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HomeMy WebLinkAbout3294 Moulden Hollow DrAB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookSheff BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) o, DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF DS or D.S. Decorative Masonry Finish Drawer Stack DTL Detail gDV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation q EQ Equal EW or E.W. Each Way 3 EXP or Exp. Expansion EXT or Ext. Exterior a FBC Florida Building Code FDN or Fdn, Foundation FG Fiberglass (Shower Pan) w FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor S a 08-20-15 1.0 I 12-8-15 2.0 12-28-17 3.0 02-21-18 4.0 ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Latin. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear toot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire REVISIONS PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. 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 RS, R/S, R/SH or R&S Rod and Shelf SD or SD. 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 SO FT or SF or S.F. Square Foot (feet) SO 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 VE RT or Vert. Vertical VLorV.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WA or WA Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WOW. 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) NEW BASE PLAN FRAME -WALK REVISIONS 2017 FBC UPDATES ADDED GRADE BEAM 150 MPH ENG. C/rY"F''0,q%' ALL WORK CODES FL pR BL Y I,gIR AND THF r . IC cov'c ORDINAvV�AFS t PRYRHILLS h_J CJL- LJ L_ F71 L-:7], L,L--,-Jl [71 E:1 [E] 17=NNAR� 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 F1 EXTERIOR ELEVATIONS FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO 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 FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 0, C9 z� z a V) (9 a) u, 4—J w •V — 0 "-' 120 U m [N tZw � _ N � M C M � LLoN 0 D ¢ or a d All BID. N wu o'd� Q� ��p N U) a�z ri Z U-4 a in Z V <� 0 o Vl cc m p' LL W c `m ww s �a CV "1 J _� �� 0 O r F OR OFE 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 eth 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 Za-C 4 �r t� �a U O RZ LU �® 16- � n w � � z O u U w U = �z J �U ON un aLL Z _J '"t In r-I aj Z z � Ln m O (7 z _ i ,-A a cn s SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION No' 4nO SHEET NO. C S X 30'-10" 1. 7'-10" 1. 20'-8" A H.B. S3 O 0 25-SH 25-SH AC PAD - EGRESS i EGRESS ----------- I I _L-__ __ 4-SH -ICABEDROOM 2 BEDROOM 3 M W • I • C • 8'-0" FLAT CLG. I � 8'-0" FLAT CLG. CARPET co I CARPET I 00 8'-0" FLAT CLG. T -1 =I CARPET - - -0 o0 0) BEDROO 4 --------------- R&S I 2668 4'" F � C1 G. . , . , � I 8'-0" FLAT CLq. _ I CARPET 12' 8" 2668 '_32 11'4- 1 '-10" T-0" _8 OA v=i Lu I -� N 4-SH N I I C�0 N w 4068 B.F. j cO FIBERGLASS, 8, 3., 3 8,. � - 3" 4 I SURROUND - a 0'-4' 4-1' 1-- 4068 B.F. 60" X 36" HALL In Q A SHOWER R&S 9'-4" FLAT CLG. 2668------- e S3 CARPET R&S G.T. TYP @ 1 STORY I 16" DEEP --- O _ PANTRY ----- OWN R'S� =w --- --- 9 - : 9 ____ ------ S U I T `r rn p T LG. RAG o S3 I �= I D '" T N K I E I I I S3 8-0 FLAT LG. CARPE 9'-4" F11 T CLG. c� i I� -- -- -- 80 LA CL . ILE I _ p q o = I 2'1" n - -,Z' ., " 5� 34"- .. T = 6i O N (4) 2x4 #z SYP _ _ INK DIS 2-CAR GARAGE K I STUDS W/ USP S3 r I 1 8'-0" FLAT CLG. j HTT4@ BASE I H � I D.W. 100 : - - - 00 I� II______ L===J _ ___�___ o FIBERGLASS I EDGE OF SLAB 2" I 1 �y I f j - - - - - - - - SURROUND BEYOND WALL Sao I I I I ----- iv I H1 _ - __ _ .....__.__ L I DRYER VENT I 1._5j., G HAS N BOX @ R&S I THRU ROOF S3 36' A. F F. 9'-0" I 3'-8" 2'-8" 4'-3" 6'-10" 3'_7" PT. OPT. D 20-9" I IAA _ CL I tO - I CEILING00, NfrJ Oco E cn /--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- --- II 11 PATIO L0'' ` _ W H. I r r "�;' � L 7 ----t - FAMILY ROOM M 4'-0" r VAULT. CLG. CAFE rr CARPET VAULT. CLG. 30'4" CARPET 30681 I O I 'CZ LO az - --- - - = ENTRY rr - �,,� Y 8'-0" FLAT CLG. r' I N N - ILE ---� -- - to = uj 0M o W HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25} S.H. 13 20X38J 18JX37} S.H. 14 20 X 501 181 X 50 S.H. 15 20X63 184X62} S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 27 1 /4 X 26 26 X 25 } S.H. 11­13 271/4X38j 26x371 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 11-15 274 X 63 26 X 62 112 S.H. 11-16 274X72 26X711/2 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 J 52 J X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 S.H. 36 54 X 72 52 } X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 OC +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 O G SEE SN SHEET 0 SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 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 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) SCALE: J4"=1'-0" GARAGE SEPARATION R-11/13-13 KRAFT FACED (GARAGE / LIVING) CI 0 !9 z (D z V) Uf �w O w V) T ~` v w � m N � <I ¢go ED. /t yy a)� IWfw Z Q NLL^. cw ri ° w UA IOLU Z 3 s, x N a_ ; m m Z H �Jq'�qI a � �Q a LL i W��al�llEif� � /y�� om � _j Q 71 r 'OR 0FES5 f,�y�1j7JIl ,'f I I i 1111111�\ 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 potions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �E 8tqu, z J® L oC 4 � p � O 0) �JJ oQ� o tj o a cis Z J Ln r-1 LU 2: Q o Z 0% ca p Z Q U w O Ck o SCALE : AS NOTED DATE : 1 /9/2019 TECH: MJAMES VERSION NO- 4mO SHEET NO. 1.0 MIRROR MIRROR b� O n rn C x co OWNER'S BATH BATH 2 U Li, n f I rn 3 a Obi J d o DW 4 N M 1 -- d KITCHEN ISLAND KITCHEN KITCHEN m e a N Q - INTERIOR ELEVATIONS_ SCALE: 1 /2" 00 CD v lZ GO CS FZ Al 00 U) ) 6Uj UM LZLI Fv AV Lu 1 LU co LU 9 4nO M O CV 00 OPT. T T REF. CV O r IJ r z� z�® Q n.. c/ C9 W Ca o �V — OW V v m N W �M M = 9t 01. Q rn v7 N_ O .w Q fD W W v, � rS � W m c� = d To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 8th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers Signature and gel. LENNAR 4600 W. Cypress St, Suite 200 Tampa, FL 33607 www.LennarTampa.com L 0 Z O C� W O J o � Z Z �g � p Z � � g Ln o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSiQ VERSION N0. SHEET NO. 2.0 M O CV 00 OPT. T T REF. CV O r IJ r z� z�® Q n.. c/ C9 W Ca o �V — OW V v m N W �M M = 9t 01. Q rn v7 N_ O .w Q fD W W v, � rS � W m c� = d To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 8th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers Signature and gel. LENNAR 4600 W. Cypress St, Suite 200 Tampa, FL 33607 www.LennarTampa.com L 0 Z O C� W O J o � Z Z �g � p Z � � g Ln o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSiQ VERSION N0. SHEET NO. 2.0 O r IJ r z� z�® Q n.. c/ C9 W Ca o �V — OW V v m N W �M M = 9t 01. Q rn v7 N_ O .w Q fD W W v, � rS � W m c� = d To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 8th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers Signature and gel. LENNAR 4600 W. Cypress St, Suite 200 Tampa, FL 33607 www.LennarTampa.com L 0 Z O C� W O J o � Z Z �g � p Z � � g Ln o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSiQ VERSION N0. SHEET NO. 2.0 Er o> Q = N NI 60 00 a: S2 0 a — — — 12 _ - — - IMF. CRICKET 1 "xl 0" SMOOTH �---�•t+�.--- -- ---- - , Imo, — — — —_ _� raHEEL TEXTURED BAND � Itl• I,I li!I I ( I IIW] 4'-0" RIDGE VENT 12 5� 16-0" RIDGE VENT 12 5 T.O. P. T.O.M. op TEXTURED 21-011 CEMENTICIOUS FINISH ON C.M.U. FBI/ (TYP. ) 25 SH 25 SH F.FL. FRONT ELEVATION - Al SCALE: 1/4"=V-0" RIGHT ELEVATION - Al 1 /4"=1 9-011 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/ portend 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 FOLLOWNG 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. -, 0 C9 z� z�® z a U) z 0 4--J N w �U — O W U U M g � W N M C) ry W Q o y a r; LoR� d o Al I BID.IX N�(r p'yr� lu'IP N ;rl Z 110z rezLa U) U LLU Ch Z p¢ ;c - LL LU clj , X ()\4bill vw.pb¢ G • . I El r Cr J • C� C� O d w -R O F E To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential ath 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 a IY 0 < 8E� W i J W LU } u Y 2 Z Q 0 C U) Q 0 O u d o alJ Z t3 t N ^ N ,-� 0 °C 081 I Z� tY Z U.1 J *'4� Ln rl Lli X z Q $'a' 01 m T__1 C?z t 128 rn O � ,-I g a = to S SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4 . 0 SHEET NO. 3.1 12 5� 12 �5 T.O.M. HDR HGT. ------- ------------------------------IBE ------------ — _ ---- -- — � err EXTENDED OVERHANG TO CENTERED ON o TEXTURED co CEMENTICIOUS FINISH ON C.M.U. tID (TYP.) 25 SH 25 SH F.FL. _ — — _ 5068 12 5� -- - - ------------------------------------------ 1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 02 N a 16'-0" RIDGE VENT 12 4'-0" RIDGE VENT 12 zz::::�5 REAR ELEVATION - Al — -- — — -- — — ----- HEEL , 5 iV T.O.M. ----------------------- ---------------------------- ---- HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. CO co (TYP.) ip 35SH-------------------------I---------—I-----------------------------—----F.FL. SCALE: 1 /4"=1'-0" LEFT ELEVATION - Al : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water Into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice vents. -CALCULATIONS BASED ON THE FOLLOViANG VALUES, SEE ROOF PLAN -- (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. 0 y 0 ` C9 o'� Z Z a (A 0 w �U — Ow 'v U W E M N M M gyp! U �i V �00 e �• r N_pp N 00 U aG' z° J W a �LLg W Z �Q' �d W­0 LL Nab °c e�\%111111111 M � ".F 1COM C; Cr_J a9T VD i 0 R O F Es5 \�k-.\\" /1rrlrrtll11111111 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 ath 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 W Z a Z U J w 7 Q OJ 8��R UJ iLIJ , Z Cn 0 Q� I z U = Q 1yu O z 0 J T ¢ r- P ` �-+r•• �j �qO}e � w Z d" _J J � ff w�Z z � z8 � O,-t zLA g w w O a = cn s SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSIC VERSION NO. 4mO SHEET NO. 3.2 211 1 2" *NOTE: VARIES 1'-10" -- 11' CAP T CAP c N N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY ^ 1/2" RADIUS 3 1/2" RADIUS v M N bo COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. ^^ N 3/4" RADIUS a 1'-5 " a Xt ,< 1 1" 1/2" RADIUS 1" 1" N EDGE OF ill-4" VARIES A, 1" OPENING z'- VARIES 11�11 4 T 24" 12. VARIES VARIES 11 All cv aT 111 1 " 11_0"IN 1/2" RADIUS 4" 34" a ttNv �� �T ,,, 4" 4z N � 2"1 v - c�v CD VARIES 1 " �M 321" 21l2" RADIUS LO CO ZD .°T 3 � ' ,,, �2 1" 1" BASE • BASE 111 T 41' 41' 11_81' O all 11.011 —Bit N 14" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN ` REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" _ 1" 1'-4" 1" DETAIL TO BE 2" 2" 6 BUILT W/ STUCCO. 2a" EDGE OF OPENING 6 • r 6 0 1 1-1/2" THICK 1-1/2" THICK 411 �'-='i 10" N - ors' - 21„ q_..... _ 10" 6" _ cV - s v o) c c 81 I N 411 1" 2"4"3" 6" 2, fn LU cc fn x / P 1-1/2" THICK„ 24 I _0_ x0rnI 2',-4„"- „ 1-554" I I 1 4'1 1z� 11 T VARIES VARIES rI • VARIES VARIES 4" 8" 3" --- P1 Q� to O _ N 00 1 I A ^ 6" 4" � N CV KEYSTONE F11 OPTIONAL DKEYSTONE F11 OPTIONAL 43- R6N r 1' 41'1 R4�►" 4 �- 3' 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. c v VARIES • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ' • • FOAM/ EPS MATERIAL IS S' ACCEPTED NOTE: a • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 1a 1'-64" 14 1' 2'-111 1-4 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1" 54° ig'_g11 �11 N 1'1 4" T-0" 41, J - _J 101' 11 A 1' 1011 -Y :- o N E = * 00— c v Dti o c N CD 0 9 N ca °°o:20 ___.. 1 M M r • 1 �Stn T 1211 � 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Oo ' 0 v Z o ,Oda Z a t^o' C9 Cz W cn ry •O W C.i W o a m N cc (M� C N _ � a L Q c" le, 4 A ¢ o A I T, N � 40 I E U S .a a LL �LY...� Z0` c3oa �Zt/f��' LU WWW.FDSENG.COM ❑ 0 cv o_ 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LEN NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o ui Za F� z�o < LU 0 g cj� Z C O ^ Q V J a, Uj �u o O J d � DC Z N Tl _1 W �yoWl�o Z J rl LLJ x i�i z5 ti Cz a Ln '-� O Q Z Z O NO Cal O �^Q7 Z LU T LU LL ,^ x SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4mO SHEET NO. F1 a a rn 0 x 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' 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 Lznk DUPLEX CONVENIENCE OUTLET FfF DUPLEX OUTLET ABOVE COUNTER PE5w.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FW SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN tot EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) H9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl_ ELECTRIC PANEL _I DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL NEMA 1 200 AMP N14 topper to lights & outlets #12 topper to 20 amp clas *10,2 copper to WH #103 copper to Dryer MAIN "L O2/0 or 4/0 SER Alu 200 amp 150 amp =,=r Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING N4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION MAIN ELECTRICAL PLAN SCALE: %4'=1'-0" Z � Z Q Z W � o �U — 0 w v wM m N Cn whor— m C N �LL00 U C Y Q rn -00 t0 9Q C E D. _N N r0 �QOZ 26 a ��orna Z OLL IW NM� WWW.FDSENG.COM Ii rn 0 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 za a Jj� W N eases-S � Q E N � uj :1 W ULij V T v I w Z 986 0 J RR QQ � Z '-j J lJJ < z Ln z z U. CD Z LU 8 a CO ° g � to o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4mO SHEET NO. 4.0 F 00 r I! ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SO. SO. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 1 561.0 285.0 276.0 (Zone 1) '*NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or comics vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. IJ q�- U � z z® Q c 13 V) (D (a) C i- J W r) �U — OLU �M , 'v U M � W M U LL Q Qr) � � o e D. �JJ� N 10 v � N Nz z U)3 �LU Lu 30 N o 0yItP! LL _ Q W Nab o W W W iSNG.0 (b . • fir, ' J --i t� ?0FE.S5X0��\�\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications oontained within these drawings comply with the 2017 Florida Building Code - Residential 6th Editlon. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and see]. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com L is �z000 U Wz uJ O Ili C4 r� /L W Z Q z Q = w U v I? Q J LL P T O}�+ cr- w> QSIE W � Ll1 di z t4V8 u FL Ln � OQ O r Z z 5 �j LU = 8 a f r .-+ a to s SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO° 4w0 SHEET NO. 5.0 4 �L A H.g� I S3 ■ ■ ■ ■ cli ■ ■- w■ ■" -■ ■ ■ ■ ■ *I 3-1/2" MIN 2500 PSI CONC rn14 I I• • • • i " j la I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I I : ■ \ i (3000 PSI CONC, SLAB FOR HERNANDO COUNTY ONLY) 0'-01, i �., ....... ■ I \ \\ 'I T-5j„ • CJ 7'-2" CJ I i Cl) CJ CJ CJ in r \ i 4 \\\\ o I I ° ) I \ I1 I °Q I \ i is I ■ I it p 0'-0" :: I : ; ::::::: ... •-. v N N 1 — — L — — —00 _ _ — J i......... J I �.....tin .. ■ .�F CJ CJ CJ i I i (2) #5 REBAR °P S3 o S3 VERTICALS w/ j FILLED CELL 23'-11" 2'-10" 4._14„ .. I 1. G I ; I 2' 6„ 01 I o O I I Q b r Cf)S3 ■' I �� _ SINK wl DISP _ _ , W/ -#5 E.W.O' EN CJ I I D.W.I — LOW WALLS SANDKITCH I I I O C ASE TO I O ............. L = _ _ J I ISLAND i I i ;111 I o K 53 I I J S3 ft T L_ o ;0CJ — — — — — —� CJ I I CJ � — CJ b> I N to G .. S3 5'-4" T-8" T-8" :: OPT. W :: 2•_ -3 1/2„ SLOPE —� I I 137'-5j" I I21'-24" 32'-84" 4'" &31/2" (VERTICALS Lo I S3 I PROVIDE 1 Y2" RECESS `" c <.. J \\ \ I' ' W.H. HVAC CHASE .. w/ FILLED CELL in FOR SGD. REFER TO rn I BASED ON I L TYP MASON'S SLOPE FOR WIDTH I I LOCATION AHU ----------+— -------.J • I CJ INDICATES FILLED CELL w/ 3000 r;FPSI CJ . . .. . . . . . . .� 1 .■ °e ■ C _I ■ ■ ■ ■ N STEPS AS REQUIRED 0'-0" CONC. GROUT FROM FT. TO I I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" PER FIELD I BEAM W/ (1) #5 REBAR VERT 5'-2" CONDITIONS I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. F, TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLR. 3 1 /2" SLOPE Y � � DOWELS 5" EMBED W/ 25" EXT. 10 PROVIDE 3/2" x 9" L — — — — — ABOVE SLAB "GRADE 40 STEEL' —4— — — — — — — _ RECESS FOR FRT. DOOR —+ d ■ I ........... i .................. ....... e ................ —�1 s O A H.B. T L S3 S3 2'-6" x 2'-6" x 1'-0" TYP W/ (3) #5'S E.W. 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 �Ta W CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .� •� ;;= #5 CONTINUOUS .: ; ; : • •_ REINF. SEE FND. FOR �• ' • QUANTITY 1 #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" = V-0" um U c'� Z Z Q a U) Z In CO a) rn 4--+ W p •O W C-- C) W � m o �M •sL rn u� 0 d s �. N N i0 Z61 I� in LL. E �$ � u. LY_ a LL a .' Z V --0 a �� Q� rn W N WWW.FWMWP •`-za � V v �'�A 0 IE� LU ul z N, C? U' / `0 rr�r tt'`•`� frft,f!�t1t 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 Bth 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 za s W CL �$ 8 Z c) �- L Q Z z O f� 0 w U = .Z o W a zLn $� ULJ f I— Ln O z z S m rn C� z g LU ,-•I 0- cn 5 SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSIQ VERSION NO. 4wO SHEET NO. 6.0 �14e; E 131 UPLIFT CONNECTION CROSS-REFERENCE ID/1118 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2' C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 112" F HHETA20 2235 10 - 10d x 1 1/2' G H10A 1340 1 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. 0 1 1-112 HTT4 2715 518" ANCH.120 10dxl-112 J HTT5 4350 3740 518" ANCH. l 26 10dxl-112" HTT5 3225 5l8" ANCH.1(28 10dxl-112 ` 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8"ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 11 5/1 70 ** 1 0 /91 "* 8 -10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 *' 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 *' 1720/3125 " 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 112" SP1 585 535 10-10d SPT22 685 8-1 d SP2 1065 605 112-10d SPT24 1030 12-10d ' 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 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS +) (B) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- V) '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. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �y Cq�R�E 1 OR CONT INTERSECTIONS. SPLICING 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. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4"=1'-0" I �0 v I 0 z Z Z Q a Z V1 0 a) C �--� w *U — 0 uu Lh � U w M mo g� 0. Q o � v � o B D� s` e'n,`c N ,O V7 N—, N N ,z�.77 W �co / k� ZQa I� g4r,.s us ,.��;►Sil�t�d lll�jo— o Lti! 10 Z ���''h it (I ttlttl'et� 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 z �Z® L C Q Z QLL 0 = OW LL . J U- O W O V Q W� a J rl Ln rl W LLJ z m L 0 z Z = 8 � Cb f SCALE : AS NOTED DATE : 10/4/2018 TECH: ]MUROSKI VERSION NO. 4sO SHEET NO. 7.0 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 Ilntels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load <1 .0 Safe vertical load + Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1 T 8F401 B/1 T 8RF40 0B/1 T 817321 B/1T WN Miss 11110�= (�) UV FORM $ GROUT SOLID � J �U O #5 BAR CONT. 8F12-1 B/1 T 1 11 O 'V LINTEL DETAIL SCALE = N.T.S. E F 5 E� E C ■ E ■ ■ ■ ■ M C • • • • E - E �■ 7 • • • • • • • • • • • • 1 TrCUCJII]IVHIIVtV F = FILLED WITH #5REBAR MIN. ATTOP (1) REQ'0 ALTERNATE POWERS GROUT / U = UNFILLED R=RECESSED CLEAR STEEL LINTEL G ° QTY. OF #5 ° REBAR @ BOTTOM ° OF LINTEL CAVITY q ` .M.U. #5 REBAR AT TOP q = ° ° ° MIN. (1) REaD !� 1-1/2"CLEAR 8F16- B/1T Q ° " ° r Q Z fo ° ° G ° GROUT D Q tNOMINA1.QUANTITY n ° C.M.U. OF ° 5 REBAR AT m L 4 = - 2w WIDTH #5 REBAR AT BOTTOM OF rL W - r - Lou d TOP ° LINTEL CAVITY Ill O y NOMINAL- HEIGHT -BOTTOM REINFORCING < ri OrJ1 7.5/8"ACTUAL PROVIDED IN LINTEL ZOZ LL O w S b �S g d l D #5 REBAR AT BOTTO " N MINAL WIDTH (VARIES) a) Ix g o �, U AS INDICATED MATERIALS 16 GAUGE POWERS T7Fc­p­re_c_asT7ffiteIs = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementltluos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) C Q O� 00 T-10" LL 6'-6" LL Q �J F B V-10" LL 0 17'-4" LL OE MIN. LINTEL PLAN SCALE: %4 =:1'-0" O CD r M Q U)0 z to C9 0 .ra o V - Ow CN VLL v OOOD y� Of O B D• ! N ,`r/ V Q��� N b �D pa '� oN0 U) Z ,+ In g d W WLU Z a' _ °' d U. 0 fja'd� W.ts�i,R 'O 1N1yW.FDb`lrml�G� 13 �r •( ✓mac, l�b OY aL "•• a G0 lr�r`�`ifd((I(till�tttt�� . 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 ao Q f- v"t�� 0W �>/ F �a a �S 0 J F SP W 081 Lu Cie J Ln LU �a U UJ z Z In m 6 = 8 rr, +-a 5 a cn s SCALE : AS NOTED DATE : 10/4/2018 TECH: ]MUROSKI VERSION NO" 4n0 SHEET NO. 8.0 C) rn d: I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER EVER USE. S SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE A- F THE NEW CC . MANY C 0 W PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE T0 STEEL. IT IS THE CONTR ACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6, GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 21NCHES (914 t MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 51TMS 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 ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1, 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1,2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. 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. RE . P N G E AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND C S BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: fie" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS H 0 C ONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS SU S 0 AW NGS TO THE ENGINEER OF RECORD, 4.4. 7. DESIGN FABRICATE AND C N ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4,7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irriggation/sprinkler systems includingg all risers and spray heads shall not be installed wi hin V-0" of the building side wall. 4. FBC-R R318.7- To prgvide for inspection for termite infestation, between final) wall covering and earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfell occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C crete over po r and mortar along the foundation perimeter must be removed be core exterior soi 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 vertu I chemical barrier must be install d after c(aandsc construction is complete, including aping 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 control company before be issued. pest a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE NTRA T CO C ORS RESPONSIBILITY TO REVIEW AL L DRAWINGS BEFOR E CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C.9 � zo Q Cj_ cn (D � Lu w t7 "V - O`LJ t/) C N M 8 \ = O C M ON C) LLo � 6 9 21- Q L LO p A D D Z re � oc a J, W f� a w W V ¢rn xd R Z 1811 Z rn L is U) �Vww.FbSE t�"•. P \QC U .� fflAff .".. OFE5 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com za a Y�a� NUZ 06V g ® L -� La :j Lu U J O 1....� u) QQ@aLu Z J *-� rl uj v Uj Q z r� Ui ,-I Z Iz S m Z = aW o 0- o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4x0 SHEET NO. SIN J cam' ROOF DIAPHRAGM NAILING SCHEDULE RInrF I INF + + +- + + + + + + + + + + + + + + + + + + + -� + + + + + -I- + f + + + 4 + + + + + + + + + -+ + + + + + + + ++ + ++ I_+++++� ++++++++++++++ + + + + ... + + + + + + + + + + + + + + + + + + + + -F + + + + 4 + + 6'-0" + + + 6'-0" + + F+ + + + + + F+++ + + + + + + + + + ++++ + + ++ r + + + + + + + + + + + + ++++++ + + + + + '� 4+ Z++ + + + + + + ++ + + + + + + + + + io + + + + + + + + + + + + ++ + ++++++++ �+ 15/32" CDX PLYWOOD OR 7/16" OSB -RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3l4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7� panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5l8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM w Ix a > . CONT. #5 STD90° CONT. #5 BAR HOOK BAR W� #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 ;.<\ __ SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW '! .: = FOR BLOCKING/TJI i MASONRY WALL OR INTERIOR BRG. WALL \\ � ��•., TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH / Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION @INT. BRG. WALL (Not required if both loaded equally from above) * N.T.S. r Filler blocking 118" min ' ) Small gap 2" min. 2" max. 4 max. 1/8" gap / Web Stiffener Fastener Schedule Joist Bearina Location _ Series Depth I End Intermediate 9-1/2" 2-8d -- 2-8d x / NK 1 BCI 5000s7 11-7/8" 2-8d 33 8d Clinch nails 14 I. 9-1{2" 2-8d 2_ -8d- 5-8d 2-8d when possible J BCI 6000s® BCI 6500s ®; 11-7/8" 14' 16" 2-8d _ 2-8d 2-8d 3 8d - - 5-8d _ 6-8d 1) Support back of web during nailing to prevent damage to 7 11-7/8" 2-8d 3-8d web -flange connection. __ _ -- BCI 60s 14" . 2-8d..__- 5-8d 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 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener A 2" min. BCI 90s® 14" 1 5-16d_ _ 5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16" 16-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her 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 1/16 code for appropriate details in One 10d box areas--20 of high or--20 sinker ii lateral load. nail each side 10'-0" at bearing. i T TANK -LESS W/H /"- 6 ;2� CORNER OF HOME GARAGE SIDE x !' a a H C G 000 5'-0" STUB -OUT FOR GAS METER 0 o Un 1 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" 1 SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-l" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. "1. Provide adequate bearing for each lapped joist. Old nails SECTION @INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges g 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 I beam below Load bearing wall must stack over blocking and wall or beam below." Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. • , • 6., A 1 2° ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 V-0" V-1" 1'-2" V-2" 1'-3" V-3" 1'-7" 1'-11" 2'-4" 2'-9- 3'-2" 3'-7" —__ Any_ 16" joist ---- - 12 V-0" 1'-1" 1'-2" V-2" 1'-3" 1'-9" 2'-4" 2'-11" Y-7" 4'-2" 4'-9" 5'-4" Span`(ft) - 16 V-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-0" 3'-2" 3'-10" 4'-0" 5'-7" 6'4" 7'-2" - 20 V-0" V-1" 1-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 8'-11" -- -.---- __-_ — - - 24 V-0" V-1 " 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1y" 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 *2" 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 SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8" fI THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. 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 II=11;:1IN Backer block (12" wide min.)—,Tj111J—I [—LI T—f1 Nail with 10-10d nails. — — ` Install tight to top flange. • ' :. SLEEVE THRU STEM SEE PLAN FOR • •.•'.: Joist hangera. • FOUNDATION INFO • a' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. - I 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements I i� 0.6 X Joist °oo oo/ depth lo _ IjI I -JOISTS BUCKETS N.T.S. GRADE a i— REINF. SEE PLAN /--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. JOA LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT=1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE\ PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PLUMBING LINE PENETRATION e a ..d L a a •' o 'a : a Z \n ' • < • ko � w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE AV. °/ av G d . a a 4 t4 SEE FND. PLN. SIZE & REINF. 00.� zm z a E3 Z to U 0 a) C., w M •O w Lh Of V U M o w a1 M C-)MU_C, ¢ rn in S v ai Q d N_ V N 00 U) LL LuLU I Ch zd Z pLL j3 Z CA J6f W !!!CA� o °` U, r! `l✓ S N J S 0 . 'r'• .r�••••''...• •'O� //'ar 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 potions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com ru za g� U U4Z s;3 N °C n ILL] H z g � z O c V a 19S 0 J bjo� 1� z J In r_4 � a Z ti u M � m r-I p z Z _ S 0 SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION N0. 4nO SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 7FTYP') I VARIES (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. QKII I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM DRIP EDGE ALUMINUM FASCIA 12 N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION ;¢ 31/4" BASEBOARD PORT AT EACH io FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLABAT GARAGE CONTRACTOR o MIN PSI MAY VARY PER Cn TO CUT BLOCK OR POUR os MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND a W1.4XW1.4 WWF OR DECO FINISH 4" to 6" ^c"FIBERMESH" BELOW GRADE 'E a> e 1 z 00 s 00 6MIL VAPOR ► z - BARRIER ; ,� p 1 _ p CV COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. r_ ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) s TYPICAL WALL SECTION K"A� ISCALE: 3/4" =1'-0" 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) I��,11..I,'lll44-I�'Ln�I@ Irl (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE _E 6x6W1.4xW1.4 r WWF OR FIBERMESH r' e �. 1,. T o TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT JA @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" e 1�t1=1=11� -' �= =11=11 0M& - �- `'�.11=II�II�IIE=111-�11,=III= • 11�11�71�11�11 Ilvll ► ► • TYPICAL THICKENED MIN. EDGE rL SCALE:3/4"=V-0" S3 o OPT: DEPRESS SLAB 5Y2" - DEEP AND 6" BEYOND CAI °' DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND = PAVERS / DRIVEWAY EXPANSION JOINT _ g CONCRETE SLAB 14' 13" PAVERS O.H.D. RECESS z O.H.D. RECESS E . -41' d SEE A/S3 OR J/S6 1Tr Y SEE A/S3 OR J/S6 LI D r 0o FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STC RY) c 1' 8" (2 STOR) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS �. GARAGE DOOR SLAB RECESS S2 Ln & SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r "UM 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL_HGT. < V-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. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 21f x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF x 6 W1.4 x W1.4 � 31/2"MIN. WWF OR FIBERMESH \ WWF OR FIBERMESH 31/2"MIN. ELEV. -0'-31/2".kZ I — e e 31/2"(min.)- 4" _ e e I r 1/2"(min.)- 4" NCO rrr 0 •• r � .. 0 '�•� •. 31/2"(min)-4 , I31/2"(min.) - 4" = ­9 (2) #5 CONT. 4" 4" 8'T (2) #5 CONT. 4 -4 g� U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE: 3/4"=V-0" S3 7 SCALE: 3/4"=V-0" SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"0 x 10" "J" BOLT @ 24" 0/C WI 2"°X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� 'E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR = p r . n . � — z GRADE 40 MIN. Fy= 40ks! #3 & #4 LAP SPLICE e p 6- = FINISH GRADE °O M [GRADE 60 MIN. Fy= 60ksi] r, - 0 c 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER ;. e 00 I - 00 R 1 7/8" #5 REINFORCING BAR —� ' fiR I AP SPI IrP • • • • �� I01.11.�n...a� MIN SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB 0.41 • J CONT. BEAD SEALAh a • A• INTERIOR --3 1/2" � CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB CA •� <4 11= M 6 MIL VAPOR BARRIER 4" 1411 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �'-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4, WWF OR FIBERMESH m d d K S3 ir.�:�•.A�:Y.�'��L•:I���I�r.'�.Iwaw �:A�:��:17�'.�:I��'�:II. REINFORCING•1 H•• NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM ru END OF 2" x PLATE w v - •.. aa. . WW �1�111 (2) #5 CONT. =1 I.Fa ON 3" CHAIRS (TYP.) 8" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 x WWF OR FIBERMESH d w r119lh.Wall 8" TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES= FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN 1 1/2 RECESS FOR 6 x 6 W1.4 x W1.4 () SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I M AT 24" O.C. MAX. CONNECTION INFO = 0 SEE PLAN FOR J4 &LAYOUT DESIGN TOP OF BEAM IVa _ SEE ROOF PLAN a ° ° o A (2) HTS20 FOR STRUCTURAL BEAM SIZE & Q' ' CONNECTION INFO r- - ° 8 4 2x4 P.T. PLATE 7,16" o.s.e. COLUMN LOCATION M — • I ! 2x4 #2 SYP P.T. FRAMING w/ _ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 '' ` 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE a a SEE TYP. WALL SECTION FOR ADDITIONAL 6x6 P.T. #2 SYP SLAB INFORMATION. w ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND ATTACHMENTS & 18/D1 O.C. PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS ._ E TO FOUNDATION PAD - d SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' Ico wl MIN. (2) #5 VERTICALS ao GRAD4 4 -j FILLED SOLID (SEE PLAN FOR = - I 1=1° _ a SIZE AND REINFORCEMENT) c� ;III= a a• 1=III= I I= 1=1' z w o 1=LI_L—I -1 F 1I 1=1I I —1I w �- w W I 1 I I . - —1 —1I I� BRICK PAVERS or SLAB PER $ o U)=I = • • °• = z 0'-0" FIN. CLR. / COMMUNITY SPECS " _ - — "' I F -1 _I cc 40 MOM ILIJ LTA I I-1 =111=11-111-111. 11=1 11=1I I FOOTING I I-1 I I —I I I-1 I I I —I I I_-1 I- d I I �I l l� i it I '=-I 11=1I ,I I =I I I I I I—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 IJ , 0 1� 0 ;z: Cl) z�z a U) z Ln 0 �W •U — OLL, Ln Ln U W _ = eg o pN M M C CM M O 'N 00 U :§ -00 C�, Y N I� v (I<o Al I N N c 00 U) Z$ I z° LU LU LU O �' o Z �_t rrtrM,r V ��Ems[ 3v L i U M. OFES XO �`'�re`rr�ttttttttti'�`•��' To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 6 n I` Lu LJJ Lu N <C $ ��� a O 0 $ J� U = W T� 0 LL a J :;zQ0 Z JZLn q UJI 4# z z8 °Ln O z W �55 SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO' 4mO SHEET NO. S3 (MONO) (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 S SPACED EXTERIOR FACE OF BLOCK EVONEAI 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 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/(1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (�rp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER «'« STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d —� NAILS AT EACH STUD N 2x P.T. PLATE ,�. 5/8" x 10" "J" BOLT @ 24" O/C MAX � W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 3 1 #5 VERT. IN CONC. FILLED CELL W/ a STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL TO DRAIN CL EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 _ 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 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 a FULL 8x8x16 BLOCK SIMISON SP2 w/ (12)10d NAI AT EACH STUD I —DOOR OPENING DOOR OPENING —CL 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKIN D O/C FIELD 2X4 PT STUDS @ 16" O.C. ID 1 (2) 2X4 PT STUDS UNDER HIP 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. �4� CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g L MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) 7 CJ'4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ■�����w �A■MM rul b 11 00 • • • _ ... •- • 11 =:Jill 1 11 MUM III■.■ ■'lII lid■'�■ 01111 II ■III I���i■ WIIII__011 IIII Milli MIIII IIIIN 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. \--ROOFTRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. CID MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE N 0 R SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9112" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J T C) FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8xl6 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. 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. sFFp oOh� �N 2x CRIPPLES @ ---' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5!8'DIA. x J-BOLTS AT 6-3/4", 41-3/4 , 71 ,AND 96-3/8 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' 1 (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA3071 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 -14 @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. Op SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 N(,� ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF aE %9. SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. !8"x10" "J" BOLT @ 24" O.C. MAX. IN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 101 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL / / - °o a SIMPSON SP4 a INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SPi SIMPSON SIMPSC LNTELS SP4 SP4 SIMPSON SP2 -, NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 4IL I BOTTOM CHORD OR 2x4 [TRUSS BLOCKING W/ 2-16d TOE NAILS @ EACH END Q 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° a ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING �-10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE %- 2X BLOCKING o I 1 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE o PLYWOOD SP8 FOR 2x8 WALL) o 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"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. Ili 0 °" z$ z a V) (D Cz 4--J w CQ o •V w O = ~ E W M c N M '® ~ 8 w c �00 y V a;Qo 1 E D. .�//.� gn O U Z W z � H, LU a g a w W 10"'OAT o Z � in ID a o UMZ tea, W aI %,. I r. \N Jr 'c. VW cr •,.� F • '*ROFESy �I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z 4 UF.00 0VU c Nil; 8�. o��R O N ZZ J Q V `J J t! RE 0 og8 1 I� w �°�J r-I u w Z N Z J `"I L0 �j Q � � z C11 Ln k m r-1 O Cn Z Z = o LU O .-•� g a cn LU o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION N0. 4n0 SHEET NO. S4 F �o N LO SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR TOENAIL W/ (2)16d NAILS 2"x4" OUTLOOKER @24"O.C. BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER OUTLOOKER AND NAILING SCHEDULE 1 @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 1 45°t 2X4 CONT'L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" O/C. WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ EA. END BLOCKING — -� ATTACHED W/ 10d NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 "T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. I; WEEP SCREED 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. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR M NOTES AND NAILING X-BRACING, AND TOP CHORD BLOCKING N SCHEDULE FOR INFORMATION `o 00 SHEATHING DETAIL 1 1 1f ". 2"x4" CROSS BRACE WOOD TRUSSES APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING " EACH JOINT W/ (2) It AT 24" O.C. ON TOP OF 1 1 2^ 1 1 2" 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT „ " " ( (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ 1) ROW FIRST (4) ROWS OF lo a F1 Fi 2x4 BLOCKING 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. @ (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 & O/C w/(2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA.7 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4" Mom'DOUELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL BLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END : SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD NAILS END TYP. TOP & BOTTOM ATTACHED DQI(2)16d 2x4 PANEL BLOCKING @ 48"A 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4'7" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ "MAX, EDGES OF SHEATHING TYP. -1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( )10d 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD r� JACK TRUSS _SEE PLAN FOR - / e"-_ ,CONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL- I i L OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH I- 2x4 BLOCKING W/ :. 10dx3" @ 4" O/C (2)12d TOENAILS -L EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATIONa COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4 x2 3/4 TITEN TO CMU 0 I MINIMUM 2x Q CROSS BRACING (SEE PLAN OR LOCATIONS) (2)16d PER E IN JOINT 3 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri z SCALE: N.T.S. S5 N 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C @-/2"x4 TOENAIL 6" O/C RUNN W/ (2)16d TYPICAL NAILS >,.. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. rn 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES rTOE NAILS AT EACH END @ l 24" O/C (TYP) `BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. S5 � rSCR SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS g / TO PLATES (TYP.) CONT, BEARING GABLE END BRACING DETAIL ` MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `GONT. BEARING 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 2x4 BLOCKING 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. Ll 1111 111 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL ZTOP & 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 \ 11 n o v zCn z�z U, z LU p •U ry 0 c U � LU \ ® ~ Q1 P! -f M N U �cc �o I N N Z fsk zd CA 11'.. ii j LL t� Uj I�x. W f!) g a a Z 42. LL jW'N'Q .' v •�• ay •� U' •.J� �� p� Q ,. .o X� 4 '°•'•.. •••••fir r0 F E SS F�"'rifillllitllE�t�l To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W & �z 0 �' > J z z DC c N Q a Q LU O u 0 ;o zn =1w 98 LZ z J Ln 8. r-1Lii LLI z ra l— Ln p z z g tj = 8 0 .__4 a cn s SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4n0 SHEET NO. S5 m M x Cr cc J 0 rn N M 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFERVD DOOR JAMB (REFER 1 X 4 (� 1!2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8" DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO TTOM PLATE 1 X 4 3-1/4" LONG X 3/16"m FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONGFURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD W/ 8d @ 4 O.C.,O ROWS STAGGERED INTO TAPCONS TAPCONS STAGGERTAPCON. STAGGERED @ 16" (Np,) ` ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.. O.C. 2-ROWS INTO 2-ROWS INTO 41 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH ��1. 1-1 /2 DETAIL MASONRY THROUGH 3�� DETAIL . STD. 90^ ` D. 90 HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB I 3/16" x 3 -1/2° TAPCON @ 16" METAL SEAT PLATE �� 1 X4 P.T. " " NOTE: O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAIL ` BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 J j � / FURRING 2X8 P.T. WITH 3/16"O X 3" LONG TAPCONS +2„ ' - NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS 2X8 P.T. 2X8INTO 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ` - - BAND JOIST /4"x2 3/4" 2x DETAIL �� 21 /4 DETAIL 2-ROWS INTO MASONRY 3-1 �� /4 DETAIL +5„ NOTCH WEB AT THE �' FIRST 2 COURSES ` - TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK min SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1!4" x 3114" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX i SOLID W/GROUT 2,-0" ,r 8" 1 PLY PRE-ENGINEERED TRUSS ' 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE y 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 EVER 1 1n• BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER of RECORD FOR : SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. !L BACKSIDE TO FIT ARCH NTO 2 x 8 FACE OF ARCH W/ (3)10d NAILSCONNECT AT EA. END RETROFIT TRUSS DETAILOVERRAN �. W/ 8d NAILS BRACENBLKG N.T.S. INSTALL WDW. SCREW ANCHOR---, 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) DETAILS A THRU 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REED. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. (2) 10d4' ARCH DETAIL J MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x 0� TO TRUSS FR TO TRUSS TOP CHORD hqN MIN. 4" EMBEDMENT AT 16" O.C. �F N �� 1-0 5 -011 SCALE: N.T.S. SS 12 + C'rN + PLYWOOD SHEATHING 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 EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT /4" MAX 2-41 Sol TRUSS + SOFFIT ° D D D D #5 BAR D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + 10„ D ° CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP D ° °� IN TOP • N 8d NAILS EACH TRUSS KNOCKOUT / 8d NAILS @ 8" O.C. AT BUCK '7T CHAIR BLOCK - —' �- ° 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x CONT.LS(3) CONNECTOR '. ---. MONO FOOTING ' D --" TAPCON AT) A! SIDE SIZE AND REINF. PER PLAN VERT.1DE BRACES WHEN HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 1 d NAIMN. SEE LINTEL AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. N IN. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 SCHED. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL D ° D DIRT D TO BE INSTALLED 00, J BUILT UP PLWD. BUCK - 41-0" MAX SEE PLAN PRECAST LINTEL %° STANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN D 90' HOOK iv TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD, SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") o o - V ° ° ° - °- BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" - INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. V D �- s• . p• e 7. � V .- i• 0 0 e- 6• � 0 ^ Nk ANCHOR INTO ARCH BLKG, PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY rL SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL B-gMONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 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) - NAILHTT4 U S & (1) E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD > #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0^ F.F. EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n n n LU ii A REINFORCING AS FOLLOWS: O>? ¢ U) 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT • o e • p u a. I- * PRESS PANEL REINFORCING INTO PLACE. #5x6' EMBEDDED INTO z * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL% 6" MIN. LAP SPLICE W/ REINFORCING PANEL e ° g EXISTING FOOTING (2) #5x6' IN CONC. ¢ ° SMOOTH. DO NO FURROW. , ° 04 FILLED CELL ° DRILL 3/4"4"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH, 6 MIN. LAP �. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° REMAIN FREE OF MORTAR. NOTE: M z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' 2 #5 REBAR. MIN. 3" ( ) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER A. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. _ SCALE: 3/4 -1-0 ,_ SCALE: 3/4' -1'-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 � LO zg z z n z L/11 0 W � p •o w Vi V) E � ,V U W M 01 CDC,) ECn p O 2'= 4 - N i� co Q d ll o. "js .N- N 00 U) Z LU 'i g z Ci z° �. W QLLg a w W aNrn 3 O 0 W Q,f8tf fff o di ww.NG. r RCIFESS\( \ 11���\���� 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 6 w za YZ�G� WdpOC R' U A U VU z 5, �e)3�jW 00 ^16-, W z O QU (U N O ULU = V W Z d- Z ,- j J In rl LL m ,-i Z � LU J�z = 8 I SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4mO SHEET NO. �� CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE ^ z DIRECTION TYP. —� �i v c `3 t 0 e J 4 I FC I Q o> �I �L WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH ii l PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. Y A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT i, VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. ^ SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ �— 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO dk SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY $ SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS 0MPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24)10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR SCALE: 3/4"=1'-0" `./ BM. SPLICE OVER CENTER OF POST r r SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SCALE: NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ i"tr(22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2A SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM ...V-� F-%r rr SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. � �• MASONRY WALL BELOW: SIMPSON 4,. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS 4 COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� 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 a@ ENTRY FRONT WALL SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO v SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS 0 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP i 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOFNVALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ 's SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. y-s y:. tf - PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS 1l O roilII r L� Ur' V zS zco Z Q n t) CD W M o •U — OW Of Z �66 ra 12 U W mr- N M U C Y ¢� =U Y n Qo N `D CAI OPi ik o0 (N� M 2 Z LU O jg UMz 5T- Q LU at ii ! III °o ti� W N � coM �\ F, SE ••a' d F �p O•. •'••. • IIIII1111t` 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 a V V W 2 8��� iR /� 0° H G Uj 2: "a ;� o U 06 W o QLU # N C) � a N W Z Z r`�E t-i J Ln r1Lij z Z S L Im Z LU � ,--I JCL cA o SCALE: AS NOTED DATE : 10/4/2018 TECH: )MUROSKI VERSION NO. 4mO SHEET NO. D1 x J 0 0 0) WEATHER j� RESISITIVE 1 BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing Installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE WEATHER I/E BARRIER & lARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING- SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) 1� SELF -ADHERED FLASHING Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD �O n SELF -ADHERED FLASHING PATCH HERED FLASHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH fill Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a SOFFIT/CANTILEVER 0 0 0 Q SELF -ADHERED FLASHING INSIDE CORNER Grou nd Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) G - -_C� - - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS L�ttt\q IS II ACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Oin 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 0 0 � Zg Z a Z U) CZ w CD ate-+ Lu M o -O W �� U W M mo M � WPM � Go U ¢ $� `) rz C) '� $ Q o B D. _N �O � N U) Z !n LL n .f1 4i1 W V W < a Z 0 o 9 y N s 14MLU °a p� WWW.FDSENG.COM U L-i rn O [V 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAll 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o W Za It B�oOW �48,0 IB ui R J � > W Z � 2: O O O YW W N Q Q d'� ZfE Z '"'� 0 Iz J Ln r.4 W Z Wz � Z H Ln G Z W g co O Ck � (/) o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4mO SHEET NO. W P e March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codas To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Estabishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1781 Test McBwd for Mechanical Fasteners in Wood. Both methods determine a trot nettor a allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 8) 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 wed specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. [CC Evaluation Services QCC-ES) revised AC13 Acceptance Crikrie for Joist Hangers and Sirriler Devices in October 2018 to incorporate a methodology to evaluate products to the 20151-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 biter is valid until e/3012018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatie.com for additional pertinent Information. If you have questions or treed further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.9N.5089. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E, LEED AP dwFBDW Engineer, Southeast U.S. Branch Page I of I Simpson Strong -Tie Company Inc. 2221 CountryLana McKinney, T)( 75009 Pdons: 072.542.0326 Fax 972542.4139 sew.ssonalia.com -4--a CD L Cn -Cu O �... U A\ Q O L_ V! D (U LL .� U N N U cu Cl) O O C _ O . N O Q _ � 0 ``�^^ Q -� V) Q � L O V//��I `V O L_ U O �. V� W �s w Q W z J z a SHEET PA 1.0 NO. "n rx,,Yiv�� MIN� y 8 A3 4.• �^ h _ FL17244.1 �e c ih sF =-�^ a rr , 1y'��,r .:i ' k T`� eR ESR-3455 �;: -„ aa ` { • A23 # S FLt0448.2 , �:,.T �� � U+�➢ :r rA �L.. I.,r ha � � 1Y '. 6 f{k� ESR•2tt08 HD210.2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR•3445 HU212.2 FL70858.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU218 FL10858.6 ESR-2549 HD218-3 FL17232.3 ESR•3445 HU216.3 FL10858.1 ESR-2549 HD28 FL77232.2 ESR-3445 HU28 FL10858.3 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 end Florida Administrative Code 88-72, please provide the Information end approval numbers on Me building txxnponeMa listed below if they will De utilized on tits construction protect for which you are applying for a buildup 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(a) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThennaTru Firbar-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +87.0/-87.0 psi TMnnaTru Flrber-Classic and Smooth -Star (NON -IMPACT) FL20481.8 +87.0/-07.0 psf ThermaTru Either-Clessb and Smooth -Star (NON -IMPACT) FL20481.9 +87.0/-87.0 psi ThennaTru Firber-Classic end Smooth -Star (NON -IMPACT) FL20481.14 +87.0/-87.0 pa} ThermaTru ClasslaCreR and Benchmark FL15225.1 +87.0/$7.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.W-87.0 pet ThermaTru FiberClassic, Smoothatar, ClesaicCraR, Rustic FL7840.1 +87.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Swim 5570 FL231.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors WS (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Rssldentlsl WlndCode Doors WS (18X7) pL1g27g,53 +30.01-30.0 psf Clopey Buildup Products Residential WIMCode Doom WB (BX7) FL15279.85 +38.0l42.0 pa} Clopay Buildup Products Residential W1ndCode Door W8 (18X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single &Pairs of Door FL11537.1 N/A (see Inat ant) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0l-55.0 psf PGT Series 5500 FL238.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 pa} C. FIXED MI Windows and Doors Series 185 FL15348.1 +40.0/-40.0 psf PGT Serbs 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 NIA PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardin Building Prod. Cemplank Lap Siding end HadlePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alsida Soled and Vented Soffit FL15272.1 - FL15272.2 *70.0/•70.0 pat C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A S. UNDERLAYMENTS Tamko 151b Fall Undedayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. OR Ridge Vents FL18918.1 - FL18918.4 N/A Florida Mete) Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahuat Vent FL17202.1 N/A E. ROOFING TILES BWeI Tile Villa B00 FL7849.27 - FL7849.28 N/A Boral Tile Saxony eaD FL7849.18 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply 6 Manufacturing, LLC 0.032"Aluminum GulfLok 18" wide too} panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Petrels FL15078.1 • FL15078.2 N/A All American Shutters 8 Glass Galvanized Steal Storm Panels FL17889.1 N/A B. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie sea chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1988.4 N/A MiTsk Industrtss, Inc. Truss Plates FL2187.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Bond, LVL, PSL, LSL FL8527.1 • FL1S527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Untsla FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Un/Na FL1774 NIA 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 Jobslte; 1) copy of the product approval, 2) ttre performance characteristics which the product was tested and candied to comply with, 3) copy Of the applicable manufacturers Installation requirements. Further, I understand lhase products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Department of Business & Professional Regulation rep, I a e Building Codes and Standards 1I+210+e Product Approval Application Detail God' law= gas 2119 aav'remm gat LM )tamla0 mamlhom Agog AMWOMi"UM vrrdr•UI ywbd" awAmtmd I=Amrerr Aaaoud Anal ReWbn 2017 Term• -tau Corponow RIck YApM Lyndon F. SCWdL P.E. Ryan J. King. P.E. 10ML2017 07/12J2017 tamW2017 12112A017 Approo d Cd.gwy: EAWW Ddwt (419) 2961740 PE-43409 (913) 767.6666 9ubCdegmy: SwepMg Exterior Dow Assmbles Mim0wee0mmraedf. CemFnsnt Method: Embdon Raped froM a Coal Potion Reodwed Mchaedt or a Lkoh"d Monde Professional Engmew ' _ Ala! eodimtgaudrlan gY1tOLaARImOGt Gm—1Rushed— &,ward for use Ammwdf-U- mist allow ffit alDta aY ow. HWMZ AUW= lolmm 1 a. TteawwTru Plb•rCWfk end Smooth -Baer N«Mnis SM09:9 &gWNon-Igwdbquoi; Opaque 12/311= No Yes w WA Cenged. Edge Fie Show . Do 1241FAN No Y" No NIA i ra • Composite Edge Fbarglaes Single Dew flash X canal 9 Tic I. hnr ru w Csle and mooth-Stw SW dT4 -1.PM d: okaw 1 1/MM No ye, NO WA composite Edge Flborglees Snow Door ommonglNA"; X cwdlpw~) 14 n. T erme•Tru-Clesslo old 9moolb-Ster "Ind a Q9,. Glaredr9m No es No A CoFNwpMe gkq Doet; nnwvMN0taw9M: X caAameta0 dAJAftde Sob Ism !balm mmum b Revision M17 love me andOdes ofteow. Meador Dam Apr- galls Nearby DowAeesmba Cempawm Wbredt Ev, - Ravenlosse ronssN aYMa0Mditd or a Uowwwd PlorWs Prebmbw Ni9luor asiomwmzmdma lac 3 BL U 42D AUNKN SW RMNFORM Florida Deparlenerm d Business & Prolosebrnl Repulal m BulWhg Codes and Se XW& Product Approval App&wdon DeaaN AdaLr rmmlld Aadlmlialml NOd slepw LWS Rcem*D lama (717) 3961M9 P641211/4 bmwf4K4mlad.a Cmdrgmdrm SMaes 420 AWMW SOD RMNMr4= ORO 1463Mbw OMigrYt Pegs 1 a 1 I lArmia art no GdLbodm go immm m ydddd bm summed rind elm stlren M. Wall. PE OM341017 011MV2017 O015/M17 1gn011017 Approved (717) 3174164 asELAhem■s hoomMLOLIM AAdrdJ L M him Lille gttaettlrloel■&em liwm gldldmaa NWM errs 12131=1b No Ym No WA 21111. LRI V-1- Yaguesoo i ReAlon 2017 Thermo -Tau Corpordlon cdpory: Edomw Doors 0ubcdpory: Svbgelg Exterior DOW A224mbmf ComplonN Method: EMkadon R4pri from I Fbrde Wgrowed M9Mea or s Ucenood FWkb Praess!" En9Mr tiaAtillAlftgale AMA Emgmd Yeddjhcbwer Names I a. Therm6TN FRer4la sic and SmootRSter Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail imm E nser a U.— Museum Rldt WAgod Lyndon F. SCWIA, P.E. Ftyim J. King, P.E. (419)296-1740 PE43409 (813)767-6M ackwe w1bldpormus ads. Cm Nommal 6Mr39;9 apMNOnNnpeClbpM; Oplquo cooped. Edge FiborpYas Smo Door pmeM900utwei g; X Cordourdm) Nominal 1011099 &WMNaNmpeCN,pra; OPWA Co podo Edge F1WgMu Shoo Dw Door P%p3w6 �I 12/12/2018 gig gate 2MLCmaoa Olt yatida9d ACmllad Fa&d■r -I AY9m1ad Y9m 12A3rm17 12n32017 12r112017 OVIUM16 Approved guagtrAssmne. AberN dforUs, AeerewdfwU, aaw g&IE GAWMRL WO&kLoo in HVHZ acrid vHz BUM&mt Eotmn 12131/M l No Yes ND WA FWWa Deparlerwnt of Business & PmkniWrml Regulation pap I a1 Buldng Codes awed Standards 10500N Product Approval Application Deist 6CAtkAd Ism )&mice Wmdbm rmalmd Aoftlt.&Uf mmmmum mdddw Ati.■d SFLA@m and AoswO Alma PAVIsIn 2017 MVIAndowwero Doom 9MKSOnter Lob RObMO LMM GOMMK Lkl*PE 01V1312017 0107111017 0M6Ag17 WSW? Appreeed WOW. IIIwMr Daum (717) 3ba aaW P642014 (717) 3174M4 NlCsba"I: NOW 01 1 DowAssebmo baWywOnd Rtoom Cmpbamm WNak eokwft RIPM Sam • Fbda R4gle4ered Ardtbwd or a Llewlsed FIN PlaAeabnel6ng' aAluNwKbmhmb QMoLAuamml &ugh AWN WdaLIM lo■m amo A■a maraLmmm ]alma g■fLkm Bowan EL 4 some 42DAWWOM 8W R■MOPORD BERES 420 ALUMM a SOD IIMNFOrCW OIL 12/31rAIS No Ym No WA xo, xx 9 kLv mskpwt Fiorids Deparbttwd of 8usirtea & M W*nim* Rep/atlon BWWk1g Codes and Standards Product Approval AppNcNbn Detail rape l a l /A20Ia Florida DepaAmsM of BLmkmee & PrOfeUWW Regulation Building Coda end Standards Product Approval Appal Mel Os%l Pal• I a I uemN RMIIPS t OWE go" gd gd adLbmos gu SAIAMM Ld loots gym go gm ima B gA m m Iowa o nd om added lasAL&LMm 3emd m xf id a ak&Ammg !■mad Arm Dot mad■ lbodoo L gg lodurJ;ur xddwm m meimd AdOW tlgA■mO A®ud Rau Prod" 2017 Olorlsy 0 - I - PNkmb Convem, Mai VAilarlatl krlerW Taft Iae NA, On PfrRlbr 11RWJM7 01VIa2017 12105017 Approved Revben 2017 Clspsy aullp Prodrde Cone" 1&k MAwwI I Inwek Tod" Swvlem NA, dry Pfrmtbr I IFJM? (V102017 120511017 Approvsd owwr: Brief« Dow@ (11113) 77940e2 kn (613) ol"m Co400wy: a dbI Door (513) 7704M2 Inn (613) 6104 M lIAc4 8 I stlwml Bewley Dow AaerrbMa mMabMlbWOcbPar— swec mpow. s•dbw exYrlw OowAasenblm mMmserletlOdolM).own Owprmee Ned" CmWWWM Mark «LMIep Compliance Waled: O&MbW n Mwk or UWQ eam�e.aEm ADIILAm Aomal&L" A■mrdAalo hod Dow 6■Aeaat!"�eram gmdkA mu aumetlac(M am moLULUE load Sol■ Rua At EeWdomkv wu LdomoaloA■ad lmAa gwimL mti arrrd acre■ Aog EMONLEMbLOMAKALIM boloLowsom rm k m uokwoaa alma golmdLlma ammo ftrr■to 37 W7 VOW PAN-2Ma1: 841E M, n 76. 100. 19L 76. Sod Per (ells. 26 ass•) SMOD CW (Up b Wr wMa) oV l/= No Yee No •30 PWAV M OM VA-141 PA14ffin MA 94.73. 76, low, 190. 4RIT. Sew Ice W&L 2380 Dome -Car (wr to IOV 01112MAU No Ym No .30 POF140 76V, ANT, 411180, WXr. sltsF, 2MT, 41. 42. 86, 4a, Vred)OOoas174; VA 0amgs Dew Far 4MW, WRIT, WW. 46.42. M. 48% 420. MG. Goes, MIS) VlDCOMW74; WS Senate, Dow PSF 4211. US, ' ODUV, ORB, GROW. ARM, AMV, WSW, ORB, OROSV, ARM. ARM . 60M, 1Oa6V am ADOSV FkRWs Depwbywlt of Business & Pmf ulm* R*WAilm ►.en, a, Building Coda and Standards /Aida Product Approval Application Detail 1LMIW. ar OWE AmaLa gin elm Odblos Oda Dug IN" mo d1■d redo SobUL&LWtu NdWO Rat me ARialfl l' &Am mar A■mdd mom Re M10 2017 CIIRMM DMslon of AADO, Imo DWICtece UL LI.c Ted asmbm, PE 11/30r1017 102L2017 i2ML=17 Approved Cggwy. EdbrbrDOW (441) 4943a44 (3OM M4707 swoor9wr. adwlw DO W owrOwMnb dwa - - aaamwwsy.m CM$Mmm MsaMbl MMeI MwkwLhlp In auYLMa■tm a molmia a■modltlre loud aro AKA mm■mamod■s LmamA■loAAAa■ idled amddlmm miter ft� I M7, 707, 727, 747, red 847 Apes sod Wes a Deese Fkrel WANd. ed Lasmwd aaoa And Pak! Of 1131rJOM Yes Ym Ym IBA hoof mow doom. aAllu m red ire )loss■ Iaod■ot me WOO 2017 M Vledwror WW Dose caueeer• VI 1 ub0aft wysOesA Rled OaePNeide MSNddt M NEF Won Mickw Wag dalmommEmald A■e alleammiNikodKKMM 1 lw rw Florida Dwwb.m of Businsse & Pmbesim al ReguWw Bu oil Coda and Strandarde P. at Approval Apploadon Detail passtdt WON AloLst no loss gMelmdlot gd rmdd solumA bm milimu at YAId1f/ ARdIYd arLbolow anus/ a" lremsrlge Armbd0Nl ArdsMnbral pavan M. Lkktl PE 12/31=7 INV1017 010U101e Approved (717)305aM0 MreeCMwoAwmdedsn (717)W74464 ldee4lOm+4dAw ameaLa Ong h mmodaLum a■■mafLmm loom; gmIN amm■am umn LrsmmMOLOW ■mla gialalma smite 1Smla 73It 72 Madame Glow 040032011 No YM me e90140 Florida Deperbnent of Business & Professional Regulation ape 1 a i Building Codes end Standards ,F/A010 P. at Approval Application Detal Wilson am �Y wDm mlwm mmwwo= Otom aaLIMM *NORM x d A niod fAcAmmit A go adLbom Id Argo RWWN 2017 Tow"STrs CWPWradm rock VVrom LVsdw F. Sow sL P.E. RM J. Dap, P.E. 1Ma1M17 1MSWIT IQPWM17 12/122017 Approved Cwee•ry: Brirer Deem (41R a961740 PE-43408 (813) 79746M bwbCal poe,n aedphp BwaDowAeewbles WmAOMamerrArte. ownedam Ysdm* tNkerUM Rpwfrane Cam Fbnda RseMWwd Ad" «s LbwMW FMN O Is Ube" grower 90&i rim Ao■odatlM ANEWELU AM loud Old■ Ara CIOrIgR■dAea LefotA mommi d 1.11M OmmiLi a Bohm emo■ 1 e&gV001000Web6400t. 9pM$N*O*OWG* :, eM38;9&*NtmeadL"Ot Grew Fb"OM 1241=1 No Yes Yes WA bquokClrwaQMbgrlot Of &*MtCMMWAOR Sbpla Dow -pq knnlp «Oulewlsg C mpm"M apartment o7 Business a Prolessionsl Ragufation Pepe 1 o 2 Building Codes and Standards 12A22016 Product Approval Application Detail Gads F11111I M 20 ale brio Pfmln. gam Let Vistaed m—&,I—, rmiP9t a Ncewaue.m. vrtdr.aev WWd" SupmDad FRCAlgmml Ammrad dlaLtl ReValon 2017 MWMdem sod Doors arms=nW Amorken AnlaodLW $lams M. Ltch, PE I22sml7 nnaw17 olmeno19 Approved Ca.gory: WMsmro (717) 3M-3310 Msmftdmn Association (7M 3174164 9ubCdpwy: Single NMg bmMpsr®mMd.om Compt— Method: CwWkdtIM Mork or udhp F 2MIJoeAtMIm091t ARKUN rwuea Amrewdrorum Ice= 2ULOR BABA O go Dan Himme IYrdetw RMelen 2017 POT htduodcc Cosmom r. VIYWOaor WwWeesmp: Filed cawporee mww* Conversion Yak w Us" nAmptAgalfift ft" 9 PW4=am" Wessel 6 aAlEmm Ld Dm min anddm; ReWbn m17 OVA end Owe e e— Wbr'. llnlWd40er.: Weens CwOplMre• awl" Cvsknowr Row from a Fiords Re-* ' A Wed «a Licensed Fronds F olosebW E-n lmor BAINNALEMOM Ada 2 am Florida DeIwARMM of Business & Professional Regulation Building Coda and Standards Product Approal APPUcallon OWN Papalal IMMI$ #maw go gam adludls go gads aOdmL&ldm■m melt um 3flamd adm Y flGAnrd a■mmd Ads DOM leek MMNOede 11000-CER MtspdOede BCOO-VAL 12OWR017 lagaM17 larAMt7 Approved (loll 4n4loo VM) 316,1M0 &Vwkop9MdugbM.4wm 9MINLlmedeA ameumLwft au mwigum kiwi 21 IN &M■daematM ace mma Adfbmta AMMr Ea YwA rbMO Wedele 04030= Ym Yee Yes WA Floral Department of Business & PrDMaional ReguM m Melting Coda and Standards Product Approval Appllcation DtaN Pape / d I I 1A/mti sum" no imi KAMa dlt mdmd )claAisr DMLDNN OWE Ldmd 9g mmd A■oM Arta add abepw Lids R Losses, Per a1Mn M. Uri* PE 10113rM17 1MMOI T lolls 1T 120212017 Approved boboWt4w d.owm PE42su m71a»a4e4 goYAu a■meamLum Auoo.lacum 1=9 gmM BodmUhudmo rmoeadAoladaLer hum arrdlma randy eR VsrWW AMmmm Morn 12131/2C16 No YN Yes, WA FWWI DopwWott of Bwkness & Professional Regulation Bulling Cad" and Standards Product Approval Awkedon Dstau Ppa a / IAaN16 atlmum GIN so" go ad ad boas ad Del mean m mumm reefd atdrt&LMoe )eldllmAt 3WItdr11 &do" f174AMmu ham" memo R•aNal 2017 Therms-Tro CWPW$Nn Rick Whrghl NMOrsd AOorsalMon A 10ar1J. lass, P.F. 1Z2=17 000=7 12/22/M17 ApgdoW C4bewy: Ibsolor Dom (410)2M-174C Mw 9 kre0 ($13)7W4eM aMCals oW. 94hrgei alarle Door Ano wblm *kvo-tkwow Aoft Cmpbwn MoNek CorMbdm Mick or Lleap oom Ba1A;lmdLmald somE w A■afflillttllr AttmsudafJM hoot ONO 1■a ememLo mwn Ou■rimmikina mmta Osman= amiss; tread 1 a. Watchweloc Warot arm 6*4111s of rrrk by Bed as OPOWAa d(Amed FbwgiMi Dow wb 12r31rml No Yes No WA Tkwpr►Tmbelok and WKWA!WORM hewkp AM OWNWIre Btlti�! Old Dub logo onwhom Rewhdon 2017 MVlY W wed Dom Camewy/ Bdebr Dom NAC4N$wr. 012%[.error DWAMWOM complww• Maack EceWMr Row lam e Fbdds ReglsbrM Ardasot or a Licensed FlarWa P -ft", EI19' B tie: Ra Ala! 1 SERIES 420 ALLAIs1Ua 900 Florids Depariorwit of Business & Pro%*W" Regulation Bukft Codes and Standards Product Approval Applkdbn DoW lomLm nor atmmetilrmml saw edpw lob Robert LedNa p1n3064= P54M14 DeWpammwd.em bubmumuddo SO=420 ANMMUM 900 ORO 14aaglgwd2eDlpbk NON4tMNFORM Pp let 1Aa01a Y■ no alldm om no Ym oom Idd" awlo H4A■mnl arm m Alm swan m u*K Per 0MS12017 "M 1rJ017 Os116O017 lo11011017 Approved (717) 3174464 amhu AAamts hmaudmLMl aamalk-um later gem■ LeremAnb&ALa lm m gddiUWa flag t2f•1■ 12/3MAIS No Ym No WA Florida Deparblwrk of PAwou & ProfasioW Regulation nse I a I BWidkg Codes and Standards limas Product Approval Application Detail 6AJWam red amts gd gd sm Plan gd Des memo■ Ymddam GUM a *NKALINM NdddMlt Yaldmd al.mtaa fwA■mal &mum a" FAVMM 2017 Mil- 1,ed wad Doors owtaninw Lab Rdwto Lamm 9Yvsn M. WOOL PE 001341017 4XV114017 06FI62017 10110r1M7 Approved Oe40eorR BOeIOr Doom (71'r)3*Mw PE4MU (717)3/74464 bai0sbagoo : ally Bbmr Door A.WW*s boMmomOmkvd.00m Ooweasma Wamk 6vedmtlon ReW lens a Pierce Rp11MO' AadWd of a Lfoeead No Proemlard E+19Oab« agunhaLbmald glldkA M AUM"tt elm bwou ULNE laud amo Ass! ORi■OOM1dM GamaoLlu admgo bmtia avumLmla flmfmm 2m 9 8890420 ALUYMIM SOD FtEWORMD IEPJU 420 ALUMINUM SOD MON:ORCE0x70f IN3141019 No Yes No WA 143tgrMpBaaquot Florlds Department of Mnkm a & ProhaionW RspLdetlort Building Codes and Standards Product Approval AppkAdon Detail Ppa ai '� IArm s agiiamm gob !mats a* g■ AdLelon gam mm memo ■ mb9m rradm XOWNL&Lm= mda m ifAM" A NArd aWANEW ANNM Alm Rarbbn 2g17 claw sum" PMdmb canpwr7 MNIr 1kMaleIbd hawY- Too" SWAM NA, Guy P1NMw 1140=7 011102017 12AMM17 Approved Csssgay: BOMbr Dam (613) 77040a2 IM (513) 5194mM 0*000 wr Acdond BesrbrOw AsswnMm mwelwaMdmdom.own Cow#lr Mond:CetlllOdM MwkwLWft navxmmzmom gmdkAIM■tM AotMNLbLAm AOM "LbL M aid 211M A■A mWllamm"m rmr.Mma■■ad lmta 9NNML= smear mme 0M V M e49 PAN,tP1M: 73, 76, 84A, 94, 4L 48, Ire, 481, SAM Pan (min. 25 OL) Sk*wce (up to OW wins) 0V2lrAn No YM NO ♦311 PrV-42 4116T, ORST, GDa, W4W ARM, EON WOOCODEM74; YM OOm9• Dow POF Florida DeprbneM of Businae & Professional Regulation BWldkp Coda and Standards Product Approval Application Detail Ppeldl tawis dANUM !md Amster got Lm DdLbe u gal Dm )WAIN MENUM r regal AuMMilim= yalimm At melding A bo M HgAomA Aortal Yea RbWbn M17 POT Mmmn Deers Rusk MMmwsfto 0-Cm Mw")sft c00-VAL 12FAMIII 1210=17 12* M17 Approved C4llemT- VA d. (Wt) 4M-01M (7M) 316-nm Nibcafapy: W eM lute dnred10p91ediMM.oem Ceeposswe Wamk CorWAsaen Mark or Whose amobannuma gmdkAr AavmdMA! A■mslaLLe 100 ➢Amu au aNdwilmimikokKALMM mmdammu m LrmmAuhlrtad mmta gmukku a arum am■ 7 SH4= (Laps Mw b - 1 -0 v" esels, a VAdow 0713WJMM YN Ym Ym WA Florida Department of Business & Rofeaforml Regulation Peen l d i Building Codes and Standards IAMS Product Approval Appill, 01 Detail EAA4811 DOA mmmmo nowhoa redo AtmoKALMom bmiso Se z rd A Wad MILANW d Ail and Ada Revision 2017 POT lnduabMo oew Rues M 44)sd•eCCO-Col MMnFDob SM-VAL 12101112017 1111101017 12mwm7 Approved Caeow VIAOIorY• (041) 4M4f00 (7M) 31a23M N+cabewn wa som dn+daoodedoludrwem ommo el w Weak CenMRoellerl Mork or LMNp goo Lai a mmutwim ammriaC)M am amlm A■a mmi■aredL%R gtrammloAmad Itmtia gmmdL= am mm ft r I MueaMl«AIDm MMVIN sw• AMnbmMMWkm 0111210211111 Yes Yes YN NA Florida DepaMtartt of BLMinaes & fthalo al Regulation Building Codes and Standards Product Approval AgMlc w Detail Papalat I uooN !lVmAi�l ask gookr 20 gala sublan a■ mm yad■ Emidno[ La1Mt mammmALMW villa" m del lio� f wLhm mal casein ilia RavMM 2017 Tymr►Tru CapolM0n Rbk VV119M NdoW A*Wodbbn & Rysm J. Nip, Pp- 12r1VM17 01021/2017 12412=7 Approvod CONSWIT- Bfrbrlor Doom (410)2M-1740 NImOmMrd hwdkao (013) 7074006 SM600"wp ewegprp erbft DoorAeaanON - so t'0911mdteda Caarp.. Mommh Cw&%WJm Mel w LetlWV oom ailmmmiudm lilloLA■talud aum diffim A20MO Ara■ IN" gift Ao! GedrgmEMB imo■ Lmffmt■atlt lima Oddmta amrar ITS a a. &*wtbnoobAWM*mt and 6pmtarrdaluw by es wed m Opo*o and Grimed Fba9M44 Deer veil 12031=1 No YN No NA 11,001"n-Trusquok card rr111ba rdaAlea. hmvlp andOapveW 6almltem a* BM Ifmo ommug PA.Wm 2017 WON - wMODam caaewyr. Deem Doan SubOoOpW. tilting ele•ra Do« ANanbas C•apbnee Waled, EOMYaon Row loss a Proemlenw 6nOlnu 6tl�IJe� &aa 2 aNEA 4M AlUMeRM am Floral Department of Btmkime & ftbalmol Regulation Binding Coda and stwilyde Product Approval App bOm Dotard AooLr rmdm A■rmt&Lbam1 sort9Wgw LuMR-'e Lomtl (717) U64M P941g14 bWgMrmMa.am babouludom $Dan 420ALUMMM ego ox, XO, )0( lllglboaWlMYt Paen1al I tArmu O■ gem adlnOm go Ndido 8 idow Aamamd M2AMMO &■mad Attu SMNnM Udek Fle 0613I1017 oM1rAll, 00,160017 10110=7 Approved (71T aI744a4 gmdkammms AouniALLe 6offmo aLlM loud ➢Ilia rmaaldhlbo■alm !what 20d kmaa Bohm Ifs■■ 12/312018 No Yes No WA Florida Deparbant of Bu Wrwm & Promo el Regulation Pap I or I &Aft Codes and Standrds lmmis Product Approval Appkadw DOWN ai1111m! aw maltu no gam areemm ad Ism IN" m oduut rmuo aldArAMi m migu AL 3Odadd Ad■Med f7GAumrd ANON Ada Mvkbn 2017 POT MOUNMN Dew Rmk UsnA40ese 9000-mil MwkDads 1000-VAL 12avAi? WNW? 12*VA17 APprevW cesa y: Bewbr Dean Mt)4"00 (A6)316-1a9W 900dogeys also Bemse OowAmerbae Miwksksondrw.aom Cawpbmlm Wslek OsrmodM Mick oru s" Baltl>lal.ema■e AaYAAAbom A■mmtsLIM AMMULSEJM ream; aofg Aua bobOL200e 2HOULAdtodaare bmaa ardmiL ma ambad rti 10 301541170 f" IAIMN lsp4e i V" samm9 ohm Dow 041114021 Yes Ym Yee WA Floral Deparbant of BL*Wmm & Profaolonal Regulation Budding Codes and Standards 1Armid Product Approval ApWAV*n Detail 6ALl&m ago BoOLK no aft Ratuds go MUM memo Mid om sumo mlWALLU a glasktl3t mm AOaau llgAMMO am m far ReeM m 2017 c lom Melp P"Now Oompeny Mork Imp Road InWMIt TosNp SoMces NA, Oey Pk~ l lrOMI 081102017 11IMM7 Approved esboey: Beebr Dose (513) 7704M Ina (613) 6104M Svii0slseoryngedi rWBtYrlor DOWANa babe �WY.00m OaopOmmeBRNee CwMoWm Msk wUdbv aAlEztmzmtm AMe emawjbdLjkmdwjLmm navau udlo rmRaaiAmMaINam1 alma giNimga MEMO lmlu■ 102 102 MIS PANaHM: 73, 75, 84A, M, 4$ 46, 42a, 4W raw Pen (mbL 29 9L) Derea►Cw (Wr 10167" 0&2i*= me YN No ♦a7 rWJ41 4W. OMT, ODM, OW. AR9s. EDSS was) vrocooeba174; We Oiraga De« PGF riwtuw Lmy—riant ut ouwneas a nvim swrat maywauvri Peg.1 d 1 Building Codes and Standards 12112211e Product Approval Application Detail G9dt E9tDL9c 2a4 arcs od...merma gda Lai xum amdaau Go= AWWANALlmma yAtdmgdatc yAtdatd aauYd LAGAnmrY Anmmd &Ulu RaWlon 2017 MWhdowe win Dom Bnd Sanger Arnwken MCh1•dwN Sloven M. Unch, PE 0112U2019 01famle 0irma16 Approved Cdpory: WAndoes (717)3603300 MaMMmn Assodwlon (7M317.9464 Subcoteda y: rtorkordw Sider bdongeromkod.com CemP6wMk c. Method: Cwdlen Manor ceders F aWIBLAlR009t AeererWraru.• AearewerwuN mM9t ➢aala0 Amt Preduea YedN. Number er Noma rr.e•.e w.edrten Gatdoataim[rMD,Omt lnlS)9SL gaaMfliDli &aldmt Pttimm 1 NS 'go Ph1 and Flenm Frame 73x621nadalod OWe mmsn019 No YN No 466L66 FWkie Depwknwd of Butkmm & ProboWo. I Regulation Poe If I Building Coda and Stendrde %=is Product Approval Application Detain MUM and Amos Lm ad LttlmdM ad Dab gn m tamd m Gomm ldMrA A m vdm m m 3mldad AdaAW tlga■mel Aumad Yam RavMm 2017 Jaime Wet Sukft Products, het. Phgdr Zhu Rwlew 1. own Jahn SoWw d. P.E. 0V2ml, coin=17 011M 017 lailowT Approved conswe: POW Vftb (9M 349.7927 P15,241121 (W 387-280 subcabpw. am" Pkod-wim4mw od- Co plYrm•MMmk 6Ymhwtlm Row Rom o d1s am Fledde RegMlwsO Amhbd as Lwased NwWe P1'ebo w Enole w 6ALill�ealml godLAdmm AMmadALUM Aim iumn loan Lon fie a memubad M SflmtAlsdl■ad alma alb array ft A 1 Ceni41, * Lap Map sMr-0 w cep swing 1201t210 Ym Yes WA MA N N OCL }� Q O CU U CU V Cn O O Q. .2 O ^^'' W 0 LL— •� -a —0 O L CU 2 .� �`/�^� VJ Q Cn a C� ■ a� M O W rvv� c`V O L � Q C Cn O Cn V W Z Z Q J d SHEET NO. PA 1.1 Fonds DoIna 11 o of Buekun & Pmkubnsl ReguWWw pope l al l Bdkleg Codes and Standards IMOd Product Approval Application Detail amianm Sae wdrtal Ore Ore adLb and lime me mm mEmbo t am" wMrAMm Yaddmdd )Wiled lramwrd EWLANI d ammmd Min RONWO am? Jana a1M9la adore POW* Ind. Ili Zhu A-.1.0"we John aaMrO, P.E. 002502017 091WM7 0002M017 101a7017 AppwW Ceepory: PNW WW (90" 30 M7 PE-M121 I3p367.2616 aublAnessoy: 9MYIs pkrpNWe.>dergetdMror Compounds Waled: eakoolon Roped tom a dlo.mn Flails Res-' 'Mailed or a Womsed Moro& Pro/ahtlona on~ aminuaLbob" ammumliu AeemrLkLum kear Odd Yal emalLomm rla 20WELboboonam am 2drdelm Bob= boners 2 )NeWPamet Loa shoe abeeowmm lip ekes 12/31Mp0 Yes Yes WA WA Florids Depdrbrlaa of Busineses 3 Profeesionel Regulation Poe l a 1 Building Codes and Standards 1m011116 Product Approval Application Detail SSale43l raft ionic gm no Wkbtre bb BE Ymm mmu mmL remr dad66rALketM MWMWAlL YaIdLIW laeealkd ORGeNUM AsemYod Mmr PAwhim 2017 1s WbOave and Dow aweds" err Lees R LomeA PE eWon M IAM:, PE 10232017 10MIM17 1045WIF 12(12=7 Approved C•- , YlerOow (717) 305-M PE482614 (717) 317-0464 asecasseMr. Muslin bare a,r@rmaes.Oom Co pbsom Mestadr alaklebm Rapes dew a Flards M9NIsdd Aweed w a LbwmW Fbdit P,bnwrw anal dCMMmiboom gmaoLAeamee Aemodizakt adrmrL>ot.YM arm oWSS ma lmYtae okm gmelalearmam km gmmk= Boom mWSS 2 6764 VardoolAhm 'm Mulon 12131=8 No Yes Yes WA I'IorWa DepnMlelK of Business A Professional Reguklbn rape 1 a+ Building Codes and Standards 14001e Product Approval Application Detail h7aM14171 � Its lmrkr no gm amtomt are gob DU MINIM mm mmm Wmr OameasAllrtr mmmmu Y Yddm1 fasrlyd araemaLi Annew Mmr mm IkMO l mdw= RevWon 2017 POT WAK"n Down RuWk MWnFOsae Bow -CER Wamll0ede BCCO• VAL 12MM1 17 11116MI7 MOM? APpw,td Flo WIN 1 20/7 Janes Nuft Bddee Pwdab, Me, I - ,, Whd,- (941)4"00 (7M)sttlm cowp•M Pow Wile soeca losry: Muaws, am or,BhRR9low.dan ambesbpw. Dace 1, 1-rles WenaM thaaloden Mork at LWke Coginow enlace !vermin Raped two RIn floobsored wtal Ambled or a LJowned FW gmdkA llee ARKNo kma ASSmrLttlka bl2NA gem A" mmarAMadml9t 1. WAR QMNMLM M tiniest Gran 1 MUBon M M Does en Wbdew AMresem Muaoes 0MMMI Yes Yea Yes WA Yal + hnpkarer Lop BIdM Florida Deparbnent of Burl m A Professional Regulation Bdlding Codes and Standards Product Approval Application Detail pop Ia1 111=16 ldkLs go we grebwu am remr lm kut& mma Idiom mwmm AMM" Ewgenmmi hoo and alma IAA VMM Lw Rot" I.Opowe John Dolddd. P.E. OVUM? 0610e/1017 M7JM0/7 10flWAD17 Approved (909) 34"M FE4412i (30M 307-MM pt4*-Oslrudtonl W dWow awmkaelSSee ASS ERtAKUM AaemmLkulu beer awl bdoMWesdldM SoemrlmllSSgm etllltli 2dkmLm Bohm Panes 1itFosrtret4 lip Wks 1201r= Yes Yes WA WA Florida Dsprbnea of Suaklaes A Pnr2fea6bnal Regulation nee, at Building Codes and Stor4lards Ifilaow Product Approval Application Detail Florida DlpaMWR of Business A Professional Regulation Building Codes and Standards Product Approval Application DOW pose l al twm,e Florida DepaM+ent of Business A, Professional Regulation Building Codes and Standards Product Approval Application Detail pope, a, lesions FWIds DopelvneM of Business A Prohedonal Regulation Pape 1 a, Building Codes and Standards lows Product Approval Application Oetall dllifliB! tilt ANN= gat go gmbOma tart S3Cilmn !go YBIL9t gale glue 2MLawn go S3w11a�Bi go wrw[a[ 20 gall DalLbtme lies 6am1i4Jm We Stmkot Wk Wk b bmm lies an bmm ilmrmm go" DeteLAllMea NLINM B Yo11sm 66109 ffi1®al amend lilac MISS riche NMNi9Yar QUM OereaMAlleeml ldllrleilL 1 omm a"" MMAN EM h=EW 111Ya me AMM modkd Mt lmaler foal oLkLYeme riilOrelAt Ysilara IMYSYtl Pend®st sasm d no& arm mewo m mdldm aadrri LDat9rtillaema lOrlirlydJet feWlWl ahislld lwGaa®1 animal ama PAW" 2017 Jones Hwft Odor PtoerdA sea Pkeawls Zhu A, a I. M. JAM android. PA. 08062017 000M017 OE2aM17 10/1M017 Aisem od RVOWo. 2017 AM* NWr Thompson L71don F. aaadat P.E. Ryw A loss, P.E. 106=17 1010542017 10M 12017 12/12IJM7 Approves Revhbn 2017 AWtls Work Thompson Lyndon F. sNnedt P.E. ftw J. Kft PA. 1004=17 100M017 10/11/2017 12/1=017 Approved MVNIOn 2017 OAF ALWteN mesh Rawt F6Mnksm John W. KnasMon, PE o9wM+7 06012017 062M1017 12n22M7 Approved 1310 - I Pews WraIN OW 300" PE-U121 (3m U7.250 1. - .: Pow Noes M" 22222m PEJ640 (813) 797-065N Cole-, P"Ird'se MM 922-230 PE.42400 (813) 707.0Ms CMsaory: Motions (SOM 7M-2M7 PE-Oa,M (s64) rm-s .4 auIsCaYsaF: eMbs s+ bcofto Y; so0b rdraampeerlmeNMtAm subca" orp: some rAlareownOsWds.00m aesceroeyt Aaprlt enkew .coon tYerpeetw Meow h lbakaOon Romt *000 dNJom COalplarw sehllo . ankwlon Row from • CesseateeYelme Evekaden tom a a FW42 R -1 AF~ or e LkWood Flaws Florida Roplel ed Mdeea or a lJestlaad FWW Floods A VI Atdlbd or a Wormed FWW Fbrts Re-' Arched or a twtnesa Fbrde ProbesW W an~ nabesW W EreMa Probrbna Ergklw Pro/awbrW a slaw dmLUaLboom gaoramleaem Ad muntim Arm mium a AemmLlilke a m Dom d&um3mlm6m aeoLhm asumrtlmlm howmalalm Yams 2WO d M boslm sirolamo•LO eSSmrdktge eammdiLYM bon Dori Ytl Gmtlaehon rAlkLmwWBmSSgm aLmwM SYdwalm amm Ee was! meml:emdllM WmrddrYLWk kWAR WrldemaM avido ft d Yal SiSSlyd!➢mllwSSWk YLmQM SedlfemgM wekkr mean MR Gesv.Imoddm guide= dames !helm 2 1100PIN Lapmens aboeowom lip Noe IMM20 Yes Yes N/A WA I a. igok2T&quot aim Vent or peed Vbo suit 1213171020 No Yes No WA 2 b. aqu*AlWW T46prw1; slim YM or am Vkryl Mom 12MIrm No Yes No WA 1 WF A*A Rol akkon Fewplaes tor. Ili 341b, howrleked,$40 and 1071WJ01• No Yes WA WA hWfte MOM ehklpbe Fbdda Doprhnrd of Business A PrognsW al Regulation Building Codes and Standards Product Approval Appkstion Dstag p.6.+at lrsood 6goam got iota[ am M Re bdm gm Mtn >mm almdmkm gaoler dakOta•MY gdkbk b IWmd wasrMW B IGANNNO AMmrd Mmr PAM" 2M7 TAMKO 0011106e no*mb. bL Ksm adorn 2Ldary R ft" L90ka aOl. - 10nSWIT +00WIT 1021M17 12I12/1017 Approved CensOsy: Rookie (4M 6244644 P1-74021 (134) 300-10M INa4apory: Lfrdweyrllwo :mnLedwebmko.mn Cagemw seaYlS - tvdreth.n Rapat 6om s Flails 114eNrNed Amhbd or a LJeenesd Fkftm P16roeslaw FJesdor WroLAaume Aemardkcur Ammmlrblar Maser Deem desl OrarLGrdWaa gpmmtgmtlmmge• YaSIgM beldameM Bmlakm ltelmlm • lib. 15 UL Asphet a McWd alsaao 00 01A77M19 Yes Yes WA WA Fbrlde Deparbnsa of Bu*M al Protassbnal Regulation P.P l sir l Building Codes and Standards 1m2w0 Product Approval Appli c V , n DMMI ISi&Osnsm sat wdoesa are lime Amnon ors MISS MEMO, Wmmmmt Domed adwELLU soma NdMduM 1Wdalad Addood a%ASSmra Asmmsd alma FA WIN 2017 LV. Thompson, sea raw Thompson AW4901eN Toy CM60 mrn zedwy R. P" L.odw Bowden 10,16WIT 10"Gai7 10`174101? 12MZ=7 Approved Moe► OWMWW(TAM00) (e13)24.74M PE-74021 (334)3Wo160) Carta- , Rmae I, 'awlrWMo'- own Edraabaay: Reslte Aaoeesades MN w an bMpw Pan ail. Resie B7NMn 09911- iftsroe ovelso on ROW from a FbrW Repbord I AMhbd M a LMWdes ROM@ P1proesW W Enoww amisnALemem aldkae adlmmiaLlm A MBmdllcgM a" Wem aw GmedasarmSS OMm uhmmooL r 1 L= gddkl= Bmaed am 4 TAMW Roves Top 054WO Vila Wkh Bert/st Tic 269LaMINRdVWWMOWMDAS oM092026 Yes Yes NIA NM Florlda DepaMlarlt of Business 3 Professional Regulation Poe 1 a 1 Building Codes ard Standards 1,141016 Product ApprowI Appikalon Damp lid1BUM got lalkkr gilt die DdLbmm Ore Mon lkmlE IlWANI am goom dmrcAlkm m ddrmm idow llemlkd MgAmmoor aemmd ilea Ravwen 2017 LV. Thompson. km, dice ThOmpa: AroObaMa Tay ChrMrmn Zaday R. Prrod Loral Belies 101M017 10MOMIT ICAM"7 /2n202017 Applies Maeb Case"(TANGO) (113)2464M P674WI M4)3WIsW n. 6 "+I Roo" role" -own SabOddsay:11 -1 g Aaareerw ew w m YdepN Pod ail Rorie sy61Mn Comp m MWW: hMnem Row cane Fbtros Aeres Amhftd or a Cleanses Flo PrdeeslerN Endow Bd'J�lmiboolk ggdkAm ammmtw-ft Anmmuffim Years gem wrl amooLmouLmookumLem eme Lumemlm GammEOrkrmdle IOmOM adaliLum Bum" E M I TAM00 per Top OaRMp VMK wlh IWO for Th n p. saao roof VNM or w11 belt Oa091202a Yes Yes WA NM Florida DepaAmrd of Suailees A Professional Regulation Building Codes and Standards Product Approval Application Ddall posh+ INWIG I Ant imsm 20LEM� go ma wm omwhdSSt Waded inanKAMW mdodu It l wee ado" llr ema A==d Mere RMNen 2017 Floras Maw Produce, Imo. Clark Jaw Jens L Buder. P241 MId" John Musa, 10111MM7 10MMJM7 1027M17 12n2M17 Approves comemr. Poring (04) 743.e40) CBUCK enprraa+ke P.E edO9laesery: Rook Aoessoawe Mod we an oYlkOsontm4wm PE-31242 (861) 414.7667 teyra Pad ail• Roofed Byebm Cslepaorws Waved: nwkwwn Romat town s PNrlds RI1-- Amhftd a m Umnsed Flails Pf*b"WW Enp6taar fullmkmfmhm OmrnAe h mmmabLum AemoibLum boat geor Mon!EmdoAmadikokKALUM mooLoomb" guesiseklYo ilm bL w 21NMLt ail BWAM PJdeISS 3 3 - FLAMCO &Wj4tRV 10 Rldpa Vweplwt AMnksml Mop Verde brp0viles roan Nbrlowad 12P312pZ0 No Yes Flo WA eve 0025' Msdhes Flonlda Deparbnark of Business 6 PM%Wim* RaWWM nee t a t SWOV Codes and Standards hews Product Approval Application Detail aAllo 6i Sae Boom am Om RdLaom Don 111111 liwo lkmoo m Smkr AMMELLU M YdrdRMt Stilltkd lLOlrkO 9W fiando Amo m lid Ewa PA Iwo 2017 LV. Thpetpmen, bL dbe Thompson An hWOffM Tory Cw4onw, 2edoly R. P11ea Lope Border 10/102017 /0PI041017 10n7M17 12/12OM7 Approved Mali Ow moon (TAM00) 013) 24634M PE-74M (334) 200-11800 CSs•porr. Reese wrlyropovMYoafto m Ru bs ubs Acommor N on es Mw YINpa Pal d Me Re06e ayerom Caspbese bledweerelal1 Repottans Pbrde Rashebrod Awieo a a LJ.esees Flerde Proboft E119k1eer nivalLabokm gmdkA� Admed.ttlke houm Lojm man 2ma Sul boaMtD.r•wSS Wdmriemd La YLmgM gmumLmma dueler col 2 TAMCO OOowae Void 25W 09QP702a No Yes WA +sod2.5 parbnent of Business A Professional Regulation Paps I at Building Codes and Standards 1I7r2ols Product Approval Application Detail S'sLe entry or am no gra.Caodm Wtt lice Yar90 Wmmium coltod nmarLLloorms Valae.e By Y&WIM flubloold FOCAwrowr Aamand tame ReNNon 2017 Lamson, Inc A dr—Carr Jam" L. Suelm f. P.E. Slmn M. Urich. PE 0"92018 12AL2017 04n5ROle m22018 Apprmd Cat.goy: Roofing (501) 982-6511 PE-31242 (717) 317-8454 9raColegoy: Roofing A —series eta ere an scant alome cam Inegrol Pen some R*Wg System Compllenn Mahod: Evawallon Repel from e Flodda Reg stersd Archltea or a Licensed Fwdde Pr.(-imN Eno. Q-11W Aw-- A—ved fa Use Aeraowd fa Ues WHOW Dow - and Product soar. Number a vend Product Dowlabon in R1mz OUtIld, NVHj Sedges PrImg(a 1 Deck-Ak- DM Low Prole. Polypropylene Pledge, Rod Vent 07/102021 No Y" No •97.51-97,5 MealeslalN Adeahes to Plywood Deck. Florlds Deparbrlsnt of Busirlea At Probulm M Regulation rep l a l Bulldog Codas and Standards /maws Product Approval AppkWM Detail BAABISA i Sink sl ka gm dal OMLB O" Wk mm Ivan lkmldmmt mated lodMKkim YalildSa[ YsliLlad AWWO d B RANN al ABM M son ReVNaon 2017 LV. Thopoon, bL dbe Thompson Noldleaera Tay CNWW zoom R PtMr Lode Bowdal 10n0M17 10noODI7 IW17M17 12n2M17 Approves L%Wb Comps" (TAM00) (e17) 24E•14M PE 74021 (334) 300.1141110 assessor: Rmhe 7ft. eaa0IN9,00rn JOINtes Aooeeeaw /art w es heel Port dad MO1krp 9ya w aaarplellea Mesons blwklle1161r Ryas eve s FW49R 91olmod Awrha or e U*WWW PIN PMNesww an.. 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Kuhn Lake Bowden P,E. 10I722017 10/102017 101172017 12H22017 Appr-d Cupory: Roofing (352) 498.0778 PE-7S519 (334) 300.1500 SubCalapory: Metal Roofing Info@gulfco"stsuppy.com Complarrce Method: Evaluation RepM Ban a FIMde Registered Architect a a Licensed Fknde aut1M FYdaelonal Engineer • ma!Nuamber ar Marow 91mh1-Aga Product Doserhodon contract - F3dmtlmaat, Ancrovadfa Use Aorowtl In HVNZ odMammi IN Use 6m1at6M glwm Pressure 1 0.0326qud: Aluminum 5V Crimp Mk 0.0328Wd; 5 V Garry Aluminum Roof Panel 04/122024 No Yea NIA +N/A/ over IW28qudlyvc ; Pod -108.SPSF 2 minum uminum Gun Ld 0.0328qudAlu Mk 0.0328csud; Aluminum Gulf Los 166qud; Wide 04M22024 No Yes NIA +N/A/ Rod Prise ova 15r328quct; Ply-od -11 SOPSF 3 I&qucL 249e. Gulf Snap Id quo; Gun Snap 24 Ga. 178qud; wide Rod Pane 041122024 Yee Yet NIA NW-131.OPS over 15133qua; Plywood 4 14ouot: 249e. V... Loc 16qud; VeraLoc 249* 18.58qud; Wide Roof Pane 04/122024 Yes Yee WA +N/Al war 15428qud; Plywood . 38.SP8F S 18quct; Vw.L. 03Uclud; Aluminum %quot: VerpW L min .0326gUd; Aluminum over 041122024 Yee Yoe N/A N/A/ 1M2&qua; Plywood -101.OPSF 6 1.S6qucl 24ga. Gun Snap 1.58quor; GUN Snap 24go. I Uqud; Wide Rod 04/12,7024 Yea Yee N/A +WAI Panel over 15/328qud; Plywood -118.OPSF 7 1.58qud: 24ga. Vassal- 1.5&qud: V.-Loo min 24ga. 188W ctl wide Roof 04/122024 Yea Yes NIA +WAI Ptnelover 151326qud; Plywood -123.SPSF 8 28qudC 249e. MpaL. Mn 24 Ga. 26qud; Magetm 186quol: wide Rod OM122024 No Yee N/A +N/A/ Pane user 151328qud: Plywood •10111PSF B 24 Gs. Gulf Lck Min 24 Go. Gulf Los 188qud; Wide user 15228qud: 04/122024 No Yes N/A +N/AF96.7PSF 10 24 Ga. Gulf Sean Plywood Mn 24 Ga. Gulf Sam 168qud; Wide Roof Panel 04/12rM4 NO Yee NIA +N/A/-93.5PSF user 1x4 Wood Purfins over 151328qud; Plywood 11 24 Go. Gulf Seam ism 24 Go Gulf Sam, 1 3N&gtd; Snap Lock. 04/122024 No Yoe NIA +N/A/ t88qud; Woo Roof Panel over 151328quct: Plywood -108.5pBF 12 26 Ga. 5V Coro Mn 26 Ga. 5V Crimp Rod Panel over 151328qud; 04M22024 Yoe Yoe N/A -NIA/ 150.SPSF 13 26 Go SV CWW son 26 Go 5V Crimp owr 15A28qud; Plywood 04/122024 No Ya N/A -WAR131.PBF 14 28 Ga 5V Crimp Mn 26 Ga. 5V crimp Rod Panel war 1x4 Wood 04/122024 No Yoe N/A +N/A/ Pur9ns war 1542&qud: Plywood .155 5PSF 15 28 Ga. Gulf Lair Mn 26 Go Gulf Los 168qud; WWe Rod Panel user 04/122024 Yoe Yes N/A -NA/ 15/828quoL Plywood -161.oPBF 18 28 Ga. Gulf Lek Min 28 Go. Gulf Los 168qud; Wide Roof Panel over 04/122024 No Y. NIA +N/A/-03.SPSF 151328qu0t; Plywood 17 26 Go. GulfP8R Mon 26 Ga. Gulf PSR Rod Panel over 15AUqud; 04/122024 No Yoe NM +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Pegs2of2 Building Codes and Standards M2112016 Product Approval Application Detail tnt sameProduct auwmLAULLM Descriptioncons Naolrellti Bite ANIM2 K uu IDAPdIi "moved for use outside KAU mpg;( Registers gglcon Pleasure. 18 28 Ge. GUNPBR Nn 26 Go. GdfPeR Rod Panel ovar 10 WOW 04/122024 Yes Yes N/A +N/A/ Purllns over 15A28qud; Plywood -151.7PSF 19 26 Ga, GuhfPBR Nan 26 Ga. GUIfPBR over 154128qud; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Go. GutfPBR Mn 26 Ge. GUNPBR over 1.4 Wood P.Nlns over 04/122024 No Yes N/A +N/AI IW26qud; Plywood .151.7PSF 21 28 Ga. Guno Ise 26 Ga. GulfRro over 1x4 Wood PuNlns war 04/122024 No Yee N/A +N/A/ 15/32&qud; Plywood -164.2PSF 22 28 Go, GUMNb Mn 28 Ga. Gu"RIb Doer 15/328wd. Plywood 04/122024 NO Yes N/A +N/A/ SB. h Rib 28 Oa. GuN Min 26 Ga. Gumtrove or 15/YS3qud'. Plywood 04/122024 Yes Yee N/A N/A/ -1592PSF 24 26 Ga. GORIb W 26 Ge. Outdid, user 1 x4 Wood Pur ins user 04/122024 Yoe Yee N/A NW 15/32&qud; Plywood -184.2PSF 25 29 Go. Gulrttlb Mk 29 Ga. GdfRb over tz4 Wood PuWrrf over 04/122024 No Yes N/A +N/AI 1Sn28quct; Plywood -123.5PSF 28 29 Go GuNRM Mk 29 Go. Gu11Rlb over 1S/32&glat Plywood 04/l2fM4 NO Yes N/A -NIA/ -146.OPSF 27 29 Go. GUNRIb Mn 29 Ga. GUNRIb over 10 WOW Purina over 04/122024 No Yes N/A -NIA/ 7/166qud; O.S.B. -101,OPSF 26 29 Ga. GumBb MN 29 Go GulfRb over 7/16&quot; O.S.B. 041122024 No Yes N/A -NIA/ -116.OPSF limaskjIbala Coda Version: 2017 FL m 11651 Application Typo: ALL Product Manufacturer. ALL Gregory: ALL eubcragory: ALL Appllc don 9lelus: ALL Complrca Method: ALL Quality Assurance Stiry Contract •cghed: ALL Product Model, Number a Name: ALL Product 11-Aption: ALL Approved for use In Nil¢: ALL Approved for ua Outside NVHZ: ALL Impact Resistant: ALL Doolgn Pressure: ALL Due Frrn: ALL Due To: ALL N L _ CD C C . 7m CU V 0 Cn O CU ��re V/ 0' O C O a. O ^W 3 O CU L2 O .0 Cn O L C .- ��/�/�� vJ d Q W J �J C 0 0 ■ _ Cin If 0 U) CIV Q CL s< C/) O L CL V V/ `M� W cW L Q Z Z Q J a SHEET NO. PA 1.3 r A 5 2l-�p19 M