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HomeMy WebLinkAbout39610 Dawson Chase Dr391o1D AAA / ALL WORK SI;,A1. ' rF"." rn f7r1-4 ln`F-VAILING CODE S FLO'Rrl NATIONAL ELEC7c.,- ,�. AND THE CITti rJ, ORDINANCES R H 1 L US ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed ABV or Abv. Above FLR or Flr. Floor AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace AHU or A.H.U. Air Handler Unit FR DR French Door ALTorALT. Aitemate FRT Front BC Base Cabinet FT or Ft. Foot/ Feet BF Bifold Door FTG or Ftg. Footing BK SH or Bk Sh BookShelf FXD GL Fixed Glass BLK or BLK. Block GALV or Galy. Galvanized BLW or BLW. Below GC or G.C. General Contractor BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter BOT or Bot. Bottom GT or G.T. Girder Truss BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board BRG or BRG. Bearing HB Hose Bibb C Carpet HDR or Hdr. Header CAB Cabinet HGT or Hgt. Height CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) CJ or C/J Control Joint HORIZ Horizontal CLG or Clg. Ceiling HS Hard Surface (flooring) CMU Concrete Masonry Unit ILO In Lieu Of COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation COL or Col. Column INT or Int. Interior COMM or Comm. Community KIWALL or KlWall Kneewall COMP or Comp. Compressor KS or K.S. Knee Space CONN or CONN. Connection LAUN or Laun. Laundry CONT or Cont. Continuous LAV or Lay. Lavatory CT or C.T. Ceramic Tile LF or L.F. Linear Ft. D or D. Dryer LL Lintel Length DB Door Bell LT Laundry Tub DBL or Dbl. Double MAS or Mas. Masonry DCF Decorative Cementitious Finish MAX or Max Maximum DEC or Dec. Decorative MC Medicine Cabinet DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer o, DIA or Dia. Diameter MGT Management (room) DISP or Disp. Disposal MIN or Min Minimum DIST or Dist. Distance MIR or Mir. Mirror DMF Decorative Masonry Finish ML or M.L. Microlam DS or D.S. Drawer Stack MONO or Mono Monolithic DTL Detail MW or MICRO or Micro. Microwave M DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry N ^ DW or D.W. Dishwasher OPNG or Opn'g. Opening EA or Ea. Each OPT or Opt. Optional ELEC or Elec. Electrical PC Pull Chain ELEV or Elev. Elevation PED or Ped. Pedestal EQ Equal PH Phone a' EW or E.W. Each Way PKT or Pkt. Pocket (Door) EXP or Exp. Expansion PL or P.L. Parallam Q EXT or Ext. Exterior PLF Pounds per linear foot FBC Florida Building Code PLNT SHLF or Ph. Sh. Plant Shelf rn FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height FG Fiberglass (Shower Pan) PSF Pounds per square foot FIN Finished PT or P.T. Pressure Treated v FIN FLR or FF or Fin. Fir, Finished Floor PW or P.W. Pre -wire v x ^ 0 REVISIONS J PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SD or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VLorV.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) 00 08-20-15 1.0 NEW BASE PLAN I 12-8-15 2.0 12-28-17 3.0 02-21-18 4.0 ai E x r- ADDED VAULT. CLG. 2017 FBC UPDATES ADDED GRADE BEAM 150 MPH ENG. 1L= E ISI ISI/�R 10M 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE F13CR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. C9 M Z0. —o® z� z Q13 z Ln (D WCZ) +-' LU �U — O r„ �t-n U o� m N w E e) m C l0 M co = `L U c 0W o Sao Q rno �v Q o Al B Ds N U) Z N yM a � LY _ - " ; w a �W LLo rn rn 7 Z-p I N •COM < "rt)1NY�FD 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 0o wo Z ao- E 0 oo�� Z U Z Q� Z �O�Jw A F— W 0 LL N Ou i Q W ZZ Ir Z 4� Z r, W > F o O O QJQ w U = W > o8QQZ O -I wXm� LJ Z wWQ aW 10Zu- Z o E'&� J �Lr)•.� E W Q Z ¢ z U gao � � Z 00 O W^ , Z � S o m rn r Z Q W Z r-+ a to o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4w0 SHEET NO. S _ OL- c d rn to E 0 r` O A O S3 H.B. I EGRESS EGRESS b°° PAWY 16'��EP \ ' C, AC PAD \ -- � -- - -- 36 N a FIBERGLASS \ . W i SURROUND I S3 \ RANGE. M6 m 1 TYP @ 1 \ I ode 00 STORY N B 2„ 50 \ 20,-683„ 10'-4" 10,42, It 2,�, 1 5,_ OP it-2'- �' O\ I N 0 N BEDROOM 3 I o ' T �I BEDROOM O TI SINK WI ISP 00 CAFE D.W. ,_„ 4 LO PATIO 8'-0" CLG. Q \ � o o I 1 OO L---j !, BEDROOM 8-0 CLG. 2 CARPET TILE a o 8-0 CLG. CARPET w CARPET _ _ _ _� C o _ _ - O 8'-0" CLG. U z ro �� - IrL� o OPT. CARPET b N REF. I 1 B.F. 4068 B.F. ' ' 8'-8" 54 14'-6" �6-4'-0"7-6"5068 iv 6 4'-7 � fTJ �� T IIIMOO r ----- R&S ---- N --------------- iv 2668 R&S M 2668 '_ cl N HDR AT 7'-4" 23'-0$" 3'-10" 7'-8" 10'-108" " 1 �, 01 L6- ' `� 0 1 ENTRY er o - FAMILY R M 9'-4' cL 3068 8'-0" CLG.10 2:12 VAULTED CLG. O M I 9'-4" CLG. 1tT1 I- I CARPET o R.A.G. (4) 2x4 #2 SYP K STUDS W/ USP CC S3 HTT4 @ BASE S3 S3 00 -1 ----- ----- I I AHU I NOTE: ISHED 8,_ „ C G. • ii>N t----i I WALLS TO BE I I I I TILE IIN c�ia0 1 FLUSH. VERIFY IN I I I I A S3 5,4„ I 4.0 III FIELD. 0 10 I I I OPT. D PT. I T It I I I I I TYP @ 1 STORY ---- -- -- I I I I I I I T 0 I I I I I I I I I (4) 2x4 #2 SYP STUDS ERG L SS 11 1 I m I I I G W/ USP HTT4 @BASE SURROU D �� I I O I I N S3 _ _ _R_&S _ _ _ 60"x36" HANSON I I w I I SHOWER BOX @ 36" (kEDGE I I Q A.F.F. I OF SLAB 2" I w I I o If I DRYER VENT ( BEYOND WALL I I p I I CD b) 2 $68 5'- " 82' 3� 10 THRU ROOF I I I I =vi 17'-Og" I I X I $„ I coo 2668 7'-8„ 20'-O I 78, I '-1 1 Y-0„ OA O M c�C7 I o0 - 1 2 CAR GARAGE w r OWNER'S SUITE 11 ,- W„I.C. cn 8'-0" CLG. I I I rl A I _ it 8 -0 CLG. B t 8 -0 CLG. I 2 6 BUILDER TO I I I I TI E I CARPET I CARPET I PROVIDE I I I 1 O APPLIANCE I I I I I I INE 0 0 I 0 0- 6" D- P.T ---------- I J W.H. - PROTECTION `_. WHEN REQUIRED N PER FBC I L T----------- I I R&S � A D KBA S3 S3 V-6" 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 20 X 26 18 4 X 25 � S.H. 13 20X38j 18JX37j S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 } X 62 } S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X254 S.H. 1 H3 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 11­15 274 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 4 X 38 j 36 j X 37 3/4 S.H. 24 371 X 501 36 J X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37 1 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 j S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 Q +26.6 ! -28.0 �F +26.6 / -32.2 �G SEE SIN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN Al EXT FRAME 2 x CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION IR-11/R-13 KRAFT FACED SCALE: %4'=1 r-0rr (GARAGE / LIVING) \V ii z� 0 zCD z Q J a U, z C V)) (9 W cn W C) Ow ZD E U o0 m N W QJ M M CO N 1 cfM fVlll " U c � o I,cc o Q rn n � o �i Q d B D• N N �O .w O � •/1 N WC', Z �' z � �LLool cv W a��LL.oiLU Z Lw , � & .% �'. UW "• . v� r ❑ dJt� WW.I�r]SENG, 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 ( Tampa, FL 33607 www. Lennal-Tampa.com �o za a w¢�[r oa�< towz Z � a � J / \ __j• U m a 111 z Z L Cc:U O JLJLo T z O �_ �" C j W U J ■ , T a�z µµ1. 0 rY� F- J N Z < Z Z P�XE JLLJ UJI Q z �YU gam6 O 4 z tu- z co rn z 15 Lu = Z a� a to o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO' 4wO SHEET NO. 1.0 1 1 111111 U111 1 'r 11111 1 1 1 'I I I I LIL 11! Its I IF I —_ -- ' _ �_ _ I I _ _! _ 1 —1 I 2'-84" MIRROR rlj II !I'i � ii — o Z `a Z Q cn 1 1 I 1 1 11I 1 _111 t 1111111 11 1 1 I _ J I I I I Ir r go I I I E 0 00 M. 12 5F:�7: 3 TAB SHINGLES. ROOF — -- — INSTALLED AS PER MANUF. _ - SPECIFICATIONS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 01 LEI], E El El —'- --- -------- -- N 12 �5 HEEL ------ 12 F4 \ — T.O.M. HDR HGT. — — — — — — — — — — — ---- TEXTURED CEMENTICIOUS o FINISH ON C.M.U. 00 bo (TYP.) -1 co —F.FL. --------------------L- FRONT ELEVATION - Al 14'-0" RIDGE VENT 12 15'-0" RIDGE VENT 12 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. L HDR HGT. L --------------------------------------- ------------------------ 6" FASCIA 20 TEXTURED CEMENTICIOUS FINISH ON C.M.U. F. FL. RIGHT ELEVATION - Al u =1'-Orr General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. rn AI IIu_ UI zM —o z(D z Q a z U1 4> C, 4--J uw flu •V — O W ITO o �� U �C:) m N W E pp C M rn c') Co M C N 0 0 0 LL C0 y Q rn CO u,gv BID. M1 �JI P N .O N_ H M,0� Z W NCSz Es' z U) JC ad rn N � a W �LL a W ¢ z tZ v cn � cu LLV .4tF'CIr �",1 •'ro 6r-• o •�d • ,yGc` '0 � w v r T A0 z O� C F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com t06 w� z fa C/) �a�air zoo z O z'CCU � �n�w a �LL Q LU zLLJ �L �1 I..L. J w $ }u f z w � C C Q Q z . 9 U = V rl a Z W9 a 5 o S owW 11 m t'Vir LL zgz wwa cll� Z Z rl 8o_0 ul(:�Wo�j W Lt) z W Z aWLL ¢z� � a ~o lc:>0 aZg o o (ON Z g = R of r n ri a (n o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO' 4nO SHEET NO. 3.1 I I I III I I I 1 1 1 _ I I I I 'At I 1 ,I Imp 17 1 M111l_ 1 1 I - --- --- --- — I I I I 1 -- 1 - —1111 '' I_ c a� v v n PM O CV r� co co I a aci n 0 J rn C Q ri C a 12 5� T.QM off -- -- ---- 14'-0" RIDGE VENT 12 �5 EXTENDED OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 - -�J5 15'-0" RIDGE VENT 12 s REAR ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS - - - - - - - - - ------------------------------------------------------------------HDRHGT. 1'-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS 01 2'-0" FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (TYP.) _ C9 CO F.FL. M. LEFT ELEVATION - Al SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN*" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. ���, A J L ^J�IL,. zM 0 zCID z U) z C/i CD w U — Ow � c U o0 m N w E p N rn M C f6 M C) C N 00 Lv yd <c no rn S. v Q o A BID.hJI P N N ffww m 10 V U rn # oNo Z WNZ z W — N b a mLL a Vaa�L � Z 110Z 11cc 0 r- •. • d WV7, SENG J <'. �0 C 4 ,ram ��'••......� ••• � III To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z ¢f zuJ f� < X C) �Eo° or �$Wz J O ^ W U N V 0 L J w Lu z } zz Icy— C U) c z U 2 J T Q < y°y.IOo ~Y I- 0 LU WOME °a z<1J �y za a Q f oho ZLLI �0� T I lL Z gaH 10 Z `^g �' o 0 _ 0 `f n Cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 41 0 SHEET NO. 3.2 I I I L I I I I I I I I —1L I I I 1 .1 j- L -- - - I - 2" 2" "NOTE: VARIES 1'-10" 12' - CAP - _ CAP &4 1" N FOAM TO BE USEDONLY WHEN REQUIRED BY ^ - 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS "' _ �M CO ao COMMUNITY r` CN 3/4" RADIUS 4 1'-54'a i f ID SPECS. IF NOT, 1" 2" OPENING VARIES 2" 2" 1" 1" DETAIL TO BE BUILT W/ STUCCO. 1/2" RADIUS 1" 1" 04 EDGE OF 1" 4" VARIESa SIN 1• OPENING VARIES V-4„ 0 22 VARIES 1'-4" _ M 7 12' VARIES 1' 1' N -IN 1 1/2" RADIUS 4 Sal 411 4„ 42' ACV c `' ;- Wl �p � SIN M 2 1/2" RADIUS T CD CO _ VARIES 12 11" 32 1" N 3„ J3,„ 2„ 2' 1" 1" BASE • BASE 4 1._8„ 4" • yam. N 12, `NOTE: VARIES 8„ 2„ 3„ FOAM TO BE USED ONLY WHEN D r VJDETAIL REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2 �N 1'-6" 1" 1' 4" TO BE 2" 2" BUILT W/ STUCCO. EDGE OF I I 2- • OPENING 1-1/2" THICK 1-1/2" THICK 0 4 10" y�•'Iy c �N 24' d 10" 6" N c Iv C -IN k 12-3- 4„ i„ 2 6" 2„ cn w w Elm I v 1-1/2" THICK 32" 24„ , T; 2,-4„ 52" V-5" 52„ N r 4 51„ 4 1,�„ 3„- C00 00 4" 1" 12 0 VARIES VARIES i 2 Z Q , • VARIES VARIES r' 4" 8„ 32" M o �, °° 1 ^ 6" 4" ZV (V KEYSTONE F11 o OPTIONAL KEYSTONE F11 00 OPTIONAL 43- m CO i Rsry coR44r„ 4 •� -� t „ 4 GARAGE DR. OPENING 4" 3" a „ „ 3. 4 WINDOW OPENING 4 -4 NOTE: • INSTALL OVER STONE, TYP. iY VAR • FIN. TO HAVE TRADITIONAL ' • nso • LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS i ACCEPTED � U • FIN. HAVE TRADITIONAL LOOK & SMOOTH FINISH 146 1, 64„ 14„ 12" 2' 1 1,,-4„ rn • FOAM/ EPS MATERIAL IS ACCEPTED 54„ 1 12" 5'„ N 3,_8„ 4" T-0" 4" 7„ (V a E 1 ° 10„ 1,4„ 10„ o iv ayi S f2" 00 iD N a� in , i o NZ 0 v - Rs - 4 U CV I E - -o • MM CL 1" R70, N 1„ GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH n'JV- J J U M z CD- z� z� Q U, z V()' 0 W cn 4 J w �V — O W ::D LU E t— .� U m W ' OEp r — U a)Cl)r— U O .2N 1 `- Go 00 m Q rn � rn¢ o N �D N Cm W Z Nrnz L" z LU y . LU TLL z a Z Q . ¢ p 4 cc m N IULm W a N"`" c O V O WWW.FDSENG.COM a N O0- N cg 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 0o LU za f� W a °d uzup U J (Danz Q a Q o zz zo ♦� ' Q U fz g x -� J Tl z O 0 �W U = W �Rs N w U O . R Z z� *k W Q aafce Q d• � I-ooq� $FRS Z J LU = < z rl W Z ~�v QQ Y�58 to Cf- Z Z tj a�S o m � Q J Uj = - z a f SCALE : AS NOTED DATE : 7/31 /2018 TECH: M]AMES VERSION NO' 4nO SHEET NO. F1 rn Q rn L 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 p14 copper to lights & outlets 00 AMP 1 200 A #12 copper to 20 amp ckts 10 #10-2 copper to WH 1111 a10-3 copper to Dryer METER MAOIN 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 FF DUPLEX OUTLET ABOVE COUNTER wP 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 �'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE #PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE WP DISC. GFI H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn DCD omcrlc Q EXHAUST FAN \ RUUGH-IN FOR \ 16, I ^' OPT. CLG. FAN/ GFI (Q� EXHAUST FAN/LIGHT COMBINATION \ LIGHT PRE -WIRE \ _ GAF 12 ®D ELECTRIC DOOR OPERATOR (OPTIONAL) I GFI CH CHIMES (OPTIONAL) 2 CAR GARAGE G J I PUSH BUTTON SWITCH (OPTIONAL) OWNER'S SUITE - O - W I.C. I I PUSH BUTTON SWITCH - DOOR BELL - I —_ I SD SMOKE DETECTOR � II I� 0 CO CARBON MONOXIDE DETECTOR VERIFY LOCATION I GFI ----- -----J ELECTRICAL PANEL CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) K TELEPHONE (OPTIONAL) RECEPT. USB TELEPHONE/USB (OPTIONAL) FOR ALARM VERIFY METER SYSTEM LOCATION WITH © TELEVISION (OPTIONAL) BUILDER © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. 0 THERMOSTAT ELECTRIC METER mpg ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=V-0" r- CD V Z co _ o Z �O Z Q r1 L/1 n W cn 4-J w Mo �V O w c _ C) o 0 m N w Q N M 10 CO N -0 = O o`', 0 U 'A" o°D0 C o Q of in Q o rn 8- : o� Q o BID. , e� a ` •JI P e� IIIA O h N V ch rn Z Z W z � z° U) a "�o m i W M w aj C i�. o y W V 10 0 a a % N.ca$� m m o� . LL`" N¢r e o W O C) v O WWW'.FDSENG.COM Ii Li rn 0 fV 00 CV 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 IS 0 in cc za z uz6O U Z W $� 0 �owZ J 0 J Quu U' LL N L < LL ZO Lim f zCZL w Z �/ J 4 $ T� w O J W 0.) T� O o O o 0 L— z .0, U N< J Z a C QZo QC FR Q _0 FO Z S O tL —I LI T--I di lJJ a W U a Z ou ~�a g~o `z 00 Z a 0S coM -r a O g ,--I a LO o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. 4nO SHEET NO. 4.0 r" N W ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. CD t2 Z cl) 0 — o Z Q z U) zClV) (D Q) c 3 +_J W �V 0 W U oC> m N W p C M 07 M Ooo U 7S 5 co O Y ¢ rn fn ~ Lei c A ¢ ci N_ �O mv N W �M$z� U) Z W � z 1 . C W � W z � Z 0 v rn rn 3 y c O _Z Ul f�r'�fir�f.'' ram},, r�NN ,._•... To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o w� za f uQir� UZOgo z Lu QWg Z ` � 0 Lu C pp V H L C`, W Ln ZO N3 0 Q �� U = J U_ Lu9 'Ooz P o J OO a zaz� w Q Q � } Q� O�4ca Z /vim W J -4 LLI00 z W z a z u g�ta- < Ln �o m 0 _ Zi ¢Lu CO) SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4m0 SHEET NO. 5.0 I I II I 11 1 1 II 111 1111111 I 11lj'IL lil 1 1 I I III I_ 1 111 _1 p 1 I I I ! 1 ■ II II 1 1 1 T c v rn LZ 65'-0" 5'4" 4 L. 1'-9855" 3'- "ILI 5'-0" 5'-0" 5'-10" S-10" 6'-0" 6'-0" 1. T-10" 2'-1 &1" 5'-115'-0" 5'-4„ T-O" A H B1 STORY + U.N.O. S3 ... ..... . . . . . . . . . . . . . . . . . . . I 16'-0" 2--9T' 6-10" . '0.,. . . . . . . flCl) CDk &-31/2" 01 SINK / DISP rn in D.W. IL _ — _ J _ _ _ _ CHASE TO ISLAND _ ^; o } I 1 TYP @ 1 STORY U.N.O. ■ — — — � � — -�--a— I — — — --�- — � -� : — — — — �--�- — — — — — — — STEPS AS REQUIRED PROVIDE 1 Y2' RECESS CJ L — — — — — — — — — — — — J CJ OPT' ; T T CJ CJ ; FOR SGD. REFER TO KITCHEN ISLAND REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: . '.' CJ I : ■ : ::.' :: 10'-104 PER FIELD .'. MASON'S SLOPE FOR LOW WALLS .'.'.' 4 o CONI�I�ONS WIDTH LO I 16-10" 17-10" INDICATES FILLED CELL w! 3000 PSI ' CONC. GROUT FROM FT. TO BEAM 1 HVAC CHASE I " ' ......... .......::::: :::: ' :: ' ' : W/ 1 #5 REBAR VERT ABOVE SLAB■ ( ) •\L BASED ON SO.-O., TOP OF CONC./ PAVER T BE 4" :....... . » » ■ ■ ■ ' ■ TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR..01 HOOKED FTG. DOWELS 5" EMBED 4'-0" 4'-4" 4'-6" Wit25"EXT. ABOVE SLAB GRADE 40 PROVIDE %2' x 9" SLOPE STEEL" I I RECESS FOR FRT. POOR �,� I L 2'-6"x2'-6"X1'-0" rn o T 25'-101 8" 9'-512s" W/ (3) #5 E.W. 4'-4, I- —------- - - --�—I- - - -��I�— - - - o CJ CJ .. I TU.N.O. o0 TYP @ 1 STORY S3 : I S3 CC I _ S3 (2) #5 REBAR I I ^ri AHU I VERTICALS w/ in 2'-6" x 2'-6" x 1'-0" : N : r T-5" FILLED CELL T-1„ W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0" M I W/ (3) #5 E.W. S3 I OPT. D PT. I -3 1/2" SLOPE 5'-3" 1'-10" T-6" O I I T r o ' T. ■ : — CJ ; ; CJ — CJ I I�'Z-71"I q IT t 6'-5" 3'-2" ' 3-1/2" MIN 3000 PSI CONC. — — r I SLAB FOR HERNANDO I COUNTY ONLY 0? I 3-1/2" MIN 2500 PSI CONC K J SLAB OVER 6 MIL VISQUEEN S3 �,� I I VAPOR BARRIER •= ' iv 35'-4" 20'-6" ■ I I : ; BUILDER TO ; ; ; :: I PROVIDE 1 (2) #5 REBAR 0.01. I : APPLIANCE VERTICALS ( 4'-0" 12'-1" O PROTECTION FILLED CELL W.H. WHEN REQUIRED L--------- o o PER FBC --- -- --------�' -- — — 00 5' 3 TYP @ 1 STORY U.N.O. 5' H.B. T T-15" L 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 --�- i w z w � CONTROL JOINT DETAIL SCALE. 3/4 = 1-0 .� •� �... :.� •;: #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 cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 17 zo z� a Cn tD C:CD n c � w �V OLU co (� U 2 tl1 Cl) o 0 CG N Wco >_MM it,— c� S N M 0 O N _„a O 0 n o ¢ m LO rn Q d A IL BID. , N N vi U) W Z z w Z F ( o�o ._� �j Ga. W Q_ a W C LL 4 LU Ci ' io Z 0 o O C N m � �,,�I5,i1 trr„,�, Z°' f LLM Li 1. ` (,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz UJ of f� z w¢w" oQoo zw 2 Z ¢ J 0 Z � � ® L 0Lu Q U � o v LE= J Uzio �� 0 Z 0 °moo �VV"or o J M m D F Q D z�� J diRazZ Q w w ��{ O Q z K Q z Z ZS 0 0 01 QZ J = of SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 6.0 h 1 W UPLIFT CONNECTION CROSS-REFERENCE },G 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 1-12.56 600 535 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 145 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 -1Old X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. 118 10dxl-1/2 HTT4 2715 5/8" ANCH. ! 20 1061.1/2 J HTT5 4350 3740 5/8" ANCH. ! 26 10dxl-1/2" HTT5 3225 5/8" ANCH. i(28)10dxl-1/2 K HD B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LLIS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P Ht JS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS 12 1000 860 14 - 10d x 1 1/2" MTW 12 1195 1005 14-1 Od x 1-1 /2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1Old X 1 1/2" HTW20 1530 1285 24-1Old X 1 1/2" SP1 585 535 10-10d SPT22 685 8 -10d SP2 1065 605 12-10d SPT24 1030 1 12-10d 645 555 12-1 Old X 1 1/ " * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS ++) (B) ) �4 (A) fil (+ 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. Rl STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER—} (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. NO I E: 5EE bHI=E I U-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN �J� r ii w ���' � �i L U v Z M — o z(0 Q a E3 Z C 2 C/) U cn +-j w "u Ow � F- �M U o0 m w Ep N c m CO co r7i O o 0 J-- " U Lv Q o C 9 N o rn $2 rn Q o B D. n�� ,►�fP N �O 7. N_ O N o o Z -d y�ooZ U)ch /may , o .a if. .5 � o Ltl. Lc. Lu NW. a w — N mLL o 0. W V ¢ �a O �1� = oc V c � m LL .]`WEi!16. td •�PY�l.1�� (•mil 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �Z z `. f F a z�� � Wz �a—iJ O� a z o Z �pUn ^ A Q z DC z L.L �--1 o O U = J L.L LL.Q fug poo U O J O O m W a V Q A <Ut1 Q V R~LLOC Z Z S O O 8 & !j J 4 LLI Q z Lu Y 8 8~g �Q 00 may} z o o 0 rn g = � SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 7.0 I L I I — I Ilk II 11 III 1 1 _ --1 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 accordancewith ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Safe vertical load Safe horizontal load —1 .0 00NCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-OB/1T 8RF6-0B/1T •;'� AC IL © O O O O O O 8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T FORM dr GROUT SOLID � '• N o W `- V O O O /5 BAR CONT. 8F16-1 B/1T 8F12-1 B/1T ®O O O 8F20-0B/1 T ® "V" LINTEL DETAIL SCALE = N.T.S. Mal F I EIII LE N #5 REBAR AT TOP %MIN. (1) RECI'D F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F 16- B/1 T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT d a ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REaD— °— 1-1/2" CLEAR —GROUT D U) 4 45 REBAR AT = w — 4 BOTTOM OF E z W LINTEL CAVITY o W x w ` G G BOTTOM o Ir cS O z REINFORCING o < 0 ¢ Z PROVIDED IN Z O w ,n p D LINTEL O N L ~— <10 (VARIES) to Ln M a o MATERIALS 1. c precas Intels = 3500 psi. 2, fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. ,�P 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. i 5 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 a APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) rn tr CD 'o 0 0 00 CAD t7� Cn E r— M.U. 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemenfitiuos coating. See contractor specifications 4'-6" LL 4'-6" LL OF O 5'-10" LL OD LINTEL PLAN SCALE: %4"=1'-0" _ Z o'> — o z� Z a_ 0 ^C) w OLJJ 0f o �N Ca C) o0 m N U'i £ � — 8 CIDM fM m r7S C N O o 0 L` U o o@^ Q rn v M ¢ Ci A 1 IS D. C B D N N o d o o M oo Z CL Z Lu U) � g � 11 W OaNi °m .�.w H . Z �Itrlf Q wiN U 0 Z�J, r�/ r%lumilloA"', " 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.(-ennarTampa.com 09 wa Z d f w¢tr �z00 Z Z �o �w 11 � aYaY '<` V FrZjJ® L ZO Z Z Li. a C �3 G Z U a) ^ �w ty L� O O O o W z LLu uo� o c k N J w Z 8��� Z Z�� w J Ln rl UJ 6i Q d Z 00 O Q Z Z tj �QZ o o l~n Mk W rn g LU = J Q ,-I a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 4n0 SHEET NO. 8.0 rn 00 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL D T REPLACE A-C. MANY OF THE NEW E. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATE O LAC CC CONSUMERUS 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 X 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 REQUIREMENTS, BEARING POINTS BRACING , RE UIREMENTS AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1. 4, 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEMS ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25" #4 BAR 20" #3 BAR 20". 4.1.3. DIMENSIONSP RTAINI T H LOCATION F REINFORCING T ALL PERTAINING O THE LOC 0 0 REI ORCING ARE TO HE 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 COVE REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1) 1 Y2" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE : 4.2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- 018 ENCLOSED BLDG INTERNAL PRESSURE COEFFICIENT= .) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4. 3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 6-0" 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. OF ALL EXTERIOR BUILDING CORNERS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V =140 MPH) .TYPE. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE 56 SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE 'IS" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE SUCH 4.4. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH A SUB FLOORING AND 3 S 00 G SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF SECTION PROPERTIES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER OF RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF T A TRUSSES IN 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 ,� FASTENING SHOULD BE TYPE „ W„ „ DRYWALL SCREWS AT 12., O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / CONFORM TO: Fy 2 ITH G90 4.5.2. SHEET METAL ACCESSORIES SHALLACCORDANCE NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. WITH -87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED INCONCRETE USED IN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATINGG BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING IOR TO PRLFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED U BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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/sprinkler systems includin all risers and spray heads shall not be installed whin 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 dilutipn. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier. must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 17 (D °' Z C> 0 Z Z Q a CO CZt^^/,,) W cn 4-J W t� p •0 W 01- ~ �N � r- U o 0 m N W fig, ~ N M M V Cl) �'t S gt � O O o U �i rn �" o ra CO ao Q S. v: rn¢ o A1 B D .c8,,c N N V7 N W Z NU Z z W a aLL� W It Z c O 0 y E�i;I� Q Z r1� A W Q XEJA yvWw FIGC MI .�`, rat � • � -:� x To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0€€z 3� LU za fa Zr W Q cc Er U400 J � W o0: u OO L Q^ w 8 Ofz �z J 43 -� Q o O J W = rl F- U o.z o o Y 0 CC J g<Z0 N C Ce tY aa1 �o 0 Z $Wo �&� J Lr) r-I LiJ LL1 ¢ z U ~ c Z z z m a ZUj QW O l to o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. 4n0 SHEET NO. SN CORNER OF HOME GARAGE SIDE M ' O of r Cn EIE W J 101-011 TANK -LESS W/H H C G 000 IV 5'-011 a - c� STUB -OUT 11_�1r o o GAS METER 0 o o (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1V-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. (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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX a PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH ON 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI@Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7I8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL - STD. 90' HOOK BOND BEAM II a STD. 90° IX CONT. #5 BAR >I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND 1 �� SHEATHING PER PLAN CONNECTION /j TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI —MASONRY WALL OR ' INTERIOR BRG. WALL TJI PER PLAN 1 OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTiiw (Not required if both load N.T.S. 1/8"min. 2 min. g P }Small a"mJoist Filler bl 1/8" gap max.Web Stiffener Fastener Scheduleax. Bearing Location Series De tth End Intermediate ®91/2-8d 2-8d `1 74 BCI 5000s 11-7/8 2-8d 3-8d �- - 14 2-8d 5-8d = Clinch nails -- 9-1/2" 28d__2-8d when \ �! BCI6000s® 11-7/8" 22-8d 3-8d 1 possible ®�14" 2-8d 5-8d ✓�\\ _ BCI 6500s \/ 1) Support back of web during nailing to prevent damage to+ 16" 2-8d 6 8d 11-7/8 2-8d 3-8d web -flange connection. BCI 60s® 14" 2-8d5-8d 2) Block solid between joists for full length of span. Tight fit ; " _ 16" 2-8d 6-8d - 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8 3-16d 3-16d 2x4/PI 2" ® " - 4) Place joists together and nail from each side with 2 rows of 10d nails ood/OSB web stiffener min. �" 4„ BCI 90s-14 5-16d -16d _- required when indicated or max. 16" 6-16dt 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -- -- _ - OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP sides b 6". - Hangers with side nailing. @ y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side / at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glut Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking for each lapped joist. 10dnails 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) a74 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 LJ 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 fl 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — imam 1 to 6„ A %" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPSC wl (22) ' NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) ' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I I Nail with 10-10d nails. �T7= \ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap N - =7,1 Backer Block 'Top Mount" "Face Mount' Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height L requirements I ° 0.6 X Joist depth I -JOISTS BUCKETS Install tight to top flange. SLEEVE THRU STEM -/ ° SEE PLAN FOR--'°• ° . • FOUNDATION INFO STEM FOUNDATION N.T.S. GRADE REINF. SEE PLAN d A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE GRADE PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE � PLUMBING LINE .0 /L Al0. �-t a d d Z a. 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 FF d a � —1 dV L d, d d d Q 71P, - IIIrI SEE FND. PLN. SIZE & REINF. W l �� n U V zo z Z Q Cl- ZAN t� z 4-.J LU (10 p * O LU N ZD � E Ca U � m� LU 3r,F U = N M f°O "d M C N i,�, of �s.<�b' Q? f�j O C> t u- 00 U Q ` U-) d ;% QAl 1 BID ` N_ `O h N 0)� Z 00 �M9z Z W t z U) W Q rnLI:. y LUV< in -Z -&- m in 4D N o sum LU ` FDSENGC17h1' °• 'r v - *' 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 atengineering 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 CZ i cc Lu a9 fF a 0a: W a ��oo zW� Z� �w W0W L w oU© Z 6 I— U Ce ZN3 Q uJf U U = ,--I U W9 1uF- 0Q J ro 9: J Z � w Y a � a Z Z �o1� �o LULP) U..I 2: a a Z `uj"8 i- �2 U LL � I- QWz 00 0 CalCk rn Z g = _1 in V--I d Lr) o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4 . O SHEET NO. SN 1 I I I' _ III Lll II I I I I 'I 00 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8'OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR „ GYP. TYPE „ X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. <- 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT, FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z ' 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5J8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS AT FOUNDATION ONLY" SIMPSON SP1 wJ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5J8 x 10 J BOLT @ 24 O.C. W/ "" " " " " IF NOTED, THIS REFERS TO THE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) r " _ _ `' 2"°x3/16" PLATE WASHER (TYP.) ALT: 1/2"x12" TITEN HD 24" O.C. 2x P.T. BOTTOM PLATE ( @ STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH ELEV. 0'-0" OR 5J8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 , . ° ° (2) LAYERS TYPE I OR TYPE II A.F.F. O.C.) 2„ WWF OR FIBERMESH ATTACHMENTS 2 �� \ WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. o. - -I I �I I I °' . ° I � I I- � p .. r I I I I �I I II �I�-- "i"� I ��I I � • I -I I I I I �I I ° a ° a ° ° ° ° ° ° ° ° a ° ° ° ° ° ° a a ° c7 ELEV. -0'-31/2" FZ- - �p A.F.F. O 31/2" MIN. _ ° �I 31/2"MIN. i --=�=--�= ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. �I I I=I I I I- ° - T -I I I I I°II° ° ° ° ° 2x4 CONT. ° ° ° ° g °° a ° ° w N �' „( Ill 1/2 min. 00- ° ° •. =� - 4 ) " I31/2" min�)-�4- ( -•- _1 I °12 (TYP') VARIES HURRICANE ANCHOR EACH @ TRUSS (SEE UPLIFT SCHED.) W/ - i ` I T I I I lip, I i g ° GARAGE ° a DEPTH VARIES ° - - - 31J2"(min. 4" I I I _- �I I I I1 IIll, - 31/2" min 4" - -L I I 1/2"(min I I -I I METAL PL. UNDER EA. TRUSS ° ° ° a ° ° ° °_, ° g I , -ITS 911- MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. V 111 I I-' ' 81, II,1-,„ #5 CONT. 4 -4 8 INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG� GARAGE SLAB AT STEP rB U.N.O. MIN.(2) TYPICAL BEARING WALL STEP SHEARWALLrc�� U.N.O. MIN. TYPICAL BEARING WALL @ STEPrCC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP ops coN��N� STRENGTH CEILING LING EDGE sEc BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUDS SCREWS @ 7" O.C. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. @ 16" O/C M�N�M�o s \ ,�oN��NU SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY f (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT 8' NOTE: - (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT, 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS () @ APPLICATION 2x I ROWS 2x BLOCKING @ 3rd PTS 3 SEE SECTION ClS3 FOR 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 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16° METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 wJ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5l8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) PE I (IF NO UP LIFT ON WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR 3500# MIN. TENSION 2600# s ) *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] x #5 REINFORCING J SPACE ANCHOR E " BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS �., r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w iu END OF 2" x PLATE WWF OR FIBERMESH r = 1x2 PT WD FURRING @ 24 O.C. ARCHITECTURAL FINISH TYP. a ASSUMED FINISHED GRADE _� - o ;, PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE w GRADE 40 MIN. F - 40ksi y- °' ' ° o a _ � z ° FINISH GRADE oo [GRADE 60 MIN. Fy= 60ksi] a - I I-Jl- I -I I =1 I I -VI = 4 1/2" GYPSUM WALLBOARD,----- ALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° FOOTING MONO SHOWN o � - - - o -0 �- 7T 25" MIN. LAP [30"MIN. LAP] Uj w f- 1 1- - o • • I I I U.N.O. FOUNDATION PLAN FOR LOCATIONS) t> p FOR CLARITY ° ° p p D ° P I=111=III=1 _ _ _ _ _ _ _ 1=I 1=1 1=� I= 6 MIL VAPOR BARRIER o ° T I ° i I n -� - I - I - (-�I�I-I I I=I I - r N z - I - I I 1' #5 REINFORCING BAR R 1 7/8" �' ll '_ L� 1x4 P.T. BASE NAILER 4"x4" INSPECTION ° D D =1 = = =I =I = ? I I=III=I 11=I 11=1 1 1= I I I • r __-I11 1 IM #5 LAP SPLICE (2) #5 CONT. „I eeJ-" CHAIRS 31/4" BASEBOARD PORT AT EACH NOTEFOR BEARING WALL g - -11=I I (COMPACTED TO - I ° COMP. SOIL.(TYP.) -� 36" MIN. LAP [36" MIN. LAP] MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ =1 - _ _ _ _- - �- _ e r - _ 95 /o MODIFIED PROCTOR ASTM I I II= I �- �� �� � I LI- gyp" MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR _ _ _ _ I ( 11 III II I III "-"'=111=111-1 _ _ - I 11 D1557) 4 I� 1 �-� �- #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE 1, „„Iilj 1 li l l l-i i l-1 l= i''- #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG w1.4xwi.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE e,_ ,_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 „_ ,_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 _ SCALE: 3/4 -1 0 S3 c SLAB INFORMATION. SLAB INFORMATION. C1400 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIE 6 x 6 W1.4 x W1.4 I I 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN _ S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR _ e -_ - - z_ min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _N M BARRIER ; 4 D IL1 D • • T A _ °v GRADE AT 24" O.C. MAX. PLAN AAM '' CONNECTION INFO a - COMP. SOIL. O° - - •v TOP OF BE &LAYOUT DESIGN v e (COMPACTED TO 95 /o m :7 _ - . _ -ill 1 r r i (1) #5 REBAR w/ OPT. SEE ROOF PLAN a - - _ - -_ - o' a . a MODIFIED PROCTOR ' II N � WE S E NCLOSURE rCr 1�-� (2) HTS20 FOR STRUCTURAL v -r -� ASTM D1557) MIN. CLR. r - I BEAM SIZE & I- TH 3" (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK _ 4' I I - CONNECTION INFO A �, ON 3" CHAIRS TYP. 1'-8" 2 STORY 4 ( ) (SEE DETAIL) MIN. -2x4 P.T. U.N.O. PLA PUTE i 2x4 #2 SYP P.T. FRAMING w! SEE AlS3/J/S6 ~ TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L a O.S.B. Z MIN CH O.S.B. SHEATHING ATTACHED PER NAILING 8 FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 w SCHEDULE OPTION #1 P.T. 2x 1/2" GYP. BD. COLUMN LOCATION. > w 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 2„ HOLD GYP. BD. w rM 1/2" FROM SLAB o ABU66 SLAB STEP & RECESS S.G.D. 0'_0° J CONT. BEAD SEALANT OPT: DEPRESS SLAB 5 Y2" SCALE: 3/4"=1'-01, S3 DEEP AND 6" BEYOND ° ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT -- ° a ° -3 1/2" SEE DETAIL 16JD1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS ° GARAGE ATTACHMENTS & 18/D1 AT 8' O.C. PAD FOOTING PAVERS z _ M CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c ' EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. @ TO FOUNDATION PAD ° `r '• " ° - a''�' "' . ' - STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q _ •` 'v Cl) _• _ '' ' -- _+ I I -� -I - r I I I PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS Cl) t" z GRAD a ° ,. . . - I 4 �' oo __ - I ,. �.� bo TENSION 120#) CONCRETE SLAB E FILLED SOLID (SEE PLAN FOR _ _ __ _ Q •. ' : 4„ 6 6 W1.4 W1.4 , ° _ = =III=1' ; x x N '- SIZE AND REINFORCEMENT) (D III=III ° °• = '.:. •, - I .�, ... _ I =11 I - - c '- WWF OR FIBERMESH Z w a. W I I-1I I 11=1 1=1 1 !L .•y. i I - _ cl - - �' a ° BRICK PAVERS or SLAB PER O w w Z 00 -III- ! • ° a - - - _ z SEE A/S3 OR J/S6 ,- , SEE AlS3 OR J/S6 1j 13" M 6 MIL VAPOR -_EE1 - h-� --= I= = 1= 0'-0" FIN. FLR.� COMMUNITY SPECS W i l i l 11 FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. MIN. CLEARANCE BARRIER -1-1 'I - = -III=1 1=1 I 1=1 1=1 =1 =t=1 I=1 1-=1-1-1-1I-1-' I III=III=I == I = = = FOOTING v BEYOND 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) III III III=1 �' - -III-I -I-I / / .. PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 ST RY) „ „ 4 4 •a. SEE FOUNDATION SEE SCHEDULE ( ) FOOTING WIDTH " CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS GARAGE J INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD** PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. Ii S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. Lr& L CD v zo z� z a V) z In CD w -J C1 o �U - 0 w o .�Ln o (� 6 m W 3 ~ E tej� ® N M C t0 M [ t = 0� O O N w " o U � N e d ¢ � LO rn < d B D. n i►�J" N � � U) Z W�aZ z LL U 3, -E 0. L Z p < o in UA a H � E LL U)ME: W?t e cc'' ❑ �� FD all V- C ,fit �- u Fes: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com oz a� v) Q O x U z o V Q z �ozz I„ '„ ' 0Y 00UJ O N ZpZ -J QV -a z o O �' w U o Z r-4 �o¢ � wQ Q ¢�0. o Z Z tT +� Wo�,� o a �j J Z. T-4 LLI F 8Fi Z � Z a�$ o m i Z g W -z aQ o Ck SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 4n0 SHEET NO. S3 -- (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) - 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK VENL Y EVENL E „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" J TO DRAIN 12 SNP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD iV SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD PM 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX -� 1 W/ 8" EMBEDMENT to I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. a, AND FILLED SOLID W/GROUT 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN -j\VARIES 2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16'1 O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT UD W/ (3) Od NAILS STUD 3 1 #5 VERT. IN CONC. FILLED CELL W/ a STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. IN S4 7 5/81, 8" 7 5/81, 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED x x SI%`)ON SP2 w/ (12)10d ❑ NAILS AT EACH STUD DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS -' - 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB IN4K0 BLOCK EA. I STUD EMBEDMENT MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT --- JL REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B 71/v� MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 V ° a 2 a d a ° 4 ° 8STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1Q 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. TYP. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING ( ) PROPERLY. \'—ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) (D OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. M 0 J 00 N i 0 ►E MOUNTING BASE NOT SHOWN In FOR CLARITY SEE DETAIL o = SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE I` GENERAL NOTES SLOPE FORWARD--_ FOR DRAINAGE L-SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL Q w > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a 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. T�Z SFF ��� 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 / A. x - AT 6-3/4", - /4 , 7 ,AND 6-3/8 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 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 48.�PLICE STAGGERED ZZ J-BOLT TRACK BRACKET VWVlA 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 (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 2x STUDS TYP. 00 r SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 G ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 0 \ �10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ 4)16d TOENAILS TO bP 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 •7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM x FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 a NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U a 2x TOP PLATE -in 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. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL('j_N\� SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° a • HTT5 w/(26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° a ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDUl l-SDS2.5 wl (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A,T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED �o I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ° 1 1 In 2X8 P.T. BOTTOM P TE p 5/8"00" "J" BOLT @ 24' C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. ilt PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN (2) PER BOTTOM ° 2X8 P.T. BOTTOM —' D PLATE 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. U�' u L ''j . Ci cD v z M -o z(0 z Q a U) zClV) CD Q 4-+ W 0 •O W T �V) r 1- U o n m N W E or~ p = N [7 rn � cc co N 0 U -"o°O0 o Q in n o u, g- V rn Q o B D. CHDI \� iUl" N �C v Y, .w H "rn Z LU z � NJ 90 inLLo w a � `" a vcnrn 3 a z W � ¢ c 0 N o,�� Z`t7�Attf4 c VO4 WYlow W lf� F_ S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENN/�R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa,com Z rn Za f ad UZ UZ �oLZ a -i Art00 A O'�,o U M W N C]zo Z Q. i Z N_ 3 .0 rl Z J Q ul 2:vJ O '/^ 2,9 Opz <Yr- O 8 = W v O R uC W O-I f V A ` 0 z <z a w W W N �} Q< C C Z 0 W � w/1 LU Q W a Z J rl aj Z Z V a $`8 O tj o O O� = of SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AM ES VERSION NO. 4n0 SHEET NO, S4 I I' _. IIA I I' I SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ TOENAIL W/ (2)16d NAILS SIM. SON H10A w/ (18) (6) 1Od x NAILING SCHEDULE FOR 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE " @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR A?FIRST FOUR ROWS OF 45° t , TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 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 @ 8 -0O/C EXTEND AT LEAST 90% OF ' MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) • —j SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ; • 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. DO 1 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 @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED FMOISTURE EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION rTN� WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. Srj TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS x 7 SEE STRUCTURAL NOTES 1Od x 1 12 AT EA. SP8 FOR 2x8 WALL) / AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL 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/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48"A 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 1Odx3" @ 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 f>L_ () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J N N SEE STRUCTURAL OUTLOOKER @ 24" 0/C ON SHEET S5 FOR co "' NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING ;0°° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION `� OF TRUSSES @ 1 1 1/ " 2"x4" CROSS BRACE 24 MAX. EDGES OF WOOD TRUSSES �° ;° co 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 OSB 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 ROWS OF W/ 1Od 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 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 51l2" LAG SCREWS OR EQUAL wl (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL \ 2x4 C TOP PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) IN FASTEN BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 1 Odx3" @ 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 2, NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) 1 SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" C TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g - = ADDITIONAL INFORMATION. MINIMUM 2x CROSS BRACING Q (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1Odx3" O/C @J 2"xN TOENAIL 6" 0/C 41 RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS 95 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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) 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)1 Od x 3" AT EACH CONN. @ 24" O/C a z • SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" BOND BEAM TITEN TO CMU [1-- MASONRY WALL 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL 1-1 L BRACE ATTACHED W/ 10d NAILS @ '�p 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" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 1171 BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. =MI■IY I, ■I IVA ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS \--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 CD zC) _ o zC� z Q a U, 2-1 U, 4--J w M o •O w U o0 m w �- E — 8 d M r Cn m go Mai N °i O a C__he ono o Q m u, � M a A MD. ^� iUIP N O CA Fv Fvm U Z Hz z —�yy 2 w IX awoR W _ a;�LLo a 90z W 0 m o r, m " f X0 W iD E 0M° <, - C� d Qz= �. . 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 �o Lo LU Wax Zoo Zw�� �gZZ O y N 8� C Z§ i ^, W 0. C) vJ Q U xZ �� �3 N w O Q a J W U = 0 Z 9� 8�o 0 J < U O m 5-off cV WLW. a� �ozo Z Z 01 92 � J V) W Q W Q Z�OZ ¢z8, U 00 0 t.O Z � � g m 4. Z _ ¢£ � .-i a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER*.tlF 1/2" DRYWALL UNACCEPTABLE INSTALLTION 00 DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CON MAX PROPER INSTALLATION 8„ ` DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 X 4 #5REBAR (TYP,) ' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO x4 P.T. LONG X 3/16"� FURRING 3/16"0 X 3" LONG FURRING ��URRING TAPCONS #5 REBAR ` (Tyl ' AN AND NAILED W/ 8d COMMON @ „ 6" O.C. EDGES AND 12 O.C. FIELD 2X BOTTOM PLATE W/ 8d 4" �° O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON. TAPCON @ 16" O.C. & 4"LL111X8 STAGGERED @ 16" X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 2" EDGE DIST, ATTACH 2x BAND PER MANUFACTURE MASONRY THROUGH „ 1 x8 wl (2) ROWS 8d NALS 1-1 /2 DETAIL 3 �� DETAIL � D. 90° HOOK (TYP.) STD. 90 ` �� JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P,T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEBME 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN DGE DIST. TO PRODUCTILJIL APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT x 3-1/2" TAPCON @ 16" 7O.C. 1x4 JOIST TYPICAL APPROVAL FOR CO)OTP'E (2) ROWS 3/16" x 3-1/2" & 4" FROM EACH 71/_ TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING +2„ NOTC @ FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS .. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & {4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 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 FOUNDATION PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR All INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A_A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. = 1610 # FOR 2 STRAPS % ' FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" .% SOLID W/GROUT " 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK Z \11/4" SIMPSON HIII w/ (4)1l4"xl 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 45A DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE �. BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION .'. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. - • '• ' • ,�'' � ' � •' • .: • T SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE FIT ARCH (4)10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN :�` .; CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. .. ... INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB 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 Will 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'Yi" 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 NAILS @ 8" O.C. (2) 10d4' ARCH DETAIL i MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ k 0V TO TRUSS FR TO TRUSS TOP CHORD tigN MIN. 4" EMBEDMENT AT 16" O.C. + �F NOT 1 -011 5 -011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING N JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED `° > p p EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° p /4" MAX 2 0 8 TRUSS + SOFFIT p p D #5 BAR D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON ( ) + + p i0„ p ° CENTERED W/ H BLKG. & BUCK 2X6 TO 2X4 (10) 2X4 SYP' p ° °° IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS p 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 — MONO FOOTING D p ° •p 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 LINTEL7 AND SECTION DETAILS -I BRACE EXCEEDS 24 JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 _ ° p 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL p ° DIRT D TO BE INSTALLED BUILT UP Pi BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 90' HOOK #5 BAR IN p N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y�" 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") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WillSCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY L SECTION @ROOF EXTENSIONrM REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" } #5x6' EMBEDDED INTO EXISTING BOND BEAM � IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON 1 � Z 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER COVER 6'-0" F F EPDXY MIN. 6" EMBEDMENT & U) FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3"MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL w _ A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. p . z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ . ° 3 EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL < N FILLED CELL SMOOTH. DO NO FURROW. ° o ° DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. . n I `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p : G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. _ z ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. n TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL o „ (2) #5 REBAR. MIN. 3 TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTINGFOOTING 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 IA 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. I-W7 F i U F Z m _ o z z Q a t^/)' CD Cl � w � o •0 w T E r— U m p W r— EE 0) M Co M -. 00 U �"00 0 iii Q & N in �� rn Q o ED N �O V UI O (V � 3k 00 Z H U) N Z Etc. Z �M - o Gcl k, Ili CA B �W Q > m� .$ a Cv NJVa_ Z 0c �,Q o LLZ e� ' �'`r`'`' a r, `�u•�•�� '�l�'W�RFD,4E• r � •'• <u • to -r'' OpOl 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. Lennaffampa.gom Z z¢a f< W< M Uz80 ZCzWcr o�Lu Co F© L Z O a }z LL I` a a �3 U = V r, o Z 0 o Q�� uj 0 Zoo J w Q w a Z ¢v,ZU ��U Q Z 00 O Z tj S M O ill W = 2 of rn ,-a a cn a SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO" 4n0 SHEET NO. SS I I 111 "fli ' 1 1 4 A _ YYr r-- IUU L Lr1l-r r 1 r1V VJ YY LU CROSS BRACING DETAIL (TYP.) SCALE:NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS USSES (2) 12D NAILS --- AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 1 Old NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od 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 JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 (TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLAN L. w/ MIN. (4) 12d WHEN #2 SPF 48" O.C. W/ 4 CENTERED AT SIMPSON HUC410 w/ (14) FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO () 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 10d 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 Jx N x x x X--., SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & ON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SEE FLOOR PLAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" N OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE All 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. _ f SCHEDULE/PLAN EACH STUD -TOENAIL ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0'. 'k "k OPTION A s INDICATED SCHEDULE/PLAN BM OPTION B CONNECTION INFO OPTION C w/ (3) 1 Od 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 NAILS AT EACH TRUSS INTERSECTION. TRUSS OR SIMPSOCOMMON B M . TO POST ATTACHMENTr_AN� FOR ADDITIONAL INFORMATION CB H2.5A w/ (10) 8d NAILS 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN „_ , „ ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4 -1 -0 IF 2x DOUBLE LEDGER, BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. 3 2X4 BLOCKING SEE PLAN FOR END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d x DIRECTION TYP. NAILS AT 24" O.C. A a DIAGONAL ,k 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8)10d NAILS • AT 8'-0" WOOD MAX TRUSS iC �C 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 .r 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 0 ADDITIONAL INFO. - 1/2" X 41/2" LAG SCREWS ATTACH 2X4 CONT. AT CONC. MASONRY (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH T & B CHORD BSTEELEARING SUPPORT (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL Q SCREWS EACH SIDE) (TYPICAL) A —A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g Mi. M. DETAIL INTERIOR BEARING 5 PLAN FOR MORE INFO SCALE:NTS rr 3 WOOD TRUSS SCALE:NTS COMMON BM. ATTACHMENT �18 o '°` PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS o TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS OIL VARIES2x STUDS @ 16" O.C. Xi ROOF SHEATHING SEE VS5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR " OUTLOOKER VALLEY TRUSS ti NAILS (T BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE 8d NAILS AT 16" O.C. W/ 4 12d EXTERIOR SHEATHING INFO. 4 O.C. INFO. � SP2 w/ 12 10d NAILS AT TOP O --- COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS 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 ti EACH END ( BETWEEN TRUSSES rn STRUCTURAL SHEATHING NAILS TO TRUSS O 1 ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL BOTTOM CHORD PLATE MORE INFO. LOW ROOFNVALL STUD) TRUSS SCHEDULE �� PER NAILSHEATHINNG SCHEDULHE�E y 2x BASE PLATE W/ (2) 12d W VARIES SEE PLAN / G ATTACHE o FOR WALL LOCATION 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ VARIES W/ 1/2" PLYWOOD ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x _ (22) 10d NAILS OR (2) 16d NAILS TO EACH COMMON - 1 1/2" NAILS TO BLOCKING V "T SIMPSON MTS12 w/ �j BELOW 16" O.C. WOOD WALL MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING @ OR TRUSS. 2X4 CONT. W/ (2)— TYP TOP & BOTTOM LZ SEE PLAN 16d COMMONS y 16 O.C. W/ EXTERIOR TO FLOOR GIRDER �_ ' o NAILS EACH SHEATHING ATTACHED BELOW @ 16 O.C. • / STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO a, / PLYWOOD HETA16 w/ (9) 10d x 1 1/2 NAILS @ - - FLOORING 0 TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C. o p MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. CL MASONRY WALL SEE . h @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE r; 16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. � SECTION aC� FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END N CONNECTIONS TO G.T. EXTERIOR. WALL � SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLErl2SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS z_o z z� ¢ a z V) cD w 4--J �V — O w 2 U o� m N LU f M 9, Ncc -0 M t71 C N LL U � o o ¢0 Ana �Qo A 1 81D.1 1-C tl D C II/F IW)� T, N `D Li z 03 � N LU U 0 03 o �N-Q o t9 Is E ¢ i Z �Q� LU QQ � a o >>0t►lArt,UM El ••• .•Zlz �, J 0 Q•• _ J w Q o n= _ f •• 4, to F E S /Rr0 rnllltl� To the best of the Engineers knowledge, informal on and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www, LennarTampa.com o �o Wa=� zoo �Szz 2g�W }`�0-0J p W ° � © a� QU)gig z0 r z F-- ? u U� -0 � Cn z Z O = � J_ °Oo 0 Q� U0C' N LLJ 0 oa 2 z 0 Z��� LU Ln Ln Q di Q Z =Qz� $o raz 00 # Z to o m d- Z 2 ¢f T••+ a 0 o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4wO SHEET NO. D 1 -- b ►s r 00 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE BARRIER WOOD FRAME CONSTR. O.3 In : 12.0 In TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". (AWEMBLED WINl OR EQUAL PROOF CAULKING KING CEMTR. FIN. IOR z O WEATHER SELF -ADHERED FLASHING BUILDING PAPER 2 RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST 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 1 1 AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head 2 2 Q flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW Ism EXTERIOR DOOR WITH DECK - SECTION A �' CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-l" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD FLASHING THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCORED LETTER ON CHEMICAL O RELEASE PAPER COMPATIBILITY SELF -ADHERED FLASHING (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, `� EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF r ' THRESHOLD SECTION -A (SEE DETAIL WP02) DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rvyonuv�.a i �nvi m.�+ SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING E AM SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) 0 SELF-ADHEF O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING PATCH IHERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER 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 PLASTER STOP THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTi ACCESSORY A a SOFFIT/CANTILEVER SELF -ADHERED FLASHING INSIDE CORNER �Ground� Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH - PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS S�SLIZZI� TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F 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. n r MA 1 FMA/AAMA 200 or FMA/WDMA 250. 1 3 I accordance with FMA/AA 00, , 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 asO# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1 /2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all V .� r, f J U Z co - o to Z Q a IV I z V1 Ut � w U (D-O wc N f13 U on m W p E a pN M N m co O o`V o U -6 IM��11 Qom, ; � no '0a� a Q d B D. , IF �C I" /r- N N W((�nz fi z U) /Z_y LL V ii 0 W -y� .�! Li ' 2 _ O 0 o N E Z.. WC a 'E ce °c ID O C> U O WWW-FDSENG.COM rn O N 00 N 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 z Zg a� fg wa�ir U z O O oaCe �25Z � �g�JW W J ^ J oWW��o U m L ♦1 Q ^f z O v f LL C) z 5 Z D a) \../ LL O L4 3 'a U V� w = � r-I W fu�� �- 0 i-- Q VO�� 0 aaf� Zoo J Ln L1.1 tjj a z 8 g ¢ � 00 Z Z a<S 0 °' Z g z �w ° o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. W P I �A1' I I 1 11'I' 11 11 `1 1 1 L I I I I SIMPSON Strong -Tie inommmod March 20, 2018 Re: Wood Construction Connector Compliance for 2015International 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 07147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method tir 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 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/302018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.strongtie.cc for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. A1�4' Keith Cullum, P.E, LEED AP dwi`BDW Engineer, Southeast U.S. Branch Page 1 of 1 Sm�psoa Strung -Tie Company lac. 2221 country Lane McKinney, TX 75060 Phone: 972542.0326 Fax 972.542.4139 www.ationa6esom < di�f' L±o�alio+s c $ImyYon COg119A a OItNo. Ptr tMA prowlNp. i 3tooltNo. Florida, swowio Prodwstpp R"Uo#" Report �24i1 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-26N H D210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD2163 FL17232.3 ESR-3445 HU2163 FL10856.1 ESR-2549 H026 F1.17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232A ESR-3445 HU410 FL10856.9 ESR-2549 H0412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 H00410 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 SIM20DB03 HHCP2 FL17236.7 ESR-3418 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10458.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2813 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 F1.6223.3 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 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10858.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10858.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10555.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10555.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10855A07 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS28 FL10655.111 ESR-2549 JUS26.2 FL17232.11 ESR-3445 LUS28.2 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-2815 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 FL17244A8 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 F1­17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1415 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 F1­17244.18 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 MTW18 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852A ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10458.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL1G458.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10466.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 R78A 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 FL10458.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPTB FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPTB FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28.2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 TH0412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SiM200802 UPHD8 FL17219.5 ER-02W 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 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NONAMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.01-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermeTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassioCraR, Rustic FL7640,1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 par PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential W ndCode Doors W5 (BX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.01.30.0 psf Clopay Building Products Residential W9ndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors WB (16X7) F1.15279.102 +3Z0/41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 55W 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 F1­243.9 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 HardieP(ank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 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 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17889.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL5527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE -6 -a CD Qi i to _ Fu > N U L O� O 0 Q .� mE CD 0 O (� -C: to O W O U- Cn CD E L Q� L Q 2 Z Z W J ^W W - Cn CIO O CL CL U O SHEET NO. PA 1.0 Fr Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail rigs, dal 121122Dle Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pege3o a 12/1212016 Florida of & Professional R DeparbrlaM egulation Bidldhng Codas and Standards Product Approval Application Detail piss, I x 1 11&2pla Florida DepaMrrd of Business & Professional Regulation Bolding Codes and Standards Product Approval Appcatlon ONal pass,, of 1 Im2d1e �C Cn C t� (� O }F t� L = O � WV � I}1 � �•/ /� ��♦ � C/ V� /R W U �/ O O 2 • s� O CL O O ti a s�1t � 1••�• V O 4-a ,— ♦ y O Vi Tl �1W♦ CU Entlh er 2A1 p� DatebnAw g� Yarahctunr pg01t94 Enplwer &Lleerve YalldaGd By a SYemilgd F&CAPenv,1 Ae MMA Stasis ThWWTM Corp«Mbn Rick Wgrd Lyndon F. Schmid. P.E. Ryan J. King. P.E. 10M 52017 07M22017 10.M82017 12/122017 Approved Caegory: E)brW Doors (419)298-1740 PE-434M (813)767-65% SubCaleg«y: SvAnging Exterior Door Assemblles rlclnt�wMdgconsueants. complanov Method: Evahraeon Roma from a cm Florida Registered Are ad or a Licensed Florida Proh sionalEnginsx FLIlOM,A2 Protluph Duality A.vurarma Approved for Use A-,,,dfor Use Imett Deals, Sepi Prestos Med N. NumberxN.m. Product De.Motlpn Cumreet Ezalretlan Data in HVKZ Duhlda HVH2 $per( 1 a. Therm.Tnr Fiber-Clorsk and SmoaRSter Nominal SWS;8 &quotNw4mpad0 &gM; Opagw 12/3in No Yes No WA Composao Edge F"Jan Singh Door 0. ; X n) NNW code EptpL9c pets, pats Dm P.nelaa per IVanden tlae/auuut pg9taGi Enalnaer iLlnme Valldded By valldetea Iubmitug FBC Appnval A,—d slit,, Reveal" 2017 Thormo-Tru Corporation Rick I6s1ght Lyndon F. Schmid, P.E. Ryan J. VJ g, P.E. 12M32017 12N312017 12/21,2017 021132018 Approved Category: Exterior Doors (419)298.1740 PE-43409 (813)767.65.% SubCalegory: Svaging Exterior Door Assembles dckwarnbldgwnadlants. Compliance Method: Evehlatpn Repot from a com Florida Reglslerod Architect or a Licensed Florida Professional Engineer FLAR0461487 Produde Duality Aasunnp Ao«oyedfWUss AoproredforU,, inn Pact Design Sal product NotlN. Number or Neme produel Deudotlon BULI= Prsa.un 1 a. Therma-Tau Finer -Classic and SmMh-Star Nominal SM9:8 6quotNon-Impad&quot; Opaque 127J12021 No Yes No WA composite Edge Fib.rgh•s Slagle Dar onswlogroutawkg: X aorslgurebn) tQ � Kndkw Do � �'� � As! Yl� 1 gaatr � Ys�k( iNidw la ati AOrsmd Leta Revision 2017 Therms -Tau Common Rkkk Wright National Aomeftsbm 6 Roan J. KYq, P.E. 12r2"17 0a211W 7 122YJ017 Approved compsey; MellowDoor (419) 2Wi?40 MWWPMard kaaute (813) 787-85" &*CMW W aebgkg F-drbr Door Amw Mla �. Carp.. IlMnad: Caltlbabn MadorLWkg coin PtonnuK Produces Aes�.UN Aeor�la Um In Rake Will Product blooLoossog gooklatodmIRL20 hNV1Qgumamn BKIM EJ 1 a BgwLCMsobCrMdqua; rid 8gsotbondnrrk by 6A and!N Omaw and doom Plbwom Dow oth 12/31=1 No Yes No WA Thormsa Tnelkloot and wkboa skwm. brrllg andoubrkg � �or 20 20 20210" 20 A(a YJ� der ie� � Vatldrladar Y� Lam flaA� Amid WS ROYMN 2017 TMrma�Tru Corporation Rids wegia Ned" Aou* MB n a Ryon J. IMg, RE 12/2WM7 09212017 12rAM7 Approved Category: Exterior Doors (419) 2WI740 MwwNx t ktolMte (813) 76740M tabcateaanyl Swinging Ed•rbr OwAss ar"to rid wte0c«w1Mnte. Coanplao Nswad: conaretiont Mrk« Loans awn FLM83214t4 Praesepe, auft Assurance Approved for Use ANInGNow Riga AK9 BsooLgomjwmi lLt= 2g1w1dLI= ammm E� 5 e. iatuatGnoWn81ar8quot wed 8guotSwO m* by W and All)Opagw and MUM ftwgim Door vat 12A12021 No Yea No WA T WMWTne4uat rid WWOA SMeeas. otewog and Outewlop ermr w I'll — la Smooth —Star na1 OLV39;0 Opaque 12131=20 No Yes No 6 f. Thxma-Tau Fiber-CMssic and Smooth -Star Nominal U039:0 iqualllon-Impact&Rea; OWgw 12/312021 No Yes No WA 9 I. TMrme-Tru Fber-Clack and SmoaASler Composite Edge Fiberghn Single Dw metro ; X ear on Nominal SWS;8 &WdNorHm ct Olaxed 12/312020 W iR1a; Composite Edge Fiberglass SlrV1. Do« Onswingrouts vi g; X cordigurs8on) w Yes No WA 9 I. ThermaTru Fber-Clack and SmodMBtar Composite Edge Fiberglass Single Dog 0nedn ; X earMgurNon) Nomkrol 68aK19;8 &qudNonlmped&quat; Oiatetl 12/312021 Composite Edge Flbergtsn Slagle Door n X c oration No Yes No WA • L V ++ � ~_ cu O 0— ^ i..L 14 n. ThxmaTro Fiber-CYssk and Smooth -Star Nomir d SWS;0 edpMNorHmpod&osiot; Goal 12/31=20 No Yes No WA Compost. Edge Floargless single, Do« Composite Edge Finargiess Single Dog (InswlnprOdswerg: X eoMlgurawn) X corn Florida Department of Business & Professional Regulation P.P, «, Florida Department of Business & Professional Regulation Pass 1 of I Florida Department of Business & ProMsional Regulation Pga, or I Florida Department of Burns & Professional Regulation Pas. I or I Building Codes and Standards ,mrm/e Suilding Codes and Standards lmrmis Building Codes and Standards mAm,e Building Codes and Standards vxmle Product Approval Appkation Detail Product Approval Application Detlll Product Approval Application Detail Product Approval Application Dotal BIlNIt� 9e4 Act !!elan Review 2017 tlkNld M V*Idoae and Dom C4I --,: Et IKW DOM Subitalegoiy: Slaiip EWrbr Dow Assemblies Cpaplrlov saeted: Evakalla Report lrom a Pbnda RogkWW Archbd«a Licensed FloridaosipWcev PfoMobnal Engineer lrDLaG gee llkbeG.A.6lewat vrd.e.dav Bolt Slangier Use PAb*t Longs Steven M. IMdn, PE (717) 3664300 PE4T5/4 (717) 317-04U bealaxonYed.anm Ore go 2MLEMMm Nwid" edladd d FBC Amaral OSn32017 O8f112M7 09M512t,17 Qrt AallFGVd tallow? AWN Approved 13t11itZ34 pdkk Ala vela Rowelon 2011 now am M Venda" and Doom Category: Exterior Doors Subcategory: $N ft Exterior Door AssartibW Compliances--1Ewkrlbn Report torn• FloridaFbnda RepYWed AMdWa a • Uwie•d Fbrda Praaabnal Engineer lNWO(at gams LramEamo INWME kt Bon Slalpx Luis Roberto Loma Seven M. Urkh, PE (717) 305-MM PE42514 (717) 317-84M1 bsgloparOfMed.aom are Rik RdLboa a YrWrd awmw d 9gAa[ltr OSM32W 7 011M 2017 0M152M7 Ore hwomm IWO2017 Lull Approved 13t11ii�4 sgda Ala YlOIOw, Ro Wm 201? alWsskrL M V*XW" and Doors Gse9orY: ry: $ r q Exterior Compl Nary: SYd, Etlrbr DoorWilroae YWt*Ewtea aReportdotna Fbrba Rapiswed ArdNad «a lJoanaed FMKMa PmfmsWW Exgklex L1kLa ran= ldekerlLlete YeIWNl & awd Ba1gar Lub Robert Loma Sown Ms, Rubin, PE (717) 9a-3900 PE42811 (717) 3174404 OelarNN�nYWd.ddin Dort ➢err NNW" NOW W1302017 06112017 adLhmd a axe MCAMm Astrid OBM&Mt7 101102017 ANN Approwd Hrl14i1� 226 AIa Yoke Revision 2017 Mombasa M vendors a and Door . Exterior Dian RMort pipet CangaRagbbm Architect FbrMa RrgYWad AndnMal or a Llorrea0 Florida or PrGoods, l Efgbar llwtleLaG gent lmlarLLMM mddm KkC arm Slants, Luis Rolmna Loma Swan M. Ikmn, PE 14 (717) 917-8454 poet gate Lk LkPaomn Ydd" kind FINDAssua lid 0&M32017 011110211117 OMI5/2017 ask hallow 10/10=17 am" Approved gt ,Pmdmb glrklOtdWlrar 60022LULYN ARMUMAbLum uwm Riga "Ban4w Ptoartt awsoLhomm AOKMMAAKHN AomosibLum Used ales EI1lLYaDLGdNa! alaY hawass t AOaroved fair Ua Apowayed karIW Ilan 92" 6tldNa 91elW.Aelmoe AmaadleLlkl A-1 d6, Use ilat gain Lot 3 SERIES 420 ALUMINUM SOD REINFORCED EMOALOUNION 22stuLamboAalk SERIES 420 ALUMINUM 800 REINFORCED OXO 12131=8 In gummLkm No Yee saw" No Bema WA Let 4 SERIES 420 ALUMINUM! SOD REINFORCED ralwaiwaboRLOW XSEs7ff8�A11 �W � REINFORCED 011, 12/J72M8 klmZ OmbW1 W Z No Yee RUN" No Gnetn WA lent 1 SERIES 420 ALUMM M SOD oak SERIF 420 AL NON:mNFORCED 121J12018 IRNYM Cub" No w4w Mkt Yes No Firestone WA Let 2 SERIES 420 ALUWR M SOD emdoLonedon 2200012aboRLDIN � ��NF�OXX 12131rMS gull Okftb& HVHZ No Yee adebw orb Frieda WA Florida Depar4rant of Balinese & Professional Regulation wee, pr, Flori fs Department of Business; & Professional Regulation pap• lot 1 Florida Depadrandanit of Business & Prolassiornal Regulation Pga f or t Florkle Deparbriddrit Of Business & Professional RegUletiorl ova I of 7 Building Codes and Standards ,ASrm a Building Codes and Standards 115rw14 B kiln Codes and Standards ,armle Building Codes and Standards ,m2o,a Product Approval Application Detail Product Approval Application Dotal Product Approval Appkadon Detail Product Approval Application owl 8*t62n4tl Say! Ali Voodoo 11Ymiao[ iAIYCr Ramt lwreatAl2laaa lhWkldkt Rue girt DEM Penaee Yogiod Amhm d FWAp®al gip Aslaaed Sal g 20 Aue Yadm 0kudeau bdww garNt EM*MKAlhma YddWrdmr gore gore RreGlalen Yarrd klamw EIGAaaer gore Aesmrd Wag 9jlW24td Setae Aug Radon IYldekm LLLr garm Mooddldkl gore gore Ydltlald Adam d Ori PGFAm 22k fAgAa®d Aaa®rd Leda MUM 226 Min voodoo llertialaw iolDLr gars& CmlortALloene I WO" Rue Lie artanam WOW momm Fee Approved Ore AarYd AN" Cn Revision 2017 PLRI§275M Cooper, &Aft Prodiwb Cam"" Caselarr. Ederlx Dore e1ACabearY! SedWal Warlor Doan Aaartlbar O.R.R.Weak Classification Mark or LoansCamgIries Preempts Men tAealarllel0 1111e111k Too** Sonlow NA, Oxy pkwdw (613) TM4 = ka. (513) 5194M b-csep 112a2017 WOW? 12005=7 Approved Revision 2017 1GOad! Clem Bueag Produces Company Coutory: EA 1, Door Subcategory: Sections!Sections!Exaadw Door rrMea A Waxed: CertificationMark« Lisbg Mark VVa@W%b I Teaks Barvieer NA, carry Kohut (513) 7704M Imp. (SM 518-6886 �.bga ,ohl 11292017 0M10rm17 1265=7 Approved RSVNM 2DI7 M Wedcen and Doan Sueg DaaIPNlafia N.Sod:EwknWarn RopM atom Florida ReOistend Ardlaod «a l.keireed Florida Professional Enpkar Bnm 8agar Luis Roborb L.p11a ON an M Uridc PE (7 17) . 081132017 O&M 12017 O&M62017 i(IM012017 Approved Povistri 2017 BPride PGT ktdwtla C•arPena• MWmd: Containment Mrk arLM" Dean Ruck MMMAede SCCO - CER Mbn*Dedv BCCO- VAL doom 11 O=? 1l IrA 017 12r.WM? Approxed 9aRaAeeeoa Aboravedtafde Amroved for yu lama Riga OMMML&EN m Aeemrdnxl4! Approved far Use bwo gem alummakfmamk 9AM&L aNma Aaenseradialhe Approved ho Um Iran kdm CU Will 37 037 W6.09 PRSF. &R1: 84A, W, 73, T, 1500. SC 78, 420, 568. oss. BRAT, 8R8F, MST, 4&, R 56, Ili, 428. 568, ODES, OD68V, OW, OR6SV, AR66. AR68V, EDB8, ECOW Steal Pa (re. 25 ga.) Geop a files t 9'0" wise) 06212028 YMNDCOOPda174; Wit Oars Do« InNvZ 99MOR W No Va auk" No Powers +SO P8F/d2 P8F AMA !f9 pipillead 063 W6.16 PAN-2F183; 64A, Ws, 73, 42 . 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CODE pa.) 4; INS Car (92't ib'0' 05212028 aide) WeACODEM771; Wit OarnOn Door klmZ 9raWlmZ Re Yes Adshi t No Plain e30 PSFp30 P8F ffig B aPoE6 420 ALUMNUM 86D REINFORCED 9mdIlY.AWaee SERIES 420ALlNerUM SOD REINFORCED 700( I2731f2018 i43&qjoOM&Wot Ano�U" Amomwdf kiImR No Wk flat lS� Yee No Lora 1 NIA Am" 10 SOD4670 (Cups Misty k1gnW gldurlaololmaaYe Vinyl SYdr OYRe Door 04f142021 htmQ QNNkkjmlz Va Yee siddew Yes, P- WA O Florida Department of Business & Professional Regulation apse 1 d 2 FlwWa Depar6nerit of Business & ProMsiond Regulation page low a Building Codes and Standards vi 2o, a Florida Dleperanrlt of ftid tees & Professional Regidation p•pe, or, Florida Department Of Business 8 Professional Regulation P.p. i or, a as des BWldhtg Codes and Standards IM41018 Product Approval Application Detail B ilding Codes and Standards im20le Building Codes and Standards ,mwill as Product Approval ApWAdon Detail Product Approval Application Detail Product Approval Application Detail pgd! Enuey or t)W tmit Prt lSti� $I1fII>!l! R�,w-b Iygt Y!G&)90 Ynhcnr i9DSt9i EnalariLiceme ValldetedBy . Validated Submitted FSC Ap,,,l - Apr,-qyed list" gga Ape Yekn RsrisWi 2DI7 meallatim WRRES Division of AADO, Inc Owsory: ExWbr Doors &*CWg W EsWbr Door Components CaapNaaa M~. Crsingni Mark or LMing Ease or gain LmmELLU ! Yalomm Dedic Dew UL LLC Ted So ., PE (641) 494.28" (306) 86e4707 dawdedWommO m in are Rue 20Ea" Yddrd Licht l§f4Aee®d 11/3002017 lOrAM17 Rik awns i 12ffl&W? Wag Approved R• Wert 2017 FLa117499442 PISAueta Ml YJkrdmvs and Doors Category;Wdmvs ewcalegory: Singh FMB Compliance Method: Certification Mot or Usling Brem same. American Architectural Stevan M. Won, PE (717)361,3300 MCMeclunr9AsrocWian (717)317.8454 baBWger®snlwd.com 2wlwxa&gmmou 1229=17 12M32017 Approved for Use Approved for Use 01/08*016 Idagggt Appro d Bala, sold! Ace vela Rewbn 2017 Masks[ Clam Bdiar Products Cam" Calvary; Exterior Dom SWC@egW Sedbfal ExlwW Door Assembles Corp.. seead: CoMBMIm Mark «LWbg todeLr gait l.orrkAllewa INMIU S Mark V%$Wk10 MMrNk Tsedrp SW*N NA, Gary K~ (513) 7704M Inc. (513) 5104M -wodwftwodopoy.wm Lk Rua Yard Laltled 1112912017 0M1020/7 RdeLbeem gore HgAmmd Aee. sved 12005=17 Sal Approved pea Asa vwmpo RevlNon 2017 belideka Clem BaNMg Prodtools CMOs" Category: Exterior Doge SiubCasegery: looted Exterior Dow Awasardsles, U FNrice Wow* C Fmbngon nark w uo" l ww or 206M ZMdBIKAlba book Jea nark V%$Wr%M Ws Toakg SWAM NA, G" Pk*hW (6113) TT04M Im (513) 51045M m.eswdwdocbm.aan Role Lk 111sat2eo.m YNWod LC®Wd 9gAnonwA 112g12g17 OSMOM17 gore ANamlud 121011020117 Lora Approved a — FLM,tl7JA PrpBah tor• product NedN.NanDar«Name Produetthehri lien Contreel Esplydlpn Dete 11111 li Dublde HVHZ Resistant prv.... Lnt gmdbA�A GiOaRN§dw n 9aatlhds.aark uM AmomwWSalhe inNVNZ gdalal= too amimm Lora Gesau 2 185 SH 52x84 Favf" Frame IGASG Single Fkmg 10A9W Il No Yes No +6N-60 Lit g mmLAasM" GnOaaerala f Aat�.ise Aa�tl talmZ 4Walmli mLua aier .uakwt Riga Gene Let [oYaIIaaodrla Asserted k[l4a Approved for lotmZ 9daWetifAZ atalt fifth" Lela Gala I WT. 707, 727, 747, and W Single, and Palm of Doors FMWn, Gained, and loured ektpM old pans of 121312026 hobo, now door. Yes Yee Ya WA a 085 MOM PAN -VI ft.73, 75, 84A, 04,42 48.420. 486. 4RST, 6RST, GOSS, GFISS, ARBS, EDSS anal Pan (mix. 25 gal) SingloCW (up to ev Woe) 0521r.= VA NDCOCE&8174; We (longs Door No Yee No -38 PSFI-42 PSF 102 102 WWS46 PAN.2F151: 73, 75, SW 94, 4Z 48.428, 488. 4R8T, 6RST, Goss, ORES, ARSS, ED68 Seel Pa (min. 28 ga.) DouOte-Cor (Wr to 167 0621=11, wins) VA NDOODE69174; INS Gerage Door No Yes, No +37 PSF/At PSF O Orl 8 Department of Esusiness & ProfessionalegU a on Ppge 1 & 1 Florida Deparliment of Business & Prohesioral Regulation Bulb Codes and Standards Pi• 1 or 1 imrmie Florida Department of Business & Professional Regulation BulkRng Codes and Standards Pqa, or I ,met/e Florida Department of Business & Professional Regulation BJIWhg Codes and Standards wp•, x, Ir"Is Building Codes and Standards Product Approval Application Detail 12112J2018 nW' W Product Approval Appleadon Detail Product Approval Apploation Dotal Product Approval Appcadon Detail pgdt Epg(LgL Raft pea Data Pend- tybm(tad FBCA,,,,al pia 692CL g ILeM �1'IRI )ice BANAM gga ug AXINO RerWoft 2017 M M/kndave OW Doors Category: YWadoera 61ACateaeryI Fbted CaanPlaaee Wand CaarNorla Mork or LYag �ar gamr Lmlaer.Altewa YakWdJlt Bnm$mftw MMrlcui Ardib*ml Salon M. Urn, PE (717) 305.= Maiadach nwelAaceisbn (717) 3/7.6464 bamegal�lllkld.1x1111 RW 20 D lfiWeld albol FOCAmpmrr /713120/7 IV312017 Rue Aadmad 011042018 low Approved rd o AVersion ct Revised, 2017 matha w POT kwustin Caegory: WYdoaa 6mC WN oW, Fl ad MM«k C dNtmbo i Mark « CanpNrao Cletus lwatat gaunt ZmiaaALYson YddWYdkt Dan Ruck MismFDsa SCCO-CER MIam4Dado 8000-VAL (941) 48"iOl) (7W 315-2a0 d b.uarn gut go Obb Pun lm YfYald dlkd PW Approval LAr 12MOW17 17N6=17 pre 7d 17252017 Lull APWO-d side Aversionlea Norman 20t7 lfktirr POT kidobts Calgary: Wrnao" 67MgteaorV: Sags Nunes cdarPNania Woad: CaMllortlon Mark or Liner gawk✓ lmlaM� ri rAL199MLK Dan RuMc h§wnF. dv 8CCO-CER karrlFDedv BCCO-VAL (941)4864100 (MM 315-M d W.oxn Rut 20 Yaldot lllhrlld 12*0I1g17 11DM201T ReftENUMS girt P&G AssignedAd irlsw77 it" Approved Revision 2017 FLen638t476 Pmmxde AS Windows and Doors Cxegory:Wndows Subcategory: Horizontal SIMer Compliance Method: CMirldlon Mark «Listing Brent Sitting. American Archeedursl Steven M. Won, PE (7M365-33M M—datm us Association (71T)317-8454 bskMger®mid.com DpalltY Aeaunnea O V212018 01A32018 Approved ter Us, poprowdf«Ua 01222018 10aa9Y Approwd plalaa � \>�/ O [^) ate Produet Medal. Number or Norma Product DescdNlon Comraet Eznirdbn Dah aL.�Yldt. t2Ysse.HVKZ Resistant l:Garde �\ Nat EM&OLE29mahmmKBLNMEoiaJklaiaw gaoar aNa AparywoolA'Lua qua In NVNZ 901OLMI Z how Iadtiar godw Pnela Las BroAUALBakdoLow lho Approved Jet IDe wmvm 9dkide.lmZ MEN Refidi r gm" Peak WA GmedgAmo rim SesOatLmkiNmmk Appeared for use Aqua InlA11t grNOe liar NVW BUM" 21 Goo O 7 HS 108 Fin and Flange Frame 73x:62 Insulated Gins MM62019 No Yes No +65.156 CU 1 1as PW 73 x T2 Irierllaied Glad 04 V3IVIS No Yee No +6M40 9 FW-= (Rego MMW bow) Vinyl Sam Whdaa 04W3a2W0 Ya Yee Ya WA 7 M48M (raga tBaM kryoom vinyl Single Itng V*Wo v 07r-Gri 0 Yee Ya Yee WA C b--d O L V U) Florida DepaMant of Business & Profaabnal Regulation P.pe, or, Florida DepaAmant of Busaaea & Professional Regulation Papa, or I Florida DepaMnant of Business & Professional Regulation Pace I d I Florida Department of Business & Professional Regulation Pap. i a I CU B fidhg Codes and Standards ImAmle Building Codes and Standards INWIe BWWhg Codes and Standards ,mmia Building Codes and Standards ,m 2dle Product Approval Appicadw Detail Product Approval Application Dehll Product Approval Application DNali Product Approval Application DMal l9tr� Htlgtigt� Fug+.R+, g W rat Ala mamma Revision 2017 Yeliort Tlwma-Tfu Corporation Clasaory: FJl- DOM SubCaeomr. Baklpkg Ex %KW DoorA$NnibNm Comiplrtce Ill I Ewk*W Report tom a Fbnda RrisMed Amhftd or a Lkw*W Fertile ldleLr 99mt lwdar3ikaae Yalldtdkr Rick Wright Lyndon F. Sdankl P.E. Ryan J. I(I g, P.E. (419) 286.1740 PE-43b0 (613) 7674666 lckw& atldpaandtamw a0m girt ask DMN pwwbe YANdat !lipid FMA,,®d 10115=17 10MB2017 10/12,2017 gore ammmd 12M2=7 M" Approved gdf Aue Yelise Revision 2017 tkakaoc &I VAda - and Doors Coarser VA Bowe 6u0CeYgry. Maara 1airl" Mesa* Evaatiot Report torn a Fbida Registered ArdAW or o lhaesd Florida It ON" goad IfaWod.kl Bnm 8aagsr Luis R (.arras, PE Steven M. (Aldc PE (717) 366.9300 PE42514 (7M 317.61S4 bmdnpwoffAe L— go gut BoLboom )hWefd Alidad 9gAa®d loam17 10`162017 I0MIll Rife ANruaud 11121mt7 Wag Approved fa90a Ape lhdra Revision 2D17 PLAM4tit.Proilk jistalleadiX par kwulmn caug«y: Widows 6ubcaaa9orY: most: CaaipNaia• Yseoo* CoAWatloii Red or llraq lrkLr lmketilieeme YeWrd.kr Dan Runk MMmi. ds BCCO - CER Mri 1-D BCCO - VAL (Wt) 4864r100 (78M 3154690 Ontedx nduAis•.ppn no girt YaWekd LkaWW 124=17 11115=17 2OLa wan Rue I72Aamd Aeamd 12A0arm17 Real Approved tmda Aug vela Revision 2017 mmukam Jones Herdis Bulling Pwdwb, to Clasper. SWCmbg Pais WRY 6uhCSYgry: 8MYg ue Wend Evolution or a Report kom a Fbfots RepisW W Ardead pr • Uniasd Florida condo Registered Llk s gskkrs LaoLLU ne xd*im t PI sodwq 2)r Ronald I. CgaM Jdm Soahard, P.E. 1 (362) 367.2828 pkgsker.xhumlrraalw dls.mm Rik Lin RettCeoron Yo)Wrd Laals" PWA=md 08262m7 Oega^m17 0828/m17 Rue Aligned 1«1a2017 WW Approved W � M Q Z Z ProknaWnal Entims m Probuww Erkar Pmbabf W Enpkax BnAliamwNum Let gwmlAmmm ! lies Approved IN Aasea(dm[Us Inlmli Coastal. mvmz Melral 21ME Dare g Lnt gmdkAallooa AO ua Approved far Ua in NVNZ glad aasu llaf�r awe Elam Let 2imillIKAdawassit f uaaalk eo,,,d far Ua Aae,dJd4a !QJ>Y!Q 9Mda lmsi liessal sow= gda EJ 1 wu formDoorsaimWanwm AluMmenMull" 014,15 II1 Ya Ya Yee NIA Lag Codes, A� bodUL2mmlmNm Ali �7 AadgtSde klm>Z arrklmg bran Ural 21MM Gera 1 a. &quoCFbaCteeabLpuak, &quot&noodaw&Mfok, 8&$W$ &qu0klogod&quot Obad Fbgisa 12131=21 Me Yee Ya WA 2 6764 Vertical Altadrsen MuNon 12J312018 No Yee Yee WA 1 Cwnplak Les San Hewn rrwt lap adhg 12131riM Yes, Yee WA WA SHEET NO. Rneeragnl0b ie artiest se &quotCbnbCmft Single Door - M or Ouibwkg Ca dVar0 n PA 1.1 It'll 1 11 1 1 I I, — — '1_ LI _ _ _ N L Florida of Business & Professional Regulation Building Codes red Standards n2 Product Approval Application Detall popidl I m/s Florida Department of Cod Business & Professional Regulation eg Product Approval Application Detail Pp05 d8 Dsper4tesnt aped F� Building Codes and Standards R �t� Product Approval Application Detail lice, a, tAw/e Florida DepartmentBw'Idkega Cedes and Standards Regulation Business & Professional Product Approval Application Detail �iam+e Cn � � � }e U U p +-• /1L �W CL O O 70 � � m ^ •� V � ICU A! /O L C 2 0 Q i� ,O U— (� O _ •� 0 Co O ^` V,J vi (n (Q > O ^ 6dl1112�f Sean CEtlltRik k id 2m1 he risers sow tOdUKAJ.fem mdmd" yddad Qai.lYa PWA■■d AaEe11e 29" RorNbn 2017 James 6du had Bu6alq Proob, Inc,Pegstroe Zhu P IWd 1. options John aouUrd, P.E. OB2Q2017 06rOSQ017 0828r1017 i W102017 Approved Calaaory: Pala) waft (6011) 340.2627 PE-2412i (362) 367-2626 subcalepay:$WN Carpermse Method: Ealrtbn Report from a db.com Fka RogierearodArchbodoratUcenatediclorldo PraEOw n0l"I�[PJJWra! QmdkAt Aaa■nL&ft AEe Ye ItMIM gW■ fa2 ode■ S 1. HM oum*b ""a &sllaw Base■ 2 111xdWlaa tap 8kamp 6Wr-cams top oMng /2A1/WSO Y" Yoe WA WA 19a111@Bi raft ldkla[ 2dt 20 DIM Pending 21t Liu v w- ! 2Maam CoaWrlLk6on )WNNN ( iddow LWWO BIQABRMMV AEamye a" MI ArAwo" 2017 vvkwSm wm am Door artt saver or Luis R Law, At , PE eleven LAloh, PE lwnMI7 ioliemil 104AVA17 12M22017 Approved cowpory: W Wbwa (717) 3e633W PE-026/4 (717) 3174454 srlbcalwory:Musette WahpsromeM.com CaalI N MCMod: Eaeedon Report ham a Fiends RopYrred Ardreet or a Llamas Fhrke PE Edfo[LA,,,,df U- ow now 2aaBetAe1■m AB�Y ma S al� i0,11""M smajam dlmi■ 2 6764 Yof"Alumiman MWbn i2IJ1/2018 No Yes Y" WA GA3311 2e! EolYuEt 20 mk ➢MLB■1■ Belo Bete lh.l■ Illrsamlot 200a amMMrsAlktoe v.uareda. Ydidd AmbmEM MIGAnxiest Aaarsre low Rovbion 2017 PaT kw wln Dann ROMk MW&DoM BCCO - CER MNW* Doce S=- VAL 1200502D17 1 im62017 12/OWM7 Approved swaes eYYtdosra (941)186-01W (788)312i•2M0 eoOCd•sal: Muawrle �.aain CeepBrro IleemOd: CerBAOallarm Mork a Llatlna AtonemeforU- Woo IItll■ I MuamoforAADWIardWtebwe Alin 1n10112 AtrsYes 9■Mrot PJ>surse Y" R 20kM limktal mk mid RdLbo" gus Drat ri� lY■YOIsu 22c m EmlmciYem YYIOMYLk( Yam1e 11law FWAurmd Answered Isom rate Rawwon 2017 James IBUk§V Products, kw. PkmpeteOff"a getter Zhu Ronald 1. OJohn aolalerd, P.E. o8262017 081 00017 062&2017 101102.017 Approved ComlMon Para Wab ditto 349-2927 PE,24121 (362) 387-2828 CaalpBrloersserwd: Ewkrtlon Rapmfrorlm a de.00m FbMe RoptsYrod Arch) eat or a Licensed Florlde E0esr g j QMNLA� annual ADO lk! taaltt lied■ W! S lelOQJz 9taeddo HYFIi BONO na■ae 1 Carlo" Lao Skip am-comau lap sldev IMI/020 Y" Ya WA WA Florida DepaMeret of Business & Professional Regulation Building Codes and Standards Poe 1 a 1 lanwls Florida Department of Business & Professional Regulation Building Codes and Standards pp.1 a+ 1am,a Florida Depsi bnert Of Business & Professional Regulation Building Codes and Standards pope I a+ 1/6001e Florida Deprbnrrt of Business & Professional Regulation Building Codes and Standards pose 1 a 1 /16201e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Bt1211i� Lift Lar 21112 mk QWPendbe Ric I9 Raab EaWLg 21! mM 1211aPJhoOoa ones 111101 EBik19[ Rrtit no mIJAssaaa gals FLOIDJUAND rase arowor Grit mid Dole Pending mil Beet rirska ENNbwet Smekm lrioorALrmae YeliaeOt Yakllle BeldBetl FOCA®®fl A®rsa ton hu Ikrsloa Nawbal■t fealam EOakMiJlrs■t 1klYaleBet )reldmm alAelle EIGAwMMM ammum lign hat Norsk! Ilmtdr■ec 9mk6 ElaYrcAlLaOe Ye10lMtAr YMeete lmbmbla FWAa®at AEarsaad am& hu Ytml■ YmMkohm alamm I7GAEa®al Ao..lead moors Review 2017 James Its auseq PmducM, Inc. Celosay: Paul Wells swcaYpay: Sift Nnpe" Zhu Petals 1. ON" John Southard, P.E. (OW 340.2827 PE-24121 (352) 387.200 WpaenD•> lamoeber 08262017 OLVM17 08282017 10/10=17 Approved Rev4bn 2017 AIolde cobawy: Pw* Waft suuCaYaay: Soft Nick Thompson Lyndon F. Sdw*k P.E. Ryan J. Kemp, P.E. (330) 82 -nso PE-43409 (813) 7674M ntlronMMs.00m mpo� IQM4r2017 100032017 1 W112017 12n22017 Approved Revision 2017 AWdo Coa6pry: Panel Waft aub0aYaey: Souse Mkw Mw pom Lyndon F. Sd.,Wt P.E. Ryan J. Keg, P.E. (330) 922-2366 PE43409 (813) 767-0666 natompoenpabba.cem 10004=17 1093r2017 10MIM017 12112=7 Approved Rev d.. 2017 OAF Colegory: papers au6CNeaay: Mna Asphal Sees Mkdwl rely Robon Nknobw John W. Krwevich, PE ) 7WUi1 89166 moastmaj carom (96q m41224 0927=17 0a202017 09/21112017 12/12/2017 Approved LU Cowellamoe Madved: EakrOon Report from a Florida PeatsWed Artllbtl or a Licensed Floods Probubnol Enalnaa dts.aom Coapaeoe nMethod: Eam krtlReport tom a Fiorlda RspYlord Atchbot or a Uomeed Florlde PrpMsebml Enakra CougarrsSletwa: Evakrtlon Rpon9om a FbrMa Rrlptsaked ArddW or as Lbmaed Flores P1wbWonul Engineer ceslPliamae Messed: Evokrtbn Report Iran a Fonda Raaklered Archl" or o IJew ood Fbrkls ProbalormY Eoeksa P-011 hat 91a10(aW Aaatoved 1, Lhw Airwaves far IILIOM 9aYMa1BdU MOM &Ikw 2mm Pam■ B 9WMLAeI■ml ongak Aaat.WJW Aaae»ved lalOBQ for LIM, ling tlYlY Moslem 21MM BOSI 20111Aw■m MIDIN, A■noved for me Airwaves! for Mae lead Resistant gel■ IImI■ aAwasubeft !e! 900LAa S MYon A,,,,,dJttm! 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P.E (253) W2444M wits 83g-/314 01114 017 0&20M17 07A3/2017 Approved Robod.asprbQaeywlna MnhCetolial Engkrsred Lumber Robert.8aMri1®wsyelhe ewer ism 0ornpNemlM reaab Evaluation Report From a suracoan Product EvokoON Erna gmdkA ■oho AMEEMdJNJM AIRMMdBKJM ft" Fed■ 9rIleLAammoM Asionfived IN ice ANaroNedfor lMt friar Miss S 1ot00ii MNordttonti balm" &Abm tree,■ LarntnMed Veneer Lumber 03/31IMS, No YM WA WA 2 P*MYAM PSL Parallel Shard Lumber 03/3i2M9 No YM WA WA Florida Department of Busnsss & Professional Repletion Budding Codes and Sterdards Product Approval Application Deed Palatal /412018 Florida Department of Business & ProtasEiorwl Repletion Building Codas and Standards Product Approval Application Dofall Feel Maxie Florida Department of Bwinest & Professional Regulation Paw 1 or 1 BtiWig Codes and Standards lacaoia Product Approval Application Detail 296 EdhL9t gum tab 20LEMOR sib ! 21m ABOL91 tab olio paw Pleasant Mlle GAUV4M Sam EogMLi[ Fate 21M Maeha" tab Lmt YMYM m mmpp■t GROW EmbMLALMMM 1hIIiam mom" !(matron LGdppmrA ARRMM alums Lisa mom" Emmugu t Sato Et>darcLYMor mmwdum Yamabd itrmron Pi9Aa1@al ARRMM mim Lra YnMM abriam rams EoobuLLLi1MM Y1amMdet Y1■11W allamO FWPA.1 tr hmtmrd tram RWMM 2017 1Neytehaeueer Rob BaMab ICC Evaluation Benito, LLC Jame A Ro6eoan, PE DVZM17 OW207017 07103/2017 Approved Revision 2017 Wayuha - Rob BoMab IQC Evaluation Soviets, LLC Jarfas A Rcamee, P.E. 0622/2017 0110204017 07A MIT Approved Revision 2017 MNyad-~ Rob BakhM MA) Evedustlon Service, LLC Johan A. Rrrhman. RE 08/222017 0&200017 071032017 Approved ca"Wr. gbuMrM Conwono8e (253) 9244476 M" S39-1344 Cawgar: structural Canwarrrb Wabcalago n EnpbesteciLanber (253) WA4470 (Sat) S■-1344 R� ScbCaMew. Enptraw, Llalfififier ptabMtBal 7MvMnOaaYwlu (S08) 539.13N MubCmlmM: EngYlMnd Lumber RoberlBaMMnOvwyerNa CaawMervoa YeNab Evaluation Repot flan a �.� Malawi: Evabatlon Repot a . CMparlM... , Evak"m Raped horna eMar.00m Pro" livakragoa Eedy ftafifiur�ifial Pleases. Eva uation Product Evaluation EMS B.m Prodct Evaluation Emily 8l�rrb 9MlbalmmM Alternatives 9,Use ARKONUaahe Lot r In HOE ouselabiffifile boma 22" dMMMM Pmr■ tW! Annotated 6,U- E 1ookuLialkdss.20 In HVHZ ouwmoHAli aomd L1MIm Bohm Ema11■ Lad 9MMLA1m■1LM AowMteiINUse &UMMI.MLft bw Dow PFodudOmminOm h100>i asokkmvm &ilmot met■ 3 ThbarBtraed LSL Ltepmatod Street Labw 0313irme No Yet WA WA 4 TJ Ben acted Structural Carpale LMW or Oriented BBerd O3/Si2Mg No YM WA WA 5 WeyerMeumear Popp Bawd oriented SYarld Board Rtrn good 033Irmo No YM WA WA toted men Board looLgam Amelasok Florida Department of Business & Professional Regulation page t a 1 BLAdkV Codes and Standards Iffim3 Product Approval Application Detalt 29m EombLgt Lisa Ynho aMmmm■t garoar AMMOKilhlppa Y1■em m RMWon 2017 Camrmcw owwob Pmdl mLw-. Robert Oft THUY N. HUYM JOM Hqt' 1aM0, 1: structural CompoMrBt (813) WB 7707 PE-40122 Milli Wubcabgey: Prodcte Inboduad M o Reaua of pmcae%wAoroyatm.oam Nov Tectvrobgy CoalwarlM WIlvetd Evekaeen Rapaml from FWW RArchleM or a Lbwmed FlorMe PfeiwiwW FJpInMr tab 216 MralJlo um !hd YMN" AlimMtl FECA=S W AMBEW LWm 101142017 10113120117 IDUM2017 121122017 Approved andkAmwmm Approved heU- A9wraWhLNe ]mom 21" ffit Preduct Model. Musellefifir or Nestle promrdlhntlWpp gmdmdEnbft2dt try HYM 4W61M(IY ikrkbw Pressure, 1 Quality Pascal or CeelrrrroW concri lle Prodwi ProcW and RMbaMaO Come" LYnam 08211,2024 No YM WA WA Lmtyarslon Manufacturer Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Category: Roofing SubCategury: Metal Rowing Conlpllarce Method: Evaluation Report from a Fimda Registered Architect or a Licensed Florida Plot essdmel Engineer Product Mode. Nmabw or Name 1 0.032&qua; Aluminum 5V Crimp 2 0.032&qua; Aluminum Gum Lok 3 1&qud; 24ga. Gulf Snap 4 1&qua; 24ga. Vorsatoc 5 1&qua; V-Lac 032&qud; Aluminum S 1.5&quIX; 24ga -Gulf Snap 7 1.5&quIX; 24ga. Versai-oc 8 2&qud; 249a. Megeloc 9 24 Ga. Gulf Lck 10 24 Ga Gulf Seam It 24 Go. Gulf Seam 12 26 Gs, 5V Crimp 13 26 Ga. 5V Crimp 14 26 Ga. 5V Crimp 15 26 Ga. Gulf Lok 16 26 Ga. Gulf Lok 17 26 Ge, GOPBR Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 2 3minie Entity .1 r 2Ae 2At Date Petrofina 20 Contact Encdnw a License validated E Validated Submitted FBC Approval Admired Sam End David Daniel S. Kuhn Locke Bowden P.E. 10JI212017 10/102017 10/172017 12I122017 Approved (352)498-0778 PE45519 (334)300-1800 InfoCgulfooestsupply.cam Product Dasalodon Mn 0.032&quIX; 5 V Chinn, Alumnum Roof Panel over 15/32&qud; Plywood Mn 0,032&Wol Aluminum Gulf Lok 1S&quoL Wide Roo Pane over 15/328tqud; Plywood 18,qua: Gulf Snap 24 Ge. 17&Wd: to. Roof Panel ever 15A2&qua; Plywood 1&qua; Ver-Loc 24ga 16.5&qud; Wide Roo Panel over 15/32&qua; Plywood 1&qua; VersaLac min .032&qua: Aluminum over 15/32&qua: Plywood 1.5&qua; Gulf Snap 24ga. 16&qua; Wide Roof Panel over 15/32&qua; Plywood 1.5&qua; VeroaLoc Mn 24ge i6&qua: wide Roof Panel over 1532&quot: Plywood Mn 24 Ga.2&ova', MegaLpc 18&qud', wide Roof Pane over 15=4,qud; Plywood Mn 24 Ga. Gulf Lac Ill Wide over 15/32&qua: Plywood Mn 24 Ga. Gulf Seem 16&qua: Wide Roo Panel over tx4 Wood Pudins over 15n2&qua; Plywood Mn 24 Ga. Gulf Seem. 1 3/4&qua; Snap Lock, 18&qua; Wide Roo Panel over 1532&qua; Plywood Mn 26 Ge. 5V Crinp Roof Panel over 15/32&quIX; Plywood Min 26 Ga. 5V Crimp over 15/32&quota Plywood Mn 26 Ga. 5V Crimp Rao Panel over 1.4 Wood Purim over 15/32&quo; Plywood Mn 26 Ga. Gulf Lok 16&qua; Wide Rod Panel over 15/32&qua: Plywood Mn 26 Ga. Gulf Lok 16&qucL Wide Rod Panel over 15/32&ova; Pywood Min 26 Ga. Gulf PBR Rod Panel over 15/328&q IX; Plywood fLdin Assuance CmlraIX Exdratim Date 04/122024 Approved for use In HVHZ No Approved for Use Outside HVN2 Yes Impact N/A Deal- PSI! -NIA/ 108.SPSF 0411212024 No Yes N/A ` N/A/ -116APSF OV122024 Yes Yes N/A +N/A/--131.OPS 04/122024 Yes Yes N/A +N/A/ -138.5PSF 04/122024 Yes Yes NIA +N/Am -101.OPSF 04/12/2024 Yes Yes N/A +N/AI .116.OPSF 04/122024 Yes Yes NIA +N/A/ -123.5PSF 041122024 No Yes N/A +N/A/ -1085PSF 04/122024 No Yes N/A +N/Ay-96.7PSF OV122024 No Yes NIA +N/At-93.5PSF 04/122024 No Yes NIA +N/A/ -10&5PSF 04/122024 Yes Yes N/A +N/A/ -166.5PSF 04122024 No Yes N/A +N/A/-13l.PSF 04/12/2024 No Yes NIA +N/A/ -1565PSF 04/122024 Yes Yes N/A +N/A/ -161.OPSF 04/122024 No Yes N/A +N/A/-63.5PSF 04/12/2024 No Yes N/A +N/A/ -154.7PSF Ater a Rodrxt Model. Numbr a Name 18 26 Ge. GutIPBR 19 26 G. GuIfPBR 20 26 Ga, GuIfPSR 21 26 Gs. GulfRib 22 26 Ga, GulfRib 23 26 Ga. GulfRib 24 26 Ga. GulfRib 25 29 G. GulfRib 26 29 Ga. GulfRib 27 29 G. GuIfRlb 28 29 Ga, Gulf% Search Criteria Code Verslm: 2017 Application Type: ALL Category: ALL Application status: ALL Quality Assurance 6MNy Contract Expired: ALL Product Description: ALL Approved for use outside NVHZ: ALL Design Pressure: ALL Date To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description Mn 26 Ga. GurfPBR Roof Panel over 10 Wood Purlins wer 15/32&quot; Plywood Min 26 Ga. GUNPBR wer 15132&quot; Plywood Min 26 Ga. GutfPBR over tx4 Wood Punlns over 15/32&qua; Plywood Min 26 Ga. GORib over ix4 Wood Pudins wer 15/32&qua; Plywood Mn 26 Ga. GuifRib over 15/32&quot, Plywood Mn 26 Ga. GulfRib over 15/32&quct, Plywood Mn 26 Ga. GulfRib aver ix4 Wood Pudins over 1532&qua: Plywood Mn 29 Ga. GURRIb over ix4 Wood Purllns over 15/328,qua: Plywood Min 29 Ga. GulfRib over 15/32&qua; Plywood Mn 29 Ga. GulfRib over ix4 Wood Purilns over 7116&ova; O.S.B. Min 29 Ga. GUI1RIb over 7M 6&qua; O.S.B. FL e: 11651 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use In HVHZ: ALL Impact Resistant: ALL Data From: ALL Page 2 of 2 328120/8 Quality Assurance Contract Explratlm Date Approved I" Use 11111 Z Yes Approved for Use Outside HVHZ Yes mMffit Ittistalt N/A IMfI■ Pressure +N/A/ 04/122024 -151 7PSF 04/122024 Yes Yes N/A -NIA/ -154 7PSF 04/122024 No Yes NIA +N/A/ -151.7PSF 0411=024 No Yes N/A +N/A/ -164.2PSF 04/122024 No Yes NIA +N/A/ -159.2PSF 04/122024 Yes Yes N/A +N/A/ -159 2PSF 0411212024 Yes Yes N/A +N/A/ -16d 2PSF 04/122024 No Yes N/A +N/A/ -123.5PSF 04/122024 No Yes N/A +N/A/ -146 OPSF 04/122024 No Yes NIA -NIA/ -10i3OPSF 04/122024 No Yes N/A +NW -1I S OPSF Flonds Department of Business & Prolisawlmd Regulation Page 1 a1 Budding Codes and Standards Ifii Product Approval Application Detail Sam ABU" gar Fee gab80.m gale Lma NONE MkmdmkMt gMbr f dorL11MMM Yam sin YA m ambum d EWABOM29 AIRMW M" Review 2017 CASTCREM USA, Ina. Creep Pamho mwn4aaea 8000-cm MMm Deft BCCO-VAL IV142817 10016=7 112102017 Approved CaMgoy: StucANat Conponmm (813) CH 4641 (788) 315-2590 Subcategory: Products Introduced Mal Result of aeEoato.am Nov Tach atopy CoapgeruM Method collocation Mork or Lk&V BUMESUR%LtW 9M■LAWmM AoomMOfor Sb! IM" gets shot Ems ,Qlb lo.ltlOfi MrmIm10AQ tL�Owg roam■ 1 High Bluwen Conc ao LBtem 4, 8, 8, and 12 inch wide ibis 0W11/201s YM YM WA WA aYmaSaaa .4 j a) v. CD > OCL a) \�� }+ U L 0-O O CU Cn O O = L- Q. O W O CU U- O > . ( w CU L ICU -0 .� 0-0 �/� vi (D 0 Cs"w" O as 0 ■ a� Cn -tf O W ee� ICU O L- CL CU CL Cf) U O 2 VCL Cl)VI V m cat G Q Z Z Q J d SHEET NO. PA 1.3 1� p- yqf f-�- a �i3�L �b