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HomeMy WebLinkAbout3292 Kresterbrooke Ln32-9z 00 — - ❑ ❑ D El [E-71 [71 ❑ ❑ ❑ 0 I F171 F7 11 7E]EIE] M 0 � L11 IE7:1 El ❑ ❑ ❑ ❑ ❑ ❑ ❑ EADIA INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF orA.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BILK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) 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 FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN L v. Laundry LAV or Lay. Lavatory LF or L.F. Linear LL Lintel Length LT Laundry Tub MAT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLT HT or 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 RA or R/A or R.A. Return Air Air RAG or Rag. ReturnAir Grill RAD or Red. Radius REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS or R/S or R&S Rod and Shelf SD or SD. Smoke Detector 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 TB or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp, Tempered THIKN or Thicken TOB or T.O.B..BTop of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base 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 WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS &DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS REVISIONS 08-20-15 1.0 NEW BASE PLAN �. L= 1= 14 INI Aok 11 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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 INFORMATION. ALL WORK SHALL COMPLY WITH PREVAILING 9 CQDE NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS Notice to Builder &All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. r.. 1941 zEptq >f'i)�L V U V La zM a — o zN z� Q n E3 z Ln 0 (1) C/3 4--J w •V — 0 W c La o r— �� U �C" m W f— — 3 N M O) CM -P. M =Q? Oo E E ojj f 0 o-00 0 Q rn 0 rn Q o B D N CV ti N M tD 10 I b L Z � � o � o � • � d � Im LY N '° oa o Z Z-¢ocnrn' LLZW Vs11i��EEtjO% �Cd. �•. �G To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 00 za EF ¢c� wC) r- o ZU� �OwZ J a� aw0� V)�Fw N ^ - I ` c``, ' „ W Z Zo L 1..1.. r Z 5 �3 LU O O aaj w Wa o Z 0 <UA o J 2: w iC m a )+! U O J k N Z¢Z;� w'a Q Z LU z J r-I R a o ¢w� � --I LLI � � Ln 00 ¢ Q Z �2a° L0 z 0S Cal 00 Z � = M a ° � a Ln o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION No' 4s0 SHEET NO. C S C it d a u i 0 0 ZZ w H.B. O A O S3 EGRESS EGRESS �t A S3 TYP @ 1 STORY I \ \ \ I Ma \ o0 20'-63" a O -- ' N '6 '� P& ffRY 16"CEP �W LO o6, 2'- - 10'-4" "" r 10'-41" 2 m 00 2'-4 j FIBERGLASS�t 30°° i SURROUND N I I 1B 2" I °6 1" 5�- I R 'NG N b o bo o O \ I CAFE `c 8'-0" CLG. PATIO CARPET I q - 4'-0" - 11'-7$"I 0 N _j Q \ (' v I ! -I OPT I REF. j _ CO T BEDROOM 8 -0' CLG. CARPET 5068 B.F. BEDROOM 3 8%0" CLG. 2 CARPET q M 5'-4" f I ' _ -T ILE =o W CD 6-- z I p`O w N �- 14'-6" I o T O 5-4T-6" BEDROOM 4 ' 8'-0" CLG. CARPET I 4068 B.F. U) U)W O CC MW lit N TI ESI Kwl ISP r- . I D.W. I ao C===J=-__-___� - - - - _ - _ - - 6'-10" 4'-78'-8" I n N 23'-O$'. M 6o -------R&S------ N 2668 �;� HDR AT T-4" 3'-10" 7'-8" 10'-10$" r 2668 ILMoo T 17 NF ----- R&S ---- 1 I 7 '-4" 6" in ,- r 2 19 co `✓ A S3 TYP @ 1 STORY 'D ^�? � FAMILY R M 9'4" CLG. CARPET I riloo CD 4'-0" (4) 2x4 #2 SYP STUDS BERG BASE SURROU R.A.G. AHU T0 SS M D R 9'-4' - . 3068 CC S3 S3 - - - - ------ NOTE: FtNISHED I WALLS TO BE I�- FLUSH. VERIFY IN � FIELD. I I I I I I o60"x36" IIII ru�\ O > p X I m I ENTRY 8'-0" CLG. - a ro q o `t C° CDO VAULTED CLG. I (� 5'-4 " (4,2x4112 SYP K STUDS W/ USP S3 HTT4@BASE _ _ 11N P &YI Ilx � I� Q I I T I I I l l _r u I ;it1�> KEDGE OF SLAB 2" BEYOND WALL 20'4O ' RAR -0O r- I I I 1 I I I I IiIII I I� I I I I I I I I IIIII I I I I I I I I o 8,- „ CLG. " _ ^� ILE ' _ OPT. D OPT. R&S HANSON OX@SHOWER B3 A.F.F.Q DRYER VENT THRU ROOF 2668 7'_8" CDSURROUND N S3 17'-08" I I j Or2w M� w 5 8 3-10" -1 3'-0" Io? N T I OWNER'S SUITE B °° 8 -0' CLG. CARPET 0 MT� W.I.C. T 8%0" CLG. CARPET ___�-_ ---- R&S I I I I ( J 2 CAR GARAGE 8'-0" CLG. 2'-6" BUILDER TO PROVIDE O APPLIANCE W.H. PROTECTION N WHEN REQUIRED PER FBC I I I 1 1 I I I L T----------- I I I I I I I a I I TIDE LINEPI, 5-SH = 6" DPT 0 11, HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow QIS4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20X38j 184X37i S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 18jX71j S.H. J 32 27 1/4 X 26 26 X 25 4 S.H. J 33 27 1/4 X 38 N/A S.H. 434 27 a X 501 N/A S.H. 433 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. 435 27 J X 63 26 X 62 1/2 S.H. 436 27 j X 72 26 X 71 112 S.H. 22 37 1 X 26 36 j X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 314 S.H. 24 37 J X 50 j 364 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 52 X 37 S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 X 62 4 S.H. 36 54X72 52 X71j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - Al 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 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET SEE SN SHEET MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND I■NII■I�H •. 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 "All' I 1ST FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 1936 1936 416 20 2372 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 zM 0 - o z CN z J Q.)C cn 4--J u., .O w o �N U c) W CO o C. CO N W E t- U a)M rn (6 -0 CMM _ O 0 0 00 Y Q M C01 Y Fz U.)o v rn Q d B D® NpN C N �D `w N U) O M Oty0 v O Z W gizzi9=0 w z LLoo w LU LU c LL a L 0 �S¢ M C N O LL Z N M E� W paw 1 a N •',,�• ` �� 41 40 xa 21/1����"fldlf 1,7 11f81a��� 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 t0 Wo WaCO2� UH0 FLU Z5 Z �oWw -� a LU mo Q z z L 0 U i > Z a LL O �3 J W f U = �� µ0 I- Y o zm� fV z<za W�� Q a¢cl� o�` z z W O 0 Wa2L; w Lr) =LWto w �Q<< S ~8 Il.f) 00 Q Q z W IQZ k Z Ro o m z Uj :jz O 06 g = ¢ W t- 4 a to s SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 1.0 9'-118' 2'-84' CN E3 9'-118' 2'-84' MIRROR MIRROR 1 W v v O N Cq 15, 1 V7 0 9- o 0 QLj rn OWNER'S BATH OWNER'S BATH BATH 2 0 0 lO LO I L C 'C LO 9 0 � M M DD HOOD H y N 9 9 = tV N 60 L C N N DW 0 O O O i OPT. o RANGE REF. CL KITCHEN ISLAND KITCHEN KITCHEN N O W INTERIOR ELEVATIONS SCALE: 1 /2" C9 �_ Z M 0 Z Z Q d (nV) (D a Lu 0 LU Z Ca p cCs '— U � m N f— CD E C t6 M U W'a co_ � O _o N U �"c°Oo � o N Q Q- o rn LO av rn Q o b N �D � � 00 O N Z W �M�Z � z � W _ inIU Um cc ♦ ,� �.�rrrtr�Y'.N O W 01 R W.yv E1�.�0 J 1�a W C•••+• ,1��.1-oI 1. �es� ®,,!l111d110ii41ttt, 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 uj 1 Tampa, FL 33607 www.LennarTampa.com oz z¢a w�ir� zoo z�zQ �`n/�oZz v I S 2 2: J �wO ap w W � w N F W Z a Q Q U f Z Z ^� O W � .0 1� W Q J W O t V J� U0,aQ O zaz wa 1� Q1r¢uu�a' Q � O!—�d 'LLJ Ln tn ) Z w0 W Q W W � /yam ~ Y 6 W Q Z 00 J = a f Un SCALE : AS NOTED DATE : 7/30/2018 TECH : MJAM ES VERSION N0. 4nO SHEET NO. 2.0 C9 �_ Z M 0 Z Z Q d (nV) (D a Lu 0 LU Z Ca p cCs '— U � m N f— CD E C t6 M U W'a co_ � O _o N U �"c°Oo � o N Q Q- o rn LO av rn Q o b N �D � � 00 O N Z W �M�Z � z � W _ inIU Um cc ♦ ,� �.�rrrtr�Y'.N O W 01 R W.yv E1�.�0 J 1�a W C•••+• ,1��.1-oI 1. �es� ®,,!l111d110ii41ttt, 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 uj 1 Tampa, FL 33607 www.LennarTampa.com oz z¢a w�ir� zoo z�zQ �`n/�oZz v I S 2 2: J �wO ap w W � w N F W Z a Q Q U f Z Z ^� O W � .0 1� W Q J W O t V J� U0,aQ O zaz wa 1� Q1r¢uu�a' Q � O!—�d 'LLJ Ln tn ) Z w0 W Q W W � /yam ~ Y 6 W Q Z 00 J = a f Un SCALE : AS NOTED DATE : 7/30/2018 TECH : MJAM ES VERSION N0. 4nO SHEET NO. 2.0 LO I ao o= 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N. 12 5� N 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" ---�— -- ------------------------------- -- — �L'01 _� FF 7M� El ICF11 Ll DE11:1E11:1E1E1D 177 El D El D D F[71 15'-0" RIDGE VENT 12 5� — — — F.FL. -------------------- 14'-0" RIDGE VENT 12 ;;�5 FRONT ELEVATION - Al T.O.M. HDRHGT. _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ ___ __ _______ 6" FASCIA (TYP) TEXTURED 2 0 CEMENTICIOUS FINISH ON C.M.U. (TYP.) F. FL. I RIGHT ELEVATION - Al wJSCALE: 1/4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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 11150 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 / SO. FT. 0 V Z M O — O Z�Z Q n cn c� � L M o •V — OW o~ Lno F - InyCl) 'a m C"!W h- E N M O M m -a cc-,,) _ c� O o c� U fti � L L L 00 0o O Y n Q rn cn 2L zr M Q o B D. N N O O h N � ; S` U) Z W Mz 1-6 c .a 11Z '5 W Cc, Q -"w W V 10W Zpca;4� Igo LL 6 oU•r '� ❑ Zz -J(0 e, CCA UA • O � C9 F S E To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 za H C/) z zoo 0 11-- < yT4wZ ¢ J Y d p m LJJ O Z L 1 1 1 Z o Q U LU Z Z C: 3t U O � i vW W se P J O rj0�a �1pa [V ILL. z'1�QN w Z-W � ,.. i . � Z W Ln di LULL Z. J rl tL r UU a Ln 00 L Q Q Z ��1 �Qz 7 Z t '0" l Z �� J In R, O� /� MV/ W a. V I 0 SCALE : AS NOTED DATE : 7/30/2018 TECH: M7AM ES VERSION NO- 4 . O SHEET NO. 3.1 -17-. "i V IF W .Crn"i i.�'�llf ��1,7_77T N':�s- , ..filip 1 i- -I. ,I �- IT- T TrIM11-011 — s: X) 00 I 00 i rn a� it 12 5� c 14'-0" RIDGE VENT EXTENDED - OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES, ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - — — — — — — — — — — -- --r — — — — — =--- — — — M. -- HDRHGT. o 0 — — — — — — — ------------------ TEXTURED TEXTURED US TICIOUS NON 2'-0" FIN SH ON COM U. FINISH C.M.U. - E _ (TYP.) (TYP.) _ o v c 00 co 00 c J N o F.FL. E ------------ ------------------------------------------------— ---------------------------------------- ---------------- — — — 00 N O W - Al SCALE: 1 /4"=1'-0" LEFT ELEVATION - Al : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0 ;: Z M O ® O Z(0 z� Q a O CZ � W 0 00_ •U — O w TO C o C)� m C14 LU E- E E � M _ O o N C) -5CD 00 CC) o Q rn rQ- o Lo 2L73� rn Q d B D. N N V YI O N y# N�M Z � z Z W z Z c'n " C:'o W w W '� w Ch.2 W V ¢ - Z_p./w�=g P LL ca oiQ3is�l� o e �• \ i �e ���'••......•''•�t, 40 y I;tIII To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z 0 �0 z ¢ of ZWQQ�W U�00 O 0 0�X U a Q tZ y 0 w Z 2 2 J w p 00 0 O LU z z w 0 2:z LU 5 _0 -0 1� z Oz JW U = � Q rY LL Q 9 o p z o c FMB W foP '= c Vora 0¢ Z$ZJ f'v Waa a� Q 0,0 `W'-0 Z z r-i WO -o o' i ti J Ln rl LU G LLJ Q ¢ W LL F Z 0 Q Z L ^ I 0y� W Q Z Z � o ,-1 LA Z z 0 Oa t cog W = Z LLI ,-+ a UO o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 3.2 VARIES 1'-10" 12' CAP CAP 1„ 2„ 2" "NOTE: iv 1" RADIUS M cal FOAM TO BE USED ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS M CD REQUIRED BY COMMUNITY r� 3/4" RADIUS 4 V-54" - iv eo SPECS. IF NOT, 11 MIV g DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIESIMIll 1° OPENING VARIES o 0 24„ VARIES z N 2 193 2 VARIES 1„ 1 4„ V. N 111 2„ 1 1/2" RADIUS z 4" 4„ 42 2 1/2" RADIUS (/) all _ 34 4 Ml t v N M�v CO e •I 1 Mla Ala Tpp Ch - O L U t- VARIES 12 32„ 32„ N e - U) Cl)`° Ta ,,, ,., BASE BASE �' o m N ITN 3 , 2 2 IS, ch 4„ 1'-8" — v m :S M 4 4 =� ai O o 0 u_ o0 4 / Yo L a Cl1, p„ 4„ Q rn 0 rnCL Q o �N rvcenc 14„ 'T g D. 2 *NOTE: VARIES 8" 2" FOAM TO BE USED io o ONLY WHEN - W on o a s 3 REQUIRED BY 1'-6" I� _a a COMMUNITY a 1" " ¢ a SPECS. IF NOT, OPENING VARIES W V � d,N 1" 1'-4" 1" 2" `I�- DETAIL TO BE 2° 2" Z 0 _ "' ' io BUILT W/ STUCCO. 1 vi o"O Z �W OW � g � N <i M Q EDGE OF 24 ' a �° OPENING —�I W o � o ' - • - W W W.FDSENG.COM Li Li 1-1/2" THICK 1-1/2" THICK co N N 101, �M ch 10" 6" ti 24„ N o 4 � -1a 81 V tO - - IN HIV M 3„ 4 6" vy W 2 N 2„ 4„ 3„ 2„ 2„LLJ cc M v+ 3 To the best of the Engineers knowledge, infonnation and belief, 1-1/2" THICK 312 the structural plans and specifications contained within these 21„ drawings comply with the 2017 Florida Building Code - a> 4 - Residential 6th Edition. Engineers signature and seal is only for v TiYi the structural engineering portions of the drawing pages bearing rn _ 2,4„ 1 1 p, � Engineers signature and seal. o T 52 1 5 52 I I N ,54" 1, 4„ „ 3 � IN rM E � ILJV � 2T 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 LO a" 1" 12 VARIES VARIES www.LennarTampa.com I E5 2, N Q W IN C`7 VARIES VARIES CG tY 1z 1;M Z ¢ v_r4 1" 8" 32 4i 3„ Of 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 u o 0 rn r--------- �a6 rn 0 OPTIONAL OPTIONAL z o z O a 0 uj J 2 a LO 3 Q o N uj 00 LO 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" w o L o � 2-- '� 2' NOTE: L z o • INSTALL OVER STONE, TYP. z VARIES • FIN. TO HAVE TRADITIONAL — g LOOK & SMOOTH FINISH z `� 3 ' FOAM/ EPS MATERIAL IS ACCEPTED o �_ Cfi 0 J NOTE: 1'-4" U T � o •FIN. TO HAVE TRADITIONAL LOOK & 2 _1 v ' LLI � � o 3 SMOOTH FINISH 14' 1' 64" 1a' 12' 00 4" 2' 4 I- ` I-- H 0 2" " •FOAM/EPS MATERIAL IS ACCEPTED p , , � � 5 1'-14 5& �.� — N T-8 7" N J �' X 52 S. a a 4„ 3,_p„ 4„ I` I `'F LLB a o a 0 1„ 101, 1,�„ 101, iv (V z a z ¢ r— O L ¢ ¢ g t�O C N _ W � .. W 0,zo z 0 a> LJJ J) ¢ 1„ 1„ o = N Ln 00 Q z g Q z o _ Lr) Z o Chirjj ,n v ri Z z o a V <V O 00 d U0 I SCALE : AS NOTED U o DATE : 7/30/2018 �Mr TECH: MJAM ES , 1,, VERSION N0. 1„ 4nO2 N CD rIN 1" ), GENERAL NOTES: SHEET NO. M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH F1 LO I Q E S co a tZ 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA 1 200 AMP METER M�AI�N 200 amp 150 amp POWER CO. FEED-- INTERSYSTEM BONDING o TERMINATION PER 7I NEC 14, 250.94 J #14 copper to lights & outlets #12 copper to 20 amp clos #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu —4 Bare Cu Ground #4 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPP DUPLEX OUTLET ABOVE COUNTER F�Fw.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FFwF HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS —� TRACK LIGHT j FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �Da PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ,CL ELECTRIC PANEL _i DISCONNECT SWITCH SPEAKER (OPTIONAL) ^® ROUGH -IN FOR OPT. CEILING FAN v J C� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (9�311 (1) PHONE LINE, (1) DATA PORT WP DISC. GFI H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unman ncn ommro SYSTEM LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" 0 Z M — o Q GL, U) V) (D 4— J W LU �a O W t ) m F- N v I m N W py� Cl)C N M Zai pao U" 0 o N Y 8 0 w v Qv rn ¢ o B D® N'C'B�D�C N �O Z J� ] C? z a_63; UA LU _LU 0 /� 0 �4< O � m Z N M Er' a�— N w a Q LL IW NQco C Ca � U U Ii WWW.FDSENG.com 0 P 0 N 0 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. 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com 00 zQ a� �F Z w < K 8 o Q U 4 ^J LL tZ-0.ZQ S in Z J Q� to �o� � n U 8W" m ZZ L (� z O Q U �z WCZL Z J r" ( LL O _ TI O J W µOµ1OO O � � z a 0 Po, a zz a g O Z I\ u pu u Z W Lr) t1J '< a z Q J r--I ILL] 2:Y Ln Q 00 Q Z ZQZ �,r.�/��l �j a o IIL 0o g W = � ,--i a to o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 4x0 SHEET NO. 4.0 `v Ir W v v x rn 0 cV r` i" L0 I 00 i E5 rn a� lr W a> v S rn 0 0 J LO L0 DD r" N O W 1'-0" ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "NOTE*' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %'=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 -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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. CD "' Z M — o z (D z Q z Mi f) •V — O w ZD o2 a- co C) 0� 00 N W — 4) M C M M — U skF O O N U LL00 5 Cn 0 Q rn o- o v Qv rn ¢ o B D® N C B-D C _ N YI OO M O ib v O O � Z Lu M��z tz, z° o. LY LY V ��LLo w O Z O ., C{CMD ,arr� wrW VeSEVIS,IS Sc�a �� qa• � � C9 �� a ,•ea ,fir ' `y �• ••• � s0� ESF, :. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz 0 �o z ¢ of f aF,, w¢c X U Z U 0 z Q �2Zww a0.2�R ��� O W. U Lu N ��-- F W C z 0 } U z �3 1� o a J W Lg O 7-J �ou00 1 O UOm'a� uU a 0 ¢ t'V cc z¢Z< �oU z -0 W 0 J T- 4 W LLJ Q ¢ W !t T) a z o $ate 00 a z z Paz tl 0 0 m � �y�� w 4z .J Wun = - Z 4 f SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. 5.0 wlxiil') IlLlI�IT, t-hildilh c c d c a� v v 0 0 C2 LO I i a rn <D x 0 J u7 00 I E E 0 co 0 cV O w A H.B.YP @ 1 STORY . S3 U.N.O. ■ ■ ■ ■ ■ ■ ■" "■ ■ ■ _■ ■ ■ ■ ■ it o I: �\ 16'-0" 1 2'-94" 6'-10".'I IIII 0. -3 1 /2" \ \ SINK / DISP I } } I -1 77 L S3 \ I -------- \\\ \ 1 1 D W I �O ' • :::::. I} i S3 ,-Nn v L--_—L_-- _ _—_ I CHASE TO ISLAND \\ \ _--- ----- ------ —L =-- � o i I TYP@ 1 STORY U.N.O. - ■ STEPS AS REQUIRED \ \ CJ ---------� CJ OPT. CJ • : PROVIDE \ \ KITCHEN ISLAND REF. ;; • • • • • • • • • • • • • • • • • • • • • •• FOR SGD. REFER TO \ \ . • .. CJ I I ■ • • •• • • • • • 1 • ... 1O'-104" PER FIELD MASON'S SLOPE FOR \ LOW WALLS I q CONQ,IT,JONS 1 .:::.':.'. : WIDTH 1\\ •12'-10" \ 16-10" *- INDICATES FILLED CELL w/ 3000 PSI . CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE 1 ' " " " """ "" " .. W! (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON 0'-0" TOP OF CONC1 PAVER TO BE 4" ' ' ......■ ■ ■ ■ ■ 4'-0" 4' 4" 4'-6" TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR.01 HOOKED FTG. DOWELS 5" EMBED \ \� W! 25" EXT. ABOVE SLAB "GRADE 40 \ \ PROVIDE %2' x 9" SLOPE STEEL" I \ RECESS FOR FRT. POOR = _ o \ \ \ 2'-6"x2' 6"X1'-0" S3 10 25'-1047,, \ ` 9'-581" W! 3 #5 E.W. 128 \ \ 128 ( ) 4'-4" 50 —------- ■ o A CJ CJ .. \ K TI o0 TYP @ 1 STORY S3 CC U.N.O. S3 S3 2 #5 REBAR 2'-6" x 2-6" x 1'-0" I i�i VAHU\1 I I VERTICALS w! in FILLED CELL W/ (3) #5'S E.W. 2'-6'x2'-6"X1'-0" G b OPW/ (3) #5 E.W. I S3 I OPT. D PT. I -3 1/2" 1 SLOPE �f .............. • .. ■: I r 5-3" V-10" L 3,_611 I O 1 �N - I I ci O I' • I 3-1/2" MIN 3000 PSI CONC. 1 ' 2'-Ci 7a" 6'-5" T-2" f I Cfl SLAB FOR HERNANDO COUNTY ONLY K I I' J C 3-1/2" MIN 2500 PSI CONC N S3 SLAB OVER 6 MIL VISQUEEN I M I S3 VAPOR BARRIER I ' r 35`-4" 20'-6" ■ I I BUILDER I PROVIDE (2) #5 REBAR 0'-0" :: I APPLIANCE VERTICALS w/ in 4'-01 12'-1" ; O PROTECTION FILLED CELL W.H. WHEN REQUIRED PER FBC :----------+- --- -- ---------1' — -- — +-- -------� - -:............... ............................ ■ ■ ■ ■ ■ .:................... ............ , ■ ■ ■ ■ ■ ■ A S3 TYP @ 1 STORY 5'-7&„ 6 -48" U.N.O. 6 O G$� C1 5' r� FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VVWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ug n CONTROL JOINT DETAIL SCALE:NTS #5 CONT REINF. SEE .: , . •' FND. FOR QUANTITY �� ;; ��' '!.; .' ;•; #5 X 25" X 25" CORNER • ' �'• �' BAR ONE FOR EA. •. ' HORIZ. REBAR, TYP. • ! U.N.O. ;�;,; **Alternate: • �. : • �., �. !'; The reinf. bars shall be ' cont. around corner by cold bending the bar wl min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE:NTS Z M O "— O Z CO z� V) Ca a) N w •V — O o �Lh U o0 m LU pp� N M Cl) N C. p0000 v fA o »LU_cco U) Q0) o 0 UIQv �Qo B D. _ N O M 1� _tk ONO U) M bz z ~ Wa�'y� a In W V C Z 9 0 a)oQ_ � O vi o�O 1 Z Vf Ems'' L L W��0 v� U EN CO t QJA C �'. O F rr. r 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 0z z a w¢°dtr z oo°° J UyS Yapao O W LL N \ O Z- o on L ^l W I--- ¢ z O > U 2: z Z %% 4 ZD z O O J W . T i� � O Q9 W CC f- Y �' Q U 'I�� xO S2ma i �0�¢ rj zw¢a QLu � o Z' Z oo2 � 7� W Lr) Lij z J �-1 ILL] 2:a o a ¢ w o � 00 r�i ¢ Z z �`a"Qz a z 0 L/•l Z LLj J 2 O 06 T__q 0- U / SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. 6.0 UPLIFT CONNECTION CROSS-REFERENCE 7,30,18 A A A A (2) (2) (2) S3 D D D D D D m m D D D D D D D D pp '' n Q ¢ ¢ Q a o0 U U U J AKCJ3A .tDi rn o N .i N m w co cn w Q Q D 71 : :: III CJ58 EJ76 I EJ7B :: : J7A EJ7A EJ7A , , EJ7A Q21, ' EJ7A .. : . EJ7A EJ7A EJ7 G i 1 EJ7A ; EJ7 ' c I' i i o.. .... EJ7 : EJ7 , , ... ... ; o 0(2) : : EJ7 „ EJ7 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS • ; I LO 00 EJ7 EJ7 A LO S3 1. (2) 12d TOENAILS EACH SIDE OF FLOOR EJ7 EJ7 TRUSS TO WALL OR BEAM BELOW TYP a@ INT. BEARING U.N.O. rn CJ5 CJ5 c °' -v CJ3 CJ3 o CJ 1 w cn cn w CJ 1 J L0 L L j I A A S3 (2) v A Q Q2 N a a E O `c c c J y N U 0 0 U U N .o a. N O ROOF FRAMING PLAN SCALE: Y4"=1'-0' o c13 (n Sm 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" F$ 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 1 112" D H3 455 320 $ - $d RT3 610 525 8 - 8d X 1 1!2" E META20 1450 7 - 10d x 1 1f2" HTA20-18 1400 1400 10 - 10d X 1 1!2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -1 Od x 1 1/2" RT16A 1380 1160 9-10d X # 1/2"& 8-10dCD H HTT4 3610 3105 5/8"ANCH. 11810dx1.1J2 HTT4 2715 5i8"ANCH. 12010dx1-1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dx1-112 HTT5 3225 5/8" ANCH. l(28)10dx1 1l2 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L H 5 * 4505 3785 518" ANCH. 3l4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 _ 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 10d p 1550/3335 ** 1335/2820 ** 20 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1f2" Q HUS28 2000/4220 *� 1720/3125 ** 30 -16d x 3 1i2" HUS2$ 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1!2" MTW12 1195 1005 14-10d x 1-112" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1l2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-1Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5"EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1!2" HTW20 1530 1285 24 10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d H P 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REO'D ON ROOF PITCHES 3/12 &LOWER. LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3!8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (8) (,. (A) ) t OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (") (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt OR TRUSS 1 OR (A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES AT INTERSECTIONS. SPLICING CON LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. o (DM d V — � o m N f o- a�i v v _ rn 0 n 00 rn c a� v 2 rn O O J LO 00 iu E 0 = (n 00 0 O M �w GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Safe vertical load Safe horizontal load _` GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T FORM do GROUT SOLID LU i J _�Z� U O i/5 BAR CONT. 8F12-1B/1T O V LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F 16- B/1 T Q ro tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5REBAR .(1)RETTOP MIN. (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° n a � a #5 REBAR AT TOP ° ° .M.U. MIN. (1) REQ'D ° Q 1-1/2" CLEAR Q ° ° ° e G M D Z ZD ° ° GROUT 5 REBAR AT = U) to w _ 4 ° BOTTOM OF F- z w O Q LINTEL CAVITY Ld V r~» —BOTTOM o=oOz REINFORCING ¢ ¢ C7 ¢ � LL 7-5/8"ACTUAL PROVIDED IN Z o w aD D 8" NOMINAL WIDTH LINTEL ¢ _' O C14 of ¢ �, #5 REBAR AT BOTTC AS INDICATED (VARIES) a0 ° ° 4 MATERIALS c precas mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O O 6-10" LL O LINTEL PLANT SCALE: %'=1'-0" I 0 r zM O — o Z `O Z Q oZ 13 U) z Ln U' LU �o •V — p LU -� ZD o CtS U �� co LU N M M _ di U ,-@O o N �"� 0 Q rn N 40 av rn ¢ o B D® NN JC N �O fw .Ny v h N v � LU R' N„aoz w z I WUJ Nam, w c c 0 O a to mid .w cu o rti U)M m d I Z LLZ W��ti+,64E�,�� o 00 G c E 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 - ResideMial 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z O �Q Z ¢ gF Lu ix UZ00 Lu �w Z "yaagLu w 5 F W L Z Z ro a C 3 -0 z o = V Z Lu g U �Tr' ^� LL J wg Ou , Z I- FY0Q mo- O a Ij M ¢ J z Z< w d' ¢az 0 z w~Ow,Q g Z W ,—I Lli <LuR, = 0 w J r-I W CW G 0 0 H H Ln 00 Q Q Z LU W Z Z t7u bo o Z a 0 00 :5= UJ ZZ T-4 a V) s SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 8.0 J Q 00 Cn E A* w 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 ESSU E TREATED WOOD ALTER NATIVES HAVE BEEN CREATED P C TED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS; 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL ]WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND TRUSS SHOP DRAWINGS ARE TO SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 21.2. UNIT WEIGHT OF REINFORCED CONCRETE 150 PCF 1.3. 2 WEIGHT F " UNIT WE GH 0 8 C.M.U. BLOCK: 55 PSF 2,1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8• TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C4-P CONCRETE FORMED AGAINST EARTH: 3" C4-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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 WI 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 it NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4,4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4. 8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X 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 '7 BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7• THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. IrrigatioNsprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed beore exterior so�l treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalis. 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 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 513 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: HE CONTRACTORS R S IT IS TRESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. (D "2 co 0 Z CO Z Q j a 13 (,1 (O W c i--J W C �V - 0 LU cf cn ZD cn gin E 0 Cl) .. U O O m r� W E '- 8 (D M VI cl CT-COOM =a; 000 ULL-2 Q Con Q. CD, Qv rn ¢ o Al1 B D N C B D C -. N N NN Z W MOZ z � a U) - J O _ 01Q di _ C LL O L1 LU V -g Z ¢ 0 T 2i U) 0�5 N' o LL W N ¢ A ®m f�U F- *)0FDSPVnWKj ' Tr, r"lJ.L.• d r2 ° � u.t 0. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 UI Wo Z w< ooc� �LU o?Z y 1 J J LO ce N A uj L � W c Zo } 2:Z O Z 5 (4� T� Q z -0 < J LU Lu 9 U OOOZ sj„ '` 4NF LY a F- Z-Q Q a��� Z L1J Lfi LJ.j a2HZ < u- 8 LijLn < 00 Q Q Z ¢ z ri Z R Z 0 W O 00 g = J n < T--i a cn s SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE c3i 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 0A 13 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. X+,+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + +++ Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8l1J wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° k Filler blocking -t i 1/8" gap ° + / / 12 i FILL CELL—\ ,— STD. 90° HOOK y— BOND BEAM -7 } STD. 90" CONT. #5 CONT. #5 HOOK BAR BAR E #5 CONT. FOUNDATFROM 1 TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNAblck,11 PLYWOOD FLOOR SEE PLAN FOR REQSHEATHING PER PLAN COLUMN AND CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2„ }Small gap „ max. � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. required when indicated or 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 WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15nnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below. o consideration. Check N local building code for appropriate 1/16 details in One 10d box LO ::7� areas=20 of high or=20 sinker °O F10'-0" lateral load. nail each side 0 at bearing. i TANK -LESS W/H d- CORNER OF rn HOME GARAGE SIDE 0 O J _ Ln 00 00 EIE 0 co H C G O O O 5'-0" STUB -OUT FOR o LO GAS METER O o � U O 0 N 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-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Ilse 3" t10d1 nails at 6" o-r. Provide adequate bearing for each lapped joist. Squash block) 10d nails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 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 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16' 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-Sd 16" 2-8d 6-8d BCI90s® 11-7l8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC wl (22) NAILS T 5/8" (I THRU BOLT SIMPSC w/(22)- NAILS T R TRUSS 'OP PLATE !.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* L Joist Pat �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — �aee• 6A 1%" ROUND HOLE MAY 6„ 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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" 1'-2" 1'-3" 1'-0" 1'-7" 1'-11„ 2'-4" 2'-9" 3'-2" W-7" Any 16" joist 12 V-0" 1'-1" 1'-2" V-2" V_3" 1'-9" 2'-4" 2'-11- 3'-7" 4'-2" 4-9 5-4" 5'4" Span (ft) 16 V-0" 1,-1," 1'-2" 1•-2„ V-7" 2" 3'-10" 4,_9," 5'-7" 6,-4" 7,-2," W — 20 V-0" 1'-1" 1'-2" V-2" 2'-0" t3'-7 -0"' L44'-9" 4'-10" 5'-11" W-11 " 7'-11 " 8'-11 " V ®24 1'-0" 1'-1 " 1'-2" 1'-0" 2'-6" 5'-10" 7'-2" 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. 1�" 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 1Y" 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. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �i I — Nail with 10- 10d nails. _=1 1—�— Install tight to top flange. ° ' a SLEEVE THRU STEM SEE PLAN FOR °. ° . • ' ; FOUNDATION INFO q a STEM FOUNDATION I C—GRADEEINF. SEE PLAN \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� a I —JOISTS BUCKETS N.T.S. aig e , A a a I1— a A: r 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 PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION q a a Ir— PVC OR SCH40 SLEEVE PLUMBING LINE Z a co � d 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 n as G a 1-�=11 a a' d. aT- r a Ii- SEE FND. PLN. ol SIZE & REINF. CD M 0 o z z Q) � °U — 0 LU r- o ' v 2 M o m LU f— 0 N M (M � M -- S O O o 0 ,r it <Crn �0 rnQ d A 1 B D. NC BD C _ N O M "1 44 ooN o 0 Z LU M N 0m00 Z Z M U) .3 Q in W N W LU V>= E rn Z O A UMZLUa N¢M MilliW � 1-1 H 0. `'3 SE.' vfi • •"•C) o 10 Ok �G4- Ile \1% ti��t90 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 2 0 3 Wo �a w< X oo�0 zdlQQ =5zz 2)J aw0, C w C) Edo L W 1_ 1— z O } U Z 5 < o J W E.2E 2 E.!LQ ZO ¢UA ., Eo 57ma ,a ~ C4 (n zap¢ Wz Z Z ^ '� ono � ce 2 LU Ltd >wwa LU "' u Q Ln a W Lu 00 Q Z Z Q¢o zi� '-1 0 CIOrA Ln ZZ 0 a 06 J = Lu 1-4 a cn o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. - j @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1} ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'4'. EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" �' 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND 6 x 6 W1.4 x W1.4 r (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE CHAIRS TYP. M "' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL UNDERLAYMENT FOR ROOF (TYP.) WWF OR FIBERMESH x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 PITCH > 4:12 0 � ° A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2„ WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II ° ° a (#15 OR #30) UNDERLAYMENT - I I I I= m . a ° ° Im 31/2" MIN. 31/2" MIN. ELEV. -0'-31/2"FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.I I II �I I _I I �i I �I I ° ° ° a ° a ° ° ° 4P ��I ° - I I=11I ° ° ° A.F.F. p - , - . - , REQUIREMENTS SEE R905. RE ENGINEERED WOOD I �I ' - I ° 2x4 CONT.4 ° a ° w n ° ° f 11=i� I I Li- I'31/2"(min.)- 4" - r ° ° I=I�=I �131/2"(min.)- 41, TRUSS @ 24" O.C. U.N.O. -I �I I I �l I I I I-1 -I I =1 I �I i r a ° ° ° ° ° a N - - Q =�=I I f= 12 -I I I �-III-III-I III -I I f ��I I I I° O a ° d • _ _ ' �-- • _ HURRICANE ANCHOR @ EACH �I=I I �I I �I ICI I (= I I ° Q ° ° a 31/2 (min. - 4=I I I -I I I I -III- 31/2' (min.) - 4' (n'P) TRUSS SEE UPLIFT SCHED.) W/ "I =� 111=1 I III I I GARAGE DEPTH VARIES ° -I I =I I �, I I ; - VARIES ( 8° a ° ° �` =1 I=1TI --SIT--I I I I 1=III-I LI [ I I I-� I T TI-II I I I I=I METAL PL. UNDER EA. TRUSS=1 I . , I -t ,-I (2) #5 CONT. (2) #5 CONT. 4„ 1'-4" 8' MOISTURE BARRIER TYPICAL INTERIOR BEARING U.N.O. MIN. INSUL ION LE SHINGLE ROOF U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION „ "= „ "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" SN1 SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3 S3 S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. STRENGTH CEILING ALUMINUM DRIP coo,tv�o���� BOARD PER CODE (OR 5/8" EDGE GYP. TYPE "X" @GARAGE ALUMINUM FASCIA " " e s t�E 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING c W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C �N��s SCREWS @ 7" O.C. SHEET 2x STUD °� �s0\,,Noo 1 ROW 2x BLOCKING MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY coN () @ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. I 8'-6". d 8"x8"X16" KNOCK -OUT NOTE: ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT _ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION #5 VERT. IN FILLED CELL 1/2" GYP. WB (MIN.) @GARAGE PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w! SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL NAILER 8" C.M.U. TYPICAL 5/8"° x 10" "J" BOLT @ 24" 0/C W! 2"°X 3/16" 10 10d NAILS BOLT INFO. 5!8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK ( ) 5/8"DIA. EXPANSION BOLT @24 " O.C. IF NO UP LIFT ON @ PLATE WASHER TYPICAL STD. 90'HOOK (SEE DETAIL) ( 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W! 3500#, MIN. TENSION 2600#) *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH Q BOLTS 6" MAX FRO M 6 x s W1.4 x W1.4 �, w/ (10)10d NAILS 04 WEEP SCREED INSTALLED BAR W END OF 2 x PLATE WWF OR FIBERMESH r 2x P.T. PLATE ARCHITECTURAL ASSUMED FINISHED #3 OR #4 REINFORCING BAR 3 TYP• c PER MFR INSTRUCTIONS UJ c ° 1x2 PT WD FURRING @ 24" O.C. FINISH i s GRADE GRADE 40 MIN. Fy= 40ksi e p. _ N z #3 & #4 LAP SPLICE a m o -��--- p [GRADE 60 MIN. Fy= 60ksi] I I=III=� p I 1=III-I I I=�� T 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL �, - - c, FINISH GRADE 25" MIN. LAP [30"MIN. LAP] g I�-I I III I LI-1_�L--I I I� _ I- I I=1 I II I I -I I II I I=1T_I- ' CELLS (SEE ° W ° U.N.O. FOOTING MONO SHOWN p p °o o - I w _-_-I FOUNDATION PLAN 00 6 MIL VAPOR BARRIER LI I o ° I-III-III=I I = � g FOR LOCATIONS) FOR CLARITY D° ° o D ° p=1=1 I=1=1 I=1 I=I I N Z R 17/8 II I�T_II IIII I II I II I I I I I I= =I I ° III=�=III=III #5 REINFORCING BAR I I 1x4 P.T. BASE NAILER ° - _ Z I I I1=III-III-1TI-IIr p III=1 II I 1=1 I 1=1 I 1=1 I E _ _ �- #5 LAP SPLICE (2) #5 cotvT.- 4°x4"INSPECTION D° I=111=1I I=I1=1I1=1 I1=1 I • 111�=1IJ=TTIII=III=1 _ I I I -I I 1-I 1=III=� I t 36" MIN. LAP [36" MIN. LAP] ON T' CHAIRS 8 1-4 8 NOTE: ° o o ° „ II II 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL R I I= -I = I i= I = 1; T COMP. SOIL. (COMPACTED TO -I I ° _ (TYP FILLED CELL TYPICAL I=III=III=III=III= I II 95%MODIFIED PROCTOR ASTM I �= L=I IJ- I I -I I I-III=L=11 I 10" MIN. 2500 PSI CONIC. SLAB W/UPLIFT ONLY - �o ch AT GARAGE CONTRACTOR I ==1 I I==== � = � = � =I � =1 � =I 1= I 1=1=I � I= I D1557) #6 REINFORCING BAR LO MIN PSI MAY VARY PER U) =1 =11 F 1=111=111=111-1 I -I 1-I 11=1 I I-III=III=I 1=1 I -I 4" 1'-4" #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "-III =11 I-11 _. 1 = - I - =I =1 I I I I (= 11- CURB DUE TO SLOPE � -� � � I i I-ITI I � �-� � �- #6 LAP SPLICE TYPICAL INTERIOR BEARING Hi CONCRETE SLABW/6X6 w FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT G W NOTE:EXTEND .- W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" „- , „_ ,- „ „_ „ BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4 -1 0 S3 SLAB INFORMATION. SLAB INFORMATION. 00 z 6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ° - oo FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN WWF OR FIBERMESH N s MIL VAPOR _ o I= _ _ z - 31/2 WWF OR FIBERMESH () SEE ROOF PLAN S.G.D. (U.N.O.) r ' t - min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS co o BARRIER -�• 4 N "v GRADE AT 24" O.C. MAX. CONNECTION INFO ��; ' a COMP. SOIL. ° T O° _ _ - - - - - TOP OF BEAM & LAYOUT DESIGN a a LO (COMPACTED TO 95% - ° MODIFIED PROCTOR7 T71 - _ _ _LU - (1) #5 REBAR w/ OPT. � - ' a ° I FLO -II-III' SEE ROOF PLAN a : ° 0o ASTM D1557) 1 =III ,III I I III I I -S E 1�ENCLOSURE (2) HTS20 FOR STRUCTURAL :' ==„II T=„ 4 3 MIN, CLR. _ _ r ° -I I I- I I BEAM SIZE & N I a .. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE 4„ � � CONNECTION INFO M DETAIL) MIN. U.N.O. w zXaP.T. I - - - r 2x4 #2 SYP P.T. FRAMING w/ I III -I I �11=I , ,� TYPICAL WALL SECTION ; w P/16" I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 fi� 8" A TYPICAL THICKENED SLAB EDGE L O5'B' z ATTACHED PER NAILING FOR RE]NF. INFO. 3 SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" w SCHEDULE OPTION #1 ix SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP Q �� 1/2" GYP. BD. COLUMN LOCATION Q > � P.T. 2x > J SLAB INFORMATION. HOLD GYP. BD. w e. 2.. 1/2" FROM SLAB o ABU66 SLAB STEP & RECESS S.G.D. M o OPT: DEPRESS SLAB 5 �" 01_O I J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" Cn DEEP AND 6" BEYOND- a S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE o SEE DETAIL 16/D1 FOR = PAVERS / DRIVEWAY EXPANSION JOINT aQ -3112" COLUMN TO PORCH SILL w/ 1/4 x3" TAPCONS AT 8" q MASONRY WALL AND CONCRETE SLAB 14" 13" GARAGE O'C PAD FOOTING J PAVERS O.H.D. RECESS z _ v ATTACHMENTS & 18/D1 O.H.D. RECESS =§z��;, . FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. ATTACHMENTS EXTEND FILL CELLS _ `'' EMBEDMENT 12" O.C. W/ DRYWALL SCREWS 8"O.C. • N @ @ TO FOUNDATION PAD = s STAGGERED, FROM BOTTOM INSULATION PER CHART _ M ` + PLATE TO CONCRETE ON FLOOR PLAN SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING, T -T- - ° ' -I _ I t-, SIZE VARIES PER PLAN M c� I- =I ( III-T� -T- I (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRADE a -IIh I I ,+ 411 oo I���� .. f.� I oo TENSION 120#) CONCRETE SLAB _E = FILLED SOLID (SEE PLAN FOR - a �, -I111I I I I I I E I - 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT c7LU ° °• - -I 1I- n .• T I I • _ ° WWF OR FIBERMESH �, Z F w o- - =I I = I= v . ` .. - I =1 I I� I �€ - - = i, _ ° O w v� _ III=III • •� • a• I- I=III=III z I� I - - - a BRICK PAVERS or SLAB PER p o _ I- -_-_ = z a iT : • _ I : I �' I=III- 11- =-I 1-1 - - - - COMMUNITY SPECS " I-- d - `�' CC SEE A/S3 OR J/S6 II I I II,I I II „ I , I III SEE A/S3 OR J/S6 I II I „III I M 6 MIL VAPOR -_= i' �I =1 1=1 I= �; _ - - - 0'-0' FIN. FLR. I =I =I 11= = = 1 = = I J BARRIER - I I'i =- -1-I 11=1 11=1 11=1 1= = I -III -III 1 I I-11 I -I I I� FOOTING v FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE = =-III=III (-I I =1 11- BEYOND = I III III=1 I' _ PAD REINFORCEMENT -� I 1=1 I 1=1 i I-"' „ 0 1' 4" (1 STOR ) ! 1'-8" (1 STORY w/DEPRESSED SLAB OPT.) 1' 4" (1 STORY) - -I -I {-I ; . ,'' .. 3 MIN. CLEARANCE Z 1' 8" (2 STOR) V-8" (2 STORY) .;, :, FOOTING WIDTH 4" 4" Ry CONC. PAD NF'ON (SEE SCHEDULE) SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: 3/4"=1'-0° acALE:�'"_ °" SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. S3 S3 C9 _� Z M O - o z C9z Q a W �U - OLLI m c /) o f- o CD FM W N M Q] M N Ma CO - U S N 0 p N �l N L.L. W LO 4 Q rn N CL rn o A ® B D. N�C LLB D • C N `O W W o I a z o Nco o�� m 0, �'egi8�a1 � C�� ,N°� ...1. A _• `J Ga p� v� r V �• -1 LOB- ' r 1 ft,l;;•it 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 I Tampa, FL 33607 www.LennarTampa.com Oz 0 in zo fa In- J va 0W 00Ce Q �oZz W Co.Lij a � J F�© c J <zz Zo 5 z \. 06 �T O 0 1 Q 9 R O �o N 0 � 5� z<Z ¢¢Lu ¢ 5��g z z +� ,�o�o �aoti UJ J rl li. i NazU gam Ln 00 Q Q z WQ° z � z00 m Lj 00 Z Q J = � z a LU V) s SCALE . AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION No' 4n0 SHEET NO. S3 - 1 L' 'Ip a ',1U 11 I 1 1 I F I I , , Ir 1 1 1 T-_ i __T7 l (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR 12 PRE-ENGINEERED WOOD PLAN TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TY P) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 718" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d vLATH. FIRST 2 LAYERS 3/8" THICK ❑ POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ ❑ CRICKET AS REQUIRED PLATE WALL IS 1 1/2 MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIM SON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ NAIL AT EACH STUD FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SLI. 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING 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 NAILS AT EACH STUD 0 N 2x P.T. PLATE it I 5/8" x 10" "J" BOLT @ 24" O/C MAX Z�; W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —� AND FILLED SOLID W/GROUT T3 1 #5 VERT. IN CONC. FILLED CELL W/ Q STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL CL TO DRAIN DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d 44 COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. 54 ❑FIT A ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COARSE 2ND COARSE 3RD COARSE CARRIERlGIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN OF TRUSS TYPICAL SECTION THRU WINDOWrB MASONRY LAYOUT D MOISTURE BARRIER R OFT CONNECTOR 54 SCALE: N.T.S. AND FILLED W/ GROUT S4, 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. {SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT l a o a as 8" STD. 9d'HOOK 8" LINTEL BEAM W1(1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O 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 BLOCKING (TYP.) VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. CD 0 0 J LO Ln I Q 00 00 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 SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J ENEMN�'w 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET I' GARAGE DOOR ROLLER I I; GARAGE DOOR TRACK CONNECTION ASSEMBLY I ' :. GARAGE FLOOR !,�9 TRAVEL DIRECTION OF I'I GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 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. T�� Slag 4O`L N 2x CRIPPLES @ ---I 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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3i4", 71", AND 96-3/8"ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL ,kTHAN PE OR DUCT w! PENETRATION THRU TOP PLATE w/ MORE ° a a 50 0 OF TOP PLATE WIDTH INSTALL SIMPSON ° DOOR STOP PN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR sag SPLICE STAGGERED J-BOLT TRACK BRACKET 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' 1 (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) (4) (2) (4) 1 (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 S4 INTERIOR HEADER: (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. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 FN�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. Sq _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A —Y /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 O �10d @ g" O/C ATTACH ALL --` EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP 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. 54 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 ( P.T. ATE \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON Sp1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 o ° a TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U ? a 2x TOP PLATE `- M `n 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL,/- j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o HTT5 wl (26)10d NAILS (4670# SPF) ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° 000 • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED io I SIMPSON SP1 SIMPSON SIMPSON J-BOLTS @ 24" O.C. SP4 SP4 MAX 2X P.T. PLATE 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING �-(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ❑ o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 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 rR 1 SCALE: N.T.S. t M —o z a Q U) Q) W +-' •0LAJ - F o I_ m Li, F- p C" rT M U /i g? �i N C N O o 0 L LL CO I U o s m in a o �M U-)QV �Qo B D• N C B D C '°..r N �O .-. N •w O M � � N `/ Z Z W c-, 5§z w z _ M = U W gam.° ° w _ W E a O =2�¢ o Z LLMOE ti • � �•� � �0 , O� ' IF U0 41) Or E SS,Xo �eNR ell °°`7/r,/II I I I I I���4��® To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 06 71 aE �h w¢ W Uzoo mwx Z z a Lu OO LU L N Zz �Z 4 z �W U7 � {ouoa rY0' I- 0: J . Q H �oLU LU " � Nl ClZ�'a wz Z z +--1 �EUo & W W �Lz he" 00 Q Z <aZ k Z a o 0 m Z Ln JM O 00 _ ,--I a cn o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x O 2x4 BLOCKING 2x4 "T" BLOCKING 16d NAIL NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER7 SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. „ 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES OUTLOOKER � 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) @ 48" O.C. "L" BRACE @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE 1Od x 1 12" AT EA. SEE STRUCTURAL NOTES ATTACHED WI TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER 10d NAILS @ 4" BLOCKING FORAl FOR SHEATHIN DETAIL @ 24 O/C O.C. TYPICAL FIRST FOUR ROWS OF „ 45° t 24 MAX. TOP CORD BLOCKING 45°f 2X4 CONT"L" BRACE TOP CORD BLOCKING 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR GABLE TRUSS WEB TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES OF TRUSSES @ 5 SCALE: N.T.S. S5 SHEATHING APPROX. 8" FROM • OUTLOOKER EDGES OF OF SHEATHING TYPICAL DOUBLE TOP PLATE "L" 2"x4"CROSS BRACE 24" MAX. EDGES OF TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO ° 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM SHEATHING TYP. 2x4 "T" BLOCKING 48" O.C. EACH JOINT W/ 3 10d A O AT LEAST 90% OF WEB @ 8 -0' O/C. EXTEND AT LEAST 90 /o OF � FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND MAX. & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (2)1Od & (2)1Od EACH JOINT W/ 2 AT LEAST WEB 2x4 BLOCKING @ EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END E 10d & (2) 10d TOE A LENGTH (SEE TABLE) (SEE 48" O.C. 2x6 P.T. GABLE TRUSS SILL RIDGE FASTENED AT EACH JOINT W/ 2 10d O SIMPSON H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS "L" BRACE ATTACHED 16d NAIL 1/2 CDX PLYWOOD OR 7/16" OSB SHEATHING & (2)1Old TOE NAILS @ FROM LEDGER TO SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. J ATTACHED W/ 10d EA. END BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST 4 ROWS OF () NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. pQ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD �� �r SINGLE L BRACING DETAIL(6 THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d (2)16d NAILS BOTTOM ATTACHED "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ 6" O.C. 2x4 PANEL BLOCKING @ 48" EDGES AND 12" O.C. FIELD 2x BLOCKING W/ (2)16d TOENAILS 2x4 ON TOP OF PANEL BLOCKING FASTEN WITH SCALE. N.T.S. S5 2x4'T' ON TOP OF PANEL BLOCKING WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) , 10dx3 @ 4 O/C DIAPHRAGM FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING @ MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. EA. END TYP. TOP & WEEP SCREED BOTTOM ATTACHED w/ (2) BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4) 1/4"x3" SIMPSON SP2 w/ (12)10d 48" O/C GABLE TRUSS 5/8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM @ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM SDS SCREWS TO PLATES AT 36" O.C. NAILS AT EACH STUD TRUSS VERTICAL PLATE SPLICES W/ 3/16"x2" � PLATE WASHER SIMPSON HETA20 w/ 8 () O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER DBL. TOP PLATE 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS CHORD SLOPE OF ADJACENTTRUSS) STUD WALL (SEE TYP. SEC.) (2) 2"x8" "L" BRACE NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ T-O" O/C ALIGNED WITH FASTENED WITH (3) STRAP MISSED VERTICAL SED VE L SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 SECTION 3 SECTION 4 16d PER SIDE WEB, USE 6 SCISSOR GABLE "T" BRACE 7 10d NAILS & (4) 1/4"x2114" SCALE: N.T.S. S5 SCALE: N.T.S. SCALE: N.T.S. S5 S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE AS PER HIB 91 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) BACKNAIL W/ (2) 16d NAILS 10d x 1 12 AT EA 2x4 OUTLOOKER 20'-0" MAX "X" BRACE SEE DET. J/S5 20'-0" MAX CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. REFER TO DETAIL J ON SHEET S5 FOR N N _ Q f SEE STRUCTURAL OUTLOOKER @ 24" O/C 8d @ 0/C 2 x 4 BLOCKING w/ 2 10d ( ) WOOD TRUSSES TOE NAILS AT EACH END @ X-BRACING, AND TOP T co M • NOTES AND NAILING TOP CORD 24" O/C TYP ( ) CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION 00 `° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ;° 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED 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 -- `17 NAILS @ EA. END GABLE TRUSS w -- TRUSS SPANS ATTACHED W/ 2 -16d .�11' 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" BRACING w/ 3 1Qd x 3" ATQ. ( ) AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS WI 1 ROW () (3) 2 x 6 LAMINATIONS W! (2) ROWS OF @ 48" O/C FOR THE • (2)16d NAILS OSB SHEATHING ATTACHED „ W/ 10d NAILS @ 6 O.C. . EACH CONN. @ 24" O/C SIMPSON HGAM10KTA 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA, E ES AND 12" O.C. FIELD SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER W/ 0/C w! (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS 1/4"x1 1/2" SDS SCREWS TO (4) 1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR BLOCKING & (4) 1/4"x2 3/4" BOND BEAM SCREWS NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE1/ " D A, x 51/2" LAG SCREWS OR EQUAL ADJACENTCOLUMN w/ (2) 16d TOENAILS CONNECTION TITEN TO CMU TO BLOCKING & (4) MASONRY WALL 1/4"x2 3/4" OF THE SHOWN OR MASONRY WALL ! w -- Uj z 0 o d 0 Lz o w co o 0 w Q o T Q o Q � TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3!4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA, x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL ARCHITECTURAL FINISH NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ ' . CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2) 12d TOENAILS _ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NON -LOAD BEARING LOCATIONCOMMON rD NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) EXT. WALL CONN. NON -LOAD 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 BEARING LOCATION UNEVEN CLG. E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SEE TYP. SCALE: 3/4" S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-13 SCALE: N.T.S. S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S S5 ADDITIONAL INFORMATION. N n SCISSOR TRUSS t2 LO 45° 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 12 6.9 MAX. U0 I MINIMUM 2x OVERLAP TRUSS BRACING Q CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP LOCAT LAN IONS) OR 1 Odx3" O/C @ 2"x4" WOOD TRUSSES TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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 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) 0 CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 ALTERNATE NON -DROP NOTE: LO GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING `,' CROSS BRACING DETAIL J SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M BRACE TO EXTEND FULL HEIGHT OF 2) "L" BRACE TO BE FASTENED TO GABLE GABLE. STUD WITH 10dx3" NAILS @ 4" O/C. SCISSOR TRUSS SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. S5 = W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION O "L" BRACE W/ 1 Od @ 4" O.C. 12 3 1 12 (SEE SCHEDULE FOR SIZE s.9 MAx. END JACK S5 12 o i 6.9 MAX. AND LOCATION) "L" DOUBLE TOP PLATE 0 BRACE W/ 10d @ 4" O/C 5 (SEE SCHEDULE FOR SIZE 11'-0" MAX. 6 9 MAX. � 5 35 AND LOCATION) E S5 0 = SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS o SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 2X4 LEDGER N GABLE TRUSS SIMPSON LSTA18 "- 6 cc w S5 S5 L Y CORNER JACK a U •0 a w °d n • a < d d • a ed e d ' d a • < d e d <d a • • as do Z Cr• iY U a_ FRI U co �TUDS DBL. TOP PLATE @ 16" O.C. CONT. BEARING ONT. BEARING STUDS @16"O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH HIP FRAMING REFERENCE PLAN C WOOD FRAMED GABLE END BRACINGDETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-a, STUD MEAN WALL HEIGHT UP TO30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S. Cn MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. S� CAM Z M 0 —o z�z 0- 0 Q—.J w � o •O W c t/) o .� U CD �CN m W E r— o 0) CoM U N ' O , O o 0 r_ _U- 00 U yd = ns o con ^o ¢ rn '00 M ¢ o Al B D® N �D CD O O N '0 S d Z W � _ `M m z w Z II• J C N LL o o W W W �W�'LLoa rn Z O v ��o � Z m o LL W O V`+ .ti O sEQ. OM. 00 CN '' •� 04 "' 0 . PjL ESSt0 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 � Tampa, FL 33607 www.LennarTampa.com oz Lo Lu f� Waxes W A a ODW OL�o UWLL-N �U@ L a U) z O a z zZ : z \- Q N '0 �""� LU z O \i' Y R J Lu v' 7 Rl LL O O O Lu "— cV 0 z<zo Z Eo-o W J rl LLJ LLJ Q 69 ~ '� a S H 0 LPG 0o Q z z < 0 Z az m W Jz �W r-, .--1 a cn o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. S5 DOOR JAMB (REFERTO "RYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1 X 4 1/2" DRYWALL SHT. SDW2-K1TO SHT. SDW2-K1 TO SHT. SDW2-K1FOR CONN. DETAILSX FOR CONN. DETAILS1X &11X4111/12-"RYWALL CONN. DETAILSFOR 4 ff 4 1X4 3-1/4" LONG X 3/16"0FURRING 3/16"0 X 3" LONGFURRING TAPCONS 3/16"0 X 3-112" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL .. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 1X8 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 _ J ///7// FURRINI 2X8 P.T. WITH 3/16" 0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK _ W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX „ 1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. 2 0 BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE7/16" OSB S) 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR ( ) INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x S PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS r- BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" it LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH � TO BE INSTALLED "' BUILT UP PLWD. BUCK - 02 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 5 TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 ER PER INSTALLATION DETAILS ARCH DETAIL K B—B SCALE: N.T.S. SS rn O O PROPER INSTALLATION MAX, 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90 HOOK �JL 1/fl +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%Z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A wl (10) 8d NAILS LOJ GLASS BLOCK INSTALLATION NOTES LO A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY I AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP > EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR � COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 i E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS ANCHOR PER 9 ga. PANEL ) a IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE o = THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT iv PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. v F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: a H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 00 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 R1 N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN o GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. ZZ J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. w FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY f L SCALE: 3/4" = V-0" SS L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W1(2) 10d @ 6" O.C.. #5 REBAR (TYP,) ♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" �R ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TD. HOOK 2x BAND JOIST W/ FACE NAIL 10d 90° (TYP.) ` YP•) ACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' ` ' +2. NOTC F@ @ FIRST COURSE ` SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK THE :s I ♦ , , FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N,T.S. �SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. X / TRUSS 2X4 SYP EACH TRUSS CONNECTOR / SEE LINTEL—/ SCHED. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD 'TN PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT + SOFFIT W311111 Nil + CENTER SOFFIT - SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" LS W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18) 10d x 1 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" COVER 6'-0" I I ^F.F. EPDXY MIN. 6" EMBEDMENT E /f` 3" MIN. EDGE DISTANCE D p p T=lm�l---rr6 D — — — — — D � .'A GRADE D p Q p I I —II r rf-I I . e CV q ch Z \ C2 •D e. D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" CFF gHPF=T 112 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" Z 0 LL 0 w LL F- U U) FILL 1st 4 COURSES SOLID W/GROUT d d FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. <" OVERHAN d RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D, 1lffe�'$ili NISH #5 BAR CENTERED W/ g D e 9 H`40 IN TOP o KNOCKOUT / 04 CHAIR BLOCK e MONO FOOTING ' SIZE AND REINF. PER PLAN AND SECTION DETAILS -I IZI CLEAN FILL e ' .D A. DIRT z ° STANDARD o • e N #5 BAR IN 9(T HOOK FILLED CELL,' . . . . , , .� •, •,= - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" JTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC aNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY Ink 4(•._rl IAI !•\/•\•Ili 4" SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. (!3 V 7L co CO z Ci- Sid U) V) (D C � w � Q .O W U of - CD N W a) co CA cM co V = ai -0O M T p .o 04 C) _ LL00 "CU Y Q 0 6> Q O B D. We N N N U) g� w z Z LU R� z�c, LU C�tw N w LU Q L 0 a m o 4 43 U)LL U)E- W tv !`1'��U`E-T�O .FDSENG. ,pM• 4,Ca CO co IL 0FESS1Q�` ' rir/l/llll►tl�'��� 4�w To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNARI 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o z tto Za Ea ¢ w r ooU0 U01 ZQ�Q zHe W YapJ m O w N w F�o L Z� x U g Z ao U J > w °oo YS o���' J � U o a O J 0 z<zo w � Q Q O lu Z 0 -'b o LLJ Ln W � a z 8 J r-1 11J to g E a Ln 00 2: Q Q Z ��z �Z � ��o vai o co O 06 z :5 W 2 z a LU ,--1 a (n s SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 4w0 SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. -� 1 A v x 0 u7 LO I 00 „ 0 J LO 00 LO I 02 J I Q 00 0 I O a: ----Z-WOOD TRUSS -i A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot 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 CB VV/ r--IUU `w Lr'1V1 i I1lVV%.7 YY L-U TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT O OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. � A TRUSS USSES (2) 12D NAILS -� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP &BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ 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 FPLATE SPFT OP INFORMATION. BOTTOM CHORD OjLVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON HUC41Owl (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE / INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE L CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. I SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT �A SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F-1 A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER d SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �-• MASONRY WALL BELOW: SIMPSON aa. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM \—COMMON BEAM BELOW: SIMPSON HTS20 w/ SEETRUSSPLAN a..H(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @a ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFOMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS - OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS & SECTIONS (D _r Z M _ o za) z U, z V) 0 � W M o �V - 0 w i �C3Cn U N or- m LU i - S N M M N-0 M _ O O N A--LL.. 00 �o ¢m Nao JCL N �C O V N M 00 Z W MNibZ La za° U) 11 Q W W " .o ° m LL a W Z 0 0 � o, � ���°� WLCD z W a�¢M N A ,,,`\\\tt11) N ❑r/ FD �`� '" r(o Q Ir. O ctZr s CIL F � Ile ,�'�/lulu { I �\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz O tn L Lu Wacl�� Q480 z ui Z z wz a O�u-o U O L U) z L Z o W (1)d. 0 <8 f z � 5 Q. = u U LU 43 o 06 11 ix O = T-1 07 J Opz 4 . r v o F W5m6 U (V W 0 Z¢Z:� wg�<� Q ~� � go�� z z �o Y a � � W J In rl LJ1 2:Q Q z < -J E 0 LOr v a U, Q�z In 00 a 9o0 Cal w �m O 00 � 2 Lu z ^ ,--I a U o SCALE: AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. D1 ^' ^ "r WEATHER ✓E BARRIER & 2ARILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WNDOW ) 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 J01: UNDER DECKING (SEE DETAIL WP07) ED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weal 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 `w v rn 0 0 cli LO LO I 00 7- 5 0 0 J i2 00 I- I00 Cl� S DO NO' BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW E AM I Lr1Vl IIIYI] 1 L^VI IIIYI] 8 2 %SHING Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A phi 10 J 1©J EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WFro1) SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD na SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0,6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 71 V. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING -7 SELF -ADHERED FLASHING 51 �o 0 SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) �Ground� SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST I OUTSIDE CORNER ' • I Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/211to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z co _ o ZD Z cC°y z <C J d E3 (� U Cn .� w a~ ~ �V) U op m [V LU F- pp L7 R U S N O p N 00 Ua Y Y < 0) ) In v rn Q o D D. N HCY N �O N U) M N- Z w Z 2 J � w o 11Z � p til W N N a w W V > CL Z rn rn � 0 c � � ¢ O N ti OW E N¢ M WL W41C N O U U F WWW.FDSENG.COM ❑ ❑ 0 CV O M �G To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com SZ Ln Wo LU U1oo cr oo W �OLUW v, o��o A ` J U Lu N ZNzpp Q Zz L cu ^ L. >E o �/ LL LPL b z a LL O o N -0 T--1 -r �W 9 U f'1r� . 0 Z oLLJ05 Q UO C J Z< LU�w 4 �o2:o Z Z 281P 1= Lu J Ln ri LJ J ¢ Lij ¢ z �5' � l W goo Z Ln 00 Ztu RZ O oo g = " Lu rn ,-i a cn o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 411 SHEET NO. W P SIMPSON Strong -Tie March 20, 2018 Re: Wood Construction Connector compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method fo' Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criterie 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 6/30/2018 when 1: will be re-evaluated by Simpson Strong -Tie. Please visit www.strondtie.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 t Sampson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75009 Phone: 972.542.0320 Fax 072.542.4139 www.strona6a.com ,�� - '.`�-c ;:: .=�,-.-s: r «.,-,:n r,�.� A3 j=�;ti-.- -.,.. ;- �. x� .. .� r_: ,: ,.,.. ^• FL17244.1 + x>i�*�. �s-'�- ,«'J •�„ �. ,""..-„t. a ,.._. ':`�� ... �., rt��.�. ESR-3455 .t w,�,r z3� tia"�,u, �. - �'.:� o .s A23 �t. 'tn - � u��3^� , a ��. - FL10446.2 �',it t "v`: .::>Ta ''a�°-<�-..3 _ :;;�a�'.s x . ,,;1. �.�...x ,Y�7t;.>,. ESR-2606 H0210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216.3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 1`1_17324.2 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 HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS48 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 FL10852A ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS208 FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 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-2806 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10657.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 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-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.5 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A 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 FL17235.3 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 SPS FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28.2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11466.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL172%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 98-72, 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 (NONAM PACT) FL20461.1 +67.0/-67.0psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2C461.6 +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 +67.01-67.0 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 Wndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) F1.15279.53 +30.0/-30.0 psf Clopay Building Products Residential WndCode Doors W6 (BX7) FL15279.85 +3&0/42.0 psf Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-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 +40.01-40.0 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 +70.01-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 NIA 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 & 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 NIA 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 jobsits; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N N L Cf) Ca 0 N U W C 0 0 U 0 O M O C O W C 0 0 _ M LL 0 > .Cn a) L_ ^' VJ Q ^ I- -0 .= VJ Q Z W 4­�41 ^W^, �i V O L CL CL U O LV W n� ri sr_ W M z � J z J d SHEET NO. PA 1.0 N (n � ; � ( j O Q Q% O O C �✓ • �-/, ♦ 1 �}� ♦ ^ v, Co C ; � �•/ 2 O � 0 L � Li � O � O LL � y O �� y� Dn U) (n 0 � � 4- V J y A �2{J 0- Q Florida Department of Business & Professional Regulation Building Codes and Standards Pepsi 115=18 Product Approval Application Detati Florida Depar4nant of Business & Professional Regulation Building Codes and Standards Pap 1 1/5rm19 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 116R0+8 Product Approval Application Detail Florida Departmentg. of Business & Professional Regulation P.1 a 2 Building Codes and Standards 1/Mle Product Approval Application DetailCL FLa&4a1R2 crime Fal&La dicta 20 QalaJ9pGga RaOt SyaE Yerskn ttanl 2mtvd llostneui.L�m Ystketaelk !(rd�d Ea�mtllss FE2AoQamRl AmrmLa9 a1tdUR Revision 2017 TMmla-TN Corporation Ride Wright Lyndon F. Schmidt, P.E.evision Ryan J.King, P.E.P.E t0/1t12017 07N2/2M7 ,(Ut812017 ,Tf1Z/m17 Approved Dom(113) 767S55S SubCOCobseary:Exterioriging ddle niMlig0 PE-13409/ SUDCabpory: S7Nnpkip EWerbr Door Aassmblbe drkw®rwbWganeulanfe, co Registered MMBeludim Report m a � Professional Engineer A Liim A�.f ?Ah! !mesffi ! esion Eta! C�ebi2131rd taOPak k1Btli BssktaW Pmem 1 a Therms -TN FlberClaeelc ate Smoo9r-Star NmIMr 88b9;8 SquokNoMnpMBquok Opaque 121Jt/2020 No Yea No WA QnwAVICU Composite Edge FDag+ase Sb,pte Dover FLE2eeH4a (Imwk,y0utewlop, X aonrguralbn) Soso 1m2Lpi go Russ 1?YaGndlee Rai TYg Version aknlduMau Cmnl� Vaue.teetw Thimstes elf L�22i/M7 AlmmRd FIBC Revision 2017 Tenons -his Corporation Rick Wright Lyndon F. SdsnMl, P.E. lean J. KNrg, P.E 1Y7312017 1if1312017 12Rf/!M7 Pending FEC Category: Exteri« Door (419) 298.1740 PE-43400 (813) 76756M BubCa pay: Swhiging Extedior Dow Assembles drkw@nvbidgwnwllnb. Compliance Modv* Evaluation Report Dom a wpm Fiorillo professionalRegiArtlrlted «a Lioonead Florida Fu2eee142 22.91 Faft at Rib Ra Rae AM Version ! 29ntast EnalteariLIMMe Yuri l Ydi m FlICAmnss Approved Aida 2017 TMmn-TN Corporation Rick Wright Lyndon F. SchmML P.E.Ryon J. KYq, P.E. +W162017 07112rm? 10(182017 12H2/20,7 Approved O+UgpfY: Exterior Doors (41B) 298.1740 PE-49{09 (8,3) 787.&�5 SubCrepery: Swinging Exterior Door Asssn169ss dd+w�nWldpconeilAams. Method, Evaladon Report he. a Florida Registered Archled w a Licensed Flodds Professional Engineer gmWUAUMM AagrsXaO.bclhl AmrolRtl.>'eJha bm" no" Bsst product Model. contrast InHVIg Dillow* HVHZ l P� 6 }. Terms -TN FBNr-0WNc ate 9moo8tSMr N«nhal s Edo O abSVW o Single Bgr� Opaque 12/31f2020 No Yes No WA Campce3e Edge PDagess Sergio Door (Inadnp/OutewMp; X arApwatlan) FLIt&1&+43 2oda BA&w 20 120 Dsspe mm go Ara! verson manldMlulu S EmlmLSJdesm vrldateaa Yf su FOGApp7sltY Approved sleds Revision 2017 Tbemu-TN Corporation Rldc Wright Lydon F. Sd+mtl4 P.E. Ryan J. KNq, P.E. 12/1312017 12/1312017 1221/2017 Pending FBC Approval Category: Exterior Door (419) 298.1740 PE-43409 (813) 787-OW Subcategory: Swkping Exterior Door Aaenlbgu ddM'itlifwbklgwmuYms. Composes MCMod: Evaluation Repodfian a owl Florida Reghend Amhlted a ■ Lbwead Florida ProMaelontl Engineer Fuso4e142 Sass Eralty Ge1a � RlkiEin )m lists Alas vmhn ltlamssatmu contact Elm Vallidakllby Y ilk i@2Assmul Aconovel sma Review 2017 Therms -TN Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 1011=017 Wn212017 10/15/2017 12I,N2017 Approve Category: Exterior Doors (418) 298-1740 PEI3409 (519) 7tn$666 SubCetegorD: Swinging ExMrlor Door Aseertidbt rklnv@rwEM9wneulbrlb. CompletionCategory: FlondaRagisMrad Architect or aaLkensed Florida can Professional Engineer FLa0ss+42 Prpduets CAssursm Ate. Al�.i9Llbe lmssct dhelm (� ProduatMoer.Number«Hams P gn InMVHZ 4adAW0NWHE R prmars 8 L TMrma-TN FloenCMWc mid Smooth -Star Composite Edge PbaokNoMngadSquoC C�Xaxed 12/31/2020 No ten !a N/A Campcelte Edge Fiberpl ig Single Door (IrbpvkiplOidawkg; X amipuretlon) F1J12&N142 rat Snails ar no 20 RekPuandm Ra Tin version liaNtisil[ EmmKAINam Validated Or YtYdtlW atf FISCAMnarld Appromd llblut Revkipn 2017 TMm+a TN Corporation Rick Wright Lyndon F. Sohmldf, P.E. Ryan J. King, P.E. 121132017 12M3/20,7 122112017 PondYp FBC Approval Category: Exterior Door (419) 2W1740 PE-434M (813) 767-W56 Sui Category: Svrkgkig Exterior DoorAaemMMa r1ckwewbMgC«Nu1Mma. ComplMnce Megied: Evaluation Report from a own Florida Registered Amhked «a Licensed Florida Professional Engineerom ELr�f�Z 2+sk Eg1%gc gtle !iota lam !hb Validated p 7lrsa IfMa19II ( %per EmmaM.e.LI Ih EESdApplg7Rl Apprsrsd akssR Rovisbn 2017 Tlgrma-TN Corporation Rick WrightWrlM Lyndon F. 9ehmML P.E Ryan J. Khrg, P.E. 10H 52017 07H2ft017 10H82017 12n2f2g17 Approved EdIrAw Doom (419) 296.1740 PE-43409 (013) 787-SM Evakrfion ReWdBom■ pan Fiorillo Repiebred AArddMd «a 1.1ceer Florida one professional FLltM61R2 Products A ffi!6M Apmuemlkc4kE !tom 1>g!m ihlL! Pr«Mot Model. Number «Nam SR�tEwraum 0 , In HVHZ outside QI� FMtlYR 14 n. TMrtna-TN FbeaCMMIa are SmooMSMr Namin■188i�;O Bqu�Non4rnpaddquok Coed 12r311J020 No Yp No WA (ampos&e Edge Fiberglass SbipM Dow (kNwk,pfOwtswkg: x artnpw.tion) FLOMO142 Bess EIdkL.ot ld bm 1Lta.pesctm 1� � �nowilgam FOC Acialravr Approved� Revision 2017 Th@ a TN Corporation Rick Wright Lyndon F. SdmYtl6 F.E. Ryan J. King, P.E. 121132017 12/1&12017 12/2,r2017 ding F13C Appn Caegary: ExaNIw Doors (419) 298.1740 PE43409 (813) 707-OW Subcategory: SwIrglog ExterWOWAsssmbaee pNance Method: Evaluation Report from a �+1 Florida Registered Architect or a Licensed PkyWa FL#20"14t3 Products F1.070661-R3 Products FIJ20WR3 Products Piobssion l En(pneer Ilss� 1 Product Maid. Number«Name a. Therms -TN FlbnAMa+fo and Snaotlb-tier gmdhA� NpMntl BN39;g 6qu�ass Si gadSquol; Opaque 121J72021 CaneceM Edge Fiberglass Shipte Doer (IntssrirtprOirlavlrg; X ooMpurtlloti) Approved for Use Aawovacl lu.tilltii No for Use Rime i Yes No !� EIS WA ikap 8 E Thereon -TN FBwrLlaedc are 3moo6i-Ser Quality Ansuaram P Nominal BSY39,4 dquokNorb•kryad8qud; Opaque 12I31ft021 Composite Edge FWrgMp Single Dow (InwMplOulsift; X corgurtllon) Approved..1'ltr Lim lmsssi Design In HVHZ Hltili dtaahkct pressure No Yes No WA 31aiE 9 I. hMrma•TN F➢barCMeNc MM Smooth -Star 1i3RssC.�Ytam Nomkrel BdAg9;8 8quotNOMrtpadBquok Glazed 12I31R021 Composite Edge Fiberglass Single Dow (InnvingtOuWvkg; X contguetbn) Am Ass!>�.Ifss ImssZ 21ft IILIB@Z 9t!!lmlOtlli 1 ! No Yea No WA F 112M81R3 Products E 14 ProrNwt YadN. Nran6w a Nun n. flMnna-TN FbsrCMpk and SmoothStsr glwLEn6prsm S�,E.�! Nominal O&M.'O SquotNon-Impeddquok Glazed 121312021 Composite Edge Fiberglass SMgis. Door forSrarsmSEatdu6� Aga lHZ Agmtltss111YR lmmt Balm In HVHZ S 1 PJatlH! No Yee No WA Ammbsdwa Search Crawls (Inarnp101ibwMip; x Confguration) Florida Deparbnent of Business & Professional Regulation P.ga 1 a I Florida DepaMpent of Business & Professional Regulation P.01 a+ Building Codes and Standards 115=14 Building Codes and Standards 1ffim+a Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail paw i Of I I8rm1e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.D. I of I imm+a J 2oda ErMy or !ilk pat rAb Pam Eck 220 Elvft a 2111 disk paw pending lab Most Verses maidiahm ratio zalwaL4Lrdm Y1Yde" Maid ElbmtlMd FRCAaamul Approved AN" TIM Version tbmdeshss[ Contact EnalOW J.Icanse ValidatedIW Yaldeiss EtbmMW lifAmsri Apprmfss aaeaR Revision 2017 Therms -TN Corporation Cases": Exterior Doon Eubc:elsponN: S*4 gkg Ebderbr DowAesemUss Compliacee Menwd: CerMcation Mark or Listing Rick Wright National Adcwcifted i & Ryan J. Nkg, P.E. (419) 2WI740 Management loaRats (813)76741565 rldmv®rwbldpcemulants. own 122M17 OB21/2017 1207JJ2017 Approved Ravhbrt 2D17 TMmu-TN Corporation Category: EAm r Doors SuhCalepory: Svhgfnp Exterior DoaAeeemMtea Conolisn a Meaiod: CerNMetlon Mark or Listing Rick Wright National Accreditation & Ryan J. Nbg, P.E. (419) 29&1740 Management batouM (813) 7874M5Dab rkkwQm'bMgaonnrltma. own 120MIT g9M/2017 12/22/2017 Approved Zees I1m! Ymlm RavWort 2017 MI Wallows and Dons Category: Exertwn Do S1ufCatsgory: 8AtlWp Exterior Dow Assemblies, Emitsor1ud !ice Emf�[jjN90•! Ya2tlMss.®t Dram SMifga Luis Roberto Lomas Steven M. Uflok PE (717) 385WN PE412514 (717) 317-8454 bearnperssndwd.ca,t edam FW YilpMss PHSIA�taal Agplmmtl =13=17 OSM 1/2017 00/15=17 iw10/2017 ltissR Approved velJ! eves y>d� Revision 2017 1 MI Windo" and Doves S7nbCraapry: Sliding Fxerbr DoaAeeembliss -g VrMabed By 2fuotest EmmesriJ.apma StartSBAnger Luis Roberto Lomas Steven Ace. Uddb, PE beMnparssrtiisrtl.00m YANOW alimmss FOCAssro1a1 Approved �B 0811=017 OSM 12017 OB/162017 10flO2017 Approved Aewoved ter Use know Desks GWb Assurance Approved for Use AdarorM M Uw IRssct 20M CargMisnee MNlad: Evairmtlon Report axon a Cairpl4,se Mrhod: Evalwtlon Report from East 1 Proprw Mehl. Nuns w Name a. &gueOClaaioo-CrsUquot and &quokBwchmark by Tber e-Tnbsquot 811 she SN Opaque and Gisced FaaryYa Door with 12131=1 and wMtad SMeA4s. Inewi g and OuMwing In HVHZ OutsideyyA(Z NO Reafth nt Yes NO P1uMIrs WA Ala 5 e. 8quot;Smooth tft4quot; era &guetSendaMrk by Th r Truiquot pldd Deawlblaan 9281matAudedisia2da 8Ml and SN Opaque and Glazed Fibsigisss Door with 121312m1 and wMiput SldeaM. Inswing and Oubwkg In HVHZ BssYfars No Yes No p- WA 8 Flat Florida Registered Arditd or a Licensed Fiorillo Professional Engineer Proeoct Mod6L Maws or Name QLmM AeslEam! �„Dygssppp Ate' for Use Approved for Use IMR29 hl HVKZ �Hm Resistant pig pressure 1112.E Florida Registered Ardflad or a Licensed Florida Professional Engineer ProdeelMaW. MuniherwlMms 91asiCAsettranCS product esdtl� Approved.Ilor LI! A-r-d.for Lb, And )Isis¢ In.lffl8 lisshbct P1esssrs Search CdbwlbE!a?A.�tadl 3 SERIE8420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 1213112018 145.314&giptx95&g0t No Yes No WA 4 SERIES 420 UMMNU"I GNOMINFORCED SERIES 42D ALUMINUM SGD REINFORCED OX. 12/312018 XO, XX W&quot;x96&gmak No Yes No WA Florida Deparhnent of Business & Professional Regulation papa I erI Florida Departrnent of Business & Professional Regulation Pap 1 Of I Florida Department of Business & Professional Regulation p.g.+a1 Florida Department of Business & Professional Regulation P.g.I a i Building Codes and Standards lFreols Building Codes and Standards IMM18 Building Codes and Standards cones Building Codes and Standards +/s/m/a Product Approval Application Detail Product Approval Application D+Atall Product Approval Application Detail Product Approval Application Detail - • - RAI lode Enter or 4!k 20 QlkpfOam 21M Lon! Weston lkmukaassc Convect Enakm diLb- ValidAbd.ft YWWIW alarm PROAsomrY AaDW d son Revision 2017 Clopey BuBding Products Company Made voubftW Interek Teaft Servic" NA, Gary Phonier 11292M7 OSIIG 017 12/05=17 Approved CsS aW. E,&Adw Dom (513) 7704M Ina (519) 5195658 CubCaence : Sectional Exterior DoorAssembliesossmblbe mnveetsr6eM�aloPay.00m Compliance Mahal: Cedlfleatlori Mark or Lhei9 nmwmuproducts Quadib Anwasce Aparaved for Use Appointed for the ImRct Damon 8 sSOa EntlBLgt 210 21111 lkta.pesstm 2dit ]1m! Version M-11lagbua 29maot Egglomi.Lham Validated! By Yaad" §VhMt d FOCA-wel Approred EbnR Revision 2017 Clopay Building Products Company M■* Westerfield Imaek Testing Swdaa NA, Gary Kohler 1120=17 OSMO/2017 12N612017 Approved Category: Exedor Door (513) 770-M Inc. (513) 51"M ComWMne McBMd: Grtl5a5on MarSubcategory: Sectionsill Exterior Door k or AssembliesDaY.com aisoxhommm Anproved for loss Approvedfor lhs laum t Ih!!m a raw_.w_ c 22da EnWor Rib 2da Dab PONIm Rik Miss Ihdm maggilikaggsi Contact Emtesar3ldesm Validated by Ydld" Agiblitial FEDApp-ml Approved AMR Revision 2017 ss Windows end Doan Bierd Saeger Luis Roberto Lamas Brawn M. Urrld4 PE W132017 0//112017 08115=17 10110=17 Approved Cdseory--EWadsr Down (717)305-3300 PE82514 (717)317$4ti4 flubCsMpay: Sliding Exedsr Door Assemblies bsMrger®nietl.tom Compllaas Metlad: Evaluation Report from a Florida Registered Arddted or a LIMMO Fbdds Professional Engineer 22112 EstkLor Zak 20t latepen9m 20 Irma YMslgn IdaDWrdax grsd Enak-A License Validated 8, YgIWM/r( &dMftd FOCAppro al AssDead ANM Revision 2017 MI VMdows and Doan Brent Slegar LUIS Roberto Lomas Sewn M. U rkh, PE W 32017 08M IM17 081152017 10110IM17 Approved Category. : Sulu Doom (717) 365- .1%, PEg2li14 (717) 317$N54 SubCatsgaY: StlArg Exterior DoorAssaMlea belarga®miwd.mm pgaiae Mae.& Evaluation Report lom • Florida Registered Architect or a Licensed Florida professional Engineer MJ163324M Products ikaa Pfodual Espy." in.HVIR ouWss-tJYtii pussssn sea! 2adrsctE)o>fN�A InIBDZ Ombia HVMz smog" FDm11R ApprovedAa0[�use Ino � Fl1115332414 Products d0�Jor Amy lRsssi ll"im 37 097 W5o9 PAN-2F161; 8M, 94, 73, 76, 1500, 190. 76, 78V, 4RST, 4RSF. SRST, MSF, 2RST, 48, 42, 56, 48B, Steal Pan (min. 25 ga.) Si glaCer (up to 9'0-wM■) 0521MM WINDCODE&f174: W5 Garage Dow No Yes No +30 PSF/S2 PSF 53 g53 WG18 PAN-2F153: 14A, 44, 73, 75, ISM, 190, 4RST, 4RSF, SRST, 6RSF, 48, 42, 66, 486, 428, 566, GO5S, Stec Pan (min. 25 ga.) Double -Car (97 to 16(r 0621=8 wWe) WINDCODE&e174; W5 Garage Door No Yn No +30 PSF1S0 PSF ilea! Product Model. Number a Name iniffifi Outside HVHZ Res prsarrs Ask ProdudModr. Nu berw lams In tll@J�Z Outside FIVM2 Prseeurs 420, 559, GOSS, GD6SV, GRSS, GR55V, AR5S, AR63V, GOSSV, GRSS, GRSSV, ARKS, ARSSV, EDSS, ED5SV 1 SERIES 420 ALUMI NM SGO SERIES 420 ALUMINUM SOD OXO 121312011 No Yes No WA 2 SERIES 420 ALUMINU M SGD SERIES 420 ALUMINUM SOD OX, XO, )X 12/31me No Yea No WA FOSS. sow 145d/4&quo0A06paot NON -REINFORCED 96&quokx806q+iot NON -REINFORCED Crania Florida DepaMtent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PaM l er1 +Arm+a Florida Department of Buatiless & Professional Regulation Building Codes and Standards Product Approval Application Detail pag. I a + + 520I9 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Passion 1/snwa Florida Departrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.gs I a I 11=18 � 1111111a� m «633?as� 22111E Eaf K 20 Qala lam Rota Iya1 YMEim I Contact 9-h-A,Llmm Validated ay Vrd� Amkmmd fS G AmmRl Aga[s�d IBM RsvWM 2017 MI Windows arid Down stem swigs, Luis Roberto Lames Sewn M. kind,, PE =13=7 081112017 081152017 10H012017 Approved Deegan: Exterior Dodo (7,7) 3853300 PE412611 (717) 317.8464 SassiExt nor DoElderior DoorAaaemafes (IM38 ssnNivd.arri SubCdear. Mtlhed: EvaluetlonwAssawn• M I d, EvaluationReLicpneed FLS281.a20 29Ye ERtlmLat ldadt gab f RoOa MGM Varskn 1BInuh la er � EmtaaL AllesmyNleeted he Validated fighmom M Approval AgpLta� AMR RWWW 2017 PGT Whelan" Dun Runk Memi-D.M BCCO - CER Mkurd-Dade SCCO- VAL 122=17 1112ami l' 122SW17 Approved Catepay: Etdsflor Daaa (941)4884)100 (788)3152590 SubCaepery: Sk" Exterior DowAssembses dNak@pptlndwUMa.c«n Compliance Me1ied: CSABatlan Made or L.i*V FU11637.R7 toss E111ib or 20 dish Ike Besdlm PM Iva! Version lib 2gffiRt EDgImtELBam Ydwlbd ev Valkiew sJlhRmeO FSC Approval Agwomd ima Revision 2W7 CURRIES Division aMDG, ]no Dedle Dave UL LLC Ted Berman, PE 1 f202017 10282017 12MS=17 Approved Cespory: Exterior Donn (641)494-2844 (305)866�4707 subcategory: Exterior Door Components daw.dedk@weairby.to Compliance Method: Cem6atbn Mark a Luting m FUH7494N2 go dicta ire Selo Enter or v■adred by Sys& Version ! CO dot EmsYJ IIWlstlba 1StisAmfoyal ApltmRtl- Review 2017 AM 9Mdww and Doom BroM SMfger Nneicen Architectural Steven M. UddL PE 12rAM17 12/13 017 Validated CaftgwrWindows 7-8464 Subcategory: Stripes Hung �bDke�� p� Association17) 365-M Manufacturers 17) 1 Compliance Method: CeNMstlon Me* or Listing Florida Rice «a Fiords FilMta3747 Products Epps Professional Engineer QI.W p Approved for ties Assam In HVHZ betsest BaaJ� J Pre , ass.! 10 Product YohLNia berar ram■ 800•5579 (Urge MkbsBe WWaW 91MipLAi2sa m VIf84 8latg Gtsss Door 04H42021 Approved Nor loss Approved for We )mum In HViZ outdo Ifiw Reablant Yee Vee Yq Dealer, pressure WA ataat 1 807, 707, 727, 747, and 847 "to and Pairs of Doors Produot DDadod= Contest El Fitton, Glazed, end Lowered Sin* and pain of 12131=5 IWAow metal doors. Approved for Agormad lier Use laselart a InIMZ glseltle.HVIZ Bart Yea Yee Yes DM PmMurs WA 81II! 2 156 SH Qualltv Aeognmos 220balm&wRago 62xe4 FlmFtenpe Frame KYSG Smiles Hung 10A82018 Approved for Use Assaulted 111wMan hugmt Rsskn in HYNX aLssltlo HVHZ BeYtars Prsssuse No Yea NO +60/50 5 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGO REINFORCED XXX 12J12M8 No Yee No WA Season mma 2017 251.10 143&guetx88&quot U) Florida Deparhnent of Business & Professional Regulation Building Codes and Standards P.g.+a, A m,a Florida Department of Business & Professional Regulation Building Codes and Standards Fapa+al ++e O W Florida Department of Business & Professional Regulation Building Codes and Standards P.9.I a I 1/152DIa Florida Departnxnt of Business & Professional Regulation Building Codes and Standards trials Product Approval Application Detail Product Approval Application DeffiB Product Approval Application Detail Product Approval Application Detail "5341140 29es Ies! Ytalgn lYhmsssslrst Enft ormdose Contest EnamMELlesmyelld■tsAnv QM1 lass FBCAgDab parim 2tl1 Yamass $ FJIScAaamtal Approves ailssR FL1M46 Souk 1VuR YJlrshn 1kDufamlrM Erslhs[ 2gssaat EgalmLi.Lham vrldseaay Dail data FOCAw m Y BIIQIDIWd F1i2AgrsmY Assroftae 1BahR V / 13l163>�B4 iltfIJFII4JSi StMk Sync Vamm Revision 2017 Lb SINGU II Clopsy Bova Products Company nil Category: Exterior Dawn intkL.ss Carried EawooLaimm Vdeaed ay Mara WesbrMW I.Wfek T setup 8ervlcse NA, Osry Phraltler (513) 7704M Inc. (513) 519-M 2111 20 IfssdMld Ambmod 11292017 08If02017 DWA pending 20 F90 A-1-al AprEmd ,2/06/2017 AN" Approved 22111111 S1m1 Version Reeisbr, 2017 Higisilawai Cbpay BdWbg Products CprnpanY Cetepay: Exterior Doors Efim M 22wo EmktlL & Lh- Vestifted By Mara WsaaMaW IMertekraWnp Services NA, Gory Phehw (513) 770-M raw. (513) 5195586 210 Mk paw Penciled Ihk Vaud Asiggill ad me Amro1Rt App®ud ,12f12017 08/102017 12AH2O17 ANK Approved Revision 2017 MI W imloes and Doss Category: Windows Compas es adhoFoo Co"4+he11se ateY,od: CeftlBctlbn Aefk or LMkg Bonn Sanger Amgrim Afwheectunl Seven M. I". PE (717) 388.3300 henuMdaras Association (717) 3175454 beMnperssmhvd.Com 12212M7 12/312M7 01/04201ft Appoved Revision 2017 POT Industries Caegory: WNndoes S1tsC fiance Fhud CompDance Meamd: Certification Mark «Listing Dean Ruwk MIamFDade BCCO-CER Mismi-Dads BCCO-VAL (94t) 48"100 (786) 3153590 druMk@ppdnduobir.w«n 12/20=7 12/082017 12262017 Approved O SubCssagely: Sectional Exterior Door AssariMb mwsobrlbldQdoray.am Subcategory: Section! Exterior DoorAssemb9ee wnvesterBeld@doWY tom F1815349A0 products FL#24&4t2D Products ComplianceMr liod:Cedai:atbn MarkaLhdri9 ComplWueM a ,'-Cardlagan Mark «Listing Approved for use kmm Rkm A00@Rd h,Jlss Immt 2edm $CiII!l4tdProadst p0527941111Pdacts spa! Product Modr.NarwwNam Product Deserldbon Estabstion Data l i outside NVHZ Resistant pressure Ean)t Contract ExWodlmONO Ism s PNONM AQ!>ioved jor Use Aep[oved for Use Issued Deslm Qudlbj Assurance, Approved for pee Approved for Iwo Design , te5pw 73 x 721nulabd Glass 04A3/2018 No Yes No +SW-80 9 PW5520(Large Missile Impart) Vinyl Filed Window 0420202D Yes Yes Yoe WA cu at" Product Osewhallpri gRoostgmwdiomm I, HVHZ 9WtltlemtlZ RUN= Emetic aka! Product also"N,anberwxane EMMOLQ21mima InHVHz Oublide HVHZ Resistant P- 85 085 W5-09 PAN-2F163: 73. 75, 84A, 94, 42, 48, 42a, 489, SMN Pan(ran. 25 pa.) SkgMCar (up to 9'0' wWe) 0502028 No Yee No +38 PSFH2 102 102 W&16 PAN-2F153: 73, 75, 84/L 94, 42, 48, 428, 48B, Steal Pan (min. 26 ga.) Doubly Car (9'2'to 16'Y 05212028 No Yes No +37 PSF/.41 4RST, SRST, GOSS, GRSS, ARSE, EDSS WINDCODE&a174: Vv8 Garage Dow PSF 4RST, ORST, GDW. GRSS, ARSE, EDSS WWe) WWDCODE&1174; WB Gauge Door PSF O 2 Florida Deparbnent of Business & Professional Regulation Building Coders and Standards Pap I on I Product Approval Application Detail M E ■ ■ Florida Department of Business & Professional Regulation pep+ a+ Building Codes and Standards +1520+a Florida Department of Business & Professional Regulation P.a I a i Building Codes and Standards 115018 1Saltt Einar w Ra J� Don Pandkw 2b Product Approval Application Detail Product Approval Application DOW verk Seal 12017 Revision ZM7 Thml6Rass[ 7tremme-TN Corporation Category: Exterior Doom ar 29nhst EOWma.Elissm Ryan Rldc Wright Lyndon F. Schmidt P.E. Ryan J. Nnp, P.E. (419) 2WI740 PE-43409 (813) 7675655 Yatldstss IOMVssd FOG 10/182017 1N182g17 10/222017 12/1N2017 0/=17 1211=0d albaR Approved W MA2394t25 FUI6361M BubGmpop,: Swingkg Edador DoorAsembAn rid:ai®rwMdgwr,au8ams. 2psle oral Yoram Revision 2017 eko11lkoWni PGT NWusb+e. Cot"": Windows E&W ar &»!!lam Eoalou[E.Llesm v+emu � been Runk AAfeFJ7 AA m4Dede BCCO-CIam4Detle BCCO-VAL (041) 48"100 (788) 315-2590 Rork do veld iluhmpfss 7220/2017 12/0&2017 la pmctm 20 i'A2.Am� egomesd ,22I20 517 �R Approved rock ]Yn1 Ymlm Review2017 t MI Windows are Donn Category: Windows Eetlar at 2g� EmimaaJ.la� Vrld.ed a,r Brem Sekiper Amerian Architecture] SM. Ulldb, PE (717) 365-330p Mandadunrs Association (717) 317-8454 20 - I Zak YE�eII iktrm� FJtSr.epa�r AaMmrMl 01A132018 01l032018 31tlue Validated d FLONSIoN product, O:omp lane Neared: Evaluation Report from a Florida Repleeted Afd,led «s Uaneed Flonea Engineer coin Q z ill ,products SubCatagory: Sbtgae Hung CanpleaM Method: CapAWla, Mark or Uaft dnMrkapptlMwBba.com angliaup1md Compliance Slashed:Cermlallon Me* w I"beargerssnYw'e wpm 1 Pfeduel Modal. NuniberprName a.&1uw;FbwCMaW&Wok,&quot$mooth&ar&qud;, DssssCAssprsm iron Coprnet rspAleaori Dab 8Nr39;8&quotkmWd&quot Gland Fiberglass 121MMIXI1 Ate. 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