pi • T 1-1/2" THICK 1-1/2" THICK 0 L 4" L 10" jl`�Ij `y - 21 a 10" _ N CD -_ �isY T IN M 2 N 2" 4.. 9n J 6" to cn 3 1-1/2" THICK (D 24' M 7 72 00 o -� r 2.4 2,. 1, 5 52" - co N 1, 4„ 3 N _ � SIN 54 2 a' 1" 12" #IIhI-'�tll' o *- VARIES VARIES 00 1n W w 1 22 rn tY > m N • VARIES VARIES = 4" 8 " 260 Q� 0o J iv ; iv 00 io 3.. ��' �, 6" 4" <V N KEYSTONE F11 b OPTIONAL � KEYSTONE F11 n OPTIONAL to Rs„ co 1 1. Ail, 2 4-a co R¢41„ 3 3. I2) 4" GARAGE DR. OPENING 4" 3 a ' 4" WINDOW OPENING 4" 4' NOTE: INSTALL OVER STONE, TYP. = VARIES • FIN. TO HAVE TRADITIONAL c i ' M LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED .9 C, U NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14. 1' 64.. ia' 12' 1 4 SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 5" a 1'-11" 53" 2 a i 3 _g 7" N a4" 1, T-0" 4" (� 10„ 1 -4„ 101, r o E f2" 0 D N D1 0 a=i J N4. W W - N r 4 c U fV I U oN _ 00 O • CL r 1 !„ N \ N� 1 p 2 GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM o • POLYCOAT (HARD COAT) � � � • ACRYLIC SAND FINISH Z co_ o CD Z Q a E3 V) 0 w O W 01- N H �N O CC5 v o m W pp F_ aCNM M M O agosLLa0D N ,-0O O O N �u'ipWl� II r l; 00 qil'' o <Crn Y U) Qo u7Ev rnQ d B D. N � 't N 10 g CN M. Z W m N m z II(h p� 'LLo=; w W N a w W 0 � N caor, c Z Q .� Nai LL W r ca O C) U O it O WWW.FDSFNG.COM CID cfl 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 E A 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz O Ln Wo a�fF u ¢zaIX zoo z 0 z �ozz J 0. zJ a Uj � N W Q oLO z z /rL W a U ' C G iz 3 Z3 D N 'p ^ 1..1. z O U w / W M P �. o ; f86 WOma r L'' � w BoLLJ zo Fo Z Z N. rl 0 � Z z W J Ln D Q z o rl Lij < g F- Ln Q Z Z <Qz zo m QZ J W = a z SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. F1 a it c c rn 00 8 C4 N 02 00 2 E 0 s a 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSY son TERMINATIOl' NEC 14, 250.94—/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to lights & outlets opper to 20 amp ckts copper to WH copper to Dryer i Alu ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC, 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' 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 W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 61. 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS a TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) HD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION WITH RI III r)FR MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" V Z f7 _ O Z N Z QQQ Q t� z cL^n' c9 � u.i �o �V — O LU (� o Co rl- lV Lit m M m f` M 'O O o 0 y� C) r/l L ILL 00 00 0 @ Qm CO �g rn Q d A 1 B D® N C a D C N �D V cq� �t v LC UA `� M C.5 z r J c CC w W Nam. o w -0 � W 05 0 °x H.�cc, �Z Q�'��� LUNdM Q a� O U U OO W W W.FDSENG.COM 0 0 N d7 ct, 0 To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. A 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z tt0 3Q Z S� L W<== J oo�� Z U Q L.L. �O� ZZ J � a � Q oho U U W N �O L Z z ro r> I— U f Z Z Z n LU Q LU �}�'�� V cc a J w O Q V Ln O 1 �O - �0r QYeP ,�,,:_ ,, i a p , L.L 7 Z,= w$7m N _ Q OW ZLUZ �€ C ¢ wWLu Q 0oW Z Z o° ww LU Lr) Uj Q Z 8 Uwe a g Fw Z Ln (V �O Z � W. �ZS ..�..;//r..., Z to o M W O 00 g tLl = aUVJI Z rn ,--I a cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. 4.0 - - I - - - - : ___T-rrM-n �T l � I rnF71FTF�tI 3i'd I FsT� i r.;.:1 x rn 00 0 cN N co a 1-1 tR Q 0 x 00 Y Cn 0 M ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles 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 PEPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kP PUSH BUTTON SWITCH (OPTIONAL) F JB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) 0 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT p]M ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT, CEILING FAN W (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA t 200 AMP 00 #12 copper to 20 amp ckts 10 #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. RECEIPT. FC� I I I I I I I I I I I UPPER ELECTRICAL PLAN SCALE:1/4'=1'-0" rpPER C 0 o N z� Q t.n U 4mod W �V — 0 w o� l� V rn co C3 m N LL1 1 — N ' c" _ Rif — U Cc O N o v C13 t 11 Co Qm rn Q o i D® NN C V N �D N a ��� � z W UZ rx Cn LL otp W w Lu " N 0: w _ o LU LL o a Q Z rI -- O N m fA :9 E LL zco a N¢C LU Q o� � o WWW.FDSENG.COM 0 c� rn To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z 0 �o Z a f Q ' ZwWo Q� Z ^ FF Z r�yyoJw ¢ f J aaOm w U w N V L Q F Lu i > CC Zo V �\ UJ 5 Z W �E O O 1 V A 0 yo00 UO z $7ma N4 � Q a 0 LLI a d- Wo Z Z I� W -J Lii rl tLl 2:Q LU O aZ o to t- "� U Q Ln (V Q Z Z �QZ k Z t ZS � O 00 g LUf rn ,--I a to 0 SCALE : AS NOTED DATE : 3/29/2018 TECH: J M UROSKI VERSION NO. 5ol SHEET NO. 4.1 L it a n n x c W _ 30 J '''4 00 00 2 E O M0 2 0 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 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1535 1474 211 737 53 368 411.0 276.0 (Zone 2) 135.0 "NOTES* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %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. 0 u7 T M a co Ln CD C � LU �V — O w TM 1— 2 i� � o m N LUN p Cl) c ID M amp N O o coVLL MEN=o <e rnM 0co LOg.v rn Q d A 1 B D. x.� s.n.;r N �O 12 U) Z r M oop Z 'I ..] Z o/ w Nam. LULU acne Z 0 C N 75 it z NM scP Z LU N Q M D A w ---- 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 61h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Is 1111111116. M AL 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ 0 $Q za a� �F 00 OLc LU 0wZ ul a � cw0� 0 N Z O �\ X Z QZ C G Q� a z O Q �w /�) U / LL. O O z ¢ Y P ' O m a N Or- ¢z o z z ,—I �o�� ul 38 w �n u.i = 4 Z J ri LJ.I 5' ¢ z Ln t � $r-8 < z In z toM W 0o z g LU = �Z a ,-+ a cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. 5.0 CD v -v 00 0 N I ao i N a (D v v _ 00 O J N 00 cz M V) CD TYP @ 2 STORY J S6 H.B..t I • I I — — — — — — — -- — — — — -- — —� iv 10 q 12 STORY I I r CC (2) #5 REBAR I S3 I VERTICALS w/ in FILLED CELL ■:I I I T �r CD I 1 1 o II L JII 3 I r M 8r111Z J 11Z5 r-----------� 14„ I S3 00 10%6" I 4'-11" ■.I I II _ _ -I-_CJ 1 I I I III IF - _ - -_--� - I I CJ I 9 STEPS AS __ L11 : KITCHE SLAND I SLOPE? I-31/2 ( I CHASE I REQUIRED PER ; LOW WALLS FIELD TO ( I CONDITIONS I ISLAND I ■• I I I -- r I I I I 3-1/2" MIN 3000 PSI CONC. I PROVIDE 1 ' SLAB FOR NANDO I I L I RECESS FORCOUNTY ONLY 0 o S3 SGD. REFER TO 3-1l2" MIN 2500 PSI CONC I I I MASON'S SLOPE I OVER 6 MIL 2 STORY A 3 112 QUSLAB FOR WIDTH V S EENVAPOR( BUILDER TO PROVIDE I `-' APPLIANCE PROTECTION CC (2) #5 REBAR BARRIER (_ _ I I r �� WHEN REQUIRED PER FBC VERTICALS w/ in S3 —(�— 1 FILLED CELL N N N O ■ ; I CJ — — •-- 1-7- *- TYP @2STORY L--------- — ------ :■ r `"' S6 I PROVIDE Y2" x 9" -3 1/2" 2'-6" x 2'-6" x 1'-0" RECESS FOR FRT. DOOR SLOPE W/ (3) #5'S E.W. ■ : 10.0 TOP OF CONC./ PAVER TO BE 4" o L o BELOW FIN. FLR. `r S3 n M ( I ■ STUB UP I I2ND r — — FLOO I FOR A/C I G %' S3 I _ -_ - �' to I 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. F\1 CJ �� CJ Q N - r , , - l r �1 , _ - - /I 19'-0" ' ' 5'-4 s' L Jt } INDICATES FILLED CELL w/ 3000 _ PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY BEAM W/ (1) #5 REBAR VERT I ABOVE SLAB TYP @ ALL PLACES N SHOWN HOOKED FTG. DOWELS 5' I "' - ^'°0 / EMBED W/ 25" EXT. ABOVE SLAB I "GRADE 40 STEEL" cv ' HVAC CHASE : ■ ■ ��' J BASED ON I L — — J 1 0'-01, J Ic0 C? 0— LOCATION 5'-4" 16'-3" CJIV (Q� I N G S6 0? -0 ............... ........... . ........-I—... .......... ..... . .............. .......... H.B,+ in C1 TYP @2 J STORY S6 6'-0" 5'-4" 2'-23' 1 Z-1 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 J 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. •• ., ., - - ., "Alternate: _ ; �, • The reinf. bars shall be �r.,• ��;�,♦ ��,, ��,.• ���,♦ �r cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS Z o o Z N 2-AZ QQ `�:, 13 U) 2f V (D Lu /J V Q O LuOf cn =:) E o� m N LL3 p_ E — 8 N Cl) M V) N O M Z a)O o N 2 y sMco 0 Co rn ¢ B D. 10 f N N O (h o Cap, Z z U LU a w N! NUA w c ¢ O T � 4 4 c c O N m "¢M.- LL 2i W � �lrrrta�: w. < �• `� F L k� 1 111 01-E S S 1 O !!!lirrlllt l\ 1 To the best of the Engineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers 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 go LU f< z w < X oo�0 �on wZ a W p W Ow LL N O F�o L L_ Q Z Z M 3 CL 00 o OJw V = �J 0 Z � . °Ro (v& � S O at 5 a N Q U S6� z z ,--I w0�2 cc 8, J ¢ww Z Uj 2 $ i5 h d z LU Z , `<s 0 CalW O d- 0o z g = -� z a rn .--I a V) S SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. 6.0 A- , L. t P ti M i m -�v rn 00 0 0 1.0 t� I Q N C N rn O 0 J L0 C14 01 CKING UPLIFT CONNECTION CROSS-REFERENCE 3/29/1 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 112" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. / 18 10dx1-1/2 HTT4 2715 518" ANCH. / 20 1061-1i2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K HD38 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD * 4505 37 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 *' 8 - 10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 11005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d H P2 1 645 555 12-1Old X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ +) (e) (R) (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 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wOR CO T LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL SHEATHING (SEE TB13 FOR NAILING INFO.) 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS NAILS @ EA. END SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. " ' SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = T-0" MAIN FRAMING PLAN 11 Z M _ o Z �C a U) CD w �U — p L.0 F ZD o U 0� m N LU 1— E c [0 cM� U _ aj N D M O = N U - u` coo o Q CD,n in o- o oav rn ¢ o MD. "-*i or N_ �O O O � N O M O W U) Z W MNaZ G Z d � = a a N,M � a � a w W a W V a Ck a o U)M a d Z m 2 W a NQMr a LLV 44ppcpp FF¢¢Ngg WWW. _ NG.CO co • ! by :7 � (Aj Y r fp Lp �� oyi•p ( .•.YpO` Q� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0O Z Z Q f� z U Y tr oo�Q� Z V Z J CL OwZ afro Z O�0o U WO L z Z �Q O > Cr- i z 5 Ce 0 z U Ln L.t_ IL o 0 0 o Jar" ( , *44'. O w�J� O a � N Ex- O p z w Q moo? go�E Z Z uW1 W J Lr) � W L Q NO v1 � t U g r 8 L1� N 1,0 Q Z Z Paz 9zo tFj to O m O 06 g W Q= rn ,--I a U0 o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. 7.0 UPLIFT CONNECTION CROSS-REFERENCE 3/29/1 J TYP. @ 2 STORY r M � G TYP. S6 �n M T yvj U U U U U U �� CA EJ7 CJ1 CJ3 CJ3 CJ5 CJ5 (2) X A7G I TYP @ 2 STORY A6 (2) J X Illss A5 : : : : • : : : : • : J TYP. @ 2 STORY A4 s6 A3 . . A2NA I Q' i - a� c n A2. (4) X rn o 0 04 A3 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS N A41 to 1. (2) 12d TOENAILS EACH SIDE OF FLOOR A51 TRUSS TO WALL OR BEAM BELOW TYP @ INT. c� LL BEARING U.N.O. rn LO ZA61 T m > (4) � X I � A7G1 cc 0 o J CJ5 1 SIM. W/ BLOCKING LO t S5 CJ3 EJ7 M 1 CA v+ w co LO TYP @ 2 STORY (4) U U U U J N v a E y CJ E O _ `v c c J N r7 rn 2 0 U I y yr U N 0 a N Y ROOF FRAMING PLAN 0 M SCALE: %4"=1'-0" e MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. /1810dx1-112 HTT4 2715 518"ANCH. 12010dx1-1/2 J HTT5 4350 3740 518" ANCH. 126 10dx1-112" HTT5 3225 5/$" ANCH. /(28) 10dx1.112 K HD3B * 130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 78 518" 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 1 i 65/1070 ** 1005l915 ** 8 - 10d x 3" JUS26 1115/1060** — C� M 0 — o N - z� U) 2f j w 4- •V — � U o 0 m N W � F-- N Cl) m Cl) CU e U N 00 r LO N „ 00 O 0 O J N :a q Q 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 U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F441B/1T8F401BAT 8RF400B/1T 8F321B/1T FORM dt GROUT SOLID N ¢ �W �U O #5 BAR CONT, 8F 12-1 B/1 T "V" LINTEL DETAIL SCALE = N.T.S. I IS 1 0 US TYPE DESIGNATION F=FILLED WITH #5REBAR MIN.(1)REQ'D ATTOP ALTERNATE POWERS GROUT S UNFILLED R =RECESESSED CLEAR STEEL LINTEL ° QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 2 c� C ` M.U. #5 REBAR AT TOP w_ ° ` , MIN. (1) REQ'D 4 1-1/2" CLEAR 8 F 16- B/ 1 T � a a Z D N r Q GROUT 2O Q L tNOMINAL,QUANTITY OF ° 5 REBAR AT ^ J = — w J C.M.U. — a WIDTH #5 REBAR AT G O BOTTOM OF a z � TOP NOMINAL-OTTOM LINTEL CAVITY W U O O o HEIGHT REINFORCING o � c~i Q ¢ C) 20 7-5/8"ACTUAL PROVIDED IN Z r` Ci w D D 8" NOMINAL WIDTH LINTEL Q ' Lu � X a �o �, �o #5 REBAR AT BOTTC AS INDICATED (VARIES) U) ui 4 MATERIALS cTf precas intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2' EPDXY ANCHOR OR 2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to 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 45 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING n1 �� WALL SPLICE DETAIL o I Q % SCALE: 1" = 1'-0" C'4 M 4'-6" LL O 6'-6" LL O 5'-10" LL G MIN. 64" LL :y f VANI rfi (EMIN. 17'-4" LL O 5'-8" LL ti O 5'-8" LL :•'•:�• ::tip• O 5'-8" LL O 5'-10" LL LINTEL PLAN SCALE: Y4"=1'-0" 0 z Cl) 0 — o Z Co z� Q a. z V) C� Q w �V � OLU o CCS U o0 m LUE t— $Cc`rN M Sg? 7i 600 C) 0 00 �C rn a v rn ¢ d Al1 B D. m.sa N `O m O M 0'� W :::, MNCm Z V? LU y a w LL a LU c ¢ � z Z 0 ¢ cG weo Z Vf E UMV #A t O v V O .O W/V !� < F L 4r 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 AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com O Z O C,a W fa W Q T Uzoo ~Z Lu T Z Z Lij a02 aD a� OU W y N W Z Z Z ro 2:z Z O V J J W 1 1 1QU.•• To0z F— 2O a N Ln z o0 0 L'R_� W Q of � Z Z ,� WO�o U,a��i UI "J Lf) r-'I * 2:Q W =¢Zo "2U u_ ~ o `� Lli N Q z Z Z jZ O «6 Z g U LU = 08 � Z a rn T__I 0- cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5al SHEET NO. 8.0 a`> N •�v rn 0 0 N 00 LID LO CV it x rn 00 g J LO co a 00 CD E 0 x 00 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE A H CC -C.MANY 0F 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 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1,1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 1.2. 2 UNIT WEIGHT OF REINFORCED CONCRETE 150 PCF 1.3. 2 NIT F 55 PSF U WEIGHT 0 8 C.M.U. BLOCK 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2, 4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185/ A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4,2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS H C S SUCH A S SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM, 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST, 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at. least V-0" away from the building side walls. 3. IrrigatioMsprinkler systems including all risers and spray heads shall not be installed within 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 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior so, treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-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 buildingg department by a licensed pest control company before a certificate of occupancy willbe issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT I THECONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE S CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO INC. T THE COMMENCEMENT OF THE ATTENTION OF FLORIDA DESIGN SOLUTIONS,C. PRIOR 0 CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Z M _ o Z z _C w N C9 cn w •V - 0 W cn o U -2 C:) m W F- EEo U N co 0) M f V 0 : _ ai U 04 O o LLOD < o Q 6 in fl- o v 0 rn Q o A 1 MD. N C B D C N N U)(A Z W M�oZ l:e z _ Y M C? - J C � o W a �; W a _ 10fw Z 0 0 V o� LL Z N m cc W o aK��`ttt@�rfttiBt!p�t� a•• Y9\ �Y RS ,. ♦ .,E - �a .a ••.e r- LO Z. ,,•� ES'�s10`��y , ,� ftP�flff f d! 0 {tt°t% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 10 wo z a w ¢ as � UEoo oos� �UZz �ow C, X J au �Ce, LLJ , N U) 1 0N z L w z ro O zz 5 _ I..L. Q z O rr �W U U 8µ,�1-° rYr i- oZD i ' ^ L. iNJ 0 fL go< a< Q ^ 0 0 Z Z T"I v_o�o Wa0HZ J LV ri LU 4 Q Z R<ZU g U< l¢z Ln (V zz � (nZ8 a M W O dam- 06 :5= W - Z rn ,- 4 a U0 s SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX Co PLYWOOD OR 7/16" OSB + + + + + + + + + + + . . . . . . . . . . . . RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ P 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 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 —I AK� STD. 900 HOOK BOND BEAM w j CONT. #5 CONT. #5 �� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN?SoIrid SEE PLAN FOR REQtpo�ostsfrom 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 all STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small 2" min. 2" max gap • � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. I g 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. - Under 2nd floor column w/ loads N.T.S. higher than 1 Rnnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack S * over squash=20 blocks and Non stacking walls require additional wall or beam below.* o consideration. Check N local building code for appropriate in details in One 10d box Zor=20 areas=20 of high sinker lateral load. nail each side ol0 10'-0" at bearing. TANK -LESS W/H a '� CORNER OF LO `� HOME GARAGE SIDE 22 =I OBI O 0 91 LOI CV - d�- a w n: 00 H C G O 00 5'0.-0" ¢ _ STUB -OUT FOR 9 0 GAS METER O o 'n _ d- U O F ,4 = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) �l Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking 1 }ca T' (in(i) nails at 6" n r. �/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges 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 beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6,� A 1 Z' ROUND HOLE MAY 6"7=ROUND DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THANTHE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1" 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. Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate ® BCI5000s 9-1121, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/8"D THRU BOLT SIMPS( w/ (22) ' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION 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 plumbinge. 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ - 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 o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL F11;®� SLEEVE THRU STEM—/ ° SEE PLAN FOR--'°• a . • • ° . FOUNDATION INFO ° d' STEM FOUNDATION GRADE r REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 0 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" v CENETERED @ PIPE PENETRATION ,d- a d a d d.' a PLUMBING LINE PVC OR SCH40 SLEEVE d a L-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d L� G 1 `I • G d d Z a d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE da . d { da G 0 Z M _ o z� z� I� Z V) 0 � W a) •0 LU m Of N � o U (n 0 m W �8 a) M M fO �O M _� o00 i' CJ w"0D o �i rn o- o 8. v rn Q o All B D• _ I N N z Lu o o Z W a u U o w w W w — W > .g a a Z O � o LL;3o D za41 W N'¢Mr o fit �'`�'�. U @�� ❑ FDSEt'�rG CjQM zz • �A YY L � �fy YY • - ti v S 1 00, ����a\° tr///ftdEtttsl;l..�,�, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineers signature and seal. LE N IMAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www,LennarTampa.com oz Lo LU f� Wacac-� dZoo z0=x =ozz a 2: J ao o cc w z z ro �Z > 2 z a 2: Q a O J W Q , ^ L / 0 �QY� 7111 �+ FO 2 I..L tu `j a°'o- �a0 J N Lu FoLu zo M-& Z Z � 7-1��0� J rl LJ.I z Q W LL 7 49 a z Lr) (V 10 Q Z Z Q oo0 �j ca 06 QZQ :5 LLI = � z a Lu r, .--I a cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION N0. 5ol SHEET NO. S N 1 2x #2 SPF STUDS - - J @16" O.C. W/ (2) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES / 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS 1630A � 1[07=» CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID HGT. FOR 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. 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & g @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 (- 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT Q FOR ROOF PITCH 4:12 OR LESS. I -I PRE ENGINEERED WOOD _- TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH I I' TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT r NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE:3/4"=1'-0" S3 FOR ADDITIONAL SLAB ELEV. VARtES� INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN 00 g FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOINSPE ARD—� PORT AT EACHON 1 \ \ I I b II bl /1 FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 0o MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND Q W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" LO BELOW GRADE N a - , CN 'D r 00 ° C9 = 6 MIL VAPOR o BARRIER o D iv COMP. SOIL. (COMPACTED TO 95% - -L - N MODIFIED PROCTOR :7 co ASTM D1557) / 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) i TYPICAL WALL SECTION A 0 SCALE: 3/4" =1'-0" S3 C 6 00 N 0 E OPT: DEPRESS SLAB 5%" '- DEEP AND 6" BEYOND - E E DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS � z a !.e•''j�� III SEE A/S3 OR J/S6 ---'_ILI I I I I.15LL , I III I J= 00 FOR REINF. INFO. 3" MIN. CLEARANCE 1C14' " 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) M GARAGE DOOR SLAB RECESS Y Ki., N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x P.T. PLATE LOAD BEARING OR — EXTERIOR WALL SEE CC/S3 OR --� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2 �3 112" MIN. ELEV, 4-31/21' z A.F.F. p D CV — — — — ° C TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @ EACH END s „ „ „ (U.N.O.) (OR � GYP. TYPE X @ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL (1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH 2„ /WWF OR FIBERMESH ' , I'31/2" min. - 4" �• -I I � I-1 I I_ 1/2"(min. - 4" LEI I =1I_ (I -_I I T III -III -I 11=1 11 I �I (2)#5CONT.I -I -�Tt 1�11�11% 1_, I 4" 1.4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" CON SECUP��� ecs c �31/2"MIN. I 131/2"(min.)-4" 00 3 1/2"(min.) - 4"I- 911 =1 I I-1II J J I-III=1 I III LI-1T_I ' 11= 1-1=1TI=1_TI-III-I I-11- (2) #5 CONT. 4„ III —I ii1-4'I I 18" U.N.O. MIN. TYPICAL BEARING WALL @STEP CC SCALE. 3/4 -1-0 S3 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C o' THIRD POINTS 1"x P,T. STUD INSULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� r Zx P.T. PLATE ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR GRADE Z D , '- D c7 — ° D. z FINISH GRADE GRADE 40 MIN. F = 40ksi #3 & #4 LAP SPLICE y [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] \p o °Dcj -_-__ III-I-1 _ 15 >O0 6 MIL VAPOR BARRIER , III I ° = °° ° z 'rl I IT JI_I=1 I ►- N Z T #5 REINFORCING BAR R 17/8 -� IJI-IJI -III IJI III IJI- I-.11�II1-11�11 D° ° =III -III III=I I IJ I I -I I M I 1 •. -II=I LEI I I=1I #5 LAP SPLICE N I_1 D ° . —�I-1I I-= 1��—I' 36" MIN. LAP [36"MIN. LAP[ � J J T g OMMODIFIE(D COMPACTED PROCTOR ASTOM =J=1 1=1 1=1 1=I 1=1 1=1 I JJi ,III D1557) III-III=1 I=1 I I=1 I I=1 I-III=1 I- 4" 1, 4" i i--L_L _LL1l l l l l l l_111 111-III-III-11 FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" 0 - - a SCALE: 3/4"=V-0" v GRADE III T 11—I r (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1t I 1 I I � !•a• . "+,•' �I •�. .. 1 SEE A/S3 OR J/S6 J -'! I I II I ,III' FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS 00 11 Ir_ r E CV co SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol ,_ „ a J CONT. BEAD SEALANT ¢ INTERIOR d.A °- < a -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °d co 6 MIL VAPOR( - BARRIER 1=1 I I =I11 _111 111 111 RE 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E v 6x6W1.4xW1.4 c�.I WWF OR FIBERMESH C, d d ° K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM WEND OF 2" x PLATE 0 D LLJ uj w a. -1 11=Im. a P ZI IL r�l=l I �I I I D T,LI I I I I I II�r I _I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. .E 6x6W1.4xW1.4 WWF OR FIBERMESH r _ III=III-III I I I I �I I I-��' r (2) #5 CONT. =I 1 I I 1-1 1 I IIF ON 3" CHAIRS 8" 1' 4" 8" (TYP.) TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES 6 6 W1 4 W1 4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) WWF OR FIBERMESH N co - a ��; SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM a ' I I-1 ITI; SEE ROOF PLAN HTS20 FOR STRUCTURAL 00 'r a E= IIL I-1 I I I F (2) 1= I 1 BEAM SIZE & CONNECTION INFO a 2x4 P.T. PLATE 9 7116' COLUMN LOCATION O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -I „I , ,' I I' Ir'- . I ' 11 I MIN 7/16 O.S.B. SHEATHING 8 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE c SEE TYP. WALL SECTION FOR ADDITIONAL J 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. rM V) SCALE: 3/4"=1'-0" QS 3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS 9- TO FOUNDATION PAD ' d SQUARE CMU BLOCK BASE, MAT REINFORCING. Q ' CONT. FOOTING STEEL SIZE VARIES PER PLAN r� W/ MIN. (2) #5 VERTICALS z GRADE a c�., FILLED SOLID (SEE PLAN FOR = _ ° a _ SIZE AND REINFORCEMENT) c� = ° Z LL' o-I I I -I -IJI-IJI-1 1 1=1 1 1 w �- a w 1-1 J 1 J 11=111=1 11- Z BRICK PAVERS or SLAB PER p o "� -III= ! • ° a -_- -_-_' - z 0'-0" FIN. FLR. COMMUNITY SPECS 11 1; _ - - - .•?Affjo Ai 111 1 I -I 11 FOOTING J -III III-III-III-III=1 I III=1 1=1 I- (1 Ii 11 l 11 iiil 1, �) _III -III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 0 z o - o z CD N z� a U) z 4--' W rz M .V — 0 w = o �V � o0 m W E— 8 M N co 7 C',— 2 a coo _ C) 1 o' a N L LL 00 <0 0 -00 Nao • g z m<o A I B D® N.0 B.D C ._. d_a -xi N N 23 23 V� N Lu o M m 00 Z W z W L W � 10 o W oc� a) Z a�E� W N¢ '_ A prxv� ❑ ❑ .4`t1i o ( ice. / SE a e 'tr.. .°4111 .a P ;,��``�,�d�,�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz rr Jj f F aoo� J � 0 a ZU� �- LLJ �owZ Q J Lo r V iZ 5 �1 Ln � Z Q OO -v O �w = `� Q I w o°z o M Z aU8 Lr) zw N N N o-oQ a Q 1- oW�° Z Z �--I 1. a 0 J awwLIJ rl W w; g�a Ln N 2:Q Q Z WwQZ Z t o, o 0 06 Q� 7 = J m rn ,—q 0- cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: J M UROSKI VERSION NO. 5ol SHEET NO. S3 SEE ELEV. \YP) SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW o, 1/2" EXTERIOR GRADE SHEATHING ---" FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d x c" NAILS AT EACH STUD 0 N 2x P.T. PLATE 5/8" x 10" "J" BOLT B 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT t 1 #5 VERT. IN CONC. FILLED CELL W/ ¢ STD. 90A HOOK IN K.O. BLOCK (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 7 HEADER FLUSH TO OUTSIDE OPTION 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 1 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 N I KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. rn co 0 J NLID I i 0 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL o K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB LZ TROWEL FINISH SEE E2 GENERALNOTES SLOPE FORWARD\ FOR DRAINAGE .11 o SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL N SCALE: N.T.S. Of M VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH_,TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" WALL CLEAN -OUT q SCALE: N.T.S. SLI, REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 d O G d e a as a 8" STD.90°HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J \'\\\\EEN\ T 0 FORM CREATES CONCRETE RECESS TO 2X4 (NO M.) 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 .`:.., GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a d d a a a TRAGE TTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACEBE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ IF=� of DOOR OPENINGDOOR OPENING EXTERIOR ❑ ❑ 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 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SQ, VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --Ct 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) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END ° ° d WALL d ° a DOOR STOP w ° d MOLDING �r ? a d 2x TOP PLATE T 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 (TYP.) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /—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 ( ) 0/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 • - 48., SPLICE STAGGERED ' MAN O/S 10d @ 8" O/C SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK — u �1 EXTERIOR ATTACH LSTUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4\16d TOENAILS TO TOP PLATE t= 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 WALL TYPICAL GARAGE DOOR BUCK rK TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) 1 (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVERTOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF �O� 2-ROWS 12d NAILS STAGGERED N @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" 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 R S4 • INTERIOR HEADER: 2x6 WALL, USES 8 (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 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op DR 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. S4 SCALE: N.T.S. S(� 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z wl (8)1/4" x 1 1/2" SDS (1835# SPF) ° 0, 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 o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 IT 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d° d P.T. ATE \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON RECESS %-SP4 LINTEL / ° SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 -10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON SP4 J-BOLTS @ 24" O.C. MAX 2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING a 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ° 2X8 P.T. BOTTOM PLATE D 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 TRANSOM FRAMING -iQN --- N 0 o 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— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY (*R � SCALE: N.T.S. 0 zS z z a 0to C7 C-0 a—+ W � o .O W c F - `0 ch U " 0N m W E f— 8 CDM C M M Cn S iv O o N „ U �LLCO �o COao <tm �Q� M ¢ o BID® N �O � V N V) 17' 0 M N °p Zo � z I- 4n Z �a LU W � 5 0 ��� 40 a (a .2 _C' o z 6 w � � W CQ ¢C. Q U O www. ❑ ❑ ZPa . ` -' c-,o •� :V1 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 - Residential6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz 0 50 za 000y�0 Z W. 6 �aulZ Se 2 J L Lu 0 CeLU VoLO L Z z z z zcu Q� z u U = U) _I � . o z R o 4 0 QUA L J W o�oa N o � w H0Z0 $°�E Z Z N Ce W J Ln '-4W 2: C �ujuo �i¢--�yU Ln Z Z <aO aoo CIOZ W = JZ a� ,--I a U s SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION N0. 5 . 1 SHEET NO. S4 SIMPSON HGAMV 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 SIMPSON H1 OA w/ (18) 6 SIMPSON SP4 w/ NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) „ 1Od x 1 12" AT EA. ( ) 10d x 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA AND NAILING SCHEDULE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w! (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/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD W/ W/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED BOTTOM ATTACEA. END TYP. OHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP SEDMST VERM36 SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT M , BLOCK GABLE WEB SECTION 2 USE W/ 7) WEB, USE MSTAM36 w/ (7) 1 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H1 OA w/ (18) L SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24° TOP CORD 4" MAX. O.C. (OPTIONAL -SEE 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)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7116" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od 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 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 1 Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 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. SCJ () 1Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J CV N SEE STRUCTURAL---,,.OUTLOOKER @ 24" O/C ON SHEET S5 FOR X-BRACING, AND TOP - co .- "' NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° 00 00 SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ ,. 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ;° APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2 DEACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d ^ �j �' 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ 1 ROW () ( 3) 2" x 4" LAMINATIONS W/ (1) ROW UI " (3) 2 x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 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 & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 TOP PANEL BLOCKING, FASTEN N WITH 2x4 BLOCKING W/ _ rEXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION10dx3" @ 4" 0/C (2)12d TOENAILSNON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) _ , „ o SEE TYP. WALL SECTION FOR SCALE.. 3/4„ -1-0 .S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION g = ADDITIONAL INFORMATION. I" 0 �I LO N co MINIMUM 2x CROSS BRACING Q LO (SEE PLAN FOR N LOCATIONS) (2)16d PER JOINT 1 f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 N CROSS BRACING DETAIL 00 SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS o � v "L" BRACE W/ 10d @ 4" O,C. 12 (SEE SCHEDULE FOR SIZE o AND LOCATION) 6.9 MAX. �I I I II I II I II II II I I I II I II CONT. BEARING Y� GABLE END BRACING DETAIL C) MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)14d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT 1�, 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 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d --- 0 o T Q � o 0 Iz o w 120 Cal 4 o ' " 41 0 w Q o- cC G d ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. 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 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. S5 I AS PER BCSI 1-13 SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS `-STUDS @ 16"O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. a ✓,9 04- Y CORNERJACK , w z W O U HIP FRAMING REFERENCE PLAN SCISSOR TRUSS 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 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 rs z_M 0 z° z `� z c/) 0CIO 'N w V � 0 L D �� ~ c6 U 9M o 0 m I..L.I E F- S m M M m -,OO M _ � / ) O o 0 L IJ. —o -00 ono ¢m �a.� �¢ o B D. .N-+ N �yg �� 00 Z I — -D Nib Z � Z w � a -�o o w _ WM t w .= — Er Q W _ V a �� Oc S� o oo Z�M`�� W a N¢M D o � A b v V O w / ❑ ❑ �' : • E `'•• �aS Y9� "0. U p FL 1;�_��`�e �R,*�ESS,O't-�P�`q\``*� "4111111Itft`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. Engineers signature ature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. L AR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 9Z i za <¢ Weir U4080 °o� �owZ £ wok 8 rY , W N W � �i Z i. '^ �,/) }U £ J 2 a OC/ e' s z C Q NUpo � � O 4 z £ 90,o 6 0 f A 1 ` Q -.:,8 UoW-2 ��oLn a r. N � zz W a � �o�o 80�0 z n LU LO E Q W O a -Cz Lo CV Q z Z a �ZS ao m 00 2 a cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. S5 aci v 00 0 N I ao i a LO N x orn 0 0 J Nto 02 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905 INSULATIO BAFFLE 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE - ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ( ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W o = W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d = w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD UI= INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C WWW TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0H I OR FELT PAPER FOR W--T MOISTURE BARRIER � ft4A 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN III NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL E lx WD FURRING @ 24" O.C. BASEBOARD v MIN. 2500 PSI CONIC. SLAB MIN. PSI MAY VARY PER o MUNICIPALITY c c 41 1) ^ E 4 a. o CV ° n '. O M 1�=iJI-,�=77� I ; I V L—.LL LL d� ° c 6x6 W1.4xW1.4 ° �jjl�1—III—i�1 r n d . I I—TI I I a r/n WWF OR FIBERMESH ?T� I Imo—III—J I Imo— I I a a STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH — (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M w LIj v 4"x4" INSPECTION PORT AT IX a EACH FILL CELL TYPICAL Uj U) a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE 00 \--STD. 90 *HOOK d: (3) # 5 REBAR ON 3" CHAIR 4" L"'�'-ttl� (SEE DETAIL) W/3" MIN. CLEARANCE N TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 (Y T o z SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1l2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--_ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10 x 1 1/2' NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS SEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING - FLOOR TRUSS m 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. V . 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@1''^^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 "6") NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.15 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Ai — a. . 4A. r -Tf TT— I--TTT h rl I IL�I I ClF IiI r(3) #5 CONT. ON 3" I j 8" 1'-8" $" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING i REQUIRED I SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F FIva SHEATHING w = SOLID 2x N C BLOCKING @ ALL 0 C SHEATHING 0 EDGES (SEE OPENING SECTION X-X Lu a 0 C x E w x E 2x STUDS w BEYOND. SEE PLAN 0 0 U) I I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEENFLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. O O 2 2 5 FT. 4 FT. 0 5 FT. 4 FT. O 0 0 1O 1 OO O2 1 4 FT. O O 4 FT. 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) 0 w J ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD H U) ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD C7 z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING uO Q SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD 0 (TILE) OR 7116" OSB MIN. (SHINGLES) SPAN RATED 24/16 w LLu`0� y a r O m SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH =�OOrn 0 � m LL 0 PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO Z w LL x STUD AND OR BLOCKING AT ALL EDGES. NWOO u- A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" S v2° O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL Q NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8d NAILS 3" 0 C O @ STAGGERED rc WALL SHEATHING INSTALL. vancai"iorKiun S6 & NAILING SCHED. SECTIONXX T�I SFFA�y,°�w 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ 8" 0/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE oo tiFRz0 N6 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH r E a a. CV d M -I IIIIIIIIIIIIIIII 4 -7' I111 d (3) # 5 REBAR ON 3" CHAIR I 4' I I I • _8I W/3" MIN. CLEARANCE ALTERNATE FOOTING Mill HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1' 4' 1) (2) 1) 2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16'1 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE —I 00 dill; I �I� @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. Z Cl) _ o Z m Z Q J w U) V) CD (D C/:) •u 0 w :D E YZV) '— to m W E N M C M CO — U S ai N -0 M 0` o c) 08 co CL Ie Q rn N0 Co d o Qv v rn Q o Al I B D. N C B D C N Q CD c0� h N S rn � ZO Z W MMC? z � LL c a �. N� W W V �o a Z v, 2 E C,0 O Z W �¢M ! p C �FC6E0tl/t{ �� 0sE ❑ '• \ " it FL. SSvO' 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 IE R 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com oz O LU0 LU z d w¢Q�of Uz00 zow U,az� Z. �oz J dWoCo O o_ N 1! J m tZ 0 8Lu 1, L z � U i oC z z C n Q Q F— 1 -0 a < 0 J W ^ L 1 0 z �y L °o0 YV~ r-.., Q u-+, 5� m a M. L r a W N "- Wg¢ ¢a Z *-I W�P J aW � W E Q V) I.-: g�1 Ln N Q z Paz Z zJ aZyyS 0 � � 2 U] `f � SCALE : AS NOTED DATE : 3/29/2018 TECH: )MUROSKI VERSION NO. 5 . SHEET NO. S6 c 111 1111 1 w ii; I �.o-. Atil ki 116 „uAWr "iiuie aim ud.�. M, 11., 1,, I c x rn 0 00 r0 00 Q L0 r\ N -0 00 0 Q 0 J N a2 FLAT STRAP P Iryal vri ivy Ivu IY/11LV FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE. " = 1'4" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2q3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND o BOTTOM, GLUED AND = I NAILED TO STRINGER 00 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \0, 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" STRINGER MUST MAKE FU CONTACT WITH LANDING 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO <i- 2x8 SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL, DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING " k 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL ---2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN a" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS ` 2x4 SYP BLOCKING ` 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) CTI ON VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER VS -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION LATTACH ALL COMPONENTS STAIR TO CONC. W/ a'XTAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS \1x4 GLUED AND OF STAIR TO CONC. W/J" X \\ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / SECTION VIEW "C" SCALE: 1" = 1'-0" 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP 2x SYP CUT TO FIT MUST NOT TOUCH STRINGERS BEARS IN WALL 2x12 SYP BEAR IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 — 2x6 SYP 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ /2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) / / CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL TPE�4�1 I 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK `-2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx4/GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING E SECTION VIEW SCALE: i" = 1'-0" SCALE: 1" = V-0" -3/4 PLYWOO1 ON DECK --2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 DRYWALL STOP NOT SHOWN /-TOP OF STRINGER CONN.TO OF NEWEL PER CONT' 1 POST LET INTO (LOCK IDE KING I 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. PROVIDE SOLID BLOCKING (GLUED AND NAILED) FLOOR GIRDER 2X4 CUT ON C 1 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J' = 1'-0" SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT _TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAI LS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" Ul' Z M _ o z z Q a Q) is p .O w o �V) U o0 m N W �— 8 RIM N cM m `UM 0.o _ Qj .= O 0 ILL CO U � � t 0 mti o aC 8, 05 o rn �v o rn ¢All BID. N N o W sCa C Z z (7 N prcp� Z y � a uUj i Z -A a to0z_ 6 LL Z Q (" LN C14 Q O v U O WWW.F ❑ ❑ �Coll `•.• ,• J"OFE SS �O�A To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z O -LU o za Ea Lu < zoo Z Lu �0W? -I Uj 0 m 8 W N L O LU z > C/) J xZ g Q D O J� U � z _ o0z �P �4 0-4 Q IV) I= uoa ce r-2 N L`' �W� Z Z .-� LL �0 U 0 W Lf) LLj awe Z J r-� LLj 7 Q r U g~o Ln Q Z � < 0 �zoO M W 06 Z :5 = N J a rn T-1 d (n 0 SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. ST 5 1n11 Ail 3 c v 00 0 0 N v 1 ao Lo Lo N rn C) O J (N(pp 00 v c 3 Q 00 N n E v E LZ x c J N L U `v 0 UI U N 0 00 N N M 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4* 1/2" DRYWALL DOOR JAMB REFERVtj1 X 4 1/2" DRYWALL ♦ UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 CONN. DETAILS MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR 1 X 4 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 3-1/4" LONG X 3116"0 FURRING 3/16"0 X 3" LONG FURRING „ „ TAPCONS 3/16 0 X 3-1/2 LONG FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGEREDLL11X8 STAGGERED @ 16" X8 (TYP,) BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 1� DETAIL STD. STD. 90' ` �I 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB /16" x 3 -1/2" APCON @ 16" JU METAL SEAT PLATE 1X4 P.T. NOTE: .C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4f:IE7/ LAP SHEATHING TO DOOR JAMB (REFER 4EACHEND W/MIN TO SHT. SDW2-K1"EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAILS BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 M TP FURRING _ 2X8 P.T. WITH 3/16"Q X 3" ' +2„ NOTC FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. EW LONG TAPCONS P.T. AS REQ'D $.. STAGGERED @ 16 O.C. 2X8 INTO BAND JOISTD& (4) 1R/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5 NOTCH WEB AT FIRST 2 COURSES E I411* BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER _E FOUNDATIONFILLED 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 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT fi Z-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK Z SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x21/4" 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 (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER wsTRucrloNs. 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. <<.: . INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" �- 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'4' O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4W' WOOD NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" Jr TO TRUSS � ERygN TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + CENOTA/ PLYWOOD SHEATHING 1 r_0rr 51-011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + IAS 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 ,p o 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL + TO SUPPORT TRUSS #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH „ „ 2 0 8 (5)12d NAILS SIMPSON + + SOFFIT + °D a 10" s p d ° 4 9 R CENTERED W/ °, IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ 10 ) ®, o v ° 4 . KNOCKOUT / N 8d NAILS( EACH TRUSS , .' .� ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR s� s d MONO FOOTING 1 •A , ° x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 7CLEAN 7ARCH JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION #2 SYP @ 24" O.C. ENTER SO IT DIRT 6 z TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °' ° STANDARD o , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 90 HOOK N #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" ° -� e• ` `•' e• ` `•' s• ` `•' s• `•' s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 4� 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED SIMPSON "SET" o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6,_0„ N. EPDXY MIN. 6" EMBEDMENT & U) 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 < L- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ;' v v a REINFORCING AS FOLLOWS: * SEALANT — -- I =ITI=T I T o < a Q 1 HALF F R BED INT. D PLACE LOWER HA 0 MORTAR IN B JOINT. 0 NOT FURROW. e — — — — � U_ #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - 6 MIN. LAP SPLICE W/ REINFORCING PANEL —� o' P — — - —_ — v z — can LO EXISTING FOOTING , G 00 (2) #5x6 IN CONC. FILLED CELL SMOOTH. DO NO FURROW. , D:° _ _ `N 3/4"x5" MIN. HOLE DRILL F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. P — SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p ° El G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° ° `4 ``' \ -::. I 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 g • 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 JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16"MIN. COVER EAWAY WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 . 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. 0v Z o') _ O z° z� n t� z Ln CD W f13 p •O W �V) u '— ca U O o m W F_ E 8 N M m M m M M S CN p .0 0 f 1 `LvJ L LL co o Q a N 4 o v7 av rn Q O Al I BID \� _ N • w � O ��n N Z W MNoz �' z LU N a w W V>�'�ga � O��m g Ern (a(pp? LL Z Ca W Q CN a o v O N ,f"• lb 0� _ <� _ r �Flllltaao��,,����. 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 - Resldential 61h 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 z¢ a� W uj ix oo�00 ZI-- U 4 S:01zz UJ O� O��o Z� O L uj zo > fZ Z � a � -� o O = � C/) J_ �9 . �Ro I- _j Q aY� J W2 Lr)LU N Q zwz Q �zc Z LLo�E J LLJ a a Z 0 r-I Q Z z N Z Vo❑ ca Z Lu 2 z aLLI ,--i 0- U0 o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION N0. 5ol SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-- COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS MAX & EACH END ALTERNATE , DIRECTION TYP. -� v v 00 0 I 00 Q N rn 00 O a J N dam. I ao �I a 00 co ---/ -WOOD TRUSS --/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: 3/4" = 1'-0" •Y/L-IVu"nVl1 111V Y1r"1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) K PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE. 1/2 - 1-0 SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ (14) (1 SEE PLANL. FOR CANT. 16d INTO HEADER & 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS FSPFTETOP BOTTOM CHORD PLA ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION b MIN. 2X4 #2 SPF STUDS @ y 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO mk SEE PLAN FOR PLATE BELOW TOP OF WALL p MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE: 3/4" = V-0" 7 SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULED C EDULD/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A I SEE PLAN FOR SIMPSON MTS18 w/ (14) —� 10d NAILS TYP. U.N.O. SEE PLAN FOR CANT. IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" XX 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 a@ FLOOR CONNECTION r2�2� SCALE:NTS SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. It • 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON 4.. 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 GABLErl 2 SCALE: 3/4" = V-0" 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE Zx SPF #2 AT 16" O.C. BUILDER FRAME _P RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d SCALE: 1/2" = V-0" ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON OR IF 2 PLY LUS26 w/ (8) 10d NAILS � 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 ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---" L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT �39 SCALE: 3/4"=V-0" DETAILS & SECTIONS C9 `� co 0 z�z 0- U) z c/) (2 w a) ruo 0 w Ti7 2 N U W o0 m M E N 0) CU M N-0 CO _ O o 0 co U 8U_ ¢lz- m �g cr>Qo B D0 NYC* N �O V IS cn rn .a] mZ W 6 Z W MNz Sal � C i WLU 10 a Q •- Z 0 SU3 Q O U) v tog U, UL.w cc W Q N ¢ `I' Fy 'z ¢� o /1b h'vFDA(Ef11C, /7 ❑ ❑ Uvv ` -j C) t Lip ` u �✓ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L AR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz 2 za fF WaW0� Uz0O z Z� c�$J` w �2 nq . U1�tj0 L '^ Jz zz Y ,��> Of U z I..L a z Q U 4LJJ � 2: C/� o -0 F_ 9 W U 2 \./ � C J �� F� o " <t 6 22 *� N o -w�w� Q oo � Z J a L-U 0 u..l Q z N a wo � �Z N Z a0S O 06 g Ln r-, ,--I a (n o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5al SHEET NO. D 1 01 -o o: 0 00 0 0 LO 11.0 to r, N c a> 00 0 J (NQ c i 3 N a E 0 x v c c Jy N 0 0 UI .o a i 00 0 N '4 ]L N (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 (USE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION, 2x CRIPPLES @ 16" O.C. 2 2x SPF TOP PLATE ( ) FLUSH W/ TOP BLOCKING INFO O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR :° BLOCKING 2 OF MASNORY & 8d NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 0 FLOOR + 4 STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. 1 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER TOENAILS. • •a SURFACE A 2x4 #2 BLOCKING7 THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB INF G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERE SHEATHING (MIN. 7116") FLOOR TRUSS/ NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL '' •°' VERIFY W/ PLAN 8d NAILS 3" O.C. @ JOIST SEE PLAN (2) N MSTAM36 w/ 1-JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP 1 Od NAILS (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w! (26) 10d ON ST TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W NAILS INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID IS INSTALLED). SCALE: 1 1/2" =1'-0" O.C. (MAX) AND @EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" =1' - 0" GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = 1'-0" SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION 2) 2x8 OR 2 2x6 TOP ( ( ) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o 'a• �•oo o. q. a. o. w/(18) OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 HEADER w/ (2) 12 TONEAILS FLUSH w/ THE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZEIDE 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER o G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM 3 MIN O 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ ISEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x C B B C PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. H FLOOR SYSTEM (MAX. OPENING IR 4 �T) OR LVL GIRDER SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / THAN 4DTH IF OPENING IS GREATELL JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE a LJ 2 x 4 #2 SPF STUDS B O INTERIOR HEADER G TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F IYp F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM \ MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT u°:�. o.°a. o.°.o. u.•o. SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS AND NAILS AT BASESON SP1 w/ (10) 10d NOT REQ'D TO HAVE CONNECTIONS. • . • ` *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. INT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIORER ATTACHED PER NAILING SCHEDULE rj HEADER CONN. 2nd FLOOR @ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOMCRIPTO FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. aC� GIRDER ARE LE (IF CRIPPLES ARE LESS THAN 8" PLES SHEATHING CAN STOP ONCE UNDER 7 SCALE: 1/2" = V-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = 1'-0" ° ° .v° • ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP SIMPSON LS30 w! (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS ° DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS 2 2X SPF TOP PLATE () MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/ �TF 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE W/ 2 12d TOENAILS. �9T NO F �x4 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB () () OPENING LARGER THAN 4 ft (2) 2x 4 8• T TOP SPLICE tiljN Op (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD �_ ° 8 GREATER THAN IS G R T N 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ° SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS '' I W/ (2) 10d NAILS NAILED TO STUD PACK ° � FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 �1 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" c� z_o z z r U) f� o •0 c/) = o2 .� U co F- m W N M C 1713 M co -T-O o No U "' t- " o ati0 QM Coo Loa i Q o B D. 4c "10 Uz LU MN°OpZ W z a ui N C LU o a 5 0 c 0 WLL i P •SSE• _ Q ; O C%) �it,�ittttlill It, To the best of the Engineer's knowledge information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz CO G �o Z z 2 �a W¢�� UZ8o oo�0 oZ� Mo O� O rn v ! z z } O U i Z �/ Z D C: W ^Q^ U) Z O -0 I'— 06 z w U y / J o0OZ a�c� 0 J < S g ^. W ro- zwz * N Q ¢af� ~°o�� o z J +� LLJ �ao� aW �o a z �--1 w Q Z y cu 2�2 wo N Z aW¢Z N0 N co00 Z � 2 V) 0 ,—i a cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. _S_1 (D -v v x rn 00 0 0 N N 00 00 Cq N 00 0 0 J N do- 00 t-I Q co E 0 00 0 N N M CD 0 WEATHER CRESISITIVE BARRIER 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 1 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-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-ADHER OJ SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK :71� PLi1b�1 Eon 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 V 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 �ro (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 a 0 0 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF-ADHEREDDDECK OISTLASHING F ■ , SELOUTSIDE CORNER FLASHING T Me FOUNDATION WEEP SCREED Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1 /2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked 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 CD Z M - o z z Q U) V) UI C �--+ Lu �V - 0 Lu NZL'I � C� a � m W E �- 8 �M M S ai .17 CN O U a� " co y < 0) O Y f� Loner AlB DO N ~c � r N D .wV U) o_o �rn O Z W M N� Z z Or— O M opU) o w = w W a W 4J E 2 y a L �T a Z 0< 8 Q� a�� z8 � W N Q M r a N O v U O ❑ ❑ WWW.FDSENG.COM 0 0 N co 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com In In Lu f� wa�ir Uzoo ZLUZQ� �5ZZ�aLU J COCo VJ .w2 O J N U�LuO Z o f / W Z Ce e-1 M 5 Z < F� O o Z O 9 W U = �J ^ L / a W . 9 p00 I- u,iroa Q *k �c Z<<� ¢aw Z S? 2 Z CY 2 LLI �1 L / W <W LL (D Z TI F ~ Ln 2 Q LL F Q Z <az Z RZ O N� W O Z LU - Z Q W a c=n o SCALE : AS NOTED DATE : 3/29/2018 TECH: )MUROSKI VERSION NO. 5ol SHEET' NO. WP A L SONg'=rlB March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes 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 INDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -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 [-Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30f2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stroncitie.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. A1�4' Keith Cullum, P.E, LEED AP dw4BDW Engineer, Southeast U.S'. Branch Page I of 1 Sknpeon Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 wvwd.stronatie.com �` 14 WY,� j`3 .-"'.SPIN r'v ,; ,,,� .... 5 y rff -KP -•_ 11, " & .; ��'tl .� S a 1 �,. "x �' G k 92A S KV11 r tit e A3 FL17244.1 ESR-3455 A23 FL10446 2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216.3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HUB10 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244,8 ESR-3455 HTS20 FL10456.23 ESR-2513 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10687.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852A ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11495.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456..35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200603 NFM35X12 FL578.2 Evaluation Report MBHA3.5B/11.25 FL13904.6 ESR-2615 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473,2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17235.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17235.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 Sp1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf Therni Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf Ther naTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThennaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThennaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf ThennaTru FlberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Wndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products. Residential WndCode Doors W6 (SX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.01-30.0 psf Clopay Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.0/41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and 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 psf C. FIXED MI W ndows and Doors Series 165 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soft FL15272.1 - FL15272.2 +70.01-70.0 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 Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16' wide roof panel FL11651.2 R3 N/A 5.SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. 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 N Cn C U O O � a) O cu O O O W O O LL 0 M -0 E w 1- .Q 0 U CD Q Q FAA W J n1 1 fir.11, t. SHEET N0. PA 1.0 . N Florida Daparbn la of Business & Professional Regulation Building Codes and Standards Product Approval Application DataB 1'.P+ t152a18 Florida DepardnsM of Business & Professional Regulation BuildingCodes and Standads r Product Approval Applkation Detail pets I V51mis Florida Department of Business & Professional Regulation BuildingCodes and Standards Product Approval Application Detail Pap 1 v5we Florida Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pap , of / Ym1e V L Q O O '�� • V J U }e U) CD -U •L L O 'y 1 ,O O ay ant `y O +ems y� ' ^ O V J Tt V w � (n L u}aJ -� � 0 � t_ r /1 I— � �% / /11 �✓ i•� rr W tR ♦ y > Q- Q FLiP294s14t2 Cie Entbcac QdM Ibis FIND A ldIM e211ave- 7yna Ymbn 1 Contact Emahmar Validated IN Validated atre�lld ! Ap�red atmre Revision 2017 Tne gory. Corporation Rid Wright Lyndon 9 Btlmlwt P.E. Ryan J. lOmg, P.E, tOM62017 07M2/2017 1O/182017 12n22017 Approved Css•g•rY: Exhortr Goon (419) 298-1T40 PE43409 (813) 7678556 Subcategory: Swkgi g Exterior Door Assemblies dol wQnWMpconsubrrh, Compliance Method Evaluation Repod hen a com Florida Registered Architect or a Licensed Fbdtla Professional Enblnser FILS2114114R2 Produces I21mbLue Aoorand for Use Approved for imm notiontLWMLAasureac! IMa1 PJ3�ertlptlm M1RAR g)WldaHVHZ BssbMnt Pleasure,! 1 a. Thmma-TN Rber4NSNlc mid 9mootlr4lhr Nominal 61169391,684uobNNMmpad1kquok Opaque 12/31/2020 No Yes No WA Composite Edge FDergYse Single Door (Immi g/Oubming; X mMpurst on) FLS2MMJM Cie EgIB gr 20 20 ! am iyge YBrean lNm�um CmMaa EnctmKiJdl.nM Y Jpr )fallOMd NAM= !&QAmro al Aporro ad atmre Revision 2017 Themla-TN Corporation Rid Wright Lyndon F. Sd m dt. P.E. Ryan J. King, P.E. 12113MIl 12/1312017 12211t017 Pending F13C Apprmas Category: Exterior Dom (419) 298.1740 PE43409 (813) TS7.6558 aubGypay: Swamis Exhorter Door Assembler del wililrxbldpoaiwgMy. Floridampwna MuuUwd Evect or a Report from r rlom FReatlbredeer er a Licensed Florida PrdessbnN Erplmser FLE2HM-t2 Talk version ! Contact Eosins[ & Ngmyatideted av bon ! Onts Yddntd aWmlad lEC.� Aaesi� 1pmre Revision 2017 Themne-TN Corporation Rick Wright Lyndon F. ShcrtedL P.E. Ryan J. King, P.E. 101152017 07/122017 10M62017 121212017 Approved Category; E:derrlor Doors (419) 29&1740 PE-/9409 (813) 787�665 aubGlagory: 8 work Exhamr Door Assembled ddwQWb4gaheutalns. Cor pas am Medlod: Evalustlon Report horn a com Florida Registered Architect or a Licensed FlorMc Professional Eng FLON4111,R2 Products A :Yid A low"121" Product Model, Number Product Deepdptinn VN HZ outside WAR Resistant, p� 8 I.TMmsTN Fibar-Chssic and S SW Nominal 88N39;0 dqudXon4mpac*uok Opaque 1213111020 No Yaa No NIA Composite Edge F6erytew Single Door (Inceing Ouhwing; X mMgw0m) Fla2MM4t3 swum Gab Odle Data Pending J2eM UBt Y1M9a LMredac6lm Cg�ct ErMlmlr a Lkerr vNleat.e Ow Yam E1ds0� 1 Approved IBmre Revision 2017 Therms -TN Corporffibn Rid Wront Lyndon F. Sch nWL P.E. Ryan J. King, P.E. 12MV2017 171132017 12)2112017 Psndmg F13C Approval CNegorye Exterla' Door (419) 20&1740 PE43409 (813) 7674866 Subcategory: Swinging Exlarbr Door Assemblies rid wtilmbldpconsulams. FloridaRegistered ArchArchhaed or a Licensed Florida com Professional Engines FLM Malats fdait EMMLa[ !!sit 17sk FOC AppOm !� Om: YareMa tl1aQ!✓Ibtlllm Ceded En�v3.Llram! v.Iaat.dey Ye1dWd aWldtld 1 AMrovd IMma PAVMM 2pt7 Therms -TN Corporation Rick Vhbin Lyndon F. SdIMIA P.E. Ryan J. Kkg, P.E. 10/15=17 07112=7 1D/182017 121122017 Approved Category: Exhdor Doors (418) 2p8-1740 PE�3409 (873) T87-8655 eubGtspary: Sai ging EAKlor Door Assemblies ndw@nvbNgoonsuEenb. Complanee Medwd: Evaluation Report from a cam Florida Registered Archaed or a Licensed Florida Professoal Engineer FLOW614t2Pw A .Use AMroyd.Mr Lim in g 22WM aggj Eli jnNIFIp. Outside HVHZ Bawl= preewsm 9 I. Therm -TN FWorChWc and Smooth -tar NomkW G&M88euarNon-Nryecuquol; Glazed 12/31/2020 No Yes No WA Composite Edge Frougim "I. Door on"do; X"orkrg; X ooMguration) FLAMMA7 Cam LM19at Mk Ogle a& Oros lremm Mentm� Lm d EmlpuaciNrmpM Vumted en lomntd NOW" FSCAaemrel Approved own Revision 2017 Thermo -TN Corporation Rid NMghl Lyndon F. Schmldt P.E. Ryan J. Moll, P.E. 12M=017 12/1312017 12121f2017 Pending FSC Approval Category: Exterior Goon (419) 296.1740 PE-43409 (813) 7676566&WdDNLLUWM3NMOMMW110101 SrbGtegory: Sorkong Exterior Door Assemblies r ol-ormbNgoomuhMa. Cenpgenp MWuod: Evaluation Report from a am Florida mReplebred a a Licensed Florida fJ itBL tent Eatlelat QaM WM Dab Peodina lirda Validated N � �� �� �� �®� �� ��' RWhbn 2017 The no-Tru Corporation Rick Wright Lyndon F. SahmML P.E. Ryan J. King, P.E. IW162017 07112=7 10M8I2017 12(1212017 Approved Category: Exmoor Doom (419) 299.1740 PE43409 (813) 76745M SubCdWW Wklpng Ederior DoorAuembAes dtlnvrbldoonxb. Compliance Ma Report henri car Florida FbaRepbWredAhisedor, a Licensed Florida Engineer R.02MM4i2 Products Ouft Assurance 'Uft' Approved for Lhw IMRIM DIn aw Sa In HVHZ Iifdsid,.HvHz Resistant PJ2eMm 14 n. Themes -TN Flier-Ckub and Smooth -Star Nominal S&M3 0 BaKwtlion4mloaddqud: Glazed 12131I20.20 No Yes No WA Composite, Edge Fibs glass Sogia Door (kwwkglOuhawing; X ooMgmnra6on) t,-m Cgae EnUN Or Gate OLt DaftP�g Oahe LUIS Version Approved Revhbn 2017 TMrma-TN Corporation Rick Wright Lyndon F. SchmN4 P.E. Ryan J. King, P.E 12/132017 12/13R017 12212017 ding FSC App. CategSubcategory.o:Ext flor Doom Exterior DoorAsssmblisr (419) 0 fe PE-43400 (813) 767-0556 Wwe Mootl: g Ex efbn Report from s oom Comp)Florida ncMRegistered Architect or a Licensed Florio FL62OM4t% Products iL12IM4l-R3,Fro..$ FlJr 4 t3 Products Professional Engineer ffit A,,r,,d.for LIM Apprunred for the 1, HVHZ CIIMld, HVHZ lMmct Raw" 21m pressure Ent.! 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Theme -TN Feu-Claask/ and Smooth -Star Nominall 8&#W,,O 6quokRon4mpadBqud; Glazed 12/312021 Composhe Edge Fiberglass Single Door Alnt[erdta[IMe Approved In H(jg Outside,Reembied, No Yss No Re" pressure WA Search Criteria (Wawk lDuw.* p: X Conoomwn) Florida Department of Business & Professional Regulation page I w 1 Florida De pertmeM of Business & Professional Regulation Pg.1 N 1 Building Codes and Standards I/a201e Building Codes and Standards 110016 Product Approval Application Detail Product Approval Application Detail Florida DepaAmant of Business & Professional Regulation Building Codes and Standards P.pa I d I +I ale Florida Department of Business & Professional Regulation Building Codes and Standards Paw 1 a I IlMIS Hdl raft mm version IlwMaluix FrotlpLeL Contact ZW*MKAlk� Validated Do Ogle JLIt Dab Pending Yalidrd aahlalld IFIIC AMroveI Rot52d! Anom.d ame Lm !balm mrodrmlm EdpbLo[ Contact Enalimor&Uce YaMaMd.ml go Jde ! bill" IBllialilld PWApgmMl Oats AMroved Amp Product Approval Application Detail Product Approval Application Detail R.I$W 2017 Therms -TN Corporation Category: Exterior Doom Swinghrg Exterior DoorAssembllea Coumplisrlln Method: CartMalbn heed or Listing Rick Wright National AcpWaation 6 Ryan J. King, P.E. (419) 298-1740 IMmgemem Institute (813) 767-050 ddW@rw6Mpamudalb. corn 120MI7 09,21=17 1222r2017 Approved Rardsion 2017 Therms -TN Corporation Category: Exterior Doom Su i Exterior DoorAseemblies ' Swinging Compllruu ll Certification Mark or Listing Rid Wright National Accreditation & Ryan J. [ft. P.E. (4/9) 298-1740 Management Institute (813) 787.8655EnthySubcWgory: rkkwembNgamsuaents. con 12202(117 00212017 12122/2g17 Approved B2111=44 V-1 lYlM YlObII RavWdr 2017 MI Windays and Doan Ersoln S�OC '� Y Bonn saaga Luis Robert Lanes Shawn M. Urid6 PE ld !rod Y� al.� 08113rJ017 asti t2017 d Q1 1 A00� 06/154M7 101102017 sleds Approved FLA1533ZM IYg Y!� Ra rldon 2017 C MI W ndowa and Door OWN or Cmbct CBpfssK&L7Mssl Bonn Sharer Luis Robsno Loma Steven M Urich.. PE d?� di•i FOCAlndisu dim Yaptlntd alimtl� FHCdoemral Aporoyad OSI132017 080`11/2017 08/11V2017 10/102017 aMaM Approved Category: Extsrbr Doom (717) 3683300 PE-82514 (7M 317-8454 Category: Extorter Door (717) 36533W PE62514 (717) 317-6464 Subcategory: SMbV F)detbr Door Assemblies heMngaQmled.can SubCafapory: Srdig Exholor DwAssemblMs bwaingerQmiwd.com au X QuidiaAssurmicut P Approved for the Amarmnadjor Use 1. HVHZ Outside HVHZ )mpg Bsslmret D"Jor, Prel ome ffi! Quarm Approved for thw AQQt.ld for In HVHZ Oldbio HvIlli based 1MlbMnt gesion pammme Complence, Method: Evaluation Report from a. Florida RegiWMArdlKed or a Licensed Florida Complanee Method: Evakwtlon Report froma Florida Registered Arweed or a UansW Florida 1 a. &quoKC,C Crc6&quot end SquokBendmark by TMnm-Tru&qud; SR and SN Opaque and Gland FNxrghm Door with 12131=1 eat wilwd SkNassbgwYp and OuNwNq No Yes No WA 5 a, BgwtSnwom-Snr&gwt and &qum uctlimc rk by TpwnwTruBquot 618m a810 Opaqueand Glazed Fiberglass Door with 121312021 and wMiad SkNNW. arswky and OuMwhp NO Yes No WA Pnfwlorml Err(pmer Professional Engineer QLaW AaYmm, AagMCM for Use ApproverilonUse WAS Deslm QuWW AtlaMOM Aborwad for Law Approved for Use bum OMim Search Cdli,IWreh.Sr�d antiIfternberreirMarma ProduotDopededon corAmet Latrown Dam ILUM CkokbHwc BssbYnt Iel!!9Y¢ am.1 Product Model, Nunher Or P Iamm OUOBW&HVHZ Rimbaud Preston 3 $ERIE8420 ALUMINUM SCE) REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12I3lrMS NO Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED M 121d12018 No Yse No WA 1453/4&quotx9Mquo4; XO, XX 988quotx986quot Florida Department of Business & Professional Regulation P.P I d i Florida Department of Business & Professional Regulation Pap 1 of Florida DepaNneent of Business & Professional Regulation papa 1 d 1 Florida Department of Business & Professional Regulation P.9e 1 d 1 Building Codes and Standards 1/61m18 Building Codes and Standards 11=01e Building Codes and Standards 1154018 Building Codes and Standards I/Nola Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Pltfa6 11.015332414 t3t112i4R1 9111 Enter OF 2101 2di Dab Pearson Ogle 9�t4� CsOs Enter Or Oils Olio DOW Porldirld 2111 22111 Ion! YmMn Itlnldsism EnWor 920a EnamEL&LMM YlBdinied by go Ott parallelism Y§Wod aldlMllYd F8Q Amami PBb A,,,,d ANN Cads ]tent Yea1m 1111111adishm Enter ar Collect 2..k—&li— Validated Ow 20 MIS DabJem9M yamod aldmod I'=Afe®Ial 21M Aaa®red Awn mm YudgII Revision 2017 miguldaitiligia C2opey BILL" Products Canonry Enalaser A License V Ndmbdby Mad VV*A~ Intsrtsk Tostbq Sarvlas NA, GaryPfushM Y a114ID1ad 11292017 0SM02017 FISM Amongst EMrovd 121052017 INK Approved IYSt Yarelm Revision 2017 YM+tbmmc away Sulrang Products Company CORONA EontMacf1lmorme VaId.ML@rz Mark Westerfield IMerMc Teeing Serviom NA, Gary Pluehler YWW&td AW IMM FIND Approval 11292017 09112/0 02017 152017 Amp Approved Revision 2017 MI vWxtoes and Doors Category: Dasilar Doan Subcategory: Slog Exterior Door Amermles rn R ce Method: Eusluhloct or a Report horn a FloridaFritla Regnalond Ardmaed or a Ucensed Florida Prohssioned Eniamoor BrantSMrgu LW Robert Lomas Shawn M. Uddu, PE (717) 386.3300 PE-02514 (717) 3174454 hefMpaQrnlw&com 081132017 OBM12017 01IM11 017 t0/102017 Approved& Raulmn 2017 MI ONedawa and Doom Category,adaty:EviedwSW Door SubOategory: Staling ExteriorEvaluation n RetfromAssemblies Compliance Mood: Ewct or a Report from a Florida RrpNhared Ardmasct or a UcenssO Fbrkha Professional Engineer oat SMmger Luis Robert Lone Shaven M. Urkh, PE beill 3658INv PE-02514 (717) 31744M baltMperQmlwd.arni ON13=17 08I712017 08I182017 10110=17 Approved Category: E:deMr Doors Compliancy; vd wonel Exterior Doork Or Wool CpnpYwla Method: Grtaatlon Mark a LMfep (513) 770- 0 Ind. (513) 5194M mw>m6ar6etl@dopsY.eom Quaft Assumeca, Apuroved rorUw Approved far If" 1M210 Onion Category. Exterior Door CoDCahapory: Sectional m; C Exterior DoorAssembliesorenwase l.prnpSanee Method: Certification Mark or Lisamp (513) 770-M Ins. (513) 51%,WW WY.am Approved for LW AaH>an.LTr Lim krAn d DOOM 01 as Clio g,#1y21114 products FLJNS3SM Product,AMA Pam In HVHZ DOW" Yf¢ Hari" Pressure 120 OmductCac�Ma Will Cnt.Welp(H8 ash Pressure,Pressure,37 15 037 WS-09 PAN-2F1: 84A, M, 73, M 1500, 190. 76, Shaul Pan (min. 25 ga.) Single -Ca (up to SIT wk%) 05212028 No Yaw No +30 PSF/32 53 D53 WS16 PAN-21F163: 84A, M, 73, 75, IBM, 190, 4RST, Shot Pan (mat. 25 ga.) Double -Car (9 C to 16'0' 05121=8 No Yee No .30 PSFI W Am Product Model. Number Or Mean PmduotDwrWm Contract Zxolws1Qn Dab Approved far Use Approved .for HM In Outside Hype Mmct ! IaM¢ pywalum E11.1 ProdwtModel. Nita ft orNsne Pruduld poolicam Corstrad Expiration Date AmroliWfQCSb! ApormnallipfUss In HVHZ OWWWHV#iz IMaacd flastalsig oftion prigmerat 78V, 4RST, 4RSF, BRST, SRSF. 2RST, 48, 42, 85, 480, 42& WS, 005S. GO53V, GROS, GR5SV, AR5S, AR58V, WINDCODE&8174; W5 Garage Door PSF 4RSF, BRST, SW. 48, 42, 66, 48S. 428, MS. GD58, GO5SV, GRSS, GRSSV, AR5S. ARSSV, ED3S, ED5SV wide) WNDOODE89174; W5 Gampp Door PSF 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM Soo OXO 120airms 145-W4&quokx80&quot NON -REINFORCED No Yaw NO WA 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OX. XO,XX imir01s 968quotx608guet NON -REINFORCED No Yaw No WA E063,EDSSV O Florida Depertnlent of Business & Professional Regulation Building Codes and Standards Page 1 of I I15rmle Florida Building Codes and Standards Regulation Iffim+e Florida Dspar6nent of Business & Professional Regulation Building Codes and Standards 9 papa I d I 1srm+e Florida De partmen nuns Iona Regulation Building Codes and Standards n9 Pq+d1 +1a2o1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL1M14t29 F IU14 tl Cede I0111 vlalm Revision 2017 musdigians MI V&ndpws.nd Doors Category: Exterior Doom SmdCalopoey. SIWrg Exterior DoorAwumOss _ ComplianceReport orfr ch Evok gmor Enter Or CMMot EnWl ALlssrlim YWdMW®c short Singer Luis Roberto Lomas Shawn M. Urloh, PE (717) 365-V 0 PE-02514 (717) 317.8454 b.0l g. QmKW.com go 2da Oeifte" Ymldmd aWapld I=Aaamrnt 081132017 oem 12017 08115=17 no Apemred lWI02017 AMR Approved 226 Ives Vlmbn Ravhlon 2017 YmYMmrm POT Industries Catspory: Exterior Doom BubCahapory: 8Mbg Exterior DoorAssanblies Complancee Method, Certification Mellor LMkg Earbra[ Canted EnaMM[ALbwM vlll dmm Dean Ruark MISMI-oade SCCO - CER MlamFDade BCCO- VAL (M1) 48MI00 (788) 316d690 dnadl@pptledrabisacom 20 felt Dids.P-diM miudld g b kbd P11CAnwayd 12202017 I l282017 Oslo Apaaml 12262017 $Mire Approved S91111 IYM version Revision 2017 malaguz CURRIES DNislon ofAADG, Inc Cahapery: Exllseer Door SubCatspory: Fatsrior Door Components Campllrw. Medred: CerlMatlon Mad or LWV Enter or Contact Enalssu&1b1nM V.DN By Dedic Dave UL LLC Ted Bemen, PE (M1) 4942844 (306) 668-4707 dave.adk@asssebby.ce m Real Ode Voidness aWapMd 1 t1302017 1026017 paw Paid[t no F9CAssrrawal Apprand 1210612017 Am& Approved Cs2b 1Yd Vealon Revkbn 2017 1MaLMmIm fie Windows and Door BubCrhaporp: 8fegb Hung Compliance MaWod: ConsBmlbn Mad or LisWg Enter Or Contact Engravers IL License y lkaehadIN and Saager Armdan Arohaadursl Shawn M. Udw, PE WaanperQrt9vd.can roue n 17 202 Ibis Dab Pandind gas YIIW&Md arlbmlaed FWAMMAI Approved 12292017 12/132011 all" Validated M — � Floods Rgbhaill ood a Florida Professtensl Engineer FLOM4t2a Products FLa11a37.R7 Products FLAY4294t2 Product, IKEQuelibrAssawasice Iba1 5 SERIES 420 ALUMINL01 Soo REINFORCED S SERIES 420 ALUMINUM SOD REINFORCED XXX 121312018 Aaa�use InJOINZ OUW&HVHZ No Yss � Rlslmd No � P1sssurt WA ami 10 Product Modd.NumaOrNenw SGD-5570 (Large Mbstis Impact) Gru.abr Assumme Product Contract Exchadon Dab Vinyl Slog Glen Door 04/141=1 Aumoroved for Ices Approved for Use In.HvHZ oumme Yee Yse WW Roebwt Yea Deakin Pressure WA $M.t 1 Product ffidL Number 807, 707, 727, 747, Slid M7 Single and Palm or Doom Quarter Assurance Product Dwcw1O§W Esaftlidge Flush, Gland, sort Lowered single and pairs d 12131=6 horde meat doom. Approved for ties Acallmnal Data 1.HVHZ Yes for Use bIM9i Desion AWdf.tR01i andatus posesam Yaw Yea WA tilaf 2 185 SH Quash, Anwimm 52xM FlmPlerge From KVSG Single Hung 100091m18 AaorwatbLUM APB.' .ifELi!! IMmfi 1atAaY oubkbl00Z Baaldant No Yea No Onion P— +6N-00 atlab.� 14311quctx9816quot Code V*Mkft. 017 Fl. 11, 251.10 U) -tf Department of Business & Professional Regulation Paced , , Florida Department of Business &Professional Regulation Pga+d, OFlorida Building Codes and Standards I1 alt, Building Codes and Standards 1 620,e Florida Department of Business & Professional Regulation Building Codes and Standards r+ap., a1 I/NOIS Florida DeparUTnent Of Business & Professional Regulation Building Codes and Standards 15 m1e Product Approval Application Detail Product Approval Application Detail W r� Product Approval Application Detail Product Approval Application Detail g D Code Iron YluloR lYaidammc BOdU Santact EnntMe3Jd9Mss Yadtl.fbt JIB YaBdaMd aglt�ld AMAMoM Onto fJ3CAaemel Aporovd IBma Cade t>uk Y9JlIm LlacuMonlm EoYILa canted EoastiligMss )MIWaMtl.®e Qd Oaae FSCAppdM Oahe Ytadlld ftlamMd E@CAMmMI Aoommad SMtM B,tl12i4l3¢ 19212730 Cub IYB! version Revision 2017 YaMdamm[ C" SWMIng Products Company Catagory: Exisdor Doors Subcategory: Sections) Exrledor Door Assemblies ComplMma Method: Certification Mad or Latins Edm.1a Sadw EmMtlL&LiM VNMated By Mad WpMerllold Irft Testing Sorrows NO, Gay PkwhWr (513) 770-Mit Ind. (513) 519-0588 rrraseMfieMQciopay.corrn 21k 201 Dab PWOM mddod IFWmpld Fad I lrIM17 OIW1012017 Ra Auamred 12M=17 AHEM Approved 2W JYg Version Revision 2017 Vagideglax CloPsy Building Products Canpary SubCo rY: ry: Sor Doan 8ubCatspay: Sewonsl Exterior Door Assemblies ComplMwp Mood: Catlaxttlon Mad or Uelkg Fang! C-ded RaWa2KlL lam Validated By Mad Westerfield Imtemk T ••tins SeNlas NA, Gary 5194 (51317704062 Ion. (513) 519-0588 mvsshanlNdQdopoy.am 28t do Data Poodkw Yaw" $WmlMd FBCA—d 112&2017 0BIt02017 20 Aaamrad 121082017 alma Approved Revision 2017 MI Wdldows and Doom Category; Wrndows CobGlpory' Faced Corepllrwe Medved: Grtlflatlon Mad a LlMlnp Brent Seaga American Architectural Shawn M.. Urkh, PE (717) 365.3300 Menefedurara Association C717) 3174454 hearnpprQlMed.can ggliftAssurems 12/3112DIT 1201/2017 Approved for Use Approved 01/04=18 far mme no" Approved Revision 2017 PGT Industries Category: Windows Faced SubCetsrm Method: Compliacep YWrotl: Mad or Lbag cts Dean Rwd MmmH)ade BCCO-CER MIAMH)#tlo SCCO-Vat (Mt) 480,0101) (700) 316-2390 dNadr@ppdndualrise.11wm 12202017 12AWA17 12262017 Use how Approved IbIM1 > O L Q gal Product Modal. Number orName Product Description contract Ileekadon paw MlaHZ Outside,.tl)HZ RMbMd Pressure laaf Product Model. Number aName 1nZVNZ O.Mide B01i BObbnt PmMm 900&hllmmm AMA Approved for Use !� !� Aar 18�nt lldm 1 1S5 PW 73 x 72 Insulated Glass 0411=18 No Yes No +60)-w 9 PW 6wo (Lags Mink Impact) Vinyl Fixed W ixim 041=020 Yea Yes Yaw WA cz $suf InHVNZ 91laidsH06 areas" P— 1111101 Prod d N.M. N-dw Product Descriallon conuad1 Z BMWrd Pressure a6 085 WS-09 PAN-2F153: 73, 75, 84A, M, 4Y, 46, 428, 486, Shah Pan (rots. M ga.) Single -Car (up to 9V wale) 052IMM No Yss No +38 PSF/-42 112 102 WB-16 PAN-2F153: 73, 75, 84A, M, 42, 48, 42B, 486, Steel Pan (mat. 26 ga.) DoublCar (9'2' 10 107 05/21/2028 No Yaw No +37 PSFI-41 4RST, BRST, GD6S, GM, AR58, EDSS WINDCODEW 74; WS Garage Door PSF 4RST, BRST, GD5S, GR551, AR58, EDSS ends) WINDCODE89174; VA Garage Door PSF orLe.J O L Florida DeparbnaM of Business & Professional Regulation Building Codes and Standards rsrm+e Product Approval Application Detail ♦��1 Florida DepaMient of Business & Professional Regulation Pulp I a 1 Florida Department of Business & Professional Regulation Building Codes and Standards 1=18 Building Codes and Standards V001e FLOT1404U /�/'► Csda P,mwr Or 2e1 21h DoUP&HRM OUM e ■ ■ Product Approval Application Detail Product Approval Application Dsha I= monarch Review 2017 tip Theme -TN Corporation Cabpory: Exterior Doom Correct Erdd a a.NtaMe Validated By Rick Wright Lyndon F. SchmML P.E. Ryan J. King, P.E. (419) 2WI740 PE-43409 (813) 7674655 Validated submitted 10/182017 11VIN017 FOCAmrmnal Approval 10222017 I V12rM7 fi0re Approved W Salle mm version Revision 2D17 NmiQmlm POT bwutwn Canby: Windows EdIG.OL 920" EMMae &11MOM yond9w By Dun Rued MIenLLDedo BCCO-CER Mmrm-Dadw SCCO-VAL (941)486-0100 (786)315.2590 Don Wnam tilts. 20 OEM Yaw" aWmbad ffieApproval 1Z201M17 12/0=17 20 Aemved 1=5=17 aM9re Approved FLl76f6f.R6 290 1012 Ysabp Revision 2017 I(� mil Wndms and Doors Call ory: Wndmm Kroft Or Ie9 EnaMtlGilkiID! Validated By Breen Sidings, American Archihadunl Shawn M. Url*PE (717)3863300 Manufacturers Association (717)317b154 20 Ice Dab em.na YANOd OWMBad FIND AMrovaI 0110MIS 01103=18 20 ApmTYd i ma Validated FLNY"UM Product, Swinging ExMdorDmrAssamblMp Comnplete@ Mood: Eakmatlan Report gam ■ Florida Ftegishood Ardmred ar a Licensed Florida Proasslons! 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PAL 7 pE21121 3w 6386 phmigah r � 082=17 O.MWJ017 ON25a017 1 UM17 Approved F � tt�LAfnaLftm tb 13 EMA1de MA 9dllll om J:momL odour g o■simbiluka &Immmi lLmu AesrmaKim E MfBQi SleillatBBM lord BAIN M 21ma PJw11■ �t anooMW1h,aeLmmotatlNadoae �Nie[ NMES■leetlr[e[woe0e adm iLBOM moku Er11YM LAt amboLUMNLIMOKALIM BWltlEl■e■l E26OL WNhold lmeNadNEdltlN[Oo ANMrrdiLlbt A[emruaLdbL AILM 9ddiLim lraMe Mdow LdtYw In■roe LAt >irLlAwlreow Im kKgmu o 2mnaguklgmao dmrErlidlw Aw■MeLbLgM W.Ml oMd WNIt = among gMb1 Ero11w 2 am VaacalAtahhan Mlion 1213111016 No Yea Yes NIA 1 Cocoon Lp[khq 1Maaamputbpafdp 12010M Vn V46 NA Nat 2 ti&V lwpLSPSWG Iaar-onIWIN11dbq ISMIIMaO Yea Yap WA WA Fbdit DepsMMrd of Bwdnen & Prgtaebnd RpulaSon Pp6 to l Buk%q Cola and ShndWft Lane Fbdd[ M of BlMk a" & Prohpbned RWdoft �n k i(1g coda and Standards �11NOW SolDapaMterTt of BWY1esa & Prohpbnal RegulNbn Paw 1 a, Balding Coda Mid SMFldrde. IAMW Fbddp BUBdN1M g CCodes ad SMnds�rds WJws P 0*0 APPMWA APPNCSWn DOW Product Approvd APPNCMiM Dotal Peoduat Approval Appko lon Defl Prodllet App—A AWpNt &U- P" 1 SEl Ere slow MEWWAIK 11111K! fl1■d LMIrAMLBOdlm ab gee I(■N■l ➢!droll g kbmm [ so naamom AUMN g" Ht7AfIAMi gm Eve lldw Mmdmk [ 3110M Rarer Lib LaLmm INNIb Mt m IBIS ]lIN■d fi s ONLdeitw go EWLANN■ AA®rd sm BAE� gel Art go" NM*Ab r MOM good dlrL&LMM IMMINM lade gee 1lBAebi 21rBbN gML&BUS all Bfiiwrod A■MM dt■r 1 fag Are slow ondoom IRNLK faded SMANKALO M flBNofdet gob gBb saLM■■ A b gdLoo" go aWASEN Aawml■ a" WA" 2017 AYke OapMy: Pants ant StdrLlllneag:30iW Oelrglan6e M6wM: EYThraarraprd apes+ !brieRpWaW AndW6aa6l1pM66d!Hoke Probrbntl EnOhnaa Nidt Tlwnpew Lgndw F. eMMIM, PAL Ryes J.Rhq.PJL (330)ubmas PE-43M (613)7B746M 100=17 /GOW17 1Wt112017 12I2M617 Apppws FWiespl 2017 A& M tlaaew ponvivals .dWYeMay:80111b OawpMwp Ma0ned:Ev+hu000 Wmwd FIN Pbdth WalesMAwdbd a 6 amr6ad PIahM Pnlbrbwt Enppwr Nldt ThWOM LyMw F. scam*k PA. Ryr J.Raq.RL (xm)a2zo" PE43M p13 M-so66 �.aow 1O964017 1OMN2M7 10MAID17 1212W7 Approves WAMN 2017 OAF Oapay: Roa6n6 errare- AWhn1BWgk6 FWi RNpalaalpnkhkW*r*apmwdF a Fhk6 WOMMM AdrWwt a a ao6n66d Fbrk6 PMAN101 red anomm MMMa$ft Robert ift On Joao aL KnerNdn, PE (80Dj 7863411 PE -min N64}772d221 aatlMnO6aaom O11274017 Wie0E017 09081=7 12NMM Appmved RYVNbn 2017 TTMCOarathq Pwatlab.ina Oaaaay: Rdaaq MsrCapa6ag: Untlrlgere6 Oaalp6awpaw"k lwhwlbnu"Nawna pbdtM RpNbrMAMaK4 a 61Jana,s FladdniCIO Poalim" apinaap Malian Zachary R. 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TIMMIM as da Tharpw AO%Wxa Toaychobnn 28dwylt PrMM Lwow eoantp IWio=7 IQM=I7 1WTWT 12N27617 Approves 1190OwpmV(TAMDO) (813)216Ow6 PE-74021 MQ300.1Ma L`illllLll,i Sol *hart no no gd&EEMM ma Are Ydhe Merb■Br gMbd LderL.LMoe SIYdoNl1 YdNdW LA.MLi BgA®o A■mrd LNw Re1Mbp 2D17 LV. Thow Mbndee ThW"mAdaaawel Tag CWWW hdwyIt PdNe tors Po6hlan 1WIMM17 tMMM7 10NTr1017 12mam17 Apwod ad*P. 0"(TAMCO) (ai3)24B3Na PE-74021 (334)no-IM fag looks gab gob BMLNed■ 21111 Ale Ydw lbmemm >iend ielee&LIM_ rillWglr !!Wild Lbd■d BfpAE■.io AwMwN two Ravbion 2M7 LV. Tbalpaw, lac the rbarpon Amhb*W Taeycivi ar Downy ft P,NM Loses Barrdaa 1WIQWIT 1001001O17 10N7W7 12NM" APP-W Mal11111C y(TAMCO) (a13124MT4a6 PE-74021 (Sbg390.1M0 gm looks lade got gdtnomm gre bre solve MetllW■L !alto E6�rL&Li■M YOYodL slNNdeta lobo d Bfde®t AE®rd loom Pavilion 200 I.M. 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(201i) BS4-0180 Mtmas.jamlrNa®bonLco m 1Dr1ar2017 tOrotY1017 10121/2017 Approval Revision 2017 Global ProsWon Protlueb, LLC. CWpwY: Shuaen auDCabgay: slam Panels CanplNna lNltrod: EtnWalbn ReportSan a Florida Registered Artlllsd a • Liaised FbMe Tim Robison YyatterA Tap Jr., P.E. John W. Knaavkh, PE (9S4) BBD-7848 PE-M7B7 (9S4) 772.8224 8rn.roblreonQt9ppanl.am Oai0812017 OBf3tlLOt7 08/17rl017 12/17Q017 Approval Revision 2017 GIObtl Protadlon Produce, LLC. Category: BhutMn atecwaanr: storm PanOb Compliance 1ftNod: EwNafbn Report from a Florida Registered Archped a • lfrarrsed Florida Ten Robinson Wets A Tap Jr., P.E. John W. Knenvbh, PE (084) 689.7546 PEy14187 (9Sy 772822! tim.robtrta®pppent.com OWOBf2017 OBP312017 09/112017 12n212017 Approved RavNlorl 2017 All AraRan Bhuaen and Glass Category: 8hulrn S++bGN9aY: storm Panes ComplNrra MsNod: Evaluation Report from a Florba Registered ArchBxt or a Licensed H9orNa tops Bemlal Frank L Bennardo, P.E Troy tNN7oP, P.E. 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