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35982 Saddle Palm Way
AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.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 CIJ Control Joint CLG or Cig. 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 DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each EW or E.W. Each Way ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EXT or Ext. Exterior EXP or Exp. Expansion FBC Florida Building Code FDN or Fdn. Foundation FXD GL Fixed Glass FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor 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 Galv. 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. Bit. 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 KMlall 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 LaundryTub MGT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Paraliam 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 orThik'n. Thicken TOB or T.O. B. Top of Block TOM or T.O. M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical 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 WDWHDR orWDW. 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 Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) 06-13-17 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATES 02-21-18 3.0 ADDED GRADE BEAM 150 MPH ENG. I - ` wy%Jr%AniNALL CODES FLORIDA SU®DI G CODMPLY E, NATIONAL I NATIONAL ELPO-rmi, m..q,.� I . 11LJ 1 r,c: t;lf OFZEpMyl�j'LLS 1" 1�'� ®R�I j' �` _s CG 2018 l f�INA9yC � CRY 0� Z 3341 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 MAIN ELECTRICAL PLAN 4.2 UPPER ELECTRICAL PLAN 5.1 MAIN ROOF PLAN 6.1 FOUNDATION PLAN 7.1 MAIN FRAMING PLAN 7.2 UPPER FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 I 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 titlebiock 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. (D "' za — o CD zto Q ID O Z CZ V) (9 4- U, M p �V — 0 w tA E2 I— .� U � � m N LLJ pp F- M Cl) U s a; N o oN U a) ss00 o Q rn g rn Q o B D® N c B D c / N N H o N W W a a Z�"'cN,�w W z +� W Q ca) v a w = z Z���" _ O LLZ N M E� W a CIA Q c°_i O F27EEN�G.COMf e•�%. fV " Q) �� � '. "=n F L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o Wo zaa w¢C� M z00 o oo�T Z.z wz [Y � J Q ' 0 V N Q � I1 •U O W z z z Z - = 4 Lu F z o > d' cn re) M U oz t- a wY o i� yl yy2 V o O Q y� Tj C4 A ZaZzl¢ ui W Q L0 tLJcea� oEa ZN W N L!) �R � ¢=Wu- Wa z o ¢i- NUyUzL�Q Z R08 M co g = z ¢ UJ a L o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0. 10 O SHEET NO. CS r\ v TYP @ 2 STORY J S6 50'-0" 4'-2" 13'-11" 5'-2" 18'-4" 8'-5" AO AO O AC PAD H.B. O 35-SH 35-SH EGRESS 6068 S.G.D. - -- TEMP. - - - I F M I LY R M PLUMING 181 CLG. STACK CARPET H �o FIBERGLASS SURROUND O T BATH o) I E 2 - 'BEDROOM 2 81 CLG. CARPET Tc I - CAFE 8'-8"ICLG. TILE I - 9'-2" 2,_18, C7 3 6„ 6'-102„ I d _° BCD BI O D r 2668 `t (2) 2068 6I-FOLD • I m I II r_- I p W III -00 I" WQ o 3 JI I 0 SPFSTUDS M +4'SLOPING HALWALL __ 00l I ° I II AHLI i()I ' xo IC J & - -- I I OPT. I I 2 X4# 2 SPFSTUD G.T. _ 2 X 4# 2 SPF STUDS @ 16" O.C. HDR AT 8'_0" N I I I I I I I I I I I I 1 12I 3 i 41 5 16I 7 18 9 110 111 EDGE OF SLAB 2" CC BEYOND WALL 13 SPFSTUDS CC S3 2X4#2SPF STUDS @ 16" O.C. C(4) S3 H1 (3)2X4#2 SPF STUDS S FSTUDS 3 CAR GARAGE 81 CLG. CC ,� S3 ih 2 X 4# 2 SPF STUDS @ 16" O.C. Q BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC - 00 o _ K_ITCH_E 8'-8" CLG. TILE M -� ---�---�--' N F 1 ( w P _ - w M I Ir I 61-FOLD I �„ r TILE Li00 r 5-SH 16" DEEP N 10'-10" 2-18' _p 7' 10'-7$" 1'-102' ----5-4---- -2_ „---- ----- 8,_82 ---- 72' I FLEX -' I 81 CLG. a CARPET Fc Y TILE _ -------------- 7 1I ; I I 52„ I I �fl 1150 I D I I NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN I I S3 I I I 16 x 7 OVERHEAD DOOR FIELD. I I ------------------- ----------- 0 A 25-SH EGRESS 25-SH O o I I 8 x 7 OVERHEAD DOOR I O I 1 O ZND. FLOOR ABV. 2.01 6'-6" 5'-2" 1'-2" 4'-6" 2' 0" 8'-0" Z-0" " K 16'-0" Z-0" I 1 13'-8" 5'-8" o - 12'-0" S4 TYP C@ 18'-8" ENTRY GARAGE 1 CLG- 1 --- - -- --------- 12" SQ. CMU COLUMN -0" 5'-4" '-0" 5'-8" '4" 64" 1_01, W/ (2) #5, FULLY GROUTED (TYP.) 20'4" 29'1 lit 50'-0" TYP @ 2 STORY J S6 H.B. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 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 R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 112" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE"C" A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 I -30.8 oD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 Go SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND I1111111111111111 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 1113" 1ST FLOOR LIVING AREA 1358 2ND FLOOR LIVING AREA 1996 LIVING TOTAL 3354 GARAGE 644 ENTRY 137 TOTAL AREA 4135 INSULATION REQ. LOCATION I R-VALUE/TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST PLAN-B EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=1'-0" GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) U � zC) 0 - o zC.0 z Q n.. 1/') CO Qw V � Ow � o rco- �z-U �� m N ~ �OO - U ago' C ) W Cl) 0 co c7i c " C U o ^ CO Q oa vv am Q o B ®® N C B D C N N VGi N ZLU21 s 'z L1u a N� W 'E Z0 = ZViCM�°' a W �®CMI�9�Pir�� Q t A s .•� AE 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 0Z 0 �o w ¢ as 008o Z U Q �owz z 0 /"'\ J o�0o "��04 o CL' z O Zz 5 O �3 W LL C G Eli a U L4/ M Quo Y ,T N z k Z� Q Ln - z zN N wo 0 a2ti Li J L /� / rl tL Q Lij a z -tL� inF o g~o �QZ 4* $� m Liz z g = >n auj SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 3 . O SHEET NO. 1.1 s t YY.uiYar.u016'I�N�tlllti� I�Y�� HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 314" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE SECOND FLOOR PLAN-B SCALE: %4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 112" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 +26.6 / -28.0 ) +26.6 / -32.2 OG SEE SN SHEET O SEE SN SHEET j 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 111111111111111� �11 rr 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 M A -. wal 1520.79 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA 1358 1996 LIVING TOTAL 3354 GARAGE 644 ENTRY 137 TOTAL AREA 4135 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) Z co 0 - o zCNz a. to C9 4-1 w � Q •O w Ln ZD O C) o Cl) m N W E p C�?t a) M C t0 M O O a Q rn ?- M Q d B D• N VCti B D C N N m zj; G to W Z S,lc"- S�z z° U �c?g a Lu LY o a O _S < Z � Boa g o z oti w LU 00 *•��, .L& t�4 <f - •• rb" F �. •• F�*i F E SS\OrP��� 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 Is Oz �Q z Q z �F r LU EEoa z U Q U, z Q oo w '�` C.J W �W- N W O Im- CC z0 } 2:U Oz � s Z -a �/ LL 57 i z M N J W g o20: un M 000 ��P o :- WoE82 o a rj ZWo� ce Q L aafce o Ua Z N Poe: z N ao� J Lr)aWLL� W 37 ¢ � a z -<zo gao � z �t- rn ,-i Z < z S 0 00 z g LU = a ?--I CL I to o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 O SHEET NO. 1.2 A 0 F_ 0 II i P HOOD Liu ULJco � w� r REF RANGE BATH 2 a FIN. FLR. KITCHEN 0 r_ I LILU UULU 0 ih 00 00 0 M 0 = Oo ® 0 KITCHEN MIRROR 0 0 ih BATH 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 0 r` 0 c0 BATH 4 TOTAL RISE = 10'-0 3/4" 16) RISERS AT 7 9/16" 0" TREADS w/ 1" NOSING 0 r; 0 M KITCHEN ISLAND MIRROR MIRROR 1 \ 0 r; 1k NV o SAC y Stairway construction shall conform to the RBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 7-3/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth. The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wail shall have a space of not less than 1-1/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1-1/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. MASTER BATH INTERIOR ELEVATIONS SCALE: 1 /2"=1 `-0" STAIR SECTION SCALE: 1 /2"= V-0" (D Z co _ o Z 1CO- Lu z ra- ki U) z CZ V1ID +-d w ruo •U — O W � �V) o C) o� m W E j iT M M :O I CE,n`00 y(-., s Q . 0 Q tnZS M< o 8DPV I N �D �•/ o ik W Z_ W oNC Z z ll� � c i � W �� N w W Z �Ow Z H��� W aaaf QQ, jai. Q N 4 \r i• F I. 11�0FESS\0� IP(11111111"'0���� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �aZ W zi �a W Q l Y Of Uzoo Z 0wz U) a g J U W W N Q F— 8Lo L.L LU Z o } U i O Z 5 �/ �3 Z) r0 1� W Z 2: > J W U M M rt.) , / z o�z poo P Tt M Co a U05OQN 1 01 Za Q g Q Lr) 4 o��o Z N �o W Z W N lfi W Woorz ¢�zo J r-1 LLJ Q Z u) la- U aZ rn z t—u o S m o g = Q12 ,—I a (n j SCALE : AS NOTED DATE : 3/7/2018 TECH: J MUROSKI VERSION NO. 10 C SHEET NO. 2 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 - �5 1" x 6" SMOOTH — - - - — - ----- TEXTURED HEAD/BAND — r — TYP. HEEL HEIGHT ---------------- --- ----------------------- --- = -- ---------- HDR. HGT TEXTURED CEMENTITIOUS FINISH OVER SHEATHING (TYP. ) 2'-0" 2ndFIN, FLR. _ --- _--- _____ _ __ _ _ _____ — — — — — — — — — — — — — — — — — — 1 11x 10' SMOOTH T.O.M. T T r _ TEXTURED --------- �—--------- HEAD/BAND --- HDR HGT. — — — — — — — — TEXTURED CEMENTITIOUS FINISH ON C.M.U— —. (TYP. ) 0 . mmm,� �0 �1 , �& L@ L@ ------ IL ------- E-Ak ------ �Ii ------ �111 ----- ILA -------- FRONT ELEVATION - B -im 0 co r M il co io LEFT ELEVATION 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 1 D63. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. R703.12 Adhered masonry veneer installation Adhered masonry veneer shall be installed in accordance with the manufacturer's instructions. 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 ventiiated.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. "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)] 86.25 = Amount of O'Hagin Vents Needed U zM 0 — o z N z* Q a N 0 � w �V w m ti U CO N w F— p N M Co co =a� :O M OoN U - LL. 00 Q Cn rn Q o B D® h NC N N M c) yk W C ra 0UJ g uS k- W - a) . `5 a Z cn" v p = moo¢ p CG o Mi 6 rn LLM �0 ,. WWW..D / f A .� O� O� OFESS\0 lftttl!!1ltit 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 I Tampa, FL 33607 www.LennarTampa.com oz 114 O za �a r� '^ VJ w<�� z 5 00 O O 0 U 2 Z w Z DO tJ a w 0� w�-N tjLA CL —� W z z z LLJ ro vJ J LU � � M re) a0z V r- o z a ��15 UO�a fV z Se I..I_ w,< a¢�� Q z z fV [V 0 2 &E i W J r� ll1 a 11! Q Z � L9 0 I— u a �<0 rn ri Z o00 m L1)tn � = a z rn 00 ,--I a- Un o SCALE : AS NOTED DATE : 3/7/2018 TECH: )MUROSKI VERSION NO. 3 ■ 0 SHEET NO. 3.1 -too r co co C ao 4' OFFRIDGE HEEL HEIGHT TEXTURED — CEMENTITIOUS FINISH OVER SHEATHING (TYP. ) CJ 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 2nd FIN. FLR. T.O.M. CJ / WEEP HDRHGT. —_--—_—_--__ F. FL. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 HEEL HEIGHT - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR. HGT. — — — — — — -------_ FE TEXTURED CEMENTITIOUS FINISH OVER SHEATHING CJ (TYP. ) 12 2nd FIN. FLR. 3.5 T.O.M. CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON G.M.U. (TYP.) F.FL.-------t__—A-----1-----1---------------------------------------------------------�--------- -------------------- REAR ELEVATION - B SCALE: 1 /4"=1 r-0" RIGHT ELEVATION - B. SCALE: 1 /4"=V-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 construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. R703.12 Adhered masonry veneer installation Adhered masonry veneer shall be installed in accordance with the manufacturer's instructions. 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 11300 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. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft, of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed CD Z M _ o Z z U) zClCn CD w �U — 0 1 U G U °ti CD N W E � p — N M m M 76 CM"> U _aj0 N 0 0 U Y -C"00 0 Co Y ti Q rn , u50 . B ® NCHDC '�v N N O M O � ONO o 'm O N Z l�ml z � UJ -S�v¢r Z 0-S�� ° o �5 E o ZLL UA 11161' M, D Ll E e rLrO Cr ••' CO O moo' � ..� � •'�� �' R O F E S SRO �j��rl�(I I1i1111i\`�� 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz tto 3� za a� Z w Q i of ZOO 0 zUJ<Q oWZ �Ld C, J a° o� R W mho ZZ Q a W rg �Z O LLI :D td `J (3) > Z Z ,a J w U in M M CC >� °0o o _J f: Qo� WCc �ma 0aao- ?w¢ ¢aX: a N z Z N °0 WaR� UJ J Ln ri di W Q ��zo B o a �~~ Z Z �Rz U1 az rn —! R� W = Z a z ,--i t1 (n SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO- 10 0 SHEET NO. 3.2 \ 2„ 1" N iv 2" N 00 - GO 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, � DETAIL TO BE 1" 2" OPENING VARIES 2" h--� BUILT W/ STUCCO. EDGE OF OPENING 1'-10" =,N - CN i2' CAP — 1" RADIUSto 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1'-54" 1/2" RADIUS 1" 4" VARIESI� VARIES = T TM " �IN CAP N - o N6 22„ 6z VARIES VARIES -TN 1 1/2" RADIUS 4" 34" 4„ mlv to, MTv 1„ 1„ 4 42 r-av � 00 N 3" I 3„ 3„ 4 4 2 „ � VARIES 12' ,,, ,,, 2 2 M 32' 11" 3z" 1" 1" 1,-8„ i" 2 1/2" RADIUS BASE - • N BASE 3„ 4 • rN 12" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BED BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING04 2" �. �. = _U I I -- 1'-6" i" CD r� , 24 • ' 0 , CV 1-1/2" THICK 1-1/2" THICK i 0" �M 21„ 4 _ I I v 10" _ N IN ,-IV M 4" 2 N 2„ 4„ 3„ 6" 2„ 2„ N � Q > co Q > =1Z_— M 1-1/2" THICK 32" 24, T •-IN M 2,-4„ 1'-10" � 52„ 1, 5„ 5z, 1,�„ 3„ I I N in 5,,, 4 4" 1" 12" r VARIES VARIES z' j M VARIES VARIES r4" 1 16 8" 16 r--------- _ iv N y 60 Rs" 11 ' =1N M 3z00 • 3., moo, ��' �, �q-t, 2 44 � 1z Q� ML KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING - KEYSTONE F11 n OPTIONAL 3„ 3„ 4" 3 4 ' 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" N N CDv R44r° v 2 � VARIES 2" 1 " �t NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED -8" T 4" -0" 4" 101, i ,„ 101, 4' 14 1'"6i4. 0 N i2' 54" 1'-12' 5" 4 7 iv iv CV 1" 0 EM IN T CV R6�3, OPo'IT M M r • 1" 70, 2 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH C9 z M 0 —o z�z Q a cn w p •0 LU h U O� m W Q a)M 0 M W co y = O O N 0 li U 5LL � tti Yo <irn 05 0- o JCL M Q o A 1 IB D. -D N C B C Xa_ N N �/� N Z W C-)Mmz w� z � 6— -N °. z a LULU V ¢ Z ��¢ p gn e— � o �ZQ�g�� LU N ¢ M`C L� O rj U O 1:1❑ VAMFDSENG.COM 00 0 CV 0 M 0 C> To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply w th the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz �QLU wa�� U z 0 0 ZUZ �ozz L N 0 zz° } U E Z '0 Z %%./ V) � Q� T'I � o o d' J �z U U-) M Uj > g . °Oo 0 J F- X U wog W U 9 a Lao¢ k N Z¢Za u�a ¢ N w o�`°�� z Z N ,LOBO eao"Z LU J In T--I LLl � -- Z O O '0'F Uu � Y ¢ z Z Z aZo m J0 00 g =Lu rn .—I 1 a cn 0 SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 320 SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER NEMA1 200 AMP MAIN 0 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts -2 copper to WH -3 copper to Dryer or 4/0 SER Alu DisconneE#4GROUNDING POWER CO. FEED INTERSYSTEM are Cu Ground AC PAD BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ---------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc 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 FEPP DUPLEX OUTLET ABOVE COUNTER w P WEATHERPROOF DUPLEX OUTLET LG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) �2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. l�l THERMOSTAT ELECTRIC METER owl ELECTRIC ELECTRIC PANEL _WEI DISCONNECT SWITCH (� SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ENTRY LIGHT — AS PER SPECS WP DISC. E)PAD (Ili r-IIr-tl VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN - SCALE: %4'=1' Z M _ o Zco Z o_ U) Z nL/)Ur '' co) �W W �V — O W � F- E- (A Ln o C) o ti Fn N W p —E 8 N M M `�N O`oo C) N U_00 o Q rn n o 0Qv rn Q d Al I ®® NC-B-D,C N �D N Op p MN a.,� W N � LUqj N n Z > III: 5 a L b O 2 4:: O vi m oCNQ z LLZ�� W N d M :E q� N o El 171 WWW.FDSENG.COM 00 0 N 0 ch 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 aZ 0 �F Z Wa�� Q Uzoo = O W Z W Q a��ao OLU �LLN o _ Zo Ci } O U g W \../ fu W o CU > T� �W in M M -� 000 F- 0 0 J LL_ < o � r z 52md U CL r%4 Q O Z<Za h Wc'a� Q Ln o o Z N 2o�2 Z 714 L � a � � LL W J / rl t Ll Lij . to o u� a �~o oll Q Z tZ Z azo 0 Gn W Z Q = J to ¢ X SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 3.0 SHEET NO. 4.1 w�t�wuto�tu uu�rl��sw.�l��l.�—i ■ I . 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 PqF DUPLEX OUTLET ABOVE COUNTER 1. W.P. WEATHERPROOF DUPLEX OUTLET PE�PG.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 P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q, EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) D� PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) a 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER _a ELECTRIC PANEL _uwi DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN V J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER 00 #14 copper to lights & outlets NEMA 1 200 AMP 01 #12 copper to 20 amp ckts 10 #10.2 copper to WH #10-3 copper to Dryer METER n 10 or 4/0 SER Alu 200 amp r 150 amp POWER CO. FEED` INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 Bare Cu Ground WITH CODE APPROVED 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. I I I I I I I I I I I I ---- —'J UPPER FLOOR ELECTRICAL PLAN-B SCALE: %4"=V-0" 0 !9 Z (h 0 z EGO Q r2 Z c/) 0 n W Cn 4-Jw c6 0 �U — O w m �N U �p m CV Op ' ~ U Cl) N I U ,-m0 C CV �LL00 L" Qmo N n. o �Qv M < 0 A ® B D® N C B D C . 'r N �D N CD M CO N Z W DMZ Z ku — was a W V �aon As 4 ••Z t m o rN. R W _- Z� Z .4 N ¢ t'j W N O v U O WWW.FDSENG.COM ❑ ❑ 0 CV O M ti 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 AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 Wo f� °d� w¢Lu OGua¢�¢ OSLUW 00,uj Z }v 0 s [a `� _) _4� U Z ILL, LU9 U M Mr- w o OZ Ot W � u5CCOL N h CL ZD z1z� ¢ u5,;,� Q Lr) o � o ZN (38LL Uj Ll) r-i W t i 05 a Z n F u z z <s m Un 00 r+ a cn E SCALE : AS NOTED DATE : 3/7/2018 TECH: ]MUROSKI VERSION NO. 3 ■ C SHEET NO. 4.2 1 �IIIII !11 I -- - 1. I � _ I � n u❑.. i , __... _ _ _ _ _ - _._ _. _ _. _ ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE ! SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented �, IN. of of ventilation SQ. IN. of SQ, IN. of Ventilators ventilation required soffit ventilation vented soffit be providedd by upper Ventilation Ventilation (See ( SElev ) needed i required needed ventilators Main 23.0 1.0 Floor 2002 1922 275 961 69 480 483.0 345.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN-B SCALE: %4"=V-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 construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. R703.12 Adhered masonry veneer installation Adhered masonry veneer shall be installed in accordance with the manufacturer's instructions. 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. *If not enough vented soffit is provided due to fire protection, the contractor shall use tt following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed C9 "' zm —a z� V1 (D C> w •V — O w m o U m Il- LLJ 1—CoCl) _ a> C0 2-0 Cl) = Q? O o 0 -a ii ao C) r`v � 0 O (a t: <i rn � Qa' rn Q d BD® rc N �O V O O N e W m z s 6? F.' °Q = ' u- '_ LU ¢ a Z 10 to W 1 LL ,' U �'� •t �' LL OF To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 �o za fF r wz¢�� � �00 ZU� � =UpzZ O W O�0O U / \ U uJ N V Z O r U f Z O g z —a u 1170 ouJ/ ¢ J Q J L M �- LU 0 J., O O U0wa Oj N rr zaZ� WLa QaLce Q o C� z Z N N o �PY2�j W J Ln W Q lLl z¢o z o Nla-zu O� 4* Lr) lMi Z o 0 m O 06 z _ � 1A ¢g rn ,-_`11 a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 O SHEET NO. 5.1 ;1,gv11jtqlRjIq I' II �I 50'-0" T-10" 6'-10" T-8" T-5" 5'-2" 5'-2" 4'-0" 5'-2" 4'-0" 5'-2" 2'-0" STEPS AS TYP @ 2 STORY REQUIRED TPER FIELD J i t H B CONDITIONS ■ ■ ■ ■ ■" "■" ■=ice ■ ■ ■"�/ i / "■ ■ �- — — ---- I -------- ----- -- — — -�� 7---- r I�G'Das�l'�— I — PROVIDE 1 Y2" RECESS I } SURROUND FOR SGD. REFER TO SLOPE FOR IL---- J j L__-_=_� •' �i,� �� I MASONS iv } i WIDTH I e Ile I } ��� ii/�- CCHASE �SA :■ EDON 0'-0" LOCATION 0'-0„ I Io} ��7LA�l� I Lj • / '• ' /f )�' I • • 7'-64' 9 b 9'-4" I I _ I CJ i -Z CJ -1 ■ III lilt III D.W. III I I 3-1/2" MIN 3000 PSI CONC. SLAB a I :`�::. I ;■ FOR HERNANDO COUNTY ONLY STUB UP TO 2ND FLOOR �� N Ir ===111 I I 3-1/2" MIN 2500 PSI CONC SLAB p Illr III I I OVER 6 MIL VISQUEEN VAPOR C J FOR A/C IIL III I I 1 q 9 ED 11 1 L I co _ -J l BARRIER Y III(- III I I (n J Ili - JI I I I r ni•rirtrr , r,•i•ri•rrrrti•rrrrr,�i•rrrr,�rrr•r t l l r r r I l l r l r t r l r t r i l l zo I z 1 11L _ J 2'-6" X 2'-6" X 1'-0" I _ 3 1/2" l /�W.HI�\ ■ N ■: W/ #5's E.W. CHASE TO 1 — — — — — " S3 - / - o° o0 I - I I ISLAND - I i; ;t l"I"I^'; 'I"I'I'I'I'; ;t""t'I'I• - BUILDER TO PROVIDE t l l CJ _ CC APPLIANCE PROTECTION WHEN REQUIRED PER FBC I o EO 0 2'-6" X 2'-6" X 1'-0"77 — I I l S3 i 7 W/ #5's E.W. OPT. ; . ( " aw. I II REF. - 0 I 9'-4" _2'' T 8'-68" 10'-78" 19'-3z' TYP @ 2 STORY JJ/S6 FOR (SEE I I STEM OPT.) q o co TYP @ 2 STORY I - m J I S6 I I CC S3 CJ -4- CJ co 9 I INDICATES FILLED CELL w/ 000 PSI CONC. GROUT FROM FT. T BEAM 0'-0" W/ (1) #5 REBAR VERT ABOVE SLAB PROVIDE %2" x 9" I I ■ TYP @ ALL PLACES SHOW I RECESS FOR FRT. DOOR 2 STORY 7 #5 REBAR O HOOKED FTG. DOWELS 5" E BED "G = (2) #5 REBAR V J VERTICALS w/ in I W/ 25" EXT. ABOVE SLAB ADE 40 '- VERTICALS w/ in I S3 FILLED CELL H B. co STEEL" FILLED CELL -- -- — -- — — — — — — — o 1' 8" 1 _g' I 2 STORY ..., o 3'-10" 2'-8" T- 0" S3 — -31/2" — — — — I — N 3'-0" X 3'-0" X 1'-0" N k W/ (4) #5's E.W. CJ 13'-8" 5'-8" Z. 0" 8'-0" 2'-0" 16'-0" 2'-0" o L I 2'-0" x 2'4" x V-0" I q 4'-0" X 4'-0" X 1'-0" "� S3 I W/ (3) #5'S E.W. 3'-0" X 3'-0" X 1'-0" I '�' W/ (5) #5's E.W. TYP. (4) 1 W/ (4) #5's E.W. I CO 29 29 6 29 \-12" SQ. CMU COLUMN W/ (2) #5 FULLY 0„ GROUTED (TYP.) 11'-0" 18'-8" FOUNDATION PLAN-B, NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 113 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN -�-� W z W� CONTROL JOINT DETAIL SCALE:NTS .• •� . �; :Y '�—#5 CONT REINF. SEE ��: ' • . ,• ',_ FND. FOR QUANTITY •; ; �•' ", ;".�' ;,: #5 X 25" X 25" CORNER •'' ' "'• ' BAR ONE FOR EA. • '- • _ ; • HORIZ. REBAR, TYP. .. "� •� �;r,; • • U. N.O. • ; : , �•• . ; ',_ **Alternate: • The reinf. bars shall be �:=. • �r. • �r. `�Y.�� �Y.; • �;= cont. around Corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NITS Z M _ o Z Z Q ZCZ � C w M o •0 w Of v ~ i� I^C3 U o^ CO N _ F— E tm M a Co U / \ O M o00 L 11 OO SJ OD O 'Co Q rn .n S. v rn Q 0 A 1 N� N N LU o� z N � Z W o�oz �' z U) r N J 9 U u W w a OW zV¢cLLo' O-SCn0) t9 ,,Inv A EIiJ,�r�� lei LL M n'V ❑ .FASA�' .ram �� •\ ��✓ / ©w • 0 e� 14 OF, ti(IItII To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 Ln �o z w¢a:a- oo°° Z U z �0wz ^ LJ_ Se o� 0 Ce w w '` O U O N um, �• Z O r a V � Z u 07 z -0 0 Z fQ T� O 0 0 ; tVV1� Z J c J w U V) M O 9. 0 Ea�� � aZ w zuu N 2o z ZN E)E� W<o�ii W J ri LL Q di z <o�z UWV OO &z cr) Z 0zo ao O Ln I (71 IV z W = Z a w i rn ,--I a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 O SHEET NO. 6.1 UPLIFT CONNECTION CROSS-REFERENCE 3/7/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C 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 - 1 Od x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 112" RT16A 1380 1160 9-10d X 1 1/2"& 8-1 Od H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dxl-1/2 J HTT5 4350 3740 518" ANCH.1 26 10dx1-1/2" HTT5 3225 5/8" ANCH, l(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HID5B * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H07B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od 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)1Old NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 - 1 Od SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 1 1 12-10d 645 555 12-1 Old X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ +) (B) (B) („ „) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0,128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER-1 (A) INTERSECTIONS. SPLICING / 2 x CONT LEDG R TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. MAX 2x12 @ 24"o.c. CUT TO SLOPE 2x12 #2 SY . LEDGER. FEILD VERIFY TO OF LEDGER W/ H3 TOP & BOTTOM TO LEDGER (MASONRY) 1/4" x 4" TAPCON @ 12"O.C. TYP TOP AND BOTTOM (WOOD) 1/4" X 3-1/2" WS35 WOOD SCREWS @ EA. TRUSS VERTICAL SHED ROOF DETAILS SCALE: 3/4" = V-0" MAIN FRAMING PLAN-13 SCALE: %4'=V-0" Z M _ o Z Z Q Z Ln 0 erg 4—.r L.0 p(Dru U — OLU m o U o 0 m W OE -- U 0)r- cM m M CO 0 M = ai U N o 0 0 L.L00 o Q- o rn Q d B D® CDM rn 4 �,//W�' ■�/� _Z M N 6 Z I�l Za o W LU ��¢i�o zoJW B 4�D5�N6, iJ LJ UA v�\QM R �`y O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 00 Z 0 �o za ¢� �F Wa0� Zoo Z(if a LLJ E pQ U. u LL N � OLLI Z Ln ELa > U f WZ~ 0 cn 3 :D roCU z — o d' a o un M 0 4 z — W0M0- N Q ZQZ;� => Q<E� Q Lr) 0 0� wo z z 11714 N 20 U- �8,'� Ln LijU Q W Z LouLU Z U ga< sQz Q1 �1�1,'uaa//����/// 9 6 g � /� W O Z W _ u Z a� rn ,-I a Ul s SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 O SHEET NO. 7.1 L�_..IL. 111 1 .1114 1 11 w' I I I I- '1 - 11.1. I n e.'.1 1 I (2) TYP. X (2) J U.N.O. (2) Cl)X S6 G X LO M ,;1 CA CJ 1 CJ3 CJ3 CJ5 CJ5000, NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS J S6 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. CJ5 BEARING U.N.O. CJ3 CJ1 . ... .. CA 1 r X HSPHGA10 @ 36" O.C. UPPER FRAMING PLAN-B_ SCALE: %4'=V-0" U U U �. U U U ! O d ; • • •0� (2) X m Q •••• 11 II I 1 1-- m Q ••• m Q m Q .. • iCt Q �] Q I I I I I I m Q I I I I I I m I II I II I II i ii ;�. � I I I I i co m I 1 I I I i i In m CO m n m m d .... .... m Q i I I I m . N Q. i is •I I. .. ............ ........... .• •,• (2) X 3i 4i I i i 1 I W I M3G M1G ' EJ3 . UPLIFT CONNECTION CROSS-REFERENCE snna MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 H 10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518"ANCH.11810dx1-112 HTT4 2715 5/8"ANCH. 12010dx1-112 J HTT5 4350 3740 5/8"ANCH. ! 26 10dx1-112" HTT5 3225 518" ANCH. I(28)10dx1-112 K HD36 * 3130 305 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 5/8"ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M D7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX1 p 7845 — 4 - 7/8" DIA. BOLTS N 2 t 165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1 t 15/106Q** — zM 0 Z z ¢ I� Z V7 C.9 c� w �U — O w m r r-- i� � o m N w � E — 8 N M 0I M N :O co _ � O o 0 � o � no ¢ rn av � rn ¢ o A 1 N N rn co � 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 L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� • O Safe vertical load Safe horizontal load — GENERAL. CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T O © © O O OI 0 O O O 0 8RF14-1B/1T8RF14-OB/1T 8F16-013/17 . 8F16-1B/11 © o o 8F44 1B/1T8F40113/1T 8RF40OBAT 8F321B/1T FORM & GROUT SOLD W �V 0 #5 BAR CONT. 8F12-1 B/1 T O O 8F20-OBA T © "V" LINTEL DETAIL SCALE = N.T.S. E oil IRE I sm TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = =� J W 7 = 6 F 16— B/ 1 T a z OD Z tNOMINAL. to QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cif precast Fntels = 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. #5R M IN.. (1)(1) RECIQ'D 1/2" CLEAR ALTERNATE POWERS STEEL LINTEL 4 o O a °a a .M.U, #5 REBAR AT TOP — Q D A ° G GROUT MIN. (1) REQ'D 1-1/2" CLEAR ° A G d ° n �� Q 4 a T H m Q C.M.U. 5 REBAR AT x '- m µu 4 - ° O BOTTOM OF a N Z w w O o LINTEL CAVITY w to pUF-ul -BOTTOM REINFORCING PROVIDED IN LINTEL o E v O ul Q ¢ C7 Co Z z t`-- o W ¢ -' b w of Ir 0- D D <1 �, �o #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) U� n 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 SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibuos coating. See contractor specifications O 6'-2" LL O O O 6'-4" LL 6'-8" LL 64" LL LINTEL PLAN-13 SCALE: %4'=1'-0" (D V Z M 0 Z z Q J a. Ln (9 Ili C W �o •U — O LL' F- o C6 U in- LU ECU d M CA M C t0 co UUUU ai O O N U 0 " 00 Q rn YnCo o LO av rn Q d IB D. N'CB•DC N �D O V N O) ta Z W�:� z w z ii in r'�- "_ UJ Q `r ° w LU V �N O LLZ(O LN'.ati9'tS+ip�•,t�i� o WNW y •J '.� ••• ./• //.s cs FL •"� a `4 �1P � f 54l14t.21 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 NA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ 0 �Q Z <a r� LW MOO ZW< _ ::) W Z >-O-OaD awa,� `• Zo Q � ItFJ,—^I- O Z Z g Z O o d- Z U M M J WS Q,Z 8,Z �Y0 f- D J w k o� m a �- z ono¢ N _I k�'°'a Q N �<� o� �o Z Z N -0 � �C'r!i LU L17 W ��'z8 J ri 11.1 cnH�u� g�� d- Q Q Z aao �--I Z o Z 0 Z LLJ go O 06 g = a� SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 O SHEET NO. 8 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 TR EATED EATE R D WOOD ALTERNATIVES HAVE BEEN CREATED T - A O REPLACE CCA C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE U M CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S T VERIFY AC OR S 0 ERI Y 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 1 OR CATEGORY II AS INDICATED IN TABLE R308,3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y 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 18INCHES (457 MM) FROM THE RAILING. . 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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1. 7, "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3, ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS ONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2, LIVE LOADS: 2.2.1, SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2. 2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF200 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 2 " S 0, #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-1-P CONCRETE NOT EXPOSED: 1 Y" GROUT FILLED MASONRY: 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" 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 7116" STRUCTURAL 1, U.N.O. 4.4.3, ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4. 7. DESIGN, FABRICATE AND ERE D DE S N CT W00 TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, SCSI 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: 75.1. 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. 7. 4.8. 4.6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fib = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 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 SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/s rinkler systems including all risers g p y d g se s and spray heads shall not be installed within V-0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If reinfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cgrete overpy and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 TYPE: 5B MPH) SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: ITI S THE CONTRACTORS RESPONSIBILITY TO REVIEW AL DRA WINGS A WIN GS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. M 0 o Z N z 4 a z t/) 0 � w � p 0 w m cn "� o 0 mLU N H- U M co -ca O o00 / 1 a) dJ L lL M in oco `aC rnLo n o 0. rn ¢ o ® N C B -DC It V N N ego y Z W MNc? z ix KU cnLLo W w W 'L,-o z a Z vcn� 3 � � � ¢ 0 LL v .fps •'�ic� �� ' �✓ co 3 \ �• �'a " p •'ee � ;n� ryr� O e- E Spa 1• � �,���'�'� To the best of the Engineer's 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 Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Z 2 �o za ¢ w0�of Zoo oo< �ozz a 0 a 0 t J w N w a w zO° Q U 0 g Z _0 o O > rr a w U to M w paz aU,5 o{ J Mo� w N j oQo� wir¢ w Q N 2oLLo Z N w za'5 � W j � w 0 �wo Uj a 09 Q1 <C Z CuiQz Z zo in m 00 g = �V) ¢ Uj rl GL (.n o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0. 10 C SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C)+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6' 0" + 6, 0, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + z + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2x _ + 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 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking X 1/8" gap 11 1-1 __5 11 FILL CELL STD. 90° HOOK BOND BEAM U) w STD. 90° CONT. #5 CONT. #5 > BAR HOOK BAR E ran #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4" max. /71 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of loci nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" 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 cnh rmn w/ Inaric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high kor=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 O 5141 01 STUB -OUT FOR 1._Qrr o OI GAS METER O o 'n � U O ~O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" 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'�" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-V (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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* —� Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BC16000s� BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 1.6" 2-8d 6-8d BC160s® 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" 0 THRU BOLT SIMPS( w/(22) NAILS 1 R TRUSS 'OP PLATE l.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION WN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist pzt When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offset fl <`Y/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) 10d nails SECTION INT. BRG. WALL require additional consideration. SECTION minimum QD Bearing wall, Ver7;LamLVL N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D le (see table below) DO NOT cut, notch or drill flanges :::.:.:.:.:.. 6„ A 1 2" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 V-0" V-1" 1'-2" V-2" V-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 9'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-9" 2' 4" 2'-11" 3'-7" 4'-2" 4'-9" 5"-4" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'_7" 6.4" T_2" _.._.._ 20 V-0" 1'-1 " V-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11 " W-11 " 7'-11 " 8'-11 " 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D �-depth i I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM' SEE PLAN FOR °. ° FOUNDATION INFO a, ° a' ° STEM FOUNDATION GRADE REINF. SEE PLAN a ' ' 4 ° Ae;IFf A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ��® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE P'111'%r- \ /r r%-r-I % A I TI 11'1%1 1 1_\ Im TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE PLUMBING LINE CO � A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d e' a a °. a Q a° G a.,4 , I I') h ° SEE FND. PLN. SIZE & REINF. 0 zM 0 to Z N z� (D a U) z C: un0 Q) C a--) w p •O w 0,_^^ ff m v ' U � in �m m CN LU E — N M cn M N a M U _ (6 O = N I1� 'il U to L " o Co C " Q o rn o- 0 o In 0 mCL Qo A ® N C. B.D C � N �D U) Z W �N�zz W W Q o U, �o ZNo40tip Fa I�rBo UM 0.I ` fir ` , J •• vv °bo Or ° Nt �� O�ku ICE),��V'> ID \\ ti f I! III %\t����� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 2 W 0 z¢a Xi5 uaaiY� Uzoo oDz .0 0 co FLin LLJ F_ z } V �z O L 52 g f t43 �--� Q o IS�W U L) ('Y') � 0 a (VY) ¢¢ 52ma IvJ ZW 20 a¢�� Q N o�o z z r14 � =0, 2�i w � Lu _1 ri LL j Q o W a Q1 Q z z �z Q Y / z 5 Zz m O 00 d = J a ,-11 a cn s SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. ^ . O �,J SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 _FYP') VARIES / 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER —� CHART ON FLOOR / PLAN �f/ 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 LD (2) LAYERS TYPE I OR TYPE II a' (#15 OR #30) UNDERLAYMENT -! I FOR ROOF PITCH 4:12 OR LESS. I� I IE- I =1 I I I p '1�II�II�II�I D PRE ENGINEERED WOOD 1:9 L I II EI I �I ° TRUSS @ 24" O.C. U.N.O.— =11 J1==III: HURRICANE ANCHOR @ EACH 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 GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB ELEV. VARIES — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. O 2x SUB FASCIA EE SOFFIT SHEET 8"&'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 FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11' a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE [ 00 co 6 MIL VAPOR BARRIER — 4t," D COMP. SOIL. �I T (COMPACTED TO 95% MODIFIED PROCTOR fi I I TI I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—\ BLOCK WALL BEYOND 14 O.H.D. RECESS z M Yv 11=1TI= �' 'T a, . " - 4 Mir I" IF 60 f- .v.... SEE A/S3 OR J/S6 —' ljj.l I I 1 ICI lj ,III 11-1- FOR REINF. INFO. 3" MIN. CLEARANCE 14" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: , *FOR BEARING WALL W/ UPLIFT ONLY (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" O/C & @ 6" MAX FROM END OF 2 x PLATE _ CV 6x6W1.4xW1.4 T WWF OR FIBERMESH Cl) 1-11 I 1=III—I _ I 11-1 11-1 I I r SCALE:3/4"=V-0" S3 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" 0!C FIELD. 7Vr 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7116" 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 @ 24" O.C.) 2" A.F.F. z 31/2"MIN. ELEV4-3 1/2" � A.F.F. o p IL CD N - D ° 00 — rrlll—III— P • TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 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, ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR GT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING OR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". JSULATION PER CHART ON FLOOR PLAN O.C. " O 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" \ WWF OR FIBERMESH �31/2" MIN. l III-11►t ; I'31/2"(min.)- 4" - D ° . j ° _ I I 1-III=1 I 31/2"(min.)- 4" I— _ 1IN11 III II II�—I I31mn. - 31/2"(min.) - 4"IIII I =i (2) #5 CONT. III r ai (2) #5 CONT. r 1-1141-1 4, 14n8„ U.N.O. TYPICAL BEARING WALL (@ STEP a SHEARWATYPICAL BEARING WALL @ STEPU.N.O. MIN. _ I_ I I_I "SHEAR WALL" SCALE:3/4"=1'-0" SCALE:3/4"=V-0" coN sic°����t ecs 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0!C J INSULATION PER FBC AND ENERGY coN 8 C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8- x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 5/8"x6" BOLTS BOLT 3RD LAYER 1/8"THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR " MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4 x31/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR '- 2x P.T. PLATE ASSUMED FINISHED 'E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR __ GRADE ° ' ° p z FINISH GRADE °O #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] Z Ire) D 25" MIN. LAP (30" MIN. LAP] jj > D _ °° 6 MIL VAPOR BARRIER -! ! I I ( p D ° I I=1 I I —I ! I=11 = CO \ _ _ 'r=I I ° ' I11=U1—_— T #5 REINFORCING BAR R 1 7/8 —� 1—I 11—III—I I I —I I —I I Z ' i l I I —I ! I —I I(—) 1 4 N Z_ p D° IIIIIIIIIIIII�III111IIIIIIIIIII�IIII�II I . III=1I1=— III �I #5LAPSPLICE g ° I 1=III—III—III—III—I I- N COMP. SOIL. (COMPACTED TO (i lllll i l� I 36" MIN. LAP [36" MIN. LAP] 1=1 � 1=I l 1=) � I=I 11=1 I I I I� 95% MODIFIED PROCTOR ASTM =1=1 11=1 1=1 1=1 1=111=1 1 1 =1 l 1-1 D1557) f1� III—III=1 I—III=1 I=1-1 i t=1—' 4" 1' ,,,1�l,�lllll�llll=„111,,111=III-III-11'- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" V A — — — — a TYPICAL THICKENED SCALE: 3/4"=1'-0" �r GRADE ° m. =(1) #5 REBAR w/ PT. I f I PSCREEN ENCLOSURE MIN. EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N�- t '- a M I11—_Ili d� III�I�" ;Iif 1= t T I SEE A/S3 OR J/S6 J -I LI I i I I I I � aI � I I I FLU - FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� '_on a CONT. BEAD SEALANT a INTERIOR ° -3 1 /2" j CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° a M 6 MIL VAPOR —_= i'�I 1= 1=1 BARRIER =1 1=I 11l 1111I11 II IIII II II I 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE LIJ � � D LU III=III=LI1 m ' a p . ai I —III —III —III g l 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLANoc (2) HTS20 FOR STRUCTURAL r' BEAM SIZE & CONNECTION INFO I I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE 1116" I MIN 7/16" O.S.B. SHEATHING o.s.e. Z ATTACHED PER NAILING ° Cn w Q SCHEDULE COLUMN LOCATION < w 6x6 P.T. #2 SYP �W U ABU66 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. a1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN r CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 cC! WWF OR FIBERMESH c,, 1FILLED w/ MIN. (2) #5 VERTICALS SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER a 0'-0" FIN. FLR.� COMMUNITY SPECS Z: I 1 I- 111=1 I 1=111=111=1 1- 0000.�: � 0 ,I11 o.���0000 CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ T-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) .E 6x6W1.4xW1.4 WWF OR FIBERMESH r ° . ° —III—III I I III=III=III.—' :- (2) #5 CONT. =1 11-1 ON 3" CHAIRS (TYP.) L8" 1 �, 8„ TYPICAL INTERIOR BEARING WALL W/ UPLIFT K"G� SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH _N I I M r VI\ 1\1_1111 ll\1 V. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS aC� S.G.D. M SCALE:3/4"=1'-0" ',I, S3 MASONRY WALL ANDS PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. `" ' 00 GRADE_ — 0LU I1=1I ° °. 1=I II —I11=III=_I' Z=—I 11=1 =III —I 1=1—III w Uj 0wCCo III= a� I- =11- z 0 0 it I=1 ° a —= —=__coZ FOOTING LU w III III —III —III —III —III 1=1 I 1=1 11_ L) I. l 111111111 l l l l l l-III=I I=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 0 Z co _ o zC) z z 0 Q) U Q) C—/D- a--+ L U Q •U — 0 w � Of E ti m N W �e — 8 mM M 2-M 0 O O o o_ < a co o 0 a v rn < d B D. B D. C 111� N N O M N O lu O CV Z W U) � _ = @w W Q Q�Z5 Z inW �°� o 49 Nam$ Z ME s9) LL W?" /d lb •ao � e •�'���G� tip LU _Z O f E S S 0 O r��//�JJ! I Iti1°Aid 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 2001 Tampa, FL 33607 www.LennarTampa.com oz 0 �o z¢a fa U W ><— U 00 Z U.- � � F— LU1 �aWz � o U O / \ J W N Vo rA' J Q Z } U fz i� g z "Q °6 0 z J U fo M Q o o00 0 o J zoo — 0 ��Rn a � Q Ln ~� z z ("'14 (V o�o o'o� W L r) LiJ ¢ z o Ln z ZS 0 m Ir 0b � 2 Ir 7-1 a cn s SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 SHEET NO. S3 (MONO) t 12 \`TYp) SEE ELEV. ISIMPSON SP2 W/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) - 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ L RO T 7 5/8" 8" TONEAILS SPACED Ell DOUBLE 2x TOP EXTERIOR FACE OF BLOCKPLATE EVENLYWALL IS 1 1/2" MAXIMUMEXTENSION FROM EXTERIOR INTERIOR ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 21/4" WALL WVARIES x BLOCKING @ EACH END W/ 10d @ " O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. \ S4 / SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPOASREQ'D IFT CONNECTOR CHEDULE) E 2X4 SPF. #2 ATE 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 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10)10d 41 - - NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN TO OPENING Fm DOOR OPENING ✓ ❑ EXTERIOR J F1:11❑ WALL CLEAN -OUT rZ WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD 54 SCALE: N.T.S. SA� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 11 g" 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 WI (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION EJE 2 NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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"X9112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J IMENEWMEM W J Q xNERNT > T 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOORS_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. e ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFFA �%L �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a IARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. Op �R SIMPSON HTT4 TYP. �A �N�NG U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A 1 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIM SON SP2 w/ (12)10d NAIL AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING LBT'LOCKING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD � z 2x TOP PLATE Ei U) V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =- = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 112" LL2x NAILS AT EA. TRUSS VERTICAL WEB STUD @ 24" (24" O.C. MAX) W/ MIN. 4" EMBEDMENT _ I - LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 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 MTM- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P SIMPSON SP4 Ini TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48„ SPLICE STAGGERED _10d @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ 4 16d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �� F= 2240 LBS SIMPSON rc P.T. ATE auVlrwty Oro SP2 owirwly SIMPSON SP1 SIMPSON SP4Ir 10c ST co J M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 a a d 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON j SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° a ° HTT4 w/ (18)10d NAILS (3610# SPF) ° o HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° .. • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (32854 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 wl WASHER & NUT 9 • FOR DTT2Z USE 1/2"DIA. x 12"EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 ar4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 C ROOF TRUSS ABOVE /_ 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 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 SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. � MAX. (MIN. (2) PER BOTTOM a 2X8 P.T. BOTTOM PLATE �:_ 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 U` z co C) - o zto z ¢ z V) UI Q) C/") a --A w .� w = o .i � F- U 2 co or- m W "_ UUU M C)1 co O O N ¢� Qti �8-� rn ¢ o B D• N c B O C N �O 0 U) O ,- o�oZ Z W M N 00 z �1� � g C7 a0 C ..7 U) 0' ri o -. W k^ usN�P aW > W U¢'Z a in Z 0 —N�' � y M E CIP Q 0 0��• FDS wild,< 0LU � ` u X co �0 40 ����ESSaO\"0 .111111 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 R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com OZ O za g Q wQ�W o $WLu J a Co N 10 Zo Q U 0 L zz g z -Q 1 (u N Z Q dW in M M cn _j 99 °Ro 6 U 00�. n„P g�Z� Q t'V Po�2 Z W N LP ) 1%& 2 _ " - TI C � F V $CIS p1 g Q Q z cl� z ,—I Lip0 Z � Z o 0° oo z g = LU Un •-+ a to o SCALE : AS NOTED DATE ; 3/7/2018 TECH: JMUROSKI VERSION NO. „J s� . O � SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W! (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON 1110A W (18) SIMPSON SP4 w/ (6) 1Od x NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL wi 2 16d NAILS SIMPSON H1OA w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d x 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL AIL BLOCKING FOR FIRST FOUR ROWS OF 45° f 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX, 8" FROM OUTLOOKER EDGES OF 2x8 SYP#2 "L" BRACE TO OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER o EXTEND AT LEAST 90 /o OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)1Od TOE NAILS @ AT LEAST 90% OF WEB A @ 8'-0" O/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH AT • EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A 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/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7J16" t:±t --- 1 W-6. — 1 OdX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS 7 OSB SHEATHING ATTACHED I I M 4 I w/ 10d NAILS @ 6" O.C. ' INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD `• 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" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED wl (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 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION '� O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10Aw/ (18) SIMPSON HGAMII W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1/4"x2 3/4" TITEN TO CMU x SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 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 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 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"xi 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 wI (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. SCJ SCALE: N.T.S. S5 -REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP r r T x N O SEE STRUCTURAL NOTES AND NAILING\117. SCHEDULE FOR 1 Od x 1 12" AT EA. OUTLOOKER_\ 2x4 OUTLOOKER @ F24" 0/C TOP CORD BLOCKING FOR CHORD BLOCKING _ co °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF - WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING " 1 1 2 1 1 2 EACH JOINT W/ (2) () AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED " O (3) 2" x 6 LAMINATIONS W/ (2) ROWS OF (2) 2" x4" LAMINATIONS W/ (1) ROW (3) 2" x4" LAMINATIONS W/ 1 ROW FIRST (4} ROWS OF ' 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 BLOCKING 2x4 CKIN) BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ 12)16d TOENAILS M. ONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2)12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ;ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP SEE PLAN FOR WOOD TRUSSES 10dx3" 0/C OCATIONS) TOENAIL 1 x3 @ 2x4 RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT l— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT'� SCALE: N.T.S. S5 12 6.9 1 MAX. ALTERNATE NON -DROP I (� GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL rM 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 *613 : _s- S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. � S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"xl 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/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGI M;�l 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-i I CONTINUOUS BOTTOIiii CHORD BRACING 2X4 MIN. LU Uj 0 O 0 v w q Nt w m o 0 �r o 0 Cl w Q occ T G 9 O "d q cwJ ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0-0" - 3'41 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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—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 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS � t— /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION M _ O z° z� a V Cn 0 vW CC5 p . U LL, Q � o M U mo LU r-` E N M 0)co M 190e U s ai O O N I CJ C o ¢ �LLoo _ oo 0 1 o O� 'r) v rn Q o AN N C 8 D C ..moo N N H O O N O Z Z LU U) F— . /� LU W LL= a <�;=I Z LLfz � o9, Q W a`�����,=���tid� IV L W.Li FDS�Qclom" "rc J o Lei d: "T � •... • ....c• 'tip, 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 00 I- za WQ�� Zoo �0Z? awO� O'L N / \ z e� O xz z z � uJ aC 3 L T� Q z O > V.F.■ J Q LI.I u v) (Y) C� z °Oz ao Q 0 t O CJ QOa N LL 2 a Z¢�¢ N �o- z z N u_ �2,0 LiJ J L r) rl LLI < W 57 z z o Y U g�� OR Ch z a o 0 co LLLLn M� w z LU Z - z O T_q ci (n SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 0 SHEET NO. S5 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24° HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR 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" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT Cn 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/ 1Od w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ -r INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 (13 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W1 FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT 0 OR FELT PAPER FOR MOISTURE BARRIER a;a 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 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL M 1x WD FURRING @ 24" O.C. LU a- BASEBOARD N MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY �u a. a N n a' a . 'd a ad FIN M I� T I=1 11=1 I f=1 T I (I—) I I '•'A zl e A. 6x6 W1.4xW1.4 III —III I WWF OR FIBERMESH _T=1 I I— I I -IIIL=l111=111 III a � � a" I _ STD. 90 HOOK (SEE DETAIL) 8"&'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) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH / 4" to 6" BELOW GRADE GRADE00 STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR 4" (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION ,1 SCALE: 3/4"=V-0" S6 d B SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Od 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 wl (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES:* USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING :� ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED o _z f r 22 PLAN • INSTALLED PER MANUF. y 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0° S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF, SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -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 V_ GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3116" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#, MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH IL r" .IV -- 1= I I I1-1ITI i 1=1 III —I I I I 111=1—F- (3) #5 CONT. ON 3" 811 I I—� 1v- 811 I —I I I 811 I 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. 15132" OSB —� EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI F SHEATHING w x SOLID 2x U C BLOCKING @ ALL o C SHEATHING 0 EDGES (SEE OPENING SECTION X- aQ C X W x E I- 2xSTUDS BEYOND. SEE PLAN 0 0 V) L I I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL 4 "'AHORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AlAI I rI r-1/A TI/1\1 r%I A^r1 A AA 4 FT. 4 FT. O O D 2 5 FT. 4 FT. O O 0 5 FT. 4 FT. 2 0 4 FT. 4 FT. O 0 4 FT. ROOF NAILING ZONE DIAGRAM T�7 SFFA �012 �N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILIN SC G REDUCE. NAILING ZONES (SHINGLE AND TILE) w � ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4' O.0 IN FIELD O z (NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING WO ¢ SHANK NAILS) = NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2' PLYWOOD o o (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 O } ¢ SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a ¢�00tn F O m , :, PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO U) U) w M W STUD AND OR BLOCKING AT ALL EDGES, NW 0 LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 314" S 112„ vz" INN S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W18d 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. © (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". I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED C WALL SHEATHING INSTALL. VFR AI RI fKIN S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 4 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 0R N� 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___\ q AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xW1.4 r WWF OR FIBERMESH 1 a. E d a T III —III —III —I I c . a n° a M -I I —I MITI II d I�IIIIIIIIIIIIIII a e _I I I_I 1 1 A 4 _ .• M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END T 4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE —I CO ;III-1 ;2 2 (3) # 5 REBAR ON 3" CHAIR JI 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 CD L. Z M _ o Z (0 z� Q d z Cz c) 0 c3 �V — 0 w TM I— = o I-- i� N M U mo w 1 E 8 4) M Im M N and M i S O o 0 w"-00 U L� 00-00 Q rn (j) ao , rL M Q d B D. N �G e � � M V ca O CV f zo Z WMNmz �z o -9 C', c U)O �' in u_ U W ��15 '° w im W d o Z O _ � ca a) 9 $ c q o WL Z Q 0, Ea' Q M W N Q .a3e° i e5�.� ej El W SNP. N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E Iq AR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com €Oz LU za Waa Uzo0 z E z !X J Ouzo � w U W N FVo z ^ c 0 r U E \J—J z Z "v <C 4 3: :D 1170 2: y LLJ O > V Q a J J U cn M C'3 Z 000 J f ¢oun O_j n s < W < ^' V LL aO rqI z w z ��1 / ¢¢U 9O O Zr+ Z N N U_ �&2ti w u) LLJ _ ;"8 LU 2: QLn u Qd' 1 Q Z �Q z z m In 0 z LU g° � _ Lu ,--i a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 3 . O SHEET NO. S6 1X4 DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION L1/2" DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX PROPER INSTALLATION $„ � DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS i X 4 1 X 4 ` #5 REBAR TYP, ' ( ) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG FURRING 3/16" 0 X 3-1 /2" LONG TAPCONS FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) 411111111111 BLOCK@ SPACING � 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL MASONRY THROUGH 3 �� DETAIL FILL SOLID STD. 90^ ` " D. 90 HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. BOTH CELLSId HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" Lj1 METAL SEAT PLATE 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DF:j IST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAIL � ` BOTTOM OF BAND l TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 10d @ 12' O.C. � FURRING ' — 2X8 P.T. WITH 3/16"0 X 3" ' +2� NOTC FIRST COURSE SIMPSON HGAMI OKTA 12" O.C. 2x P.T. A., REQ'D 2X8 P,T LONG TAPCONS STAGGERED @ 16 O.C. 2X8 INTO BAND JOISTD& (4) 1REWS (4' x2 3/4" 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL +5� NOTCH WEB AT THE ' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BFILLED UILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR Z STRAPS FILL 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT Ir 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31i4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1i4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION '. 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 INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d toINTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN 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) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 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 Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y," WOOD ) () * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / (2)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAID. J USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ V k Rjy TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. 4E N�7'y �,-O„ 5,-0„ SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OlLfINISHIFLOW 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° .. o.. ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" (5)12d NAILS SIMPSON TRUSS + SOFFIT + + + .' P D. 10" e d ° ° CENTERED W/ d 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS 2X4 SYP r ®s EACH TRUSS c ° °> 9 H IN TOP CD P ' KNOCKOUT / N . j ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR °� - d MONO FOOTING ., s.. VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN BRACE EXCEEDS 24° BUCK - (1) WITHIN 4" AND SECTION DETAILS JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I e CLEAN FILL ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .> • DIRT �' Z TO BE INSTALLED g 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 . #5 BAR IN " 90r HOOK <� 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 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" .; "'� ' �'� THRU OSB INTO 2 x 8 O.C. °' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-g ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. — EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga, PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" >- cc #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON z 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F.F. EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE W LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP tL 0 c� NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° c o P �T w a A REINFORCING AS FOLLOWS: ,:. .; ��I v U) < 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ( 0 PRESS PANEL REINFORCING INTO PLACE. #5x6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF F MORTAR 0 0 R BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL o ° I - I I � � U) Lo EXISTING FOOTING (2) #5x6' IN CONC. SMOOTH. D NO FURROW. 0 0, ° .: _ _ ca FILLED CELL I III 0 r I / DRILL 3 4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT �.(—� GRADE c, o I �- � SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6nNLAP p . \ El G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE _ ° Ct P >,: REMAIN FREE OF MORTAR. NOTE: Cl) z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g c TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE TIME , ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN, 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY 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. Z M _ o z� z� t1') C9 w 4--J � p VO w o U Cl) m !1J C M D M UUU = N O O N 00 Q con CD o M ¢ d B D® v M D O � N NU) w WIDW >su t Z 0W C? o LLE-�x W13, fr'f ¢ q • • FQSF?jQ.CCNf �^'', ' • j.i-,VIA • • � s° «; r ar - � F 1 ki 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 I Tampa, FL 33607 www.LennarTampa.com z 0 W� w¢�� U400 zWZ r%O� W a uj u- N Q Z0 >0 zz O g n3 o > _ a W U fM M w W� O po O Y� 0 Q N W g0 z z Q N Lu z oohs z Lu N LP) a j raorz a Z S J r-I LLJ <t a z v, v $ o �QZ �r ,-� z z S 0° 00 z 4� UJI 0 _ SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 SHEET NO. SS 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 06 314" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER Z 2x12 TREAD GLUED AND NAILED DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TZ-ONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE::! = 1'-0" 0 STRINGER MUST MAKE F CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL -2x12 SYP BEARS IN WALL , B '--2x6 SYP / 2x4 PT NOTCHED INTO STRINGER / AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO Fr 2x8 7 SECTION VIEW "A" SCALE: 1" = V-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING R S E 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE- 2x4 CUT ON BEVEL I I I I AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL BU LLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2ND RISER 71 1-�\ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / L 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING H E SECTION VIEW SCALE: j" = 1'-0" SCALE: 1" = V-0" -3/4 PLYWOOE ON DECK --2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2X4 BLOCKING NOTE: 2x8 DRYWALL STOP NOT SHOWN 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN a" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER70 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 BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a' X 2 a' TAPCONS @ MAX. 32" O.C. 1X4 GLUED AND NAILED TO STRINGER -2x4 DRAFT STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 --- 2x4 PT UNDER 2x12 TOP OF STRINGER ROVIDE MOISTURE PROTECTION LATTACH ALL COMPONENTS STAIR TO CONC. W/4" XTAPCONS @ MAX. 32" O.C.NAILED GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING MF-1 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON OR 1 j x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = V-0" F SECTION VIEW SCALE: 2' = V-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )I STS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO NALL BELOW JOINT _TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" C9 'ism cM 0 o z z a a U, z to (D cn w CC5 p •O w o C6 U or- m N Lu F- N M tM O M U = N O o N U Lti L�00 O CCF Q m u7 O C- CL - rnQ o A I B D. N �.��...o a -'Jl N O OU) Z_ W Q) 1— �: Q W o W W ,6 - .9 w W °J�"� � a ¢ L Z O g 8 EU m w Z UMWN W Q N A ' °ww 0 v C7 � tia� n wf"1111t11!'��` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz O wo za Uz00 z0w�W (D2z Uzi a 2':J v00 10Lu I ^ (J—J J zo r 2:z z 5 z 'Q < N 3 Q z o / J W U-) rr) zo Q V KgQ LL- za�a g z N oES-o Z Z N w -,a2ti Uj 4 a�zo d" Q1 Q z z Paz � ,—+ Z zo o o° 00 g = SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 3v0 SHEET NO. ST vvd - r vu lw "i- l r r r wvv v v "� CROSS BRACING DETAIL (TYP.) SCALE:NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 SEE PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. WHEN VERTICAL SCAB 2 x 6 wl (12)10d NAILS SIMPSON HllC410 w/ (14) L. FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS NAILED 2x8 BLOCKING @ 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM -SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ 3 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN FOR CONNECTION INFO REQ'D ONLY WHEN A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE EVERY 3rd COLUMN SIZE &ADDITIONAL INFO. INDICATED ON BM. SCHEDULE/PLAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN S►ZE & BASE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION DICATEDNBM OPTION A B CONNECTION INFO OPTION C O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSONCOMMON w/ (10) 8d NAILS B M TO POST ATTACHMENTrA' 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48 AT " O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & SCALE: 3/4"=1'-0" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS F__�CENTER CONNECTION INFO. BM. SPLICE OVER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS 1 CONT. ROOF SHEATHING AT TRUSS TOP 11 SEE PLAN FOR TOP OF PIPAM MAX & EACH END ALTERNATE DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. —`'—/—WOOD TRUSS —� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gh VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 COS T&BCF WOOD TRUSS 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL an INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLATEFOP INFORMATION, BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO mk SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE �• °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY s SCALE:NTS SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) O O SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 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 a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE: NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS J OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FORLOCATION 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. WI SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS CD uP z_M 0 z�z Q a C: Ln C9 C W Cu �U — O LU T o2 CC3 U co o� CO W f— E N M c ca co— _ U -0 M 0 O CV 'n L E co Qim Sao too CL �Qo N C B D•C N �O B LU ��a z Z_ M Z U) LU a yd-A - w Q � Lu � —K Z5 a rn 0 o �2UM �a W va1Cilto%1D,il.'� o `WW. 3ENG.COE '.• 6 U 1?0FEBSIQ", ��t����►ll Pl ItM110�� 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 Wo W < Y oo0� p ? Z �o jw aydg-� a��ao Q W N A 0 � a z O ul r U 2:Z � U :5z Z) Iu W z ��/ ( o a J W U M M� U) �12o <o6 D�. Q a " W rl-. c�a a <( N Q<�� z Z N D_O�2 �a2t Jn LU Q ZO $aU d" 4 <2EzZa� � z o m O 4O 00 z 2 J rn T-i 0- U) o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0. 10 O SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL 0 BELOW AND ALT. CONNECTION. 2x CRIPPLES 16" O.C. @ (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE / 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 'd FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO �� 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS . 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x INSTALLED EA. END MIN (3) 2x #2 SPF STUDS @END OF 7.1 CORRECT BLOCKING w/ (3) 12d EA. END AT HEADER SEE Q/S4 FOR REQ'D JAMB •°• G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING w/ (11) NAILS & (4) 1/4" x 2 1!4" TITENS CENTERED • • � � SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN C� PACK w110d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"r x2 TIE BEAM @ 8 o.c. SIMPSON MSTA36 STRAPS w/ (26) 10dJ TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o°o ovo o°u o OF CRIPPLES IF LONGER THAN 8" T P. 2 -2x4 SPF SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. CONTRACTOR MAY USE RTT ( CLIPS) NAIL BACK LEG OF CIPPLE TO (2 ) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w! (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS i.° INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER SEE PLAN �E 5/$" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS 2) 12dTOENAILS. SEE PLAN FOR COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ CONNECTION EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN zMORE 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 ( ) SIMPSON SP4 w/ 6 10d x 1 1i2" USE PRE -EN 1NEERED () ( G FO C B B C 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 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER ° ° ° JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"0.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS g O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) Zx SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER E F TYP FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 114" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w! (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS o TOP AND SIMPSON SP1 w/ (10) 10dNAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • : • ` *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 wl ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. a� 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2 NAILS AT TOP AND TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY.2 SHEATHING CAN STOP ONCE UNDER 6 STORY COL. �a GIRDER 7 BOTTOM IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. L-A ° ° ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS 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 CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN BOX IS (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER SET OR HEADER USED OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS 2) 2x HEADER SEE PLAN DOUBLE 2x4 FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12dTOENAILS. ) 3" 0/ F 2 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. () @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. A�xTFN �TF 02x� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x A8°M� TOA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ° ALT. HEADER ANCHOR IS GREATER THAN 4 F LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON G E FEET OPENING NAILED TO STUD r8 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 OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS , ; 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 SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W! 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. a� 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [-DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. z� 0 z� z __j a z N CD � w •V � 0 LU V) E � `v U M m C) 04 W _ E N ce) m M Ca M U fL U F. �co ¢8 Y � a., �0 MQo AllBID. �.._m .ve N� =Jl _C N �D h N O O O W �Oz U Z N � w z . ii- o W w o N Of W E; F -a-� a In"aLUOC Z 0 m0 CA c N O Q LLZ NEE W o titI�loi �� C SEN9.CW. "1' O F E g SO\``\\\\\ � �f�Itfi11i1t1t� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0Z 0 uj Z a <g LU �z80 00Cex �o z a J ro � 2 o ' ^ O U W LL N 10 O v , O z d Z 0 z. } " �Z u U 14 z -0 Z) (a W C/) O > q;;r 06 U') M U) w � itM--'WYr- ¢ o -Ma F_ ILL, i7 zi� N � C) z z -C W�a� Qj uj 0 Q i. N 8 p p 0 z i0-,2 W J L.f) L]j Q 00LL0 ¢ Z 8 F-ui V+ TI Z z �¢z Z O m 06 QZ J = J2 a rn __1 a U0 o SCALE : AS NOTED DATE : 3/7/2018 TECH: )MUROSKI VERSION NO. 10 O SHEET NO. D2 ^' ^ 10 WEATHER ✓E BARRIER & lARILY SECURE WEATHER SRESISITIVE BARRIER TAPE (ASSEMBLED WINDDW) 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 SELF -ADHERED FLASHING HALF ROUND WINDOW NAILING FLANGE 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) Eon SELF -ADHERED FLASHING E AM 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6 USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 0 0 0 0 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 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALTADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) OWN SELF -ADHERED FLASHING INSIDE CORNER �Ground� ta� Water Resistant Barrier Lath Sheathing Stucco SELF -ADHERED FLASHING SELF -ADHERED FLASHING �' • FOUNDATION WEEP SCREED • DECK JOIST ' OUTSIDE CORNER • NOT USED • NOT USED NOT USED 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 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 UI' Z CD - o zN z� Q cn C9 Q) w a w ca)�V - ii 0 .i ~- U o0 N LUm 1e- M _ � U O o N -U_00 Lv o5 o Q 0) Lo o. 8-v rn Q d AI B D® NC B D C N N v M V7 N Z W M N 6.z 1-,, z LU N CD > NC)L -o oa � Z Z0 42 'o C, Zar=°N ¢o N ¢ M LL. W C O v V O WWW.FDSENG.COM 0 N 0 M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z 0 W Za� W Z C a- �zo0 Z � z 0 w Z C7pJ W �J U) aapm o��o A CJ W LL N m o /1 Z 0 f O Li � j„I Ili 2 z g L) J W M L1� LU 0 0 P o' J ig J 2 QLu - !2 N Z<Z� W Q Ln a¢�� 0-1 0 Z N N uJ��� LLJ J Lr) LU Q IJ.J Z u- o n F �¢0 Z k ��� Z o, 0 0 `? __ ZZ W J LA ¢ Lu 0 r-t �1 a .L to s SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 C SHEET NO. W P SIMPSON Strong -Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes 8r 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 l/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ]CC 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 I -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 6/302018 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. /6P4 Keith Cullum, P.E., LEED AP dwBDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney,: TX 75669 Phone: 072.542,0326 Fax 072.542.4139 www.stronatie.com k.�.i s �W ,fix X(r+��ti" tru` i �, � d x'�e„.,Yei'hjl Yv„`�,�` ' ».�'a�,' ,vim:.',, y:;, ,:'"i' .. .., �..'.. i-`'J� il,,h x^� � b mar %� .,,�, :,�? %'`"< ,� � pp � f . - a d ...T'' �� r+�`4� ✓�,�7� y'��"'�^� 4 ' A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2806 HD210-2 FL17232.3 ESR3445 HU210-2 FL10856.4 ESR-2549 H D212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 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 HU610 FL10856.10 ESR-2549 HD0410 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 FL176W.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-2613 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 HTSM 16 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 F1_17232.7 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 FL10667.71 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 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS208 FL17219.2 ER-0200 LTT208 FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LT7131 FL11496.3 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 F1_10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 1_TP4 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 FL10652.8 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 F1_10852.11 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 1`1_17244,8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SD52.5 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-2813 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 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 FL10458.48 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 UPH08 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 9B-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 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,1 +67.0/-67,0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential V+findCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (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 +50.0/-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 Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES 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 Gulf -ok 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, 1 understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N N C_ U N Q Q O L O Ito -0 CIO O cu Cn O = O O W Cn O O LL O > - -0 E 0 Co %O � C6 .� // -0/� V J E Z J ^W W V 0 L_ 0_ U 0 0_ SHEET NO, PA 1.0. +-a N � � � > (� O -t—e L ,}a a] / 1 V �t � � ' ; � � V O � L L O LL � +� `. O VJ CD .� (� Q (f1 � v i �fW` }e '^ v, ///rear ♦♦♦ O ^ Florida Department of Business & Professional Regulation Building Codes and Standards �a 1 I1620/e Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards p� 1 IIMIe Product Approval Application Detail Florida Department of Business &Professional Regulation Building Codes and Standards Pao•+ pPl I1vJa1e Product Approval Application Detail Florida Department of Business & Professional Regulation Papa t or: Building Codes and Standards I/arJDle Product Approval Application Detail FLa20461R2 11re! YeddoO l � E■IDMLE.LIra■eynldnfed h )(etidetII Ea�pd Jib 6op[mGd $t9. Revision 2017 TMmu-Thl Corporation Rick Wright Lyndon F. Schmidt, RE. Ryan J. King, P,E. 10I7512017 07n212D17 10n812017 12/122017 gppraved Category: Exterior Doom (419) 298.1740 PE43409 (81$) 767 8665 s+uhCategerY: Swbxglnp Exterior Dos. AssembOce ridlw@rvhldpcenwkente. Compliance Is I I Evaluation Report from, a oom Florida Registered Architect a a Lkeceetl Florida Professional Engineer Quality Asawarence Amvd for bag P Contract Essington lo.11M Uselid i ! I a. Therma-Tm FPoa-CWeio and Smo0po-8tar Nomnal 0F88quokNorApaol6quoE Opaque lz3lrh= No Yes No WA Composite Edge Fiberglass Single Door (InawlnorOuiswing; X wn8gum5on) F1020461A3 Sasdt EOtlBr.4L lab! 21k lam fat MUM Version Manufacturer Kindliness iLkervas Validated! By vwwdw &&M fd FSCAmorovol Avprmld Etehm Revision 2017 Themre-Tru Corporation Rick Wright Lyndon F. Schick, P.E. Ryon J. King, P.E. 12/1312017 12H312017 1221rM 7 Pending FBC Approve Category: Exterior Doors (419 29&1740 PE-43409 (813) 7t17-0668 8ub4bpory: Svdrpinp Exterior Door AeeerMlbs rWnv®rv+bNgconwbanb. Comp9once MW led: Evaluation Report from a win Florida Registered Archbot or a Licensed Florida Protwaknal Engineer FI.e204814f2 999 EndIv a 201 get laMPandma lag IYat Vandon contact ElSdtdtMiLlgm Ye99dd ON validated SWt�d Fee Agrelmd iFtamm Revision 2017 Therms-Tw Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J, King. P.E. 1011612017 D71122017 10118=17 12112/2017 Approved Category: Exterior Dona (419) 298.1740 PE43409 (813) 757.5855 Subt�agory: Swinging Exterior poor Assemblies ritlav@tvbMgcaosu2aMa. Compliance MOW: Evaluation Report from a Dom Florida Registered ArohBer3 or a Licensed Florida Prakselwal Engineer Esag ProtluetMadN. Number or Product Description In NVHZ eaaWALAMW nc peon ! Pressure 8 1.There-Tru FHWCWUIC and SmooTh-3ler NornYln 880138;08quot.Nm Ihrpsctdquot Opaque 12t3IMM No Yea No WA Composite Edge Fiberglass Single Door 0nmdngl0utewbg; X coMiguratbn) F1.04048142 gnat! Engt w peg tat Dow Panama peg bw Vw*w ! Enwr dn& Lkern a Validated By validated! tat Ita)ata Revision 2M7 Themna-Ton Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. Kbp, P.E. 12/13120W 1211312017 12212017 Pending FBC Approval edam: Exterior Doors (419) 2WI740 PE-43409 (813) 767-Wo S°7: Sa'in9m9 Edda Coon Assemblies ridnw@ra'bW90°rsukanb. Co npSanw MWw& Evaluation Report from a Don Florida Registered Architect or a Licensed Florida Professional Engineer pLa2ce81Je2 2wi Entity tat !� tat 'cols Version c�ect EnclasKALkamaa Validated any )fatted EvfaddWed PESAonfaYel A■reYd $t■t Rwbbn 2017 Therma-Tm Corporation Rick Wright Lyndon F. Schmidt P.E Ryan J. King, P.E. 1GM512017 07M2f2017 10/18=17 12/12QO17 Approved Category: Exterior Doors (41g) 2W1740 PE-43409 (813) 707-W55 WdCategory: Swinging Exterior Door Assemblies ddov@rwpid9coruukents. Compliance Madwd: Evaluation Report from a corn Florida Registered Architect or a Licensed Florida Professional Engineer ELe20481R2 Products An* in mttti O ! I'reelae 9 I. Thsmra�Tru Filow-Classic and STriooth-Ster Nom" 5'859uat;NaMmpsd&quoh Glowed 12131=0 No Yee No WA Composite Edge Fiberglass Single Door (Intwi gl0urswbg; X oonfauraOm) FLa2048a4TS 299 En tt-a 20 tat Dab fag I)= VersionEDdou[ t Ll�1 at Va 3wwm Astill tal FEg Addro Ml G■rsyANN Revision 2D17 TMrma-Ton Corporation Wok WMght Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 121132017 121132g17 122112017 PmWYq FBC Approval Cary: Exterior Doom (419) 29&1140 PEA3400 (813) 7w-e565 8u6t1dapory: S1Mlgbbg Exterior Door Assemblies ndrn®rw4kgmm041m11. Compliance Method: Evaluation Report from a can Florida Registered Amblied or a Licensed Florida Profewlonal Engkwr l3 2 fi9ll! ENEILa gag !� paw Panama Rate � f Manufacturer Validated �, Y E1. I AQ8[>�' Eta!■ Revision 2017 Therms-Tru Corpora�n Rich Wright Lyndon F. Suhma P.E. Ryan J. King, P.E. 10/15/2017 07112=17 10118M17 121122D17 Approved Category: Exterior Doom (419) 298.1740 PE43409 (013) 76745M SubCeigary: Saingirp ESmabrpocrAemmblies rickv Qrwbldgconwlrants. Compliance Method: Evaluation Report from a cum Architect a a Licensed Florida Florida fes Registered Engineer Profeeabral Enplceer g 14 n. Therms-Tru Fiber-Classb and Smooth -Star Nomnal 88i39;0 "Nw4mpad&quct Glowed I7J312020 No Yes No WA Composite Edge Fiberglass Single Door (IraainglGttrairW, X configuration) FLIMMI.RS gods EOtlh ds 9[ liQeg Dam Peruanc bag V Iki t d Sv ISfgt Y4� �YtY■IOC gontad Em.feL.iJ�t Yid EI.J� AgQOHMO tttaat Ravbbn 2017 TOertna-Tau Corporation Rkir Wright Lyndon F. Sr3nmMr, P.E. Ryan J. Kirq, P.E. 1ZM3/1g17 12/1312017 92212017 ding FOG App. Cetapary: Exterior Dwra 41 ) 29&1740 PE (813) 7874665 Subcategory: Swinging Exterior DoorAeeembiles rldrwowbblgmnsulmnts. Compliance M twcC. Evaluation Report from a com Florida Regbmred Arddmct or a Lkanwd Florida Brirs9lt1.85.P1sil FL02MM4tl Products FLVAM4t3 Products Pr b lonsi Engineer ymgg A,urav d,gr Use AporovedicrUse Quality Aeaurrnee Approved ,for Use Approved for bggtag Design gaWb A■UMM A—,dIts, U- A■mydto, U- lmotd tad■ PLS20451A3Produem Egg product Model. Number a Name Product Description Contruct Itallrallon Data I HVHL Outside Pressure EeaE Product MadN. Number at bases Product Description, In.HVHZ o Jed pm am" Product VAI&L Number or Name product rmcdwon A EKohmftm DAW In HYM 0101111119 M 1i l P�dirs 1 0. Theme Tm FOaCWfk said Smodh-Sry Nominal 88/39;0 ibergl,Ns Sin& &gwk Opaque 12131/1g21 Canpceke Edge FDeglws ralson Door (InawiruplOrhtewinp; X cuMipurolion) No Yw No WA S f. Thama-Tau FlberChwk and SmooSrSmr Nominal 88e "Sic lua;Norelmpad8gnwh Opaque 12/31 21 Composite Edge Faelpisee Single Door gnswinwoutewing; X eonagurelon) No Yes No WA 9 I. Themb-Tau FbaClablo and SmootIn-Smr Nominal S&W;8&quokNorHmpad&qu� Glazed 12rJIrM1 Canposka Edge F@erpisss Single Door (InewUgoubwxg; X configuration) No Yet No NIA itaag 14 Product IIM. Number a xeme m Thwma-Tru FWrCbssic and Smooth -Star pg■bbg Nominal 8&M39A "NoMmpeemqu0t Gazed 12/312021 Composite Edge Floary{ass Single Door Approved for Use p, ,Use g� bul�fHZ Outside NVH2 b No Yes, No DGWM Pressure WA iWMh. Search Crft& Search Crimrm (Isswlopl0uiswing; X configuration) Florida Department of Business & Professional RegWafion Page I of Florida Department of Business & Professional Regulation Page I or 1 Building Codes and Standards IISn01a Building Codes and Standards Product Approval Application D4rtal1 Product Approval Application Detail Florida Department of Business & Professional Regulation papa 1 a, Florida De rtment of Business & Professional Regulation Pa eg P •a•+n+ Building Codes and Standards 1/6/2613 Building Codes and Standards 1/6116018 Full � Eoft or tat 2dt gam■ tag nMS=54U code enft o gag tag Data nos bag Product Approval Application Detail Product Approval Application Detail z ism! V-1- tgmd9wWw EDgtaa ar A Lk a Validated By Validated tiuhMgMl Fig. Aogdmmd man Luis YMI Manufacturer contact EB timer lcLicense velmow9y Validated Submitted M A■rsnd Ap>![oved Etas Revision 2D17 Therma-Tau Caporwon Rick Wright National Accreditation & Ryan J. tong, P.E 1220/2017 O 2112017 12rdM17 Approved Randsbn 2017 Thamus-TM Corporation Rick Wright National Accreditation & Ryan J. Ktrp, P.E. 12Y0@017 09212017 122212017 Approved _ 15332-PA Catagory: Exterior Done suMitegory: Swlopbg Exterior Door Aeeeribiles Complknca Mankind: Certification Mark or Listing (419) 2WI740 Mmagemerd institute (813) 767A6M kkwombMgwnsWmnW com Category: F-:lotion Doors subcamrpry: Swingng Exterior DonrAseembtiss Compliance Method: CertlSpdan Mark or Listing (419) wbid40 Management ineaub (813)7878685 rldcw®rwbidgcunedbme. cum Ve9t Dfe! YereaO Revision 2017 tt0 MI Wmdaws and Doaa Ends, SaDtad EDptrer.E.L� vnldamd h Stanislaw Lute Roberto Lamas $Yvan M. Udch, PE Ice$ felt fait Yeadegd Eddhm■d f8gdt�d Agg�l =1312017 OS1112017 081152017 10MG2017 $tech Approved �t 1Vae Yd■lira Revision 2017 J■IlY1lPLlrs[ MI WNdovs aid Doors Enalnea EOgtalati.License ynidated By Brentsinger Luis Roberto Lomas Steven M. Udch, PE Qtg Q8g E�P�Og �. Yeaodtad ElddmEgd FOCAuxorowl Aggmyd 08n32017 06/112017 08118=7 10/1020t7 Etaat Approved Category: E+darlor Doom (717) 363-3300 PE42514 (717) $17-8454 Exterior Door 386-3300 PE-62514 (717131f-Bgd4 Subcategory: Sliding Exterior Door Assemblies beMin"mmd.wm SubgaY: Exterior DoorRpo Assemblies bsltk bltrngar■nYwd.com Egg Product Motel. Mummer er Name QmHb Assurance P.Ig1hId.GMgllMlg ApprovedHZ for Use Approved t glEltiz far Use !re■gf t39dWat gM.I■ 1hJmf■ Eeat Product Model. Number or Name g Apppved for Ifem Aporoved IBlIltP' . for _ !t!!ffieat PJ� Report _ Fb�iida�RagNtered Architect aka Lien Florida Compliace MwIldbg ��Wuw WMod: Evaluation R®WRSoona Registered Ardhited or a Licensed Florida 1 a. "Clasalo S&gwt and "Benchmark by 618 and 80 Opaque and Gland Fiberglass Door with 12M11=1 No Yee No WA 5 e. 8guo;5rtwolhSfarIlquot aid &W45enahmark by 646 and SI) Opaque and Gland Kbwgl ss Door with 12131=1 No Yea No WA Professional Engineer Professional Engineer Therma-Tnr" and wiNaa Siwaea Iwwbig and Oubwing TMma-Tru&qud; and without Si leave. Inswing and Oubwbg aulm i6■ Approved for use Approved for Use Im■s ! ApprovedforUw Approved for Use Im■d gdrsge season ant InNiHZ gad Resistant PJHMtlrM $garProducit Model. Number or Harm PAXWOeearialan Contract Expiration InttYfRi oumtoHy li+mdald Pressure 8 SERIES 420 ALUMINUM WD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 121312018 145314&quo1;x98" Na Yes No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/312018 XO, XX 988,quotx968quot No Yee No WA Florida Department of Business &Professional Regulation gape 1 or i BUfldfllg Codes and Standards ,Nrm1a Regulation Papa, a 1 Florida Department g Business & Standards Building Codex and Standards ,rsotc,e Florida Department of Business & Professional Regulation papa 1 n I Florida Department of Business & Professional Regulation p Depa eg .lie 1 a+ Building Codes and Standards Ir4wis Building Codes and Standards 1=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 13 920 Emww lag 20 Date Psi■ gag 226 En1ftV or 20 lag Dam pwdno 20 l3gt31 Elt153324114 gmk shear or lag fag Ddt.Jmxl■ gait cods Enft or gag 21b Data plaxalm gag mm Yldga lam fkatww Contact, Enalnear & License Validated IS, Val Submitted FBC AMllmd Approved Etas mm version Manufacturer contact Eg9kahar <ormea Validated By Y&WA d Sob Pffi A■mxd Aparowd Ali" Cn pots Vmleal Revision 2D17 Manufacturer MI Windows and Door Cebpmy: Exterior Doom SubCals": Sliding Exterior Door Assemblies Comsat EBglossir &LkaDu Yalu Went BMW Luis Roberto Lomas Sown M. Uridb, PE (717) 36633M PE482514 (717) 317-8454 bsMngerardwd.com Validated Submitted 08/132017 DOM 1/2017 FBC Aggffi'Y Approved 08116=7 1010/2017 Al" Approved jyg Version Revision 2017 1lmt MI Wndaee and Doan Category: Exterior Doom Subcategory: Sliding Exmoor Door Assemblies Contact Egpheer, a LiraDu validated h Brent $Mnger Luis Roberto Lomas Sravan M. Urich, PE (717) 36S3300 PE-62514 (717) 317-84M be0enger®rctwd.com Validated Submitted 08i132DIT 08/11/2017 Fffir Agars A Apwmu6 08116=17 10110)=7 so& Approved Revision 2017 CloM Wdlog Products Company Cato": Exterior Doom subColism: Sectional Exterior Door Assembles Conelleuca MWwd: Catiflcation Mark or Listing Mad Member leld bbrtek Testing Services NA, Gay Mwhix (513) 7704M Inc. (513) 5196506 mweeterBsideclopay.com 1128/2017 0811cowl7 U/06 017 Approved Revision 2017 Clopay BWkltrp Products Company Category: Exterior Doom SubCals": Sedbnal Exterior Door Assemblies ComplYrw beetled: Certification Mark or Listing Mark Westerfield Intertek Tadkp Sarvkea NA, Gary Pbehbr (513) TM-M Inc. (513) 510-em rmseatemNd®dopaY.com 112a2017 0011O2017 12/052017 Approved � ■ Dompgosws Method. Evaluation Report from o ience Method: Evaluation Report **in a Florida Registered Archked or a Licensed Florida Florida Registered Architect or a Licensed Florida � � Probational Engineer Professional Engineer Aoorwed for Use Approved for Use Impact teal■ Guests, Assurance Acnrowd for Use Aw aladfor Use !m■ai gnffi bbgg Product ModsLNussberaNear ProductDscriabon ranmAxmbogmRlkgHYt17 Otftkb w4w gmkgwrs Etas as= Dune& HVHZ gmhat psi 5a9.g Product Modal. Nrenber or Nam QuaVW ArsJ■0■ pJg■ Description 62sa ld for Approved In,kNm Outside for Use Igg■( HYHZ assist, beat■ Pressure 9-0 Produeta aodei. Number or Name Guam Andshimst AMMONd for Use Auaovod for Use lgl■d glYBon I Pressure Outside NVH2 asre 37 037 W5.09 PAN-2F161: 84A, 94, 73, 75. 1SM. 190, 76, 78V, 4RST, 4RSF, SRST, 6RSF, 2RST, 48. 42, 65, 46B, 42B, WS, G06S, GD5SV, GRSS, GRBSV, ARM AR6SV, Steal Pal (mid. 25 go.) SingWCar (up to Ircr wile) 05212028 WINDCODE8af174; W5 Garage Door No Yes No +30 PSF/-32 PSF 53 063 W&16 PAN-2F153: 84A, 94, 73, 75, 1 SM, 190, 4RST, 4RSF, 8RST, SRSF, 48, 42, 55, 488, 42B, 65S, GM, GOS$V, GRSS, OR5SV, AR5S, ARSSV, F.D5S, ED59V Steel Pan (min. 25 ga.) Doub"ar (9'2-to ITT' 0521202E wide) WINDCOOE&A174; W6 Garage Door No Yes No +30 PSFI-30 PSF 1 SERIES 420 ALUMINUM SOD $EWES 420ALUMINLIM SOD OXO 12131=8 No Yee No WA 2 8EIRE$420ALUMINUMISGO SERIES 420 ALUMINUM SOD OX. XO,XX 12/312018 No Yes No WA EDSS•ED68V 14634&quoW&gw1; NON -REINFORCED 98aquotx80" NON -REINFORCED O Florida Department of BLISIne6$ & Professional Regulation Building Codes and Standards Page I or1 meta Florida Department of Business &Professional Regulation Building Codes and Standards gag., a+ , arm+a Florida Department of Business & Professional Re Dap Regulation Building Codes and Standards pots I n, 1=18 Florida Department Of Business &Professional Regulation Building Codes and Standards gag.+ a,is I/&20te ■ is se if Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail co ■ — A Na_=n� _ lrim Enftw go lag lagPJresi■ tag Ilfa! Yerega coded P.galwatiLi� Validatedh Ydltfdd lvkmmd Flig�l Ag>®]d a n Review 2D17 MI W indoors and Doom Brad SMrger Luis Roberto Larva Stevan M. Urkh, PE 0SY132D17 08/1112017 081182017 10MOM017 Approved Cempory: Exterior owns (717) 3963300 PE-62514 (717) 3173464 BuhCampary: SMbg Exterior Door Assemblies bsiMngaromWd.can Compliance Med d: Evaluation Report from a I gaga Enmor tag !� m mm Version t14M�uor SdtoYat E vow' Ydld� Submitted PIIIICAttoi9Yd Aglt»t mum Review 2017 POT Industries Dean Ruad MbmiDade 8000 - CER Mtem4Dado SCOO- VAL 12202017 llrAM17 12/2&WI7 Approved SubCdY: ear. Situ Doom (guar4884m100 (788)31&2690 i on ark or Lsti dn+adr®pgtkdhsefea.cem SuhCaiance SAdnp confiscation Compliance Mashed: Grd6cetloru Mad or IJeOM FI.a11ffi7417 Sede En iv lag PW D Rdt � vet Encloser&IJcenaavalidatedamr&Lice Validated Et+hm�d 1 Aegrsmmd Al"Eta66a Review 2017 CURRIES Division ofAADG, Inc Dedla Dave UL LLC Ted Bement, PE 11130/2017 10282017 1210512017 Approved Cstoaory: Exterior Doom (641) 494-2844 (305) $04707 Door Components rid o tlaw.dedlc@aweabby.m sub PsAdC t— Method: Corn Mnled: Certlficellon Mad a Listing m PLe174a0.R2 cs9t Enitaca 20 get QUil Pending lag T1tirs vedalg IE■61ia■ID! gaohat Yegdegd EddAml�d RBC Aaorova a Validated By Age loft Revision 2017 MI Wlndows and Done Brent SIt ngsr American Archkechual Sown M. Urich, PE 12f282017 12/132017 Validated Category: Wndows (717) 365-UM Manufacturers Association V17) 3178454 SubCatence Single Harp beskper®nawd.00rn Corn tense Method: Grtlflowon Mad or Listing Florida Registered Adukad or a Ldosnsed Florida PLe11ffi74a7 Poduds Professional Engineer F1.12e1429 Products, FLIM74994t2 Products g Dab ApprovadforUea Approved �� fa Use knew DdID Est Pi4dlifatYbtla. Nueaber a Noma Ouety Assurance Pre pleaded- gsatrsstEamirstlg.�. Approved for Use hoped l" NvHZ tataa� gadget pfe■uM AW P WLwt llmM. Nam bww Mama Qualb ASlQance A Approved for broad IB.HVHZ CU Z atess s Deshat Pressure I!ffid S SERIES 420 ALUMINUM S00 REINFORCED Guests SERIES 420 t1O0 REINFORCED XX( 12/312018 Approved � the tat � No I Yes, No Wall- WA 1100 6GD-SS70 (Large Missile Vinyl S r 0//142021 s W� 1 807, 707, 727, 747, aril 847 Single and Palm of Doom hollow MOW dand cum'Louvered single and pairs of 121312026 Yes Yes Yes WA 2 185 SH 62z84 FINFmnpe Frame IG/SG Single Hung tOPo9=18 No Yee No +SOI4f0 SeemhSritarls coda varm. 017 FIL 111, 261.10 ScluctALUMINUM 1438guctpu98dqud; _tf Florida Department of Business & Professional Regulation Papa I oil Florida Department of Business & Professional Regulation Pap + Oil O W Building Codes and Standards handle Building Codes and Standards +16rm1e Florida Department ofBusiness &Professional Regulation Building Codes and Standards papa, n, 6rmla Florida Department of BU8bne58 &Professional Regulation Building Codes and Standards Paw+or t 1(lJ20+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall r� V ) F1.915S4kffi Srda EodaLa Qat lag geg.P�■ Peg 7ydt YeD11on NaDIdlehl[!L S�'3 Emda�E.�m Validated By YdWatMI E FBCA®LmMI Amaolmd Eta4M gg9t andar or tat gape FDab BQAdodim � 7Jm! Ysl�o ! � FOataeMI:.LI+eDu validated By Yelp Eld4maiM F9&AmrttN Apg1>aytl Etaat EIi161i4�4 FLate2rp4ta gm Iyae version Review 2D17 ttUtiati■C Clopay Building Products Company Category: Exmoor Doom SabC�gorx: Sectioned Occr Extorl0r DoorAswmbibt Gmplbaw Method. 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Walker 10I1B201T 10PoBPJ017 i11212017 Approved Review 2017 2017 lilobal Protection Products, LLC. Tim Robertson WNW A 7Mt Jr., P.E. John W. Knersvkh, PE 02/0812017 081$12017 09/111201T 12/122017 Approvetl Revision 2017 Global Pratadbn Products, LLC. TM Robinson WNW A TYt Jr., P.E. John W. Knaaevkh, PE 09108201T OBl312017 08111201T 12f172017 Approved RevNiorr 2017 AN American Shutters and Glass Mike Barbbrl Frank L. Bernardo, RE Troy SahoR P.E. AMWOVd At" oub" p� W cSearch Ontario Search Cathode Mj tor Puts, r20 AMR mmufaaw contact o Cn cCIO Anchored t Evaluator Entity (D is Entity Product EVNUItOr Entity Product Evaluation Partial SSaari CIU,& Search Clftft < trand Lumber D31312019 IVo Yee WA WA 3 TtarorSwnd LSL Lambasted CO < Assurance Approved for Use Approved for Use [.Pact Design DescriCIO ption: 0