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HomeMy WebLinkAbout39622 Dawson Chase DrI 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 ABBREVIATIONS SN STRUCTURAL NOTES SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3M MONO DETAILS S4 DETAILS ABV or Abv. Above FLR or Fir. Floor RA or RIA or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius S5 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit FP or F.P. Fireplace FR DR French Door REC or Rec. RECEPT Recessed Receptacle SS RETROFIT DETAILS D1 SECTIONS &DETAILS ALTorALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet BF Bifold Door FT or Ft. Foott Feet FTG or Ftg. Footing REINF REQD or Req'd. Reinforcing Required WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block BLW or BLW. Below GALV or Galy. Galvanized GC or G.C. General Contractor RND or Rnd. RO or R.O. Round Rough Opening PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom BP or B.P. Bypass (door) GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SO. SGD Smoke Detector Sliding Glass Door - - _ _ PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights - CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling CMU Concrete Masonry Unit HS Hard Surface (flooring) ILO In Lieu Of SPF or S.P.F. SO FT or SF or S.F. Spruce Pine Fir Square Foot feet � COFF or Coff. Coffered or TrayCeiling 9 INSUL or Insul. Insulation SO or S . q Square q �� i L-J -- COL or Col. Column COMM or Comm. Community INT or Int. Interior KIWALL or K/Wall Kneewall STO SW or S.W. Storage Shear Wall o �EID COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection CONT or Cont. Continuous LAUN orL v. Lavatory LAV or Lay. Lavatory TB p TEMP or Temp. TemppeBar Tempered -mil E1E] 1711:1E] CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate MML I- -- DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window o, DIA or Dia. Diameter DISP or Disp. Disposal MGT Management (room) MIN or Min Minimum TYP or Typ. UC or u.c. Typical Under Counter DIST or Dist. Distance DMF Decorative Masonry Finish MIR or Mir. Mirror ML or M.L. Microlam UCL UNO or U.N.O. Under Cabinet Lighting Unless Noted Otherwise DS or D.S. Drawer Stack DTL Detail MONO or Mono Monolithic MW or MICRO or Micro. Microwave V or v. VB Valve (shower or tub/shower) Vanity Base M DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening VERT or Vert. VL or V.L. VTR Vertical Versalam Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With 171 ELEV or Elev: Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) �2 EW or E.W. Each Way EXP or Exp. Expansion PKT or Pkt. Pocket (Door) PL or P.L. Paraliam WD or Wd WDW HDR or WDW. HDR. Wood Window Header Q EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height WH or W.H. WIC or W.I.C. WM or W.M. Water Heater Walk-in Closet Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) FIN Finished PSF Pounds per square foot PT or P.T. Pressure Treated WP WS Water Proof(ing) Water Softener o FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) 0 REVISIONS 08-20-15 1.0 NEW BASE PLAN I 12-8-15 2.0 FRAME —WALK REVISIONS Q 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH T OR SINGLE STORY OMESPICAL 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES `v E 1.2 THIS DRAWING AND DESIGN IS VALID 2 FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE c CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES '11 WORK S�°'?.;. , 9q, -''.N, tNiTH PPF-VAILING )DEt i.�l� . y s;laic �] , Jii t7DE, i �()� OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. )RDINANCES 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 a, N V GATE RE��1E�:'Z t` & P, i� j� LL IT . 1791 �. PLA' 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 o agreement. YZ (D V Z co — o z z Q a z (J) U � � w �6 0 �D — O 0 �� o U o0 m W N M M N . r U `0 C � `o C2 Y FZ < 0 � gC) �Q d B Ds i` " D.` iulP N N M ONO Z W N z u" Z 1—N � 5- r,� Q zw JUZ V n rn 3 �0��$ �o m LLH oc, m ;;34A��, www.raS�rtG.coM�' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 uJ o f� �agx Edo 2 U �gzZ Lu �o U w ULJ Z }U 2 i Z Z Q w > o = 0 o �o �o w Z Z t?1 Yo �- < 8,' � W Lli Z di Z a d z 8 Z 0O t < 0 _ ` rn SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4n0 SHEET NO. S 59'-4" A H.B. S3 O 25-SH R&S ------------ L--- EGRESS AC PAD --- 4-SH BEDROOM 2 _ ('` M 8'-0" FLAT CLG. W' I. `�' • I CARPET 00 8'-0" FLAT CLG. TB 00 CARPET o 00 io -------R&S ----- 2668 '-0" FL C G. 7111 12' F. 2668 '-32 111 11,�., (� Lucr (V N o0 4068 B.F.omiIIIIi w CO FIBERGLASS _� 8'-34" SURROOUND 60" X 36" _ - - - - - - - - - - - - - - M o A SHOWER R&S S3 T I . TYP @ 1 STORY 16" DEEP O \- PANTRY - - - P- - - OWNER'S--W 8' a - : 9 c=np LAT CLG. RA G SUITLo° Tll 3 8'-0" FLAT LG. �" KI E CARPE A. 9' " FLAT CL . N O q 2' 16.. Lam= „ _ 5d O � - N (4) 2x4 #2 SYP G �' _ - INK DIS r o STUDS W/USP S3 I I I HTT4@ BASE coo la W r D.W. O O 00 10 X �___�--------- rn e 04 I I r------------_ M iD I I iv H 1 T-0" 1 -5s I G HAS N BOX @- S3 F. i 9'-0" I T-8" 2'-8" 4'-3" 6-10" T-7" 119 I 2:12 SLOPE I I CEILING I I � o I CAD / PATIO LID co r FAMILY ROOM o, 4'4" // VAULT. CLG. CAFE / CARPET / VAULT. CLG. 30'-0" CARPET a LO Oz Z / _J OZ i O 25-SH EGRESS I BEDROOM 8'-0" FLAT CLG. CARPET do N o,-4„ HALL 9'-4" FLAT CLG CARPET FIBERGLASS SURROUND =ffmillM 10 Mi �� I BEDROO 4 8'-0" FLAT CLQ. CARPET I 2-CAR GAR GE 8'-0" FLAT CLG. EDGE OF SLAB 2" BEYOND WALL DRYER VENT THRU ROOF I ENTRY 1 40681B.F. d G.T. ------ I D I I S3 I I I � I � L HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18X25 S.H. 13 20 X 38 J 18 � X 37 J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 } X 624 S.H. 16 20X72 18jX71} S.H. 11-12 271/4X26 26X254 S.H. 11-13 271/4X38j 26x371 S.H. 11­14 274X50i 26x50 S.H. 11-15 27 J X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 j X 38 Ij 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 } X 50 S.H. 25 37 j X 63 36 4 X 62 112 S.H. 26 37 j X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 J 52 j X 37 j S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 Atl doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" \A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 G\ SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 0 35-SH O H.B. AREA TA B U LAT I O N CL E S3 A 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 y 0 2 V-5" 16-3" 4'-8" V-4" _ 37'-8" 6-0" 15-0" GARAGE 427 0 FRONT ENTRY 32 TOTAL AREA 2276 U 0 V U N iA ■ INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED Al EXT FRAME 2 x 6 R-1KRAFT FACED FIRST FLOOR PLAN CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: )/4"=1 r-On (GARAGE / LIVING) IJF i Z M - o ZCO z Q J a C D �(X)♦ W cn 4--J w Ow c o U 3 N w � oE U mM co ` 'O cm,S g? O O N L U_ 00 C) o '� Q rn � 2Lv o� Q o B D. N�� •JI" N N LU Z J W '� o c a a W N LU ' V¢a rnt- a) m j7 co 5m LL '.COMA •C1/i wF fD <; r'- A- 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 z � W a9 fF r wQ � �z00 u Z O W oZ 8 � N J i zLU N �o > z z 43 a L -0 V/ O w Cn U = �� 0 t-YP F 0 T V' N Vol oQ z wwa a w r z�fE Z J Ln WLU az� Q Z Iwo I Wz � O tO z Z<S m O z W �z rn ,-i a cn S SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4n0 SHEET NO. 1.0 i I I I I R i ur 11 1111 1111 J MIRROR OWNER'S BATH 11111,71 KITCHEN ISLAND HOOD O IF CV CV KITCHEN SM j I IF uj LU Lji LU Lji O iM 1 %1. O N OPT. Me N REF. KITCHEN INTERIOR ELEVATIONS SCALE:,,z.-,.-o. r) CJI IV I I \ n h , U� z Cl) _ o z�z Q a c/) 0 W ,`r'„, �V — O'-U 120 U oCl) m Cr W E 8 N co CT C 'CIO _ U 0 O �"CO �o Qrn (ao uo&v �i Q O B D® N�p..g D-.0 10 _N �D z N � W 6:2 U) Z � � � z w z c . E� W W of t I_ " w a W V > cLL o z v rn . 5LL w a a1 \t"t 1 ` ` o�'�q'FeA LP �. -. `i . ^� N. ... . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LIE NNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com w� of fF >ZZ- w¢�� O Gas Q� Z � J WW d00 L OOuj A LU }O 0. O N3 ^^ U = `� Z _ f � > w 0 J 0*1 6 ■ ` LU U+ O 1 " J *� *� zWQ Cal z �' LLO ��� J Lei Ui a di$zU z ("� $¢z o Z z z m d� zrA gLU Jz ,-i a cn o SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO' 4nO SHEET NO. 2.0 T.O.P. —N O 1"x1( TEX" TEXTURE 4'-0" RIDGE VENT 16'-0" RIDGE VENT — _ HEEL N T.O.M. HDR HGT. 12 �5 _ F.FL. 11 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED TZ-011 CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 25 SH 25 SH FRONT ELEVATION - Al SCALE: 1 /4"=1'-0" RIGHT ELEVATION - Al SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. zC) 0 zCD z cn 0 W u, w �V — O w c to ~ �N C) �� fd N W E 4 U CM (a N � o � YN ¢o 0) n o 8.v �i Q o IBID.•J{P 't �o N � rn Zo N N Z W` c8iz fi' z° U) ■ ii fn �+ 'o''.� ED ia W �� a a r Op"f�N— .•C] •.l;D ENG. 0 . UJ L O' 2(� rlrilllilt!!!� 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 0z �o za 7d-f t) f W ceQ! Z O oo�L) Z��!s Q 0 W Z �ag� W off© LU zo > �v W g Z Q U-); o V = � Q °moo Q�S 0 vT�• Z^ U_ g W Q P&� io�o Z Z 01 Ce J rU)-1 w UJ Z a azU 8 Z �j a, m � Z _ �LUo rn r-+ a to s SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4n0 SHEET NO. 3.1 J CI Q N a E a E 0 N 12 5� T.O.M. HDR HGT. ---------------— — — — — — — — — — — EXTENDED OVERHANG TO BE TEXTURED CENTERED ON DOOR 0 bo � CEMENTICIOUS FINISH ON C.M.U. (TYP.) E E F.FL. 25 SH 25 SH 50 —_ — -- 16-0" RIDGE VENT 12 Z�5 12 5 4'-0" RIDGE VENT REAR ELEVATION - Al ----------------------------------------------------------------------- TEXTURED _ CEMENTICIOUS 9 FINISH ON C.M.U. bo ao (TYP.) �p 35 SH ----------------------------------------------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED 2'-011 CEMENTICIOUS FINISH ON C.M.U. (TYP.) SCALE: 1 /4"=1'-0" LEFT ELEVATION - Al C) �I SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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 FOLLONANG 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. — F U Z M _ O Z N z QQQ U) z CZ Ln QD 4U c„ 4" W r) 0 W c F_ i� U o� CON W E S a) C7 c m rMi C N O 0 ¢ vl CL c B Ds c `V N �O � � N V WNaz _VZ z U) ~ o LL s usN� m W O V E m m p� Q W ��,• tJ. ZZ �`� .'�� 0 O��Z i'Y O F E S s;a������ �/fllittitl To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com sz Wo za �a C/) Z ~ u�¢�M zoo 0_ Z U, F— !:E8ZZ Q ` a f � W�O� W O Cy o i � J W z z >o e-1 z Z C Q U 3 � z O J Q W Ir Q 0�0 S o J Wcr UOC'a N 9r,o� Z a � ZEE° Z J � W a az� W � a Z I- a W 4 Z rn O Z � o $ m Z z Ok S = f rl t2 V) o SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION No' 4n0 SHEET NO. 3.2 2" 2" *NOTE: VARIES �'-10" 12 CAP CAP N 1" N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY ^ ^� 3 1/2" RADIUS 1/2" RADIUS cat 00 COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2"2 3/4" RADIUS 4 1'-54' � M� 1„ 1„ BUILT W/ STUCCO. iv 1/2" RADIUSI 4" VARIES �iN 1 1 1'-0" EDGE OFF 1• OPENING VARIES 1r-4„ 0 22„ VARIES co (V 1t„ 2 VARIES _ ^IN 1 1/2" RADIUS q] T 4" 3a" 4" 2-�j' I I � 2 1/2" RADIUS � r rev " VARIES 12 T-1 32" 11" 32" 1" 1" 1" BASE CO BASE 3 ,,, ,,, 2 z AN 1„ 1,r 3„ 3,r a 4 1,_8" / • "NOTE: VARIES 8" 2" 3 FOAM TO BE USED ONLY WHEN - REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 1" 11, DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 6 2a" • 0 1-1/2" THICK 1-1/2" THICK 101, •C7 24 10" r- IN 4„ 1 2 2„ 4„ 3„ 6" 2„ 2,r CV W U W N / 32° 1-1/2" THICK 24" SIN _ c� 2'-4" 52„ 1 r 5„ 52r 54„ 1,-4„ 3„ i o a" 1" 12 VARIES VARIES LU • VARIES VARIES 4" 8" 1 „ z Iz F' N I iv 00 i mix �, ^ L 1„ 4" CV CV - KEYSTONE F1 LOPTIONA 006" KEYSTONE F11 OPTIONAL L3" R6" _ z 44 - � � R447" v 3 3 47 -�- 2" �cO ' 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" :47 NOTE: • INSTALL OVER STONE, TYP. VARIESRaft • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14„ 1'-64" 14, 12' • FOAM/ EPS MATERIAL IS ACCEPTED 54„ 1, 12, 54„ 3'-8" 7„ N 1 " 4" T-0" 4" �' 10" 1'-4" 10" 0 f2" 00 � d' � d io N 1 Dti iV <D o CV 00 O • Mir 1 " R70" - 12„ 1" CD GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM v • POLYCOAT (HARD COAT) / I 6 ACRYLIC SAND FINISH Fff i✓ i U � z — zCO z Q [L U) z V) (D N w �(DMr ' O w t~ V) 2 ~ o Cl) (tj U m N W ~ 8 O O co U - N CD wLL00 < O QM N ao rn8.v rn Q o B_ D. a Yo N N v"D N ((�� �89 ZW U) W - .d.. M 2 .LU 0: �LLo'l�� u Q W V Q= L0. Z- 0 0 T o m LLMN ETb m Z Q .- W NaMV z o O v U O WWW.FDSENG.COM Li Li C> N 00 C14 Co To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz LU is f ¢ as w ru z OO 0 zv�¢ J �2ZZ Q a 6 - D�-o V W N LU Q Fo zz >0 fz c o J z U = LU � o 0 T V' x LU 0Wa 0 z c,wwa ¢ a/ a ¢ ce ow Z Qi u�0 3 0 J Ln r4 LU. Fu�U o Z to z 0 m O ck = of .-I a (n s SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4n0 SHEET NO. F1 rn ELECTRICAL SPECIFICATION 200A ICENTERPANEL CENTER NOTES: Of 14 copper to lights 8 outlets NEMA 1 No #12 copper to 20 amp ckts ELECTRICAL CONTRACTOR 200 AMP 10 1t 10-2 copper to WH MUST VERIFY WITH THE #10-3 copper to Dryer SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. n 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground 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' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FwP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE OQ RECESSED LIGHT FIXTURE PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN Iry EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) c CH CHIMES (OPTIONAL) o �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL <D SD SMOKE DETECTOR E = CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) o USB TELEPHONE/USB (OPTIONAL) v o © TELEVISION (OPTIONAL) U N © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. U E O THERMOSTAT ELECTRIC METER ELECTRIC PANEL M DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE: %4"=1'-0" Z M _ o Z cD Z Q w V�)� 0 4-- J w �o �U — OLu o �V) ru U o 0 CO N w !— N ih M mvr�i = 9� 7S O_o`) C `L_ o U 0 L Q rn co r` 0 rn Q o N �O v N ° Z LU - M z w Z T U) r m c — LU a rn oj LU c z 3 z Z ��c3 o z .w � o m o m! p m a LLCA Z Q M2- W NaMr °n O cj U O W W W. FDSENG.COM rn 0 24 CV co 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z 0 zLu o a Z a Wa�M Uz00 ziu�� �oEZ J Z a 10 O wm N t ~ 0 i Q� J Zo Y U fZ /` c Q U 143 � N o � a O v W I O O O < 0 J T V' L ou fob rJ/� Q o� N T zW� a a¢W co,Z Z ono CY w In tjj ��Z8 J ri UJ F u Q Q Z LU*LLJ° � Z t ZS �o m O Ck QZ J 2 JV) ¢f rn T__I a cn 0 SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4mO SHEET NO. 4.0 a v v S 00 rn 0 CV r- 0 �r rn i it (D v S 00 M O J O 41 rn I O ry N C\O W C) 0 ATTIC VENTILATION CALCULATIONS 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 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 1 561.0 285.0 276.0 (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: Y4"=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 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. ^I v v J i 0 V Z M z � z Q n E3 cn 0 Cl '}'J w •U — 0 w U 0� m N W � O U G1 co rgo' f0o m O o N _M-23 U < Y Q o 0 no 0). Lo rn ¢ d B ID• V c� Q� N 10 M Z W N z w z w U) LL w a L1J L> ��.� �iE/o a ¢ - vb 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 seat 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 Sz w� z0- f F a. UJ Cr Uz00 FF- Cr �Oww 0 J O W K O U L OO O�iLU z0 } (43 �z CU Z O w 9 U = J 7 , LL LL O p z Q Y 0 Lu N 0 cc zg� c � Ul Wo z T `�32� J Ln Lu LlJ Q Z awu.� azo gaH l z ag 01 :)g .NrZ � ZO co Z = r<LU � ,- 4 a cn s SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4mO SHEET NO. 5.0 l I I - - I - is dl E 0 :id ■ c c d 3'-0" 1 A H,BT S3 ■ ■ ■ ■ ■ ■_ :.r..�.�.�.�..�.�.�.�._...�.�.�.�. 1 . •ice — — — —I— — _■ ■- -■ ■ ■ ■ ■ �_ ...—:— — ——..�.�.�.....�.�.�.�.�.�.�.�.�.�. { �b� 3-1/2" MIN 2500 PSI CONIC \ 1 SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I 1 \ 1 3000 PSI CONC. SLAB FOR 0'-01, I : HERNANDO COUNTY ONLY) \ , \\ 13'-54 CJ 7'-2" CJ { CJ CJ CJ 00 oil ' MMm I \ \ •. n '.' ' '. ' \\ . : : . . .' .' .' .' .' .' .' .' .' .. .' .' .' .' .' .' .' .' .' . ' : 0 01-0.1 & 60 ............ ............... ......... ................ ...................... ....... ... � I CV CJ : CJ CJ I - i I + 00 (2) #5 REBAR S3 + o S3 VERTICALS w/ in } I : FILLED CELL 11 l I g" in 23' 11" 2'-10" 4' 14 i + 2'-6" I G b , } I O 1 I o ih I S3 — — — _ _ DISP _ _ 2'-6"x2'-6"x1'-0" CJ — — W/3-#5 E.W. AND I I D'W I I �' LOW WALLS I �0 C ASE TO ■' .I............ L---� ISLAND } I I :: Sg 1 k 1 1 `l . ili J I. a S3 — — —�—_ -----_----=-fit �-_ - -�� - �-}— o - iD o W CJ i - CJ CJ — ; : CJ a� I NN in 4'-0" G S3 5-4 38 78 OPT. W • I I -3 1 /2" SLOPE .. 21 � I 1 1 37'-52' 1 21'-24" 32'-8y" 4'-8$" (2) #5 REBAR az o m to -3 1 /2" S3 I I PROVIDE 1 Y" RECESS _ < �.. — J .. VERTICALS w/ in FILLED CELL HVAC CHASE \\ I W.H. FOR SGD. REFER TO 'r I BASED ON II I TYP L—— MASON'S SLOPE FOR 1 LOCATION 1 AHU---------- J — — — — — — — — WIDTH - - - - : I CJ INDICATES FILLED CELL w/ 3000 I: - - - . . . . . . . . . . . ` :. . . ■ 'ism ■ ■ ■ ■ ■ CJ C N STEPS AS REQUIRED I I �0'-0" PSI CONIC. GROUT FROM FT. TO I 2'-0" 4'-0" 2'-0" 6'-0" V-10" 6-2"CONDITIONS PER FIELD 1 BEAM W/ (1) #5 REBAR VERT 1 I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. TOP OF CONC./ PAVER TO BE 4' -3 1/2" SLOPE BELOW FIN. FLR. � ISI c„ � v � m I DOWELS 5" EMBED W/ 25" EXT. PROVIDE Y2" x 9" ABOVE SLAB "GRADE 40 STEEL" �••-----—+--------- RECESS FOR FRT. DOOR N ----i— ■..................... .......—— q H.B.+ L S3 S3 2'-6" x 2'-6" x 1'-0" 3'-0" TYP W/ (3) #SS E.W. 7'-19" 5' 2Q„ �' n" �' q" 5' 9" r' 1" A' -A" 15'-0" FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN --^� w w Cl- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS •' '�_ 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 cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" h� U � Z M _ o Z GO z� U) z V) (-D C—/ i-• J w .v O w m o U c t. U �E N M _ U to O O c .c " Lv o o ¢ rn U0�o g v rn Q o Ali - BID. N c� Z Ilia z° U) F IN w � a LU LLW11 CV - WWW-FHSENGCOM * r ( ; To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seat 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 13 z z C f� uj 0� z �zU0 Q U� � ccLu z oLu�b U yyymJJ,� u•N O r� Z L a L O i z > a LL Z t43 Z O O - LL z a V = �� z O f W w 0 OZ aO � 0 i� C ,m� IN ZazJ Q o� Z o W Ce rz L1.1 Ln Q W a Z �D o $wo < a z v� Z t �, Z o CalJ QZ = �O a ,—� a cn o SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4n0 SHEET NO. 6.0 j- -- A I --- I I 1 1 1 11 ! I I I I I __ 1, _ I I 1 P t 1 _ - I c2 two LZ A A A (2) S3 (2) (2) L L A J1 y w Cn ✓, CJ3 CJ5 D < D < © X (2) D < ( < D Z 9 < w < A2V rn aDo W —A A 11 1 1 1 1 I 1 1 1 I 1 /-- � cn � w W co C- C- �+ w �� CJ3 CJ1 1V V CJ5 EJ58 EJ7 EJ58 EJ7 CJ5 times n D `> FIG W N 1`0 J1 aJ31 �prL EJ7 EJ7 EJ7 EJ7 EJ7 EJ41 EJ7 EJ41 EJ41 EJ7 S3 EJ41 I EJ7V EJ41 EJ7V EJ41 EJ7VA ' EJ41 I CJ31 j EJ7VA I J11 EJ7VA CJ5V CJ3V < < EJ4 CJ3 &(2) CA CJ 1 A vo(2) S3A j :J1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8"ANCH. 11810dxl-1/2 HTT4 2715 5/8"ANCH.12010dxl-112 J HTT5 4350 3740 518" ANCH. 1 26 10dxl-1/2" HTT5 3225 5/8" ANCH. 1(28)10dxl-112 K HD3B * 31 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 565 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I J JS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 130d -16d x 3-1/2" R MTS12 1 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)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 645 555 1 -1 Od X 1 1/2- MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L 1480 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 11 c6) 6) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CAR RIER---t A) INTERSECTIONS. SPLICING / 2 x CONT 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. NU I t: 5tt SFILL I U-1 FUR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN L & L �' J U L U � Z M CD — o Z cry Z Q a CU1 Ul W cn i--i Lug M c) "V OLU o i�ZD U 0 C�, m LU N M M 0 co sU-00 U o Q CD gv rn < o B DPv N `O N �D `0 Den -� N�z w ,z M Z WF. lix (n U- O W rL W 0. CD W ¢ r 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. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com K I z< z fr z Wuz0s 0 0 Q gW�� _J 5 =zz C� 0 J WSW W Z UoLU En L z �> Q f z LL a Z ILL N3 LL 'a O z J W _ IL O OO Q Se O J O U fog i� O Pao< CV A 1 ` r� °zaz W r� Z W W J Ln Ln W Z gg c) d' Z tu =�8 Rz m O rn ZLUz :5= a� ,-i a U0 o SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4n0 SHEET NO. 7.0 rn c v 02 n O J O2 cc 0 a Ln J GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (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 LMA 8F44 1 B/1 T 8F40 1 B/1 T 8RF40013/1T 81`321B/1T FORM dr GROUT SOLID CV Q o W —U /5 BAR CONT. 8F12-1 B/1T 0 "V LINTEL DETAIL SCALE = N.T.S. I TYPE DESIGNATION TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F16— B/1T F— J a i" u� Z r to tNOMINAL, QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #S MIN.. (1)REBAR AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° O 4 ° .M.U. #5 REBAR AT TOP ° 4 o D ° ° ° ° MIN. (1) REQ'D 1-1/2" CLEAR ° ° a GROUT ° �o p a C.M.U. 5 REBAR AT = ut Lu° - Q O BOTTOM OF a v) z w o LINTEL CAVITY U, U F0 v~i \ n OTTOM o cc U O Z v REINFORCING C ¢ c7 Co Z 7-5/8"ACTUAL PROVIDED IN LINTEL Z Ci w n ¢ • - C! 3 cNo i re D D Q° #5 REBAR AT BOTTC AS INDICATED "NOMINAL WIDTH (VARIES) u~i ° 4 MATERIALS cT pr=s intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to 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 cemenbtiuos coating. See contractor specifications 5'-10" LL 6'-6" LL �F /13) 5-10" LL O 17'-4" LL t J MIN. LINTEL PLANT SCALE: %4"=1'-0" �jJl��I,Ii �L� ' _ U ��J i. r n 1 �) 'U! (D _ o 01 Z Z Q (D v, z t/) U' 0 (1) W �o �V — OLU T U o0 m N W p U N w u- o �y Q�� C2Yt— B D. \�� ,►�lP N �O --N MMj � L 0 Z Z W 'C' c,. z � Lu N 0. w Lu t'! :• , / x Fb WWW l3S` "G.0 <�. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LEN NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.Com O rA w� Z f< �z00 iz—wW- Z S Z J W O co K o' O V O L Ln L ZZO Z C w3 ^^ o �W I- E 1 rYP z 0� ri _J g�Z� W� � os Z Z 0 Jr--I w Z W Z ¢ < Z g� ul Lu ¢(<n8 d.. Z 17U o m O � � _ Z. ,--I a V) s SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4mO SHEET NO. 8.0 ti L rn rn �IQ I I Fm ■ w 0 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 N CREATED T REPLACE A-C. MANY OF THE NEW R SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN C 0 C CC CONSUME USE 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 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE, 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG . PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. PSF UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 S 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. . 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 LJ480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1 • LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4> MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Y" GROUT FILLED MASONRY: 4„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND 0 G 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'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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. Irrigation/sprinklers stems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 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 - Concrete overpou� and mortar along the foundation perimeter must be removed be ore extenor sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE L:31IM7P►C _ d _ _ 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 =11 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: 5B 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: IT IS THE CONTRACTOR P S RESPONSIBILITY TO REVIEW L AL 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 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. a Z M - o z�Z zCScn (D ,}_j W "U 0 W U �C:) m N W N Cl) ' 0)co MT -0 co _ O o �' U �LL� oc Q rn 0 rn ¢ o Aj- D. rB N N v N N C7 N c) 00 O O O -7 Z �� M coo Z L Z Q <jLLo <* .N i LU '� a " W10Z _ O ,�`, C CN � i1r�A� C, JAL In RU' ' au .v o W% W%-PM AG.CG o ry •U To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 W W W. LennarTampa.corn 0 Z 0 w Z 0- fc cca �Zo0 o0cc ZLu 5ZZ ¢ 0 � w a aw0� 0 �� -0 o L w ZZO Z O 0 J w U U 000 ZD ¢ 8 6 f i� J V , v • j 52ma 0 Z<Z� N C rof� goo Z ZLu W J Ln ri LLI W 2 z t2 g ;5 O� Q Q Q Z LU C,Qz z ZS �o CO rn i rn Z g W = �Z Q� r-+ a cn E SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO 4n0 SHEET NO. SN al -- --- L -- r i T3 CORNER OF HOME GARAGE SIDE v x 00 0 31 0 EI E 0 s m� 10'-0" TANK -LESS W/H H C G 000 5'-0" Q - c� STUB -OUT FOR 1 a_�aa o 0 0 GAS METER O o U.) � v &4 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'4" (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 t� w a co ROOF DIAPHRAGM NAILING SCHEDULE RInGF 1 INE + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + �0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + + 6-4'+ + + + + + + + + +++ + + + + + + + + ++ +T + + + + + + + + + + + + + + +++++ + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + ++ + + + + + + + ++++++ ++ +++++ + + ++ +++++ + + — 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3l4" orp nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM w STD. 90° CONT. #5 > HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO OCONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND r SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI -'—MASONRY WALL OR ' INTERIOR BRG. WALL TJI PER PLAN ' OTHERWISE SOLID BLOCKING TO MATCH SECTION - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. f 1/8" min. 2" min. ?Small gap Filler blocking 1/8"gap i 2" max. 4" max. Web Stiffene_ r Fastener Schedule Joist Bearing Location V Series Depth End Intermediate O 9-1-/2" _2-8d 2 8d -- BCI5000sR 11-7/8" 2-8d 3-8d - Clinch nails fl 14`' 2-8d 9-1/2" ' 2-8d 2-8d when BCI 6000s®11-7/8" 3-8d possible - _2-8d - BCI 6500s® 14' 2-8d 5 8d - 1) Support back of web during nailing to prevent damage to web -flange connection. J - 16' 2-8d 6-8d- 11 7/8' 2-8d 3 8d BCI 60s 14' 2-8d 5 8d Tight fit 2) Block solid between joists for full length of span. 16" 2-8d 6 8d_ 3) Leave 1/8"gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener '�. - 2" min. -- -�- i 4 _ 3-16d_3-16d - _ 11-7/8" BCI 90s® 5-16d__._ 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max — - - 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 16 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Y8" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER - Birdsmouthth cuts. DOUBLE JOIST CONNECTION top flan joist. . N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls oversquash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate Zt details in One 10d box areas=20 of high or-20 sinker lateral load. T nail each side at bearing. Squash block (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking /Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— Zo io 6A 1Y ROUND HOLE MAY 6" 6" 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 1Yz" 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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE, HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPS( w/ (22) NAILS 1 5/8"D THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-10d nails. -—=M 1Tf Install tight to top flange. SLEEVE THRU STEM /° .. SEE PLAN FOR---'°• a . • \ FOUNDATION INFO ' d' \� STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. --=--I V1. /4" 2" gap �'i- '-I 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 1/4'1 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 •rf hanger flange is laterally supported by joist hanger. doesn't meet height requirements e '' � 0.6 X Joist depth 0 �j �/ ° /� °' j I -JOISTS BUCKETS N.T.S. GRADE Q. REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON H ETA20 / H ETAL20 INSTALLATION @ MID SPAN SIMPSON H10A w/ (18) 10d x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE o 4. d d 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 a ° d V. d d dC L a 11 _II V ° d' SEE FND. PLN. SIZE & REINF. -' "/ J �I (. CD V zM o Z N z* Giial Q a U) ) z Cn U 0 �--+ L U C6 0 •O w c �V) ~ U o� CoU Lo e) cN C N O s o 00 U co '5 Q rn Sao Lo �v 01 Q d A I N � d Z 1— N c-il z M C OU) LU W 1111i ¢ a / C BEN Q m apf um- WM -' - , WWaW.FI�SENff. r CR 4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com O Z zg a f WacI UZoo ooL rsozZ J k: re 0 U w IN [g0 .n LUJI W O H fZ Cr Q C -0 a Q -v I- Z W U = `� U gJ Q W 9 0 T U� f p n U26< N r-I z< w Qi Q < ago g z '"� & o � w J *-I LU 2: Q aLu, � ~8 Q1 C)Q rI z z aQZ ZS m Ck g = 0 aW 0 T-+ a cn o SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4n0 SHEET NO. SIN 1 7PF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMP80N SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1A 1 WWF OR FIBERMESH FOR UNDERLAYMENT I 1 D 1 I1 I1 �1 ° ° d °d ° ° ° ° ° ° A.F.F. °o ° REQUIREMENTS SEE R905. ° — — I' ° ° , ° 2x4 CONT. ° ° w e — = I' 1/2"(min )- 4" ° — —11 1/2"(min) 4" PRE ENGINEERED WOOD - L „ , 1 I _ _ ° ° ° ° ° d _ TRUSS @ 24" O.C. U.N.O. 1 I —11 —11 r ° g ° ° d ° ° N rLt— r1— — W D ° ° • _ �� O° D ° ° 111 1 . 1= ° 31/2"(min.) - 4" �I-- 12 HURRICANE ANCHOR @ EACH -11 , 1 1 I Tl 1 I 1=i I ° d GARAGE DEPTH VARIES ° ° —111= (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" °=� METAL PL. UNDER EA. TRUSS 1177— —I IT= (2) #5 CONT. 4„ TTT t 11,�n1 I � � � 8„ INSULATIONMOISTURE BARRIER TYPICAL INTERIOR BEARING LE SHINGLE ROOF U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG� GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP @ SHEARWALL NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" k C,13 "SHEAR WALL" SCALE: 3/4"=V-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE 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 (U.N.O 1(O HIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR $" GYP. TYPE O aM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 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 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (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/ 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 16d TOENAILS T & B FOR WALL HGT. > V-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" 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 APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,� 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK SIMPSON SP1 w/ (10)10d NAILS (SIMILAR , T FOUNDATION ONLY" E 5/8"° x 10" "J" BOLT IF NOTED, THIS REFERS TO THE @ 6 MAX FROM END OF 2 x PLATE � @ 24 O.C. W/ STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N 2"°x3/16"PLATE WASHER (TYP.) UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `' " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT PITCH > 4:12 D 444° OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 21' x 6 W1.4 x W1.4 ATTACHMENTS (2) LAYERS TYPE I OR TYPE II e ° ° WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - I I I I >n . D D —I1 11 — o ° ° ° ° 31/2" MIN. 31/2" MIN. FOR ROOF PITCH 4m12 OR LESS �1 1 p 2 11 11 1 �11 r � ° ° ° ° ° ° ° ° ° ° d ° ELEV.-0'-31/2" N �Eos�oJ (2) #5 CONT. 4„ U.N.O. N. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" \ S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs.< GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C 2x STUD @ SCREWS @ 7" O.C. INSULATION PER FBC AND ENERGY oo�� (1) ROW 2x BLOCKING MID HGT. CEILING & 8" O.C. WALLS SHEET LOAD BEARING OR FOR WALL HGT. 8'-6"". 2 EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' ( ) 8"ff%16" KNOCK -OUT APPLICATION NOTE: ROWS 2x BLOCKING @ 3rd FITS INSULATION PER 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR CCr 14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 3RD LAYER 1/8" THICK. K.O. BLOCK (10) 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) WALL SEE GG/S3 5/8" x "x EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 3500#, MIN. TENSION 2600#) TYPE "S" MORTAR ) * (6)1/4"x3114" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR E SIMPSON SP1 SPACED EVENLY #5 REINFORCING BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH W/ (10)10d NAILS c, WEEP SCREED INSTALLED BAR LU END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE — w , ARCHITECTURAL TYP. � PER MFR INSTRUCTIONS w D F ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 ° @ GRADE N - p _ z_ #3 & #4 LAP SPLICE -1 11=1 I (_� I-1 IC= , FINISH ! ; D D . D GRADE 40 MIN. Fy= 40ksi > 1x2 PT WD FURRING 24" O.C. v e a r o _ _ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksij a I— p _ I , (1) #5 VERT. IN FILL MONO OR STEMWALL ° ? D 25" MIN. LAP [30"MIN. LAP] g �IIj—III— o • III _I I--1 I I —I I_ 1/2" GYPSUM WALLBOARD ° 2 T I I_I — 1 _ w CELLS (SEE FOOTING MONO SHOWN o _ = U.N.O. FOUNDATION PLAN FOR CLARITY T e. D °� °O 6 MIL VAPOR BARRIER — p D ° —I I— I — I — °° R 17/8" I— 1 I=I�—III— #5 REINFORCING BAR FOR LOCATIONS) p o o ° P -III=III= =III=III=� 1 I _ �_� L_ N z ,l—III—J— lx4 P.T. BASE NAILER „ p ° III=III= I (= =I I E911— ? I I D _ I T #5 LAP SPLICE (2) #5 CONT. -1� N 4 x4' INSPECTION > =III=III=III=III=III= —L •• PORT AT EACH NOTE: — — _ _ e . ON 3"CHAIRS „ g ° D D III III —III —III —III III- iv � •L-L—�=I�� 36" MIN. LAP [36" MIN. LAPj „ a, 31/4 BASEBOARD *FOR BEARING WALL EJ r COMP. SOIL. (COMPACTED TO —11 _D IIIII _ (TYP.) 8 1-4 8 I-ITI-I � I=I � I=ITI=1 I I- _ ,�, FILLED CELL TYPICAL _ _ _ _ _ — — — =i 95% MODIFIED PROCTOR ASTM — 1I= — 1 � I — I Irl I t 10" W/ UPLIFT ONLY _ _ _ _ _ _ _ _ - 1�l I —IL=L— Q, MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR = =III=1 =III=1 =III= l=III= =III=III= = =III= D1557} F- #6 REINFORCING BAR #5 STD. 90 HOOK CID MIN PSI MAY VARY PER rn -I I I-1 I I=1 I -1 I I --I I F 1=I =III=III=I 1a I I=I I I=I I I=1 I I 4" 1'-4" TO CUT BLOCK OR POUR = —I I- I_- ITI 1 i11 � 11 ,ITI,-� � -III- I i #6 LAP SPLICE TYPICAL INTERIOR BEARING o, MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG a W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" rn FIBERMESH" BELOW GRADE SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. C4 ° °D co z VARIES = 6x6W1.4xW1.4 `' - I FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 N 31/2" WWF OR FIBERMESH () SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH r 6 MIL VAPOR D — z min) 4° 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M o BARRIER ; p �r 1 � • • T ° A _ a GRADE o COMP. SOIL. ° 0O • __ — — — I—i; o (COMPACTED TO 95% — - — (1) #5 REBAR w/ OPT. MODIFIED PROCTOR ASTM D1557) — 1=SEREI ENCLOSURE 3" MIN. CLR. > (2) #5 REBAR CONT.--/1'-4" ON 3"CHAIRS TYP. (1 STORY) STD. HOOK (SEE 4 MIN. U.N.O. 4„ 1'-8" (2 STORY) ) = TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L 3 SCALE: 3/4" =1'-0" S3 SCALE: 3/4"= 1 '4' S3 o N o OPT: DEPRESS SLAB 5Y2" '- DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS U ll I .+ „ _ o � �e.•• �II1CL —! T •. ; SEE A/S3 OR J/S6 LI (1�—I ji,�1L rn FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 W SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV Cl) SEE A/S3 OR J/S6I) FOR REINF. INFO. 311MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0� '-0n — e J CONT. BEAD SEALAN INTERIOR ° a -31 /�2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ° 0? - —E--::E1 v——-��T*—�''—, 1= 11==_ - I- M 6 MIL VAPOR BARRIER AT 24" O.C. MAX. % % CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM IV SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO — 14 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6I MIN 7/16" O.S.B. SHEATHING 8• z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 = SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR W LU ABU66 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 Zzz:11/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 Cj SIZE AND REINFORCEMENT) '' WWF OR FIBERMESH ° BRICK PAVERS or SLAB PER a „ / COMMUNITY SPECS -III -i III 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" �,,S3 0 -0 FIN. FLR.IV SEE FOUNDATION CONC. PAD INFO, TAPERED COLUMN FRAMING CD12 SCALE: 314"= 1'4' SLAB STEP & RECESS S.G.D. rm—"� SCALE. 3/4 -1-0 S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c� TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. Q ' Cl) 00 M GRADE— _ a ° C7 Jo IIII °• � - - ; z w III- 1-I I -I III I=1 III I I-11 w 0 In � I I I I I I I I I• Ile 0d a Q - I I -I I I_I 11- cn Z� w =1 III=1=1=1 I —III III—III=1 I— FOOTING -01 I— BEYOND PAD REINFORCEMENT -III—III—i —' (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K"N� SCALE: N.T.S. S3 LJ � Li 0 Z M _ CD z° z Q a z V) 0 0 (1) C 4--+ w +U — 0 w � c U or- COLL, E t— p CI m M @d co " U C--0 o Nao QCn �Qv M < o IIIII R D•�H:o' n�c • JI" N •O N O M ; N Z W` z w z° U) .N`_aQ'' Ir O Lax. LL N O Lil IN a w-A a 10zLU Q c am/ 3o uwv- M / Qri if . i � �� i; ` .•S ` �R� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 5z 0 f< Cn ~ J 0 U 400 �U0 Q z LU QZ w J a m Q J O��o U w 'x• �`7 F�o } U / � fZ 3 Z Q � �3 Z 0 a U = �./ Q w oZ ZD O g N 0Qa� LL a< �o�o Z Z 01 T-4 JJ Ln L1J aWlf i Lzxu,,, e _ W cc G C G Q ♦- Y U p 8 Fa- o p Q Z Z L W¢z z �O O vV o� Z g W = V) a Uj rn v -+ a cn d SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO' 4mO SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" g'. 7/8" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS LAYERS W/ TOTAL 2x DEAD WOOD @ MID FOR CLEAN -OUT O.C. . @ 8" R 4d Li THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK POINT w/ (3)12d MIN. EXTENSION FROM DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED PLATE HEADER FLUSH TO OUTSIDE OPTION WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR WALL ❑ ❑ FULL 8x8x16 BLOCK SIM SON SP2 w/ (12) 10d ❑ NAILS AT EACH STUD FACE OF BLOCK WALL IS 2 1/4" C- DOOR OPENING DOOR OPENING DOOR OPENING —Ct 1/2" EXTERIOR GRADE SHEATHING _ J TO DRAIN FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 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 ISIMPSON SP1 w/ (10) 10d ao I NAILS AT EACH STUD � 2x P.T. PLATE fl- 5/8" x 10" "J" BOLT @ 24" O/C MAX LO W/ 8" EMBEDMENT 0 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL ffL Qj ❑ COMMON WIRE NAILS 4" O/C WALL CLEAN -OUT A EXTERIOR WALL ❑ ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD BLOCKING ( ) SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. BONDED TO THE WALL IS TO BE SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT SCALE: N.T.S. D S4 MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a � 4 g" STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 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. BLOCKING TYP. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED (TYP.) PROPERLY. \'—ROOF TRUSS Q 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 MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. v 00 M 0 J 0 rn rn N i E ca E 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 o SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL N SCALE: N.T.S. w E' SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4r FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2"PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL JV i tY w O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY . ` GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. , a g o ea a 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. SFF �O� N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8 DIA. x J-B LTS AT 6-3/4", 41-3/4" , 71 ,AND 96-3/8 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. 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 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° a a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° a DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 GARAGE SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T. DOOR 48, 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 JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE *' HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 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 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE Zx STUDS TYP. O� SIMPSON HTT4 TYP. OHO O'Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 tl0d@8"O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P 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. S4 F= 2240 LBS J SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. If 0 /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d °a a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 ° TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END LOUQ 2x TOP PLATE V2-16d 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. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 0000 • HTT4 w/ (18)10d NAILS (3610# SPF) ° o HTT5 w/ (26)10d NAILS (4670# SPF) O ° DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o J • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SIDS (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"SIDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • 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 wl 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 ROOF TRUSS ABOVE F 2X BLOCKING `-NAILED INTO 10d NAILS @ 6" (2) 16d TOE NAILS TRANSOM EA. BLOCKING FRAMING STAGGERED Fn 2X8 WALL ABOVE SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & SP4 SP4 M AX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A 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"ZO (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 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 SCALE: N.T.S. -a zCn -oFaz z Q U) z C1 Cn (D C � w �� w N � U .2 pi 2 m IN W N C f0 M U` Uco < 00 Corso Qo � LOg:!� 01 Q d B D• ``c N �O p � N M 0 U) Z Lu z z° W �o� w ED a a OW U>cLLol � rn = I Z to °� o Z,ti�i�t�dipy�r a o • �7y\ r- .�e^�' �WWVG.FpSE � � � OM• •. U'`A.,,' PI ,� * �`' >..t...••'� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N N A R 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com �Z 3� �o za �a W¢cc� 0 540UU zW �o�w � J O LU N U W L F G L uj o� ZO z e-illis Z z 13� 43 O a Jf U T U) J µ�9r[Z� F YY(Oj�J 0- F O m 2 LJJ W �ao� 4k ^N r� C) ZaZa W W • p� w� W O ~ 0 z T t-1 r a W z J Q W W Ou _q W � FYo g~o O� CD Q Q z Z k 10 z tj g o 0 m z 2 J �, `f � ,� a cn s SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4n0 SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6) 10d x NAILING SCHEDULE FOR 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES 1Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND OUTLOOKER SP6 FOR 2 6 WALL USE " SHEATHING DETAIL OUTLOOKER @ 24" O.C.x 7 NAILING SCHEDULE FOR OUTLOOKERAND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR A? FIRST FOUR ROWS OF 45° ± „ 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2X4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF • OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO „ 48 O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ $'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2X4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ; • J 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 1Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE ROWS OF TRUSSES FRO x @ 48 O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 x x x x x 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 PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 111/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION '� O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB 2 WEB, USE MSTAM36 w/ (7) -SECTION 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS x SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 1Od x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX, BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Old NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 7' ON TOP OF PANEL If BLOCKING, FASTEN WITH M 2x4'7" ON TOP OF PANEL SIMPSON 10dx3" @ 4" O/C HGAIOKT w/ (4)1/4"x1 1/2"' BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2X4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 1 Od x 1 12" AT EA. 2X4 OUTLOOKER -REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR "' CO NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1l " 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2) 16d NAILS SHEATHING ATTACHED (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1OSB W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" ( D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL „ (D = 0.207 , L = 41/2) OR EQUAL END TYP. TOP & � JACK TRUSS 0/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS \r CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) - - -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL TOP OF PANEL _ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH BLOC IN = 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=r-o° TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 S5 = ADDITIONAL INFORMATION. 00 0 N .t- T3 MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT 1 �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1Od PER JOINT 10dx3" O/C @J 2"x4' TOENAIL 6" O/C RUN W/ (2) 11 TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. gg 1 GABLE TRUSS 2 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE o AND LOCATION) 6.9 MAX. �I� I II I II I II II �--rill I II 7■ GABLE END BRACING DETAIL CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 0 SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT �- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C 0 z w • SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX "X" BRACE SEE DFT..1/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2X4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATION(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 'ILI' BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 1 & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r—GABLE TRUSS )- STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9 c� o CORNER JACK 0 1 11 0 w z Cr 0 U HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION L� �JI CD !P zo — C) z�z Q a z Cn CD w 4--J � o •p W c v �� o U o� on W po d t-t iSR CppN M C = O o 0 'i U C � o o ono U ov � r o B D. �� _B ,. will ' t N �D .w .w U) Z W Nz I, z° 1_ J W Q g N ° a 'c W � iCL a j m 47 %'SAW"" al um. 11401.55 - l ;1� f To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com o Wo Q EFZ :;a 0 0 Z U 2Z Z oIOo U LL � O § vJ U 2:z 0� e"%% Q 0 a �w Uuj _Z moo 00 J A ' ` �OOtg � # N T'�w Li— Z Z� aILu CII-$�;E� Z LLo LL ,y LU J Ln r4 LU W ¢ z r U $�o O Q Z Z Ln m LU O � Z � Ck g = Q� rl JCL Ul o SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION N0. 400 SHEET NO. S5 Lvi cc c E 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT _ TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX. 8" DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM 1x4 P.T. FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2' FURRING #5 AND NAILED WI 8d COMMON @ AND 6" O.C. PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"� TAPCONS (TYP,) EDGES AND 12" O.C. FIELD TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED 16" °O 2X8 `00 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 41 `5`iD. 2x BAND JOIST W/ FACE NAIL 10d JOIST PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS $d NALS 3" DETAIL 90- HOOK (TYP.) STD. 90^ ` i� @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILLBOTSOLID HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. 3/16" x 3 -1/2" TAPCON @ 16 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.r1x41/2" TO PRODUCT DRYWALL NOTE:TO LAP SHEATHING DOOR JAMB (REFER EACH END W/ MIN 2 EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16 ' ` BOTTOM F BAND D JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH1x4 J % TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRINGSIMPSON 4" FROM EACH END w/ x ATTACH SECOND PLY w/ ' +2 NOTC F, @ FIRST COURSE HGAMIOKTA 12" O.C. °� w/ (4)1/4xl 1/2" SDS SCREWS 2x P,T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x ` ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL 21 /4" DETAIL ±5^ NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION("H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A_A = 1610 # FOR 2 STRAPS ' FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID WIGROUT " it 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL _ _ * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' • '• �'•,`'' � '�•.: • SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS • :.: .; . BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL • CONNECT W/ 8d NAILS BRACE/ BLKG. •' N.T.S. •' ��' INSTALL WDW. SCREW ANCHOR- 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4% WOOD * DOUBLE 2x4 SCAB FOR 2-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ X V A TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. (F NGTN 11 1 r-Orr 51-0 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + + otfINISH FLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED ALL REQUIRED > ° EMBEDMENT INTO K.) PER NAILING SCHEDULE TO SUPPORT ° /4" MAX 2 -0 8 TRUSS + ° ° ° D #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10 a ° ° CENTERED W/ °D 9 H IN TOP BLKG. & BUCK 2X6 TO 2X4 2X4 SYP, ° ° o 1 X 4 FURRING 8d NAILS EACH TRUSS _ _ _ ° � KNOCKOUT/ N - ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR - p MONO FOOTINGY' •° ° ° PROVIDE 2 x 8 DIAG. BRACE B SIZE AND REINF. PER PLAN - - ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL ° AND SECTION DETAILS BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° ° CLEAN FILL ° 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ° 90' HOOK �+ #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ 2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , � , 0 9 -e , � J BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ` ~- a. a D �. \ - �• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSIONK'_M� REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER DRILL 3/4"4" MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & (1) - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) g OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' 1 Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-_0� EPDXY MIN. 6" EMBEDMENT & O < SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3' MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; o W n REINFORCING AS FOLLOWS: ��T • a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p, e g #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ > ° v z (2) #5x6' IN CONC. a g EXISTING FOOTING ` COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL FILLED CELL SMOOTH. DO NO FURROW. ° p ° — — I c., DRILL 3R MIN. HOLE LE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. `. SET BAR IN EPDXY IN FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e a O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: � REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ��a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL' \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. „ RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3/4 1=0 SCALE: 3/4„= 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. L , �n III � i v (D z M z QD z� z CZ t/) Ur � w � o w D 0 Ln H- E �Ln U oCD CoLL, 8 ■ Cj N - N Q l.L U C o a o c°n rn Q d BID. v� .* $ o Z LU ��N z U) r � o w Wa,;�LL Ck LU Z �! rn� 3 0 o CDm CD U) LL 3��j'It a . `vn No � ly ` ^: wu�v�s�• .coni' 4. \cc To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �Z 30 w W<W� U Z 0 O z <: = Z Z �O�W >�0CQ U W LL N AL, W Z O U r > Z C N3 C L ri• Tt z O U = �� W J �f �Wpoo 0 w MR- N Cl z Lu 8 0 u O w J L r) Lij j5 d ¢� r1 W 0 . C)Q Z Z t 4 v,8 90 m Ok Z � 2 �R of 0 U0 o SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4n0 SHEET NO. SS 1' 11 1 1 1 1 L 1 1 _ I V -- -LL, _�-'- r CROSS BRACING DETAIL (TYP.) SCALE: NTS SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. . '�7A TRUSS USSES (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: NTS HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 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 ENTRY FRONT WALL 6 SCALE: NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 L. TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 w/ (12) 1Od NAILS SEE PLAN ( ) w/MIN. (4) 12d WHEN SIMPSON HUC410 w/ (14) IT LANDS NEXT TO #2 SPF 48" O.C. W/ 4 CENTERED AT FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE () 16d INTO HEADER & (6) 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER lOd INTO BEAM -SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" N HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD -TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 'k OPTION A s INDICATED SCHEDULE/PLAN BM OPTION B CONNECTION INFO OPTION C. w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSONCOMMON B M . TO POST ATTACHMENTrA AT 48 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) 8d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg AT " O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & IF 2x DOUBLE LEDGER, BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS A A (OPTIONAL) CENTER OF POST w/ (4) 16d NAILS TO EA. END OF TRUSS THEN 2X4 BLOCKING SEE PLAN FOR ATTACH SECOND PLY 3 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF BffA_M MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. c • v DIAGONAL 2x8 #2 SPF RIDGE BEAM -0 " WOOD SIMPSON LUS26 w/ (8)10d NAILS o MAX TRUSS * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN .t THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.O. - - 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 2X4 CONT. AT CONC. (IF PARALLEL SEE 2/D2 FOR MASONRY ADDITIONAL INFO. 1/2 X 41/2 LAG SCREWS ATTACH 0 (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH T & B CHORD STEEL OR WOOD i BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) �. EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g PLAN FOR MORE INFO DETAIL @ INTERIOR BEARING 3 �, SCALE: NTS � WOOD TRUSS SCALE: NTS COMMON BM. ATTACHMENT 18 o A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS OIL 2x STUDS @ 16 O.C. VARIES z�r TJT� z " �� ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FORNAILS VALLEY TRUSS SP2 w/ 12 10d NAILS AT TOP A BASE & SIMPSON 8d NAILS AT � NAILING SCHEDULE ` OUTLOOKER 4" O.C. INFO. v ( } 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d �_ �- COMMON TRUSSES. � ATTACHED PER TOENAILS TO TOP -�- ��SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS 4 F EACH END (BETWEEN TRUSSES a, STRUCTURAL SHEATHING o NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR E ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. GABLE LOW ROOF/WALL STUD) NAILS TO EACH VERTICAL SCHEDULE TRUSS SHEATHING ATTACHED E PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d N VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ E _ VARIES W/ FOR WALL LOCATION SIMPSON LSTA30 w/ 1/2 PLYWOOD - z ROOF SLOPE - o (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x EACH COMMON 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ BELOW @ 16" O.C. WOOD WALL 4 - TRUSS/ FRAMING �'I - MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS � OR TRUSS. 2X4 CONT. W/ (2) TYP TOP & BOTTOM CD T� 16" O.C. W/ EXTERIOR TO FLOOR GIRDER CD SEE PLAN 16d COMMONS ti r - o NAILS EACH y r SHEATHING ATTACHED BELOW @ 16" O.C. ~; STUD TYP. T&B PER NAILING SCHEDULE & (3) 12d TOENAILS TO MASONRY WALL BELOW: SIMPSON as . " PLYWOOD HETA16 w/ 9 10d x 1 1/2 NAILS O @ FLOORING cal SEE PLAN FOR 4 PLATE BELOW _ MASONRY WALL , 4'-0" O.C. TO GABLE TRUSS _ TRUSS OR ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, ( 24) 10d x 1 1/2" NAILS @ 4'-0" O.C. --- o •� MIN. 2x4 #2 SYP P.T. PLATE 16„ FLOOR SYSTEM FLOOR GIRDER i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR , TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. CL MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE o 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPECS FOR 16d NAILS AT EACH END N CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY s CONNECTION r22 SECTION AT HIP GABLErl2SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS W DETAILS & SECTIONS , ro) �, �. U Z M - o z(0 z f � z v) CD � w •V — 0 w r- .� U o m N _ _ F-- EE Cl) �vMj v...,. ., _ O O o U_ °O U C o0 'o a ¢(M o o WU-j5.� Aa d B Do B o_ /r 14—njilf N �D --N f0 `� 00 v Q`g' Z LU c�N�Z L W Q �; � ; o� 0 _� is � m MEN!;l�,�6i ¢ �¢ o 't; SENG.0 T Li w U ` AlP �Q pR O F E S S\ O `l\\,� /It/,"tI(IIII!Il, kk\ ffi To the best of the Engineer's knowledge, infornatlon 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 0 �o oQ�o � ZU:�ED �co 8 Co z o r � O Qo C a ILL, �3 � U) 06 a U rl U) J�P . Opz F- Wo�� � AN �"� w z ` 2 � aI 1 ` d - a - W 'n Q 8E x zri w Ln w `�a212 =aZo J •--I LLI o '� a Iwz O Q Z Z � Z)NS Fo CD O Ok Z Q = rn ,-i n. U0 o SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4mO SHEET N0. D1 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE �i G 0 rn F- I rn SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE WEATHER VE BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 61N. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND O OR EQUAL WEATHER PROOF CAULKING O SELF -ADHERED FLASHING 1 SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) Q SELF-ADHER WE SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER 1 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH 1HERED FLASHING 1 2 4 5 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERum MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �v (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) row a SOFFIT/CANTILEVER &E SELF -ADHERED FLASHING INSIDE CORNER Ground (�- Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) -- o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS 1SSttSSt STOP A OUS BACKER ROD JT TIOUS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH 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 FMANVDMA 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 G 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 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all I� Z co - o Zto Z C J C 0 4 --+ w ra o •0 w F �N U o0 m ty e) M M d U O ,8 C, " 00 o o- o <C rn U.) $vv ai Q o AA I B D. nc N_ N N ryi h N rn x N Z W _ z C2 W a > I. � .� ° aW 10Z � rn 0 � ZiA 2 o v U O WWW.FDSENG.COM 1:1 O rn 0 N co N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - 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 0 �o Z ¢ f< Lu U490 ooc Lu Lu v) U N L© zz L L1..1 y0 f z Z C: c a O O "a u rr a U = CIL cr LI..I o0,o o ¢cv"�5 J 00�¢ a Lu w�¢� ¢ w � $ofw Z Z � 0 �� W _J Ln Z a~~ Ztu- ¢ ; w r � rn Z ZS m o O� Z _ 0 ¢f �a- V o SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION N0. 4n0 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 for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatie.com for additional pertinent information. If you have questions or need further assistance regarding this natter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. 16P4 Keith Cullum, P.E., LEED AP dwtBDW Engineer, Southeast U.S. Branch Page 1 of 1 Sn,pson Strnnp din C-pany Ins. 2221 CountryLans McKinney, TX 75M9 Phone: 972.542.0326 Fax 972.542.4139 www.atronetie.com It tf$P moors Simpson C4x#Wdore s f Prodook Approvid No. Stookfile. piraoulat A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-26M HD210.2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 H0212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 H026 FL17232.2 ESR-3445 HU25 FL10856.3 ESR-2549 H028-2 FL17232.3 ESR3445 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 HTA15 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17880A Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10458.22 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-2813 HTWM16 FL8223.2 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 FL10858-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10858.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10858.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10858.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU25 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 FL10855.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B 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-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-2606 MPS FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM 1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2513 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.8 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2516 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU68 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 FL8223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 1­110.2 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 ESR3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTSA 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 F1.10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 F1_17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTHS FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28.2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 TH0612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 ' - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.01-67.0 psf ThermaTru Classic -Craft and Benchmark F1_15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640A +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30,01-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors WB (16X7) FL16279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 507,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WNDOWS A. SINGLE HUNG MI Windows and Doors Series 1115 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 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 S. 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 - FL16918A N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7B49.28 N/A Sorel Tile Saxony 9W 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 S. 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 FL8527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158A 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 L C O Q ca O -a a N cn Ef Q. 0 ICU O O M U_ p - CU > .w Cn (DV/ E ^' Q I- ICU - t o CU ``/ 0 V I i`^i 14 Z W J ^W^` /W/_ ri co L\V O U O V�W�/� J cu m F- L_ CIO cW G Q n ' Z Z Q J SHEET NO. PA 1.0, Florida Department of Business & Professional Regulation Pg. 1 or 6 Florida Department of Business & Professional Regulation Pago3 of e Building Codes and Standards Product Approval Application Detail 1211212016 Building Codes and Standards Product Approval Application Detail 12/12/2016 Fiords DapaMtrnaM� Business d Prolords R Build Codes and Standards sgulatlon Product Approval Appi kadon Detail °ipi�7e Florida Department of BWldrlsss &Professional Regulation ng Codas and Standards Product Approval Application DataN /mfmte Mao 1 QIWI 11111bAl: 21111. gka. Date P,ndbe, 291 g9dL EpgDLgr 2= 2UL Date Pendina gale k 1XI11 YSM{gD tl&IhdtiQr gmierr Epainenr[Llc,nse VNlededav yeggdgd 2kbmltte9 EA Aoamval Aggrov,d $milt jyw Version Manufacturer CronMg( Enoln,er[Us— Yatldat,d By validated 8,braitted FBCA,,roval A,—,ed lmlil Revbbn 2017 TMrma-Tru CorpoNlon Category: usylor Doors Rkk;WWd Lyndon F. Schmidl. P.E. Ryan J. King, P.E. (419)298.1740 PE-43409 (813)767.6555 10N 6n017 07/12/2011 10/1W017 12t 2017 ApproWd R•vMon 2017 Therm -Tw Corporation Category: Elaarbr Doors Rick V f1gM Lyndon F. Schmidt. P.E. Ryan J. King, P.E. (419)298.1740 PE-43409 (813)767-6555 12/132017 12/132017 121212017 02M3I1018 Approved SM Iym hhWt sumbalitz fralwar rco" emmwllikt Vooddi err go go pAkhool Yip b.MW FacAmanyvid 20 ANOMEd Leda Sin mm vases.� Ramt )IrMWg rams :ebNEil ily,ldlildk 20 00 ym" auhmod IMM.Isandi■ Qa� !mil hum" am subcategory: Swmgmg Exterior Door Assemblies Cornpaente Method: e4ahratien Repod from a Florida Registered Archiled or a Ucenno Florida dckw®IrAldgwnsultads. cam subcategory: SHk,ging Exterior Door Assemblies Florlda Re a Method: liked or a Report Dome etl or a Ucensed Florida DckwgQlwDWgmnwards. tom Re lbbn 2017 ThwwTru CWPOMG n Rick WfgM National AoouAMtlon a Ryan J. Kicg, RE lottlulo 1 �� � 122012017 OW211J017 12222017 Approved Revision 2017 TWMI Tru Corporation Catenary: E:dMkr Doom Rick WrlpM National AoaaORatlon & Ryan J. long P.E. (119) 296.1740 Management' (819) 76741566 � I2202017 09/212017 12r=17 Approved Prmrlmat Engkter Professional En kwr 9 Compares Massed: Certkbatbn Mark ororLWYg comlPaerno• MassoWato& CrWksbn Mark er LW" F112114ti,4t2 Product. FLOOM14t9 Product, slat Poduc ModN.NumbererNam, Q,ajJ n,A,— Product Daaedmlm Me tat Expiatnn Dab Awemved for Us, Amrovedft, Dutald, Use Im-1, MVMZ Resistant 0,,I,h Pnswn Ala Product Nadel Numbs, Name DUNkv Aa,unnn Product Description Cordnet E:ar,Uen Dab Aaoroved for Us, Amrovedfor Us, in FIVHZ 0,ftid, HVHZ Im oak $ggitgt D,,I- P,py-, #ALj go n f Bohmm Boom" E� 1 a. ThermaTru Fber-Classic and Smoolh-Str arms w F r-Clees c and moan• r Nominal 6&A09;8 &quoiNon-1q ad&Wm; Opaque 12/311= Gmpostie Edge Fiberglass Single Door pnswing/ddev4rg; X emillund n) quol mp • 7 , No Yes No es NIA i 6 a. Thenne•Tru Fiber -Classic and SmowlRSir f. ThenmeaTw Fiber Nominal 6039A &quN14on4psd&qua; Opaque 12/312021 Composite Edge Fbergins Singh Door 0nMIngA)LdwAng; X conliguntion) No Yes No WA 1 e. 6quokCwwwls> R6quak rat aquwteentlenenk by ThemrTru&wot es and IN Opgs and Glazed Fewfplea Door trek 1221/2021 ass ww.QA Sldeas. npwng and Cubwbg No Ys No WA 5 e. 6gstarteootlt-&ar6quok rev apctowdww* by llw m@-Truaquet d6 rat ass Opags aid Oland Mission Data wah IV31=1 sal Wtltoul Ske11M, krairp aid OuYwklg No Ys No WA Comrwsaa Edge Fbar�asa Single Door 0nsvin 1 ; X tad etlon -Classic and Smo th-Slat Nominal WA9;0 &qualloRlmpacl&qfd; Opeque 12/31=1 Composie Edge Fibeglaas Slrple Dom 0=0 ; X-fturdon) No Yes No WA 9 L Th—.Tru Floor -Clerk and SmeaMSlar Nominal 6&1Ki9:8 &quoINm,1mpaa&qwt Oland 12/312020 No Yes No WA Compos8o Edge Fiberglass Bassin Door pnaringrotAwAng; X configuration) 9 1. Thama,TN Fber-Classic and SmoahSta Nominal 6&039;8 &quo1N*ndmpaa&gfa; Gland 12/31/2021 No yes No WA Single no rout mposite Edge F'bX�caMsDoor oretion 14 n. Thermr7ru Fbm-Cbsic and SmooOrSlar Nominal WM9;0 &quoINon•lmpact&quot Glass 1213112020 No Yes No WA Compose Edge FlbsrgYss Simple Door O n ;X. n 14 Urged 1�51=21 No Tea red 1410k �& ' Co mposie Edge Fiberglass Single Dom pneNinglOutsMrg: X con6guratlon) Florida DepaMprit of BWfruses & Professional R gulardon Building Codes and Standards Pass 1 of 1 ,amine Fiorids DepaMlerd of Business & Proteabnal Regulation Building Codes and Standards Fapa, a / vam,e Florida Building Codes and Standards Papa+a, vermis Florida Department of Business & Professional Regulation Building Codes and Standards Paw +a, varmis Product Approval Application Detail Product Approval AppNeatlon Detail Product Approval Appkatlon DebN Product Approval Application DetaN F Sob MOM Yolm mmalum zowz Qemd soob"LAMa■a Ye■MldLc Owe Lin Yeppd" AWN" no FBCAtrmtl ADWOMY awls ! mm 3hWt junwim [ LdhLm gssmw LlomoL!►Laeoe mmidikum gale go 20LE AN Ye■eM" bnmL Hgdmrmal Oust ALeesmQ sect 6ltant4w feria arm vamson lsmamisr L"mLm Sddsat NdtlarciNod■ YWealq![ Gala Ode 2MLB " YSIiaoW mina iWA■uyal gar an2wo Lama Bi1Wi4U Slide mm 3mom mmukhm anowm tint Oda lmbm a ➢MLBM" go EW.Ammsl Anomm AMR Revision 2017 N Windows anti Doon Category: EdwW Done euhCM@Vry: SUM Exterior DOWAeanMW Bent Skagr Leda Robab Lams Severn M. Wash (717) 365mw PE4U14 (717) 31744U betian0 wernlertom OIRWA17 OVI112017 0111Ha2017 IWO=? Appms Revision 2017 W Vandowe and Door Calegay: Elation Dam SrbCaaaayn SAdkV E.xeerlorDwAssemMMs Stanislaw Luis Robert Loma sloveo M. Wish, PE (717) 386-M PE-42514 (717) 3174464 ba aagwoff*Adaan 09/ilwlr 08/11=17 O9/162017 101102017 Approved Relrbbn 2017 kg Wkxbwa and Dom Wester. Exterior Den Bobcats": Sic Fx l"rbr DateAeeerr1011e• Brat Sinew Lunt Roberto Loma slosh M. Urkh, PE (717)3863,9W PE-0T614 p171917-0454 � ceirrl OSMS2017 0I IWI` 00/16=1? 10010/2017 Apposed Revision 2017 MI VAndowei end Down CatseOry: Waylay Door iubCaagry: BYdeg Fxwbr Date Assimilates BrantsMnpr Luis Robano Lomas Slays M. With, PE (717) 986330D PE-62614 (717) 917.9/64 b"alnp"rQrNwd.wm 00/13=7 08/11/2017 061162017 10/10=17 Approved compass Meaab EvsWaon ReW ftm a Corpaans Massed: Evansetiwn Raponlinden a Cppass kmeae0m EMWIbn Repro mom • Compliance lletle0a Rapontoma Florida RepMYred Amhken ad or • lJae"d FwMa RaaWmN Enpnwr fbrdyMNed lod or R"Ard4• Llsewetl Fiords Professional Ergkrer Fiords Reyean0 Arched a e• Licensed Florida PeWsbai EughWr wlaEvaluation Florde RpbMed Amlwaaa a ■ Llorwad Pbrlaa PrWaebnat Enpirwr "932ZA6 Peasant,9 ➢WELAw A■eeMCmcUse AppeslMdI,Use doom gilt tllrsbe! gwrmAss A■tuaLfuLgr A-lowedfarY■ knew Oulu BiiProdualsBtlkiEt9■wa gmwkA der Atrmdarlhe Aggressors say We boom gilt gmdkAemae A ... dher Use A■wwred far the blew Oelt let E IB10AIM Ckdhb NVKZ 1!lW4d $dtlt La! 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Udch, PE (71T)366-3300 M•ndactoresAssociation (717)317-8454 bs6prlgarCrimd.com 17292017 121132017 Approved for We Ammv,drorUp OV082018 Mlm9t Deal- App—d gall Im! Version Revision 2017 kaaldw,mr CIOM building ProOlklo Company C"apory: Esarkr Doon &*CobpW. Seasonal _ _ Assemblies Coeparw• Messed. Cr6sWbn Mrs, m LW" LdIL.m Q9"ei LooWRlJmte Yddd"bW Mrk VVselMed haetl"kTK*hW"ring S"evlaee NA, Gary 51046 (613)T70do62 Incnre (tt13)5198508 nwieswfamodww awn 20 gem pass Pou§ I Ydow bOWY" MCA■IN7MI 11292017 0If02017 go Almend 12A62017 AMM Approved gda min YaWt RarNbn 2017 Nuatisdam Classy suti xIse wFroducts,Dom Cmpeny, bCde: er sea Dom ewbmyaapory: seasonal Esterbr Dos Aa"enaas 0mrV11w wa Wesel: CenMotlm Mask a Udkg QD■Lm gppmd LeleliLMM Yolims t teak VAN"T704 "M Inwlok Teeteg 8enrkp NA, f3ary Pkrahler (513) 7704i0S2 Ire. (518) 51p86B8 mmveatemMdOdopey.00m gasp Owl Ydldw" A*MW 112e2017 Osn02017 Dom PowirA 20 F8CAt■MI AmAmd 12AM/J017 ado Approved �1,6[7417h�aslo Al a EmIrg tModal. 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P.E. 08/21M17 01100 017 0828=17 10n0=17 AppraW hss0ouy: PernelYbb (9Metal: Evaidustion Report a s.corn 027 PE-2412I (352) 387-2528 adA:etegery: 91di+9 DM+mBlllernD>tiw®lamsansr Floods Rep1 1 Ambad or ■ Licensed Florida Ell~ gM1Y.AWMam A,,,,,dfar Uwa Ha dal loll gam teas CookeEssflmg�M inHV Z g assistant Pa 1 Cwr~ lap Oft fbrcern t ISO aldap 12/312020 Yea Yee WA WA Florida DepeMisnt of Business & Professional Regulation Building Codes and Standards Pepe / a 1 Iffials Florida Department of Business & Professional Regulation Building Codes and Standards Pep I of I IMMIS Florida DepeMreM of Business & Professional Regulation Building Codes and Standards P.p., a, 115=18 Florida DelaMent of Business & Professional Regulation Building Codes and Standards Pepe,a1 IMMIS Product Approval Application Detail Product Approval Application Detail Product Approval Appllcallort Detall Product Approval Application Detall FLA13111114111111 Says DM Ymon alrnArao[ PoV1t9[ immm EalttasrALYMM Yd/mlAd gas Rdi Ydaml ElbldMtl b>aLbm M glut IlikAmM.l AMMMM im Gad rat I= Ymm amm6s M[ EBYSL1tt YdymiAd 21M gas YdIrIW lomI Deb FWN&m &sit ZICA200" Aat®a(t ardor BCM874111 otOt I= Ymm amukahm FMuLB smart EMMMLALM M Yddm1®t go gee gaspowsm YMM1a/ EMmMm FM Assigned no AaaMfod alas 23a1141M41M gas BM Ymoa NmNbdsu EalLa gbMM EOdEKAlYaMs YddtltyJDd gat gore Ynllmi Eb11MlY/ gaeLMMM gas ffi.AM®al AeMamed Emil Revabn MIT Jlrwe Made Building Products, Ie. Category: Penal VMS anbCetegory: Sitting caparuee Mllud: evaluation Report Ir m a Florida Registered ArchOW a e Llosneed Florida Prc4seolonal En~ Philip" 2 M Raul I. ON" John Southard, P.E. (009) 3404W PE24121 (362) 3g7.25M pkpswp.rlwudarwMnr de.00nt ON252017 oammi7 06252017 101102017 Approved Powblon 2077 Abide cehaeory: Peel Wage, Subcategory: Sofb t:oargMrnse Ye,, : Evaerlim Report from a FloeMa Registered Ardrbd a • lJcertseO FlOrtea ProaMbnW algaew Nick Thompson Lyndon F. &hr*k P.E. Rya J. Ke+g, P.E. (330) 922.23M PE43400 (813) 767-0566 nWorepeorn®aaaa.com 10A42017 t0iq=17 10f1120I7 120`122017 Approved Rai Man 2017 Abide SubCs Y: Penh Verb subCasye Il 9o8b clonfis rroe AleMuob Evsespon Report Ian • FlOeaa RapitaeMtl 'Architect a e Lkarnesd Florltla ProaabrW EnprwW NIA 7hanpaon Lyndon F. Sdunldt P.E. 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Evakoft Rpmf ma WJW.OM Prodid Evok"w En* FUNW4U2miaa 90MKAwaaM! AnKed#ause Alain dfor Um bell Gleam ilea! EMOEL2m2dMM can&mdlMbft2lb IsHWC 2MMMLk= Eelwm Hsu 3 TYnbwBawW LSL Lemwsbd SVOW La r i er 03/J112019 No YM WA WA E1w69dea1 Floncis Deartmgnt of Buatnas & Proiessionei Regulation pi pa, a, Building Codes and Standards 1A201e Product Approval Application Detall Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page / of 2 328/2018 ISt1IIe�E Smile andkm taw taw 21lehawa taw Ssat entire or ➢eft Gap Di l4rmi no 2" MOM YdM meaiemuot Ron" Lolmrc.i1alMl YyarlMmt Yn1wa amimod FOCAMmyi AMmma Am" Bud Version memaactum Contact BnaneeraucanM validated IN Validated $Ld)aaSa ILIA -Val Approved Revision 2017 Calm wide) Conwob Pmdwte,kla ROWOM THUY N. IUYHI John may 10H4102017 101132017 10Re12017 12/12/2017 Approved Revision 2017 Gulf Coast Supply & Manufacturing, LLC I David Daniels Kuhn Locke Bowden P E. 10/12/2017 10110=17 10H72017 12M 2111 Approved cwaeery: eelparrat co-e orfb (813) 65"M PE40122 MM Bs8a311 Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 WbCategwy: Products Introduced M a RwA of Maoe"ebioYahwcons SubCslegory: Metal Roams infoegulfccestsupply.com Noe TedmolM Compliance Method: Evaluation Reprod from a Cow*ft- Maack Evaluation Raped been a Florida Registered Mcheact or a Licensed Florida Florids Roobbfed AmVW or Lbw"d Fidride Praeasional Engineer PwofaMor.1 Engineer PLeltaSt.ltl Predicts H9amdm gooLmoom A ,ft AM®�Clie ]mod mwa if" Product Modes. Number or Name Product Dsscriotlon QWity Asaitance Contract Exdretlm Date Auprovedfor Usa Approved In ill Outside for Use NVNZ Imald Resistant Design Pressure Eel H fd In Hill 2MMWLt 1i Bohm Pr 1 0.03211 Aluminum 5V Crimp Mn 0.032&qud; 5 V Gimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ 1 Due* PwceM cr Cowrwdw cmdsls Produces proem aid Powdered CmaOW L)MW 0&282024 No YM N/A WA over 15/32&qua; Plywood .108,511 2 3 0.0328Wud. Aluminum Guff Lok 1&quot; 241 Gulf Snap Mn 0.032&qud; Aluminum Gulf Lok 16&quct, Wide Roof Panel over 15/32&qud; Plywood 1&qua, Gulf Snap 24 Ga, 178quct; wide Roof Panel over 15/329quot: Plywood OH12/2024 04/122024 No Yes Yes Yes NIA N/A +N/A/ -116.OPSF +N/A/--131 OPS 4 1&quid; 24ga. Vers.Loc %qua; Vasl-oc 249a 16.5&W d; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ 5 1&quid: Verul .032&qua; Aluminum war 15/32&qud; Plywood 18qud: VersaLoc min 032&qua; Aluminum crier 04/122024 Yes Yes N/A -138.5PSF +N/A/ 15/328qa; uPlywood .101.OPSF 6 1.5&qua; 24ga. Guff Snap 1.5fil Gulf Shop 24q. 16&qua; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&Wes: Plywood -116,011 7 1.5&qua; 24ga. Versal 1.54,qua; Versal mn 241 16&qua; wide Roof 04/122024 Yes Yes NIA +NW Panel over 151328quot: Plywood -123.5PSF 8 28qud; 2496. Megaloc Mn 24 Ga. 28qud'. M1111.1 18&quid; wide Roof 04/122024 No Yes N/A +N/A/ Pena ove r 151328'q ud; Plywood -108.5PSF 9 24 Go. Gulf Lok Mn 24 Ga. Gulf Lok 16&qud: Wide over 15f328,qua; 04/122024 No Yes N/A +N/A1-96.7PSF Pywood 10 24 Ga. Gulf Seem Mtn 24 Go. Gulf Seem 16&qud; Wide Roof Panel 04/12RO24 No Yes NIA +N/AF93.5PSF over 10 Wood Purlins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Mn 24 Ga, Gulf Seem, 1 3/48quat; Snap Lock, 04/122024 No Yes N/A +N/A/ 188.quot Wide Roof Panel over 1532&quot; Plywood -108,5111 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Penal over 15/328gad; 04/122024 Yes Yes N/A +N/AI Plywood -156.5PSF 13 26 Ga. 5V Crimp Mn 28 Ga. 5V Crimp over 15/328qa; uPlywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Comp Mn 26 Go. 5V Crimp Rod Panel crier 1x4 Wood 04/122024 No Yes N/A +N/A/ PurBre over 15/32&qua; Plywood -156.5PSF 15 26 Ga. Gulf Lok Mn 26 Ga, Gulf Lok 16&qua; Wide Roof Panel over 04/122024 Yes Yes N/A -NIA/ 15/32&quot; Plywood -161,0111 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&quot; Wide Rod Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 151328 dud; Plywood 17 26 Ga. GulfPBR Mn 26 Ga. Gulf PaR Roof Panel over 15/32&qud; 04/122024 No Yes N/A +NIA/ Plywood .154,7111 Florida De ertnleM of Business & Professional Regulation Pape, a1 BLMdmg Codes and Standards /elute Product Approval Application Detail E{AIW4L tilt EamL9r taw Gus RWJ%R le Gate mma IKMM Immdub= fdDlefd COmMKAlalet Ye/Oaedmt Y1almea Ewma EI QAMMW AMmaa amm revision 2017 Weyerlrasirsar Rob Bob.M WCi EeMuOM SK iw, LLC Jer A Rwman, P.E. g8R211017 0Q20MI7 07/0311017 Approved Cabowr. 8au0kwm Co poprte M13) 9244470 (808) 839.1344 &*Cm*gwy: SVVWO ad Lumber RobfLBawwkoweyadu Cealpenrsa WNW* Evakotbn Report from a eusr core Prodia Evaluation Ent* 9111®LAeeoalw Amaral fa Ue Managed i, b99m 21ma EM9 Product Dmmrhglon in1EER gMtdlllJmi EMm4m Hewn e NlaywhM RNn Dowd OriwW SMW BOW Pow Board 03131/Y019 W YM WA WA En" Product Model. Nurnber or Rome 1s 26 Ge. GurPBR 19 26 Ga. Gu11I 20 26 Ga. Gurfi 21 26 Go. GglfRib 22 26 Ga, GurRib 23 26 Ga, G.1 ib 24 26 Ga. Gull 25 29 Ga. Gu11Rro 26 29 Ge. Gulrtib 27 29 Ga. Gul 28 29 Ga. Gumtro search Criteria Code Veralm: 2017 Application Type: ALL Category: ALL Appllcad- $let-: ALL Ouallty Assurance Fitts Contract Elplmd: ALL Product Description: ALL Approved for use outside NVNZ: ALL Design Pressure: ALL Date To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description W 26 Ga. Gulfii Roof Panel over 1x4 Wood Pi over 15/32&qud; Plywood Mn 26 Ga. Gulfpi wer 15/32&qud; Plywood Mn 26 Ga. GuIfPSR wer 1x4 Wood Puffins over 15/32111 Plywood Mn 26 Ga. Gull over 1 x4 Wood Purlins wer 15/3211 Plywood Lon 26 Ga. Gulfill over 15M&qud: Plywood Mn 26 Ge. Gull over 15/328qud: Plywood Mn 26 Ga. Gulf l over 1 x4 Wood Purim, wer 15/32&qud; Plywood Mn 29 Ga. Gulf ib over 1x4 Wood Pull wer 15/32&qud'. Plywood Mn 29 Ga, GullRib over 15/1 Pywood Mn 29 Ga. Gull our flit Wood Purims we 7/16&qud, G.B.B. Mn 29 Ga. Gulfl ib our 7M 6&quoF O.S.B. FL A 11651 Product Manufaaunr. ALL Subcsdlgory: ALL Camp.an e, Method: ALL Product Model, Number or Name: ALL Approved for use in NYNZ: ALL Impact Reeleral ALL Date From: ALL Papa 2 a2 320=18 Quality Assurance Contract Expiration Daze 04/12/2024 Approved for Use In H' iR Yes Approved for Use Outside W49 Yes mlglect $eys)ggg N/A Design proswrq +N/A/ -151.7PSF 04/122024 Yes Yes N/A +N/A/ -154.7PSF 04/122024 No Yes N/A +N/A/ 151.7PSF 04/122024 No Yes N/A ` N/Al -164.2PSF 04/12/2024 No Yes N/A +N/A/ -159.2PSF 04/122024 Yes Yes N/A -NIA/ -159.2PSF 04/12/2024 Yes Yes NIA +NIA/ -164.2PSF 04/122024 No Yes N/A +N/A/ -123.5PSF 04/122024 No Yes N/A +N/A/ -146,0PSF 04/122024 No Yes N/A +N/Al -101.0PSF 04/122024 No Yes N/A +N/A/ -116.OPSF N 0 ♦� 0 Q� O C 0 E O .Ln -0 O L CU 0 .� VCn '' �^^ J Q E z z W J Cn O CU Cn -t:f O }n'a W ee� ICU U) L� Lee- � Q U 0 V r� V / VCIO CW G Q Z Z Q J SHEET NO. PA 1.3 a a •