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HomeMy WebLinkAbout39934 Dawson Chase Dr1W a rn gORK SHALL C`OM9L CODE �E�AILIRIG ES FLOaIDA BUILDING i; IOFJAL ELE'' x� CODS, THE CIV O��'H`�RHI�.LS ORDmANCCES REVIEW ®ATE OCT- pLAN N'+ ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv, Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT, Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD, Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Instill. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KtWALL or KtWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Latin. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV,L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MINIM IN[NIEN, 141 - :4 1 :4 1AL11 A YA 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE 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. a 0 0 Q 2 M C11O z o d J th CZ. N (7 R W(A z �-J - L Cn Y o o Q WQ) Jim '— Lu c U o c Q m W O' �Q N N Z MNaz w z UA to 44 `= % oY 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. r- 1 W Mz o Z LL Q0 =o oo � �m a& ?® 1✓ 0 o ro ¢ Z g 0 6 W O ¢Z CDa CV z wo W �W • f6 (n C _ C � Y ym O O iz Z a Za a �LL x r3 t■ O u ¢ F X_ a IIIIIIIIIII■ CD d °3 0 `O L •' O O .-. O Q C ~ W 3 CY) c +- T LO U) rn r r O c10 04 o m Z Q U)Z E O ` ca c ca a E 0 a cc v ¢ 0 c c � JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. C S w LO A D S3 S3 H.B.T ■ � I 17-0$"I i OWNER'S SUITE B 8'-0" CLG. �, CARPET 5-SH 6" DPr R ------- ----- -- U) 00 X - BUILDER TO N PROVIDE W.H. APPLIANCE O PROTECTION 2 -15WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. 20'Og" I I I I I 1 I I I I I I I U 8O,w0 I 1 W. I.C. I 8'-0" CLG. M� I CARPET _; 1 1 - I I I I I 1. 'I - TIE - C W 00 00 S3 I N T-4" o cv (4) 2x4 #2 SYP STUDS FIBERGLASS W/ USP HTT4 @ BASE RROU J2668 I HANSON I BOX @ 36" A.F.F. 1 DRYER VENT THRU ROO EDGE OF SLAB 2" BEYOND WALLS S3 I !1 I I l l I I l l l I/xI I/� Q QII L � K (4) 2x4 #2 SYP S3 STUDS W/ USP HTT4 @ BASE I I 0 1 I p l I I p I i OLu I w l I > I I I m l I r I NOTE: FINISHED I 7 WALLS TO BE I t FLUSH. VERIFY IN I I FIELD. CC D S3 S3 1 l J I I I I I o 2 TYP @ 1 STORY A S3 LO N 60"x36" SHOWER 1° D T 0 AHU R.A.G. &S -- I 'Ile ( CD FAMILY R M I 9'-4" CLG. CARPET 23'-03" in a PT. W OPT. D F 1 2:12 VAULTED CLG. _ ` N � - 6 8 8 10'-103" 8 3068 O 4 T-10' T-8" ENTRY „ 8 -0 CLG. c 9'-4' cL in 6 11'7$ 6N AT T-4" I 1 2668 MN�4'-0" 5-4 600 R&S -- --- - - ------R-&-S------M 4_78-8 -HDR 2668 " '4 `' -6 T-6" o, 0o I o PATIO CAFE 8'-0"CLG, d CARPET E U) Om / I r0n 5068 B.F: BEDROOM 8'-o"CLG. CARPET io r' 10,��� r 2 BEDROOM 3P CARPET 10'-42' I � `"' 4068 B.F. I I BEDROOM 4 $ 0 CLG.Lox ~ CARPET in o ; 1 OPT. I RE-1- co �- �� _ _ _- �___�--------] 1 1 0 a I D.W. I _ 2' _ j is -3 w �o �w MO O W W J T Q N> 20'_��� J 3L V � ,� I 1 I Y 2,_ �� CO 2'-4' I I - ILE SINKwl ISP 2�_ v / ` ■ / / I °° AC PAD / I P NT Y =w rn W FLAT L �,� 5-SH 16" DEEP M�� ^ t t ro 00 eo d 1 °a 1 2" 1 I 00 °' TYP @ 1 STORY A S3 TIE N I I I FIBERGLASSo, I SURROUND • N 1 36 36 --_- ___ O r H Bt EGRESS EGRESS A O S3 O 15'-10" HEADER SCHEDULE SIZE REMARKS KHEADER (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (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 R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25� S.H. 13 20X381 18JX37i S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 � S.H. 16 20X72 184X714 S.H. 1H2 271/4X26 26X25j S.H. 111-13 271/4X38 26x371 S.H. 11-14 27jX50j 26x50 S.H. 11­15 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 jX 63 36 X 62 112 S.H. 26 3711 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S,H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 J X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - Al SCALE: /4r=1 r-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. 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" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 GO SEV;Z4"" NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE I -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION (GARAGE / LIVING) 1 WFizzi[c2,/G7ffia191-0•T1-01 a Q M N z o S z a v J M � N E3 z 'O n' V^ W CAi Y fC3 "-' U � ¢ '�• w In C�_- E o � � �- T 8 I S 0 8 U o y O ID ° 0 Q C m �m N � � W yy # Z FQ:=Jc988 w w W - ai j��♦�4}��i((� p a Q us Z Z a . ^_ _PC E LL �,'4� off 'd' "14 r • v b rip l ✓ J y Li. p '• cj `tom To the best of the Engineers knowledge, informat on 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. o M Z a� W z 14E CLo wo o� }m a� z® oa U r f 6 Ki ,O U O E N J0 ap �o ¢ a ¢� L r6 _ (n _ Z Zz Y U ' 0 O Z N J Jm o �w Q W gm go 0 a C=>CID azC z Y w ~ � � a= a 0 01 3 c O L LO .i O O ,.� O CL co -C o U II1 m 3 r "0 o p� I- LO T = Li') rn N r (1) M N 3 0 o Z m z C y O E f0 C a. V J ¢ J JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. 1.0 3 N S pOp O ti Ne LO Q N S O O O J pN-4 I rn H Q rn E 9 E 0 S .o O v 0 J N 0 O rn 0 0 2'-84 MIRROR 0 0 00 00 N th n O O \ M OWNER'S BATH OWNER'S BATH BATH 2 0 C) CCl)HOOD / \ oa CV N 50 DW _ O c) cM OPT. RANGE REFKITCHEN ISLAND KITCHEN KITCHEN INTERIOR ELEVATIONS_ SCALE: 1 /2"= V-0" MIRROR a L r n n z N O rn c a� v -a to 0 0 0 Z. c"I (M tp to I rn m c v S rn c tz a rn N O [Z E H CD E 0 l- C C J d ti U O C.Jo .w a 0 a n: S J N ti C7) N as 0 0 a rn 0 N 15 W > 12 5� HEEL TT_ T.O.M. HDR HGT. TEXTURED o CEMENTICIOUS FINISH ON C.M.U. 80 °O (TYP.) zo RFL.----1------`�----- --------------- 12 5� -------1-7-1 I.-011----------------------------- N in 1 14'-0" RIDGE VENT 01110-11MININININIFE7 MINININININININ7 M�INININININIIEI 12 zz::::�5 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS Oil FRONT ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED CEMENTICIOUS ao FINISH ON C.M.U. zo (TYP.) — _ F.FL. N LEFT ELEVATION - Al 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing Intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. `CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. 0 0 M � Z N O ! — � g J M Ci N M z W N a CD � Cz fly T U% Y fC3 w 0 � a 'a'C,• J O W~ In c E to � � o U — omin g V o ¢ Y N �D Z�o m ii h o w o w Z Z M O� � a "1' w LU Q 10111 + LLMM_ � +. 0, 4 + Fa+ 4.11 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 ath Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, d to w z Mz o J ctr Q E E ° zo o° >m Zry Z® ~ �= oa Wca � 00 0 zE E)� N d) L a1 o � zo ¢ o a Ig W 2 =3 r0 � _x z �m m O OLL >Z z to J Cn ¢ ° z OLL� � W �z CD J W w¢ O 0 �O O CO � z¢ d 2 �3 C O 0 L >> L0 0 0 �•+� 0 Q co L2 .0 o ^1 m T � Q � •� T 0 r It O T 1 Coo) � T a� O co CV 0 o Z z c :3 � E p a E ui a U 0 Q p � JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. 3.1 CD 0o T r1 t,A — — —-------- �1'-0" 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 EXTENDED OVERHANG TO BE CENTERED - ON DOOR 14'-0" RIDGE VENT _ 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON G.M.U. (TYP,) ------------------ 12 �5 REAR ELEVATION — Al SCALE: 1,4"—,-0" T.O.M. HDR HGT. -- a, — — — — — — — — — — — — — — — — ------------- -- ---------------------------------- TEXTURED TEXTURED - --------- CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-001 (TYP.) (TYP.) F. FL RIGHT ELEVATION — Al SCALE: ,,>"-,.o" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063, R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 13 ca R-0-- J M d N 13 - _ M z X1tJ'1 LL3 Y w r` N cL, E o �N •, � U m w m �— E — o g U � � • rn iu Q rn rn ® Q �m N �D M LU L2 U z LLM Z p a W ) 9z y^ oU w y z nw LU �Q Z 0IUL N - W'\- � N N a �•., , 'V"''/ '0R O F E 11 `O\� N!l1111 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. O w M z z oF z o� E U Nd t- u j x U z® ❑a UO ' O C O E N z t 04 ° z coo O' a z ¢� - B N �z O U "m mo z z P aw N Q � O o LL ¢ O d N W V �� oW ~� r3 p d w a 2 cl za �3 C O 0 ^L1 W /`J > LO i C:)■_ r-� C) Q Y sCN 31, r o r �r It C:)LO LO rn r O C') N E M Q �; h Z c E Q 0 U 0 Q J JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12 CAP = CAP 1 I 2" *NOTE: _ iv iv FOAM TO BE USED 1"RADIUS ih ONLY WHEN ^ 1/2" RADIUS M REQUIRED BY - 3 1/2" RADIUS SIN COMMUNITY - 3/4" RADIUS 4 1'-53" iv oo = SPECS. IF NOT, N MIS d m ill2" OPENING VARIES 2" 2" i� ih DETAIL TO BE 1° 1" BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES MIS 1'-01, 1• OPENING VARIES 1 �" 0 22"' VARIES M 1 O 12" VARIES iV SIN r 1 1/2" RADIUS 4" Ail. 4° � � I I 2 1/2" RADIUS o �" 3q— 4„ LO :— C] N (p rl_N \\\ to VARIES 12 32 11" 32' j (D •'la r ryN 3" Z" 2' 1" 1" 14 BASE BASE ai' la i n ill T a' 4" 1-8" 3yn 4 1'-0" �4" y Id M .- 1 o O *NOTE: VARIES 8" 2" z z 1 FOAM TO BE USED a 3„ ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, illOPENING VARIES 2L" �N 1" 1'-4" a I-'22 DETAIL TO BE 2 2 `r BUILT W/ STUCCO. (Do — p - EDGE OF , N = N OPENING N r U m rn w I— m E mI ` 1-1/2" THICK 1-1/2" THICK 4" 10" cv r ¢ lo 'Mr m rn 10" 6" N v 2a N U) Z j N o m "IV rmk W � OaQ 'o y n r = ,�t� ♦� _m d o ZO O V Q am LK W O - - r Z CO -IN rlvUW a " a "' o N m N U A 3" ❑ ❑ Lu rn a 6" cn cn u 2" 4„ 3" 2" iv W W z N 2' M 4714 oo / ? N M) M I rn S co 1-1/2" THICK 32 0 21" � 4 L 2'_4" - c 52� 1'-5" 51" = 4 1'-4" 3„ zo IN N J a" 1" 12 LO co o VARIES VARIES N � 2N rn � h W = 22 , To the best of the Engineer's knowledge, information and belief, > M the structural plans and specifications contained within these jdrawings comply with the 2017 Florida Building Code - e r VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for -v i • the structural engineering v rn ' 1, - T g g portions of the drawing pages bearing 4" 8" 1 ' �1 o w Engineer's signature and seal. Z � 3.� 6" 4" KEYSTONE F11 0 � KEYSTONE F11 00 _ OPTIONAL OPTIONAL ii Eo 0 o - - U Ro w¢ O 00 _ j - ^ N CV r0 X D oo C° I R6„ (o 2' 44' (° _ R4_r„ = 3" O E a d Z a r a v L3" 4" s, z " S W w o + 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4' az mo ciY o� 2, 1 • INSTALL OVER STONE, TYP. Go 2 3 n�2 NOTE: m ¢ w >Z z cn 'z in -� < w Z ogo • FIN. TO HAVE TRADITIONAL �' a z L VARIES cLLOOK& SMOOTH FINISH � w • FOAM/ EPS MATERIAL IS az _? y ACCEPTED o Ja �o zo NOTE: d �a o • FIN. TO HAVE TRADITIONAL LOOK & 1'-4" o o SMOOTH FINISH 14 1'-64" 14' 12„ 2-1 f2" • FOAM/ EPS MATERIAL IS ACCEPTED 5a 1 -12 54 U4" 3,_0" 4" W 1 " 10„ 1,-4„ 10„ L.n i li o ao 0 ■L C) CIO ,x L 0 (O i� V � _ o ~ •� O o' Tve 3 0) p/ram 9 V ■TT L1 oo-N ..{� N r »= r o d O M N o c °° Q Z E ICU 12 m rn 'QQ, 0 ¢ U c = o a m c 11" JOB NO : 19-5892 2 SCALE : AS NOTED GENERAL NOTES: SHEET No. N �N� • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH 0 G C/7 N M to Q -4t- rn J 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 DUPLEX CONVENIENCE OUTLET FPP DUPLEX OUTLET ABOVE COUNTER 0wP WEATHERPROOF DUPLEX OUTLET � GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH iP4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT 200A INDOOR PANEL CENTER #14 copper to lights & outlets 1 200 #12 copper to 20 amp Me00 AMP #10-2 copper to WH #10-3 copper to Dryer MAIN �.t. 210 or 4/0 SER Alu 200 amp 150 amp ==1F Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING] #4 GROUNDING WIRE TERMINATION PER 7f— 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. FLUORESCENT LIGHT FIXTURE co EXHAUST FAN — — �Or EXHAUST FAN/LIGHT COMBINATION PA CAFE F_ ®D ELECTRIC DOOR OPERATOR (OPTIONAL) / ' I D. CH CHIMES (OPTIONAL) qrC PB PUSH BUTTON SWITCH (OPTIONAL) -- PENDANT AS "N' D� PUSH BUTTON SWITCH - DOOR BELL PER SPECS \ SD SMOKE DETECTOR / to ` CO CARBON MONOXIDE DETECTOR 'A �— CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) 3 GI dB TELEPHONE (OPTIONAL) El, DEDICATED RECEPTACLE USB TELEPHONE/USB (OPTIONAL) Wp H.B. DISC. FOR MICROWAVE RANGE TELEVISION GFI HOOD PER SPECS ® (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH ��� ROUGH -IN FOR OPT. CEILING FAN �19 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH RI III IICD MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" i� C I_LIL, m 0 z N O _ 0 z z o v ¢ r1 � (nvl z LL 1 ' T Vi Y WC) �C r/ O w E c Ln �- `2 E o ® w I z� = U ) 02 ¢ ° 8 0 N � � N LU o M� Z W 8 '� 62:� � z g v w V a'Eo��o D����w oa Z 96 x o Z =moo g W Q N¢ r o O U U F 00 rn 0 N M co 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o CD W M z�o Z o E �o a Z® oa U F- Cl. U w0 0 o � U� Zo racli i �r a� Wz ¢ w � rp O 2 U .9 ms O 0 Z Z ) W <� Q W � Z �, a s ° U W Q- LLLL a N W � coo �Z Jz o .J v .5 a ° C O 0 nL' W > � > ■ O W C) Q C co � N W ter}. U r'h v ■.r. f LO r N ctiZ Z. M N O N o Z c E Q m 0 f6 a o a m v Q o JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: 14 = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. FT. L 0 Q z N O o z J M d N _ M V) z o V W O o .0 LLJUl 2 o wa �— iru U c0 1.1 l 2 e o S l = c U) �® o 0 � N z W LU g~$ M m a??0 w wi r o o 0 W _ UAco o m C� p' W W�� ��1�� �5 �0 A � zfi► i� . •° 'A 0 Ilk, FEW 'etf(IIIIJIMN,V\\N� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M C0 z M Z o z U_ Eo EO zo oo >m za® cU F— R ¢O R8 Uo �o - O E C:)¢o UO a z ¢o O az ¢� W, d L • (a Ui c Z 0Y y0 m O O1 jz�y J (q �m F. zz 5z n 3 ° 0 o Xw r=- k O z �z w� �O �_ CC)a d. 0, o3 O O i L L C:)•> O /-\ N O a co Y U ° Al m c ~ 3 �r.�. T a p� •� r ,r/1 Y! IT o - _ LO T r rn O M N z E O y E 0 Z m c a E y U � ¢ p c JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. 5.0 c c d 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 55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2' 7'-1$" REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY T-0" LU U.N.O. LU A S3 H.B.- 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �— — — — ----- -{— — -- -: o — — a — — -- — -- --I-: — — — BUILDER TO i---- — — — — — --I r � ;I .. 4'-0" 12'-1W.H. " PROVIDE APPLIANCE 2 #5 REBAR p 0 -0„ I I PROTECTION WHEN REQUIRED I VERTICALS w/ in ■ ; : I FILLED CELL : PER FBC 35'-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. No SLAB FOR HERNANDO I `!' r I I: K N I J v COUNTY ONLY `" S3 I : S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-734" 4'-9" 4'-10" VAPOR BARRIER ■ I — CJ :: •GJ — CJ co rn 5' 3 0 N - I M I: N ' I_ = -- _ -- ■ , ' I • • • • ' • • • • • • • • • • • • • • T�i • • • • • • • • _ oo I I P� T. D -3 1/2" I I M M G 2'-6"x2'-6"X1'-0" FTG _ _ _ _ _ I W/ (3) #5 E.W. S3 3'-5„ SLOPE � I 7, 1„ (2) #5 REBAR ■ ' I `la 1- i 2-6" x 2'-6" x 1'-0" I N I : AHU VERTICALS w/ in W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. I ; K CC ici FILLED CELL CJ- `t -....... . o C9 I 25'-1018 4,� ■ 00 2'-6"x2'-6"X1'-0"TG W/ (3) #5 E.W. I -4„ I L b INDICATES FILLED CELL w/ 3000 PSI I i I 1 � PROVIDE Y2„ x 9" CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT.00R SLOPE I � S3 co �r rn W/ (1) #5 REBAR VERT ABOVE SLAB �! 4'-0" ( 4'-4" 4'-6" I TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE 4" ' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0" BELOW FIN. FLR. ■ : ■ ■ W/ 25" EXT. ABOVE SLAB "GRADE 40 I % LOCATION I • ' ................. ............: ........... ::: ::::: STEEL" ::...... ... .............. .......... . 4'-0" 16'-10" ' •12'-10" o 1Q-104 0 in STEPS AS ; PROVIDE 1 y" RECESS i i / I ::: ' ' ' : I REQUIRED PER FIELD FOR SGD. REFER TO KITCHEN ISLAND : MASON'S SLOPE FOR • : :: : .... : : : ::::::::: : • . • LOW WALLS OPT. i icj: : • • : I CONDITIONS ■ WIDTH CJ r------------� CJ REF. CJ--j-j .■ - - --_---- - �__ ° TYP@ 1 IF- I CHASE TO ISLAND I D.W. I � � I .. .,... t I lit STORY U.N.O. A N r- I 00 ( ✓ i L�---J- c° S3 "' T rn I I i i - - - SINK / DISP 3 1 /2" 16'-0" 2'-94-3" 6-10" ..... I :: { t 0 1-011 ■ :: (D el I It II r p L---------+---------- -+--------------------{-- - ---- !t--------J NJ TYP @ 1 STORY H.B. U.N.O. A S3 V-9g" 1. 3'-28" 1. 5'-0" L 5'-0" 1. 5'-1 'tAL111111 2'-10Za" I 5'-1 q 11'1� I M SCALE: 74'=1'-Q" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. J.O. ternate: reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = T-0" O 0 n O Z N O z o z C, dC, N — M N z Q)Vlo 1l (` 1-z T h Y t6 u, o 0 W DV) E O C rn ® W t- - E u w, 0 , Q 0 ( O N N Sao o � z Z w LU �cLL & 4 LUUJ (07, ,. C2 ®� c . . F� P�r'�'OFESSAO tafitE�Eilttt 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. CDz C LL- E W O a E N F'- �O XU UO OU C o N O ¢ az o ao O z Wz W2 i to - C 0UYU y0 m2 o� z � �, �� � w o z g° az W Sz =� CD 0 0. o= �l zl¢ U� c O O .y L > > Ln O O co m � r ,d- rn r ai It CD C,4 r 0 0) M o E m ` � � iri t\ Z Z E Q m Ecc m c d U JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. 6.0 UPLIFT CONNECTION CROSS-REFERENCE 7/26/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" b H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E I META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. 118 10dx1-112 HTT4 2715 5/8" ANCH. ! 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 1061-1/2" HTT5 3225 518" ANCH. 1(28)10dx1.112 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L H * 4505 37 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M I HD76 * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS 6 1165/1070 ** 1005/915 ** 8- 10dx 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 2570f4345 — 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 1-112" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) ) c" (A) ) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 �`A) INTERSECTIONS. SPLICING OR CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOT E: 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: %4'=V-0" 0 0 0 O 0 0 m Z v Q o � N N z SD o Cz U O w N C E ul ws U 0° ,�, U p W Ul ii toLL � o� a w LULU Z10LU —@- AI��'CJ:� .w� N LL�C. ' "G� ELF""�,"o � , q :. F 10 A10FESa�p��1 `.� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r-- oco M z�o w ai Q u E O0 oo Z® wa Ca 00 . CL ¢Z N %. o ¢ r� ... L (o C U.) N a z Y U "m m C,(n of Z aw � W N C fl ¢ w $ Z d U mw Uado wz �- ~ O O w ¢ r Y p a= f� z5 O G O O •N i L ', O .-. O Q co 0 -� CN ~ W C V) r d" O _ o .TT r LO F2 T T Li) cc,))r 6O M CV M 0 i» o m Z C E O E ? f6.. C a O p N i� ¢ o N JOB NO: 19-5892 SCALE : AS NOTED 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. Ail lintels meet or exceed U360 vertical deflection, except lintels IT-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 wails shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 •0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS MEN 817441B/1T8F40 1B/1T 8RF40OBAT 81`321B/1T UrN FORM & GROUT SOLID O ' r W C J � � V O #5 BAR CONT. 8F12-1B/1T V LINTEL DETAIL SCALE = N.T.S. TYPE, DESIGNATION F = FILLED WITH GROUT I U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W $ F 16— B/ 1 T a z 'z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cT pf recasflinteis = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CM U) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 EBAR IN. MIN. AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° d O ° ° ° .M.U. #5 REBAR AT TOP d ° ° ° GROUT MIN. (1) REQ'D _� ° 4 1-1/2" CLEAR • D <1 L ° d ° ° ° n C.M.U. d m ro Q ° 5 REBAR AT BOTTOM OF = ut w �' U)Z W — a o LINTEL CAVITY 9 o v 0 ((nn Lu \ 1 /n1 —BOTTOM ❑ M U O Z `' A REINFORCING ¢ Q C7 LL � 7-5/8"ACTUAL PROVIDED IN LINTEL Z O W ui ¢ -' Ci $ LO � ¢ a D D #5 REBAR AT BOTTC Qo �, Qo AS INDICATED " NOMINAL WIDTH (VARIES) (~n LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLANT SCALE: l4"= V-0" 0 r�= Q cn M m z N O zo v J (•1 tl N E3 — o �V)C/3 w O U in Q 0 w U4711 C E o r— U m w T E 0 8 Rig = U 'o w • oQ C ¢ W 0 I� N N g.0 N U z M N d .ol� ccl w LU v`�tror�� z c� a LL � � N U p rV _ f ZVI OF E JSe4 . 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. O CAD Z o w __J J LL_ E Q C 0_ y wo o o � ym ZO ❑a F@ CL 0 00 o °7 Z (D N L E ¢a z Wo ¢o W w -Z Wf ru N � z 0 UYU roO 2 � !) Q b OW Z W Ci R �0 �0�k W o W 70 o a x sW Z¢ o� U3 C O O .y L > LO .> O O .-. O AQC CU fir, ~ �I1 m c 3 d7 u •— o r C3i r IRr Z Lo Q 04 r O M N Z CD o M Z C E Q N E N w m C a U � Q p � JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE C A•C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL L CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVE AVE BEEN CREATED T REPLACE CA- AN OF THE NEW U ALTERNATIVES C D O L CEC C MANY E E PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE: FBRC R308.4 R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) 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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 13.3. ALL ROOF AND FL TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLOOR R SS FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2, 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 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. 4.1. 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 11 „ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED FBC-R R301C "" WIND EXPOSURE - ( ) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4. 3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS &CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN GREATER SECTION PROPERTIES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF T A IN IT THE"D. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4. 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE ,� W„ 1q„ DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1/1, SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH TRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM TO: Fy 25-87. WITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. WITH 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY, OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOLFAST INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7. 4.8. 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Flo = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6, WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 si n which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpot�r and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalk. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 0 0 Z OO O ID z O N z o Q� tl N M cn 0 Q) � Y W 4 j 0 D to C Eo �� = o r- 3 U 0 0 LL,>- m E 0 xr = o U o o Q m 4 N N U1 g o w z Z U) 1111Wz I- t o w in^LL m CU'i i Q W V �1111111// z N ar,� a w LL,yam •PGs �`�`+� 1� (a F 1 0 'OFESa1 0 NNN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda 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. W M y ¢ 4 z J aj_ EI oO zN E rz oa t� r6 o E g 0 ao QU o� &Z C:) ¢ <o oW� wz fo can N Wm r 0 zE 4W gZ o� �o 0 W ii 'lu a N W Z <a 0 Eo o � °zlE ¢ 0 3 c 0 0 > d' L > > LO . >_ 0 0 i� 0 Q co YCN o U m W � 0 T o r T �^/� ' L J 0 �• CD LO M 04 � T T 0 M ei E N O o Z z E 0 W c Cl- U _j Q p JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. SIN In co LO x a rn In 0 0 J N 00 I 4 3 H Q OY N d E y E O 4 L-. N ti 0 E c v i a 0 a .o rn N t2 00 k0 0 a. 0 C 0 w m. 0 CORNER OF HOME - GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 44- w 15/32" CDX Co PLYWOOD OR 7/16" OSB \ 1 4. 4- 4 11- 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. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ Z+++ ++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —� FILL CELL- STD. 900 HOOK F BOND BEAM w STD. 90° CONT. #5 CON-. #5 HOOK BAR BAR SIMPS( w/(22)' NAILS 1 5/8" � #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Sofid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4lPlywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthe ofcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor soli imn w/ inarls N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls * require additional wall or beam below. consideration. Check local building �- code for appropriate 1/16 details in One 10d box areas--20 of high or--20 sinker lateral load, nail each side 10'-011 at bearing. TANK -LESS W/H H C G 000 5'-01101 C STUB -OUT FOR GAS METER 0 ' o In � U N X • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'41 (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-011 (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 I lca 3" 11nrtl nails m R" n c `T'/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. 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 higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— Nn77 6" A 1 2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14' 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/(22)' NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION - - - - -- 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 N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM e. a SEE PLAN FOR--'°• e . • a . FOUNDATION INFO q ° C STEM FOUNDATION I— GRADE Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN Hru tlnHot 1+ rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON H ETA20 / H ETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT=101.5# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0 CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 1'YIMr— \ /I-rYTIP1 A 1 TI IMI 1 r-k IM PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE q A d 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 °' °/ as : a ° a a SEE FND. PLN. SIZE & REINF. r� 0 M (D M N (D m � N z � � AMPMEM Q M � N M Ln z ° a � � � Y 0 0 V C E = y0. YZV) (6 �- U 0 W �- E2 E Rig o g x �0 ° U ) c � -cca o m �m E U) goN ' o Z o I a Z Lu- � v W h\a A. a ^� LL � _ Q Q.M.• e� Mz ��^ L •a•� H ILU 0q, ;, •. 4 0 F E S S\Q� � fj,r�tf{Eltd3iklt``\\®\ 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. M zz o W Z O Z. W LL z >m ¢ N z® E U F- rd Qo XU a` oa 08 , N @ L to az wg ww a? ro y 0 1 ° °w Z W C./) 3 m ¢ Q 20 { ,= 5 o� az �, W W O hLL =} J o _ <6 ,8 a LM d' z¢ °U3 c O 0 > d' L > > Ln ■— o O O .-.cc O Q C N ^' m U = W r o 0) 1T� T r^^ L It 0 Lo CV) r i. r.0 E C) iri n Z z c E O w E T c a U � Q p JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. S N 1 3 -o 2 rn rr V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS 0 8(2) — @16" O.C. W/ (2) ROWS 2BL BLOCKING @ 3rdPTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D . ° . (2) LAYERS TYPE I OR TYPE II ° a (#15 OR #30) UNDERLAYMENT C ' ��' -9 FOR UNDERLAYMENT REQUIREMENTS SEE R905. FOR ROOF PITCH 4:12 OR LESS. t r-�I I I -I � • I I=I I I I=I I �= I' PRE ENGINEERED WOOD I - TRUSS @ 24" O.C. U.N.O. �- =I I I I 12 HURRICANE ANCHOR @ EACH 11I I 1 iI I1 (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" 1��+[ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" P41 �r �r 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 W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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 FITS 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 FITS 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 IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP..)) 5/8° x 10 J BOLT @ 24 O.C.STEP, SIZE OF FOUNDATION AND ° (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°OL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL AF.. FO.C.) 2'x 6 W1.4 x W1.4 ATTACHMENTS — 211 6 x 6 W1.4 x W1.4 zf� . ° WWF OR FIBERMESH \ WWF OR FIBERMESH d - - a �31/2" MIN. �31I2"MIN. ° I a a ° a a ° a ELEV. -0'-31/2" n' ° a ° 4° d ° A. F. F. p "{m—in.— o > • Dn' I J I I =I f h",,rI I I IT 31/2"(min.)- 4„ 4 4(31 a/2O2x4 CONT. -3 1/2(min .)- 4 ° ° a N -0000 GARAGE DEPTH VARIES -I I I_T —ITI-11f=1 I I_I L� I I III I =1 II° 'I_=�II_141 (2) #5 CON(2) #5 CONT. —-51 4" 14" I�I.—I�ILI1=1I— 11 IT—II=i U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL STEP6CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 G0W`vi � SEGJR� GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM L 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUDS 16" O/C 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. @ M SCREWS @ 7" O.C. SHEET 1 ROW 2x BLOCKING MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY O @ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: FOR WALL HGT. _< 8'4% (2) 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd FITS INSULATION PER BLOCK W/ 1#5 CONT. 1 "x P.T. STUD O �° SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLANJ SEE CC/S3 OR N LAYERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8"7/8 THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 518"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600# _ (6)1/4"x31/4" TAPCONS SPACE ANCHOR ) • 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] E *SIMPSON SP1 SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH N w/ (10)10d NAILS �t WEEP SCREED INSTALLED BAR t¢- END OF 2" x PLATE WWF OR FIBERMESH r 2x P.T. PLATE w CO ARCHITECTURAL TYP. PER MFR INSTRUCTIONS W D FINISH ! ASSUMED FINISHED _E D #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi _ a _ _ 1x2 PT WD FURRING @ 24 O.C. GRADE ;, D ' z_ #3 & #4 LAP SPLICE r- GRADE 60 MIN. Fy= 60ksi] I—!L��LL,— _' (1) #5 VERT. IN FILL MONO OR STEMWALL � co -�_ _ D, FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [ — D • ' IIII� 1/2" GYPSUM WALLBOARD _ tj I— I I III In� III 1=1 I MI 11— CELLS (SEE FOOTING MONO SHOWN ° P - — I - LU ° _ — — —I' ° �. 00 D D ° , U.N.O. FOUNDATION PLAN FOR CLARITY ° _ 6 MIL VAPOR BARRIER �L ( °. f I —I I -III= I =_ O0 R 1 7/8" `� FOR LOCATIONS) o ° 1=III-III=III=III=III=� I• i I = N z #5 REINFORCING BAR I I[ I �111=1 I I -I 11H I I 1 I- 1x4 P.T. BASE NAILER ° D o ° I I 1 I (-I� - I I I=1 I I=1 I I=1 I I —III —III- z I � ° . �.1 — — - �- g 2) #5 coNT. _____ II I fll IL -II I� 4 x4 INSPECTION ° 0 =III-III-III=III-III=11I I 1 • T( I I=I �. I - #5 LAP SPLICE ( 31/4" BASEBOARD PORT AT EACH O _ ON 3" )CHAIRS NOTE: g ° ° III=III=III—III—III III- I I D 11—I I=1(� �i--� 1 36" MIN. LAP [36" MIN. LAP] 8 1 � 8 *FOR BEARING WALL -i r COMP. SOIL. (COMPACTED TO _ (TYP, 11 FILLED CELL TYPICAL =III=III=III=III=III 95% MODIFIED PROCTOR ASTM 1- =III=11 f— 11-f (I-�=1 10" W/ UPLIFT ONLY - _ - - - , MIN. 2500 PSI CONC. SLAB _ _ _ _ _ T T=1= I ( I-� f I- M AT GARAGE CONTRACTOR III=III=III=III-III-III-III-III=1 � I=I � I=I � I=I � I=III=I 11=I � II ;I I D1557) I I—�—I I I � I� I —I I � rr MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -I I, I Ii I I=1 I=I I=I 1=1 � I=I � I-III-III-III-III=I � I iI � I- 4" V 4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE III -III_ -III- ►_„T_„IT► Iii it=iTi-ITI_ #6 LAP SPLICE TYPICAL INTERIOR BEARING CW1 4XW14 WWF OR ONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/UPLIFT rG = "FIBERMESH" ' r °� DECO FINISH 4" to 6" BELOW GRADE 00 I SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. 6x6W1.4xW1.4 ° �_ - I- - 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° t � �• - � T min.) 4" BARRIER c : p 4 iv A GRADE COMP. SOIL. e °O ! (COMPACTED TO 95% - j - = I = - _ _ - _ - a - - "' "'-' -(1) #5 REBAR w/OPT. MODIFIED PROCTOR ASTM D1557) - -_ - ,I L�-I f( I- I I I-� f �= I I-S0EE�V ENCLOSURE 3" MIN. cLR. -I I I I I —I I -14 I I ITI 11— I (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 NOOK (SEE 1 � U.N.O. 4" V-8" (2 STORY) DETAIL) MIN. TYPICAL WALL SECTION K"A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 312" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14' 13" � PAVERS O.H.D. RECESS z O.H.D. RECESS CV ' '~Cvj cC r a •� .I I� I ICI •4 —1= �.A• "�' Iil j T I.L—III • ��' ! I r DTI- ' ,;' • ; ...' SEE A/S3 OR J/S6 -1 I I 1171 I I,, I III- SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STC RY) 1' 8" (2 STOR) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0h _0 a CONT. BEAD SEALk INTERIOR d -R. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 60 M 6 MIL VAPOR - i'- BARRIERI i I_ VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x • x CONNECTION INFO ° SEE PLAN FOR x x T;� TOP OF BEAM IV &LAYOUT DESIGN a ° ' .a SEE ROOF PLAN _ — _ a; : ° (2) HTS20 FOR STRUCTURAL _T d 1 ,,. I=I I-� I I Cl) ' BEAM SIZE & _ T III e CONNECTION INFO a ' I I I �r I• 2x4 #2 SYP P.T. FRAMING w/ -I 111 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 r-" 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE 12 ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > w 6x6 P.T. #2 SYP SLAB INFORMATION � w W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. .. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ,. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD �. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL = MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE a Cl) FILLED SOLID (SEE PLAN FOR - _ = a d _ 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) LU 11=I LI = d °• =III 1 1 1 = WWF OR FIBERMESH r z w =— a. Ujw III—III=1 -I I 11= w I I —III BRICK PAVERS or SLAB PER o cn w p o = -I =I • !' • �• z -_- - a - 0'-0" FIN. FLR. COMMUNITY SPECS �" I- ° _- _z FOOTING v -1 I I -III -III- I=1 I=1 1-1 1-11 11-111-1 I I-' BEYOND d - SEE FOUNDATION PAD REINFORCEMENT (SEE SCHEDULE) 3" MIN. CLEARANCE 4" 4" "CONC. PAD INFO. FOOTING WIDTH SEE SCHEDULE r INTERIOR WALL SLAB STEP NON—BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" a°^I�: �4'_ ,,-0„ S3 SCALE: N.T.S. S3 CD M pp� z N t0 z � o z Q _I M Z of6 (/i c 'N!` • T (n y w n V � W I- N c E �N U 0° E^` o g i W) U o • 0-,rn 0 " 0 ® Q 4m N N Z W M $odz�E w z Wvt� IUlruj Z m WIC , LLN "� SEroq U v' E t..� '?QFEEEto 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. ti CDw o a_ wo oo }° =® o E U H 'd � on wa o E N ao ¢o az ¢w U) U m O m a Z } Z J N¢ N 3 �m O< gN Zz a0 2 ~ CD o yLL <� =3 �� ;a V oIa < 03 C O > d' L CD L / O 0 O Co `� 1 C U r co O? r O rn 1 r ui z C7 CV o Z E U) O 2 ` M d o U J Q (] J JOB NO : 19-5892 SCALE : AS NOTED SHEET NO. S3 00 n 00 LO x a C" rn 0 0 J 2 1 i 3 Q rn N G G E co x c i CD L� 0 v cif N 4 0 i o.: 81 J W fZ rn N C 0 0 a rn 0 r` 0 W 3 0 9 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER //—SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (Y DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (lyp) 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" OIC BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD ____�/?V\ 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. Sq KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 4 o a ca a 4 a a d G O d 8STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION X. NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. f� SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J T W T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 SCALE: N.T.S. 4 a a s a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Tj/,y� SFF44 IV 2x CRIPPLES @ --I 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE IOOR vvvr. r,nvr. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT E FLOOR PLAN NOTES FOR REQUIRED CONNECTION SEN 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 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 SIM SON SP2 w/ (12)10d NAIL AT EACH STUD RUSS BOTTOM CHORD OR 2x4 LOCKING W/ 2-16d TOE NAILS FEACH 1/2" EXTERIOR GRADE SHEATHING END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE '� 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC, FILLED CELL--- W/ STD. 90° HOOK w K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S SIMPSON SP4 2X TOP PLATE OVERLAPPING (2S4) SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE /�� NAILS TOTAL) EA. SIDE OF AB.,�PLICE STAGGERED \. �\ �10d @ 8" 0/C ATTACH ALL -' EXTERIOR STUDS W/ 4816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 gP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 —, SP2 � NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 E BEARING WOOD FRAME WALL ,J 4, SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) °o ° • HTT4 w! (18)10d NAILS (3610# SPF) ° o • HTT5 w! (26)10d NAILS (4670#SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1l2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)114" x 2112"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)114" x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 2112"SDS (4065# SPF) ___- • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT 0FOR DTT2Z USE 112" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & - NUT • FOR HDU8 USE 7!8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A,T.R. ° MIN. 8" EMBEDMENT w/ WASHER &NUT HTT / HDU TENSION TIE SCALE: N --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a 4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ T-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 0 o TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B •N_-� L SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER BOTTOM BOT a 2X8 P.T. TOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. a a O 0 �!�2 Z o0 z � z o J M d N M N z U o LL C1 10 LU Y U w Ln O > N a tlM ■i (a � N ® I..Lr = o 8 U o 0 . x ° �0 c I 4m N N 8 .;, E;o Z w Z F a; J m U I w w LL1Q o, z IW Z p �,, �ii Z �In a7N� �""LvQ W.N .•cA. od. '��SE3 E-. •. �J '0 C:5 N \ �l h\ �111139�� 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. 0! o W PM E 1015 S -j " o io I? (6 wE 05 �o Z® oa _° O E N a�o �o Qp OQ nZ �� Wi L � _ �8 x 0 Z E '< w z � fA J F °oLL < i Z g o Q >?y U_ wLL d Dw C:)w �LL w� >O 5R a c O 0 V ^L1 W ' oL It D (n C) Q N W 0 O T-- d" (a T Liz r ai co N o f6 E O Z z E 2 Nrz E a U JOB NO : 19-5892 SCALE : AS NOTED SHEET NO. S4 > to rn 00 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (A 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS 7\SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6) 10d x NAILING SCHEDULE FOR 2"x4" 1 Od x 1 12" AT EA. SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 t " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM � OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER I KEO/C 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ $'_ EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO : 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD [:::::�1/2" GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 'IT" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL II " NOTCH L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SP8 FOR 2x8 WALL) 2) SEE STRUCTURAL NOTES OUTLO AND NAILING SCHEDULE UTLOOKER FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" TOPCORD O.C. (OPTIONAL- SEE 4" MAX BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8"2"x4" CROSS BRACE EDGESOF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1Od & (2) 1 Old RIDGE FASTENED AT CE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ;T 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" Zx BLOCKING W/ (2)16d TOENAILS 2x4 'IT" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 'IT" ON TOP OF PANEL 1 Odx3" @ 4" O/C FA BLOCKING, FASTEN WITH BLOC SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" @ 4" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Old 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 10d x 1 12" AT EA. 2x4 OUTLOOKER • REFER TO DETAIL J r SEE STRUCTURAL @ 24" O/C ON SHEET S5 FOR ON _ r NOTES AND NAILING TOP CORD X-BRACING, AND TOP T N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING - 00 °° SHEATHING DETAIL x FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 12 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES ;o 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS `1L NAILS @ EA. END GABLE TRUSS ATTACHED W/ Z -16d tt� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 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 CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T' ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2xt7l4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS - EXT. WALL CONN.COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION KD"� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES OCATIONS) 1Odx3" O/C @ 2x4 TOENAIL—)6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS IT WX. JOINT /— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri� 12 6.9 1 MAX. SCALE: N.T.S. ALTERNATE NON -DROP i l GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL rM 1 GABLE TRUSS 55 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 1--CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \ S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Old WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 1 v 1A 0 z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 'IT" 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 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.CN TYPICAL Rn GABLE TRUSS WEB --J SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ��I■IYIII� .III■I811� ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG. ) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'4" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SIDS ^^ ^ l.Vl\ i. ULf1fl11Yl] - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSUN 51'2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L- AS PER BCSI 1-13 SCALE: N.T.S. k cG SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 � a a M •pp- z N O _ m z m� o z J M d. N M R t� z � � o w a U � 0 u, cn �� VU'Ic) Jum X M w •- ° E o s �... = s. ¢ 0 s �m o M m a o Z Na2t w z DC �� °gzWN=' Q' wpW0 LN E, 8, e liftt` ®ZM .... Q .... 9 r✓ &L • 's y J J %° -. `• �p0fESS,O �d1rra¢rv'{(efiIIII���`�,�� \N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. c co co co � w z J LLL ce E z o � > m ¢s z® Q O E: U N F_ r6 wo R0 X U oa 00 0 U Z O � N ���¢ 0 °dwo Q az z L CY _ Z U y m .0 oz Z N Q W to J C0 N a ° gwg OQ g z 0 U WCL U 0.�G a N W CD CD Q Y o K a� Z < 0� C O In ^L1 W > ■> L O O CD I�.. �L L)m > 3 TT V! T a 0) . r•� T r^ L / T (D M N o ftr Z j O E O H r0 c a E O 17 t0 U 0 Q 0 N J JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. S5 0 o !mu-vi M Ln 1x4 1/2" DRYWALL 1/2 DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 F ( 1x r'1/2° DRYWALL � UNACCEPTABLE INSTALLTION DOORJAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. —4 _ Mom' PROPER INSTALLATION 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN.M�lFx APPROVAL FOR CONN. 1x4 1X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 4 P.T. LONG X 3/16"0URRING X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2"(�,P TAPCONS () FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @3/16"$ 6" O.C. EDGES AND 12" O.C. FIELDO.C., 2X BOTTOM PLATE W/ 8d @ 4" 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED IN 16 2X8 )3-1/4" ` ' BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO „ 2 EDGE DIST. 1X8 JOIST W/ FACE NAIL PER MANUFACTURE MASONRY THROUGH _ �2�� DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL TD. 90° HOOK (TYP.) STD. 90^ ` @BAND 8) @TOP & BTTM CHORD, AND (8} 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 6" x 3 -1/2" PCON @ 16 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL71 NOTE: . END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 Vo/,z 7/ LAP SHEATHING TO DOOR JAMB (REFERCH TO PRODUCT DGE DIST. 4N. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3L /16" I BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CO x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 — — —I TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x$ P.T. ATTACH SECOND PLY wl FURRINGSIMPSON ' +2-, - - NbTC F� @FIRST COURSE HGAMIOKTA 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5A NOTCH WEB AT THE FIRST 2 COURSES ` TITEN INTO K.O. BLOCK I I I L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FILLED CELL PER —IT FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS soLi1 t 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX : 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN.. x 31/4 1/4" " TAPCONS BLOCK HEADER ARCH BLKG& BUCK SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS �' ' • 1/2" DRYWALL * SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS 41 IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION '. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 X 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR OR FURTHER wsTRucrioNs. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. :• ;<. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN :. .. �. RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) O * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ x FiQy TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. �� NCTy 11_011 -0 1151 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO QR 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 ° e /4 MAX 2,4" 8" TRUSS + SOFFIT ° . p p a #5 BAR o P BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS + + + p 10" a CENTERED W/ ° g 9 H p 1 X 4 FURRING BLKG. &BUCK H2.5AwSIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP .. s EACH TRUSS p ° °� IN TOP o - p Ig KNOCKOUT / 04 _ . o CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s s CONNECTOR �� — p MONO FOOTING •,p 4 p p x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL7 ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT D Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °. STANDARD q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90° HOOK �+ / TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARG SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ° a o o o BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2)1 /4" X 31/2" TAPCONS AT 16" °Sk INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ENTRY L SECTION aC� ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON Z 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F.F. EPDXY MIN. 6" EMBEDMENT & ` � g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE � v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p ;' P Uj a A REINFORCING AS FOLLOWS: * SEALANT • —I I� I —= T�T o v < a PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o — II — II�— TT f-Q J PRESS PANEL REINFORCING INTO PLACE. T II U #5x6 EMBEDDED INTO z 6D MIN, LAP SPLICE W/ — � g EXISTING FOOTING CONC.()COVERPANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND ROW OR TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL � � n ° ^� -1= N FILLED CELL III DRILL 3/4"x5" 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: `' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. _z T • o ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° �"0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (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.Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j 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. Q z � z Q Maroma d N N z o � N LL fC3 W o o w N E �NF— A 9 W — o 8 MINE 'I ` zI U o c Ct) ■ rn rn �m N N p° � LL1 � —� o SOU pI W LU LL c z V p c4 oym z � 0ites .�J ���,,�� LU Q / O 'n e� }aU� • � s FESS�Q ' MtiII II10'0 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 Engineers signature and seal. MmZ �W z M pS U_o Q E ;` �U z o W� >m as _-® w° a _ XO a< 00 pU O� Z D Qp <o� WW rp C z =Y hm mO Oz z U, Q W �z W u 3 0 '° �, W c>o �G z �w �~ a� v 8 C:O d' nL1 W ID ■� o O O m C:) Q C = N n' tb Q W 0 T (0 ■�■/ o rl- T LO T ca O4) N ,c'M \ - iii (� o Z z E 0 E co a � d o JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. SS O .o rn d LO rn O 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. CB 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� _--L WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK ir MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS 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"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE 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 SEE PLAN FOR PLATE BELOW TOP OF WALL ; o MIN. 2X4 #2 SYP P.T. PLATE ° W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INR (2) 2x8 #2 SYP w) 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 2 MASONRY WALL 4 SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE ZOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR 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 AINDICATED ON SC EDULEIPLANM 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 A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ![: TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON a HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS SOR BEAMEE TRUSS PLAN e • BEAM BELOW: SIMPSON HTS20 w/ (24) 10d x 1 1/2 NAILS @ 4 0 O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 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 aC� 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 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE lei 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2 NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS ® (=C= Q a C� C z N O 1(0 z 1(0 zo J C) d N _ M Z � Nn, C /n O V li W �� �YW$ U O Ln c E N � � o U 0 �— 2 E o g Elyw = c� o � • � N LU o � IW U)40 =gg ti w a a us6 5 y z, Z O vym SQ p R inW W C N p z tdtnn f6 Q 4� N �C W Ri\~r9;1�liN Il/I� ��0\ W %/ zz J • G CV z �.o �O V `, ` Q�' 4i F 1.. 40 O S\ 4;, 4 7R R E S \ W11111111111' 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. o M W Z o� ce E � <k a o w z Z® oa o E OU V a� 0 OU O r o N L �z Ko ¢ O ww W is ro C IU N m 0 0 Fr 2z z m b Q W (n a � Q o2 Z go a U o �W 3� CD o wa >° a tD V M F °3 C C)0 ^L' W � ■> L NO O O ,-� Cnn O L) CV n1 m v � � _ W O m T_ d' '� ._ o LO T y r r 0 N m M 0 6i I� o Z Z E O N B B f6 d U 0 Q JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. D1 Sri DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 1 Ll1V1 IIIYV 1 LfRVI IIIYV SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING E AM SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) Q SELF-ADHER 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING PATCH HERED FLASHING Z 1 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A roz I SOFFIT/CANTILEVER 0 O O O SELF -ADHERED FLASHING INSIDE CORNER -7 Ground 7 Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH -1 PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS L STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB NSF LATH i ---- JAI ;TOP A US BACKER ROD OUS FINISH 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 fleshings 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 0in 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 (611 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 L� o co 0 0 N O z o <c N CU) M , C /1� O 1- ' W n J a - o W tN c E U °' i� F- m E O $ ® W = U o Q o • N N LU n d o w Z Z LU �Z v m z P W us�LL.oW a Z Q ��'ga_ o Z C N O A V 2 E (gip d LL Z W Q NaM tg o Li Li 0 N M 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 Flodda 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. o w c`) o ao Z � ce E E 0 oo a0 ® Co I_ C xU �¢o U0 o0 o E CD¢ as ao a ¢W C z Y mo O Z Cf)<W � �w go a r � NLL z CD�F w¢ >_ a �O 0 ^L1 W 1 C:)M C:)�-� L1. (n C:)Q C " (V CIU L./11 0 0 m C 3 r co rn r d' .- a o T LO T r LO M N o O �; t\ Z Z E o (n E Za C a. 0 � ¢ o 3 JOB NO: 19-5892 SCALE : AS NOTED SHEET NO. W P March 20, 2018 Re: Wood Constnlction Connector Compliance for 2013 International Codes $ 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 201$ International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D71 d7 Tasting and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood, Both methods determine a connector's allowable load as the lowest of the following: 1.. Lowest ultimate ofthree tests (or average of B) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC.ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2010 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However; reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their woad 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 20r12 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/302018 when d will be re-evaluated by Simpson Strong -Tie. Please visit wwwatronotie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P:E, LEED AP dw(BDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strong -Tie Company Inc. 222ICountryLana McKinney, TX75069 Phone: 072.642.0320 Fax:972.542:4139 www.etronabo.com -F-e CU > U N Q oO O � cameo.. V Ca O O � ja W Q C O 0 O P, LF.� j '^ `V O , _ Q .� L_ '^ v) Q o � U O W O L� U O L� V! m L� W W Z J Z Q SHEET PA 1.0 NO. � A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2806 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU218 FL10856.5 ESR-2549 HD216.3 FL17232.3 ESR-3445 HU2183 FL10856.1 ESR-2549 H 26 D FL17232.2 ESR-3445 HU26 FL10856.3 E R•2549 S HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10656:9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL70656.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL77880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS18 FL10458.22 - ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 - FL10456.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.26 ESR-2813 HTWM16 FL8223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.18 ESR-2613 HUGT3 FL6223.3 Evalua PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the (wilding components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2g4g1.g +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.9 +87.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.14 +87.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCran, Rustic FL7640.1 +67.0/-87.0 psf B. SLIDING MI VNndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FT,251.10 C. SECTIONAL Clopay Building Products Residential VNndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.07-30.0 psf Clopay Building Products Residential WindCode Doors Vv8 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors Vtr6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single 8 Pairs of Doors FL11537.1 N/A (see lost sht) 2. VMNDOVtS A. SINGLE HUNG MI VMndows and -Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0l-40.0 psf PGT Series5520 FL243.9 D. MULLION MI Vt4ndows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiaPlank Lap Siding FL13192.1 - FL13192.2 NIA B. SOFFITS Alside Solid and Vented Soft FL15272.1 - FL15272.2 +70.0/•70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3Tab,Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 15Ib Felt Undedayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Borst Tile Villa 800 FL7849.27 - FL7849.28 N/A Sorel Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLG 0.032"Aluminum GulfLok 16" wide roof panel FL11651.2 R3 NIA 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15078.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999e4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval al plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation pagai.18 Building Codes and Standards 1211212016 Product Approval Application Detail &09b= PAt 2dt, Date F-Alre 2111111 Ln Version cmdeat auugw EW&ARROLUI A -I Sts-hm Rwhilon 2017 ThertheI Corporation RICK VWgm Lyndon F. Schmidt PZ. Ryan J, King, P.E. 10115=17 0711�=17 101`184W i2/1=017 ApprmIed Category-. E)bdor Doers (419) 2W174O PE-43409 (813)767.6555 Subcategory: SWInglinilExterlor DowAssembiles rickwCnIrbidgedristdants. Compgan.. Method: EVtUdon Report men a Com Florida Reordered Archked or a Licensed Florida Professional Engineer O-libi A,--,, Approved for List A-,,&dfU,, Intmeet Deal,, Productoescriation C.malaftoirstlonDsto In HVI Outside HVHZ Fuslattant I a. Thertrus-Tru Ffirar-Clank and SmoothStar Nominal SlaI 1lquotNon-1mpdd&qI Opaque 42411/2020 No yet No NIA r. It Dom FLMS23SM 226 List vmiw Revision 2017 Mil vwxlm" ow Doors Category. Edeft own SuloOdDliser. S" OftrW DW Aseentries Compillosia, Method: Evaluation Report from a Florida Regisland Arahlboot or a Uoaamad Florkle Profteelo" En*w RJ1533ZA4 Products AW ptodad LNwrbKwN� 3 SERIES 420 ALUMINUM SGD REINFORCED Dow Florida Deparbinent of Business & Professional Regulation BuNing Codas and Standards Product Approval Application Detail Erg* or cmvA6t somsow Luis Robeft Loma Steven K Udah, PE (7M 365-33M PI (717) 317-8454 bmvox,km.*- Pass I all I150:10is Ra bb Data lending Ra AWNWA FOC Approval Aporhaved Subs 0111130,17 ORMIM17 Miami? lGhO)2DI7 Appmered Qudkauwuu Assessed for Use ADWO"d for the wwo 29" produce Dmcrkdm ConhwztbmkMbnDdo in "I Outside HM no� ft� SMES 420 ALUMINUM SW REINFORCED 0K0 1213iM8 No Y" No WA 145-Milquoloallaquot; Florida Depwbrat of Business & Professional Requiddicit pagelorl Building Codes and Standards 1152018 Product Approval AppRen0on Detail Erow ar Rdt Do Oda possess Rik verairse Rialliblaw contest Emd�&LI� yoNddw a, WNW Ratistali FWAborgyal Approved Awn Finislon 2DIT Clopsy BaldIng Products Company me* Vbwlow ft�ToWngSoMmtt4k, Gary lottablear llrAsm? M10=17 12105=17 Approwed callow. Bftftr Doom (613) 7704M Inc. (613)510.M SubCmbgmy: Secloned Esselte, Dow Asterniolles ffNMdMfgkWD*M� cow*N� Method: Cofflution Mark or UAV niMI275M posthaste cluster AgounuM ADwaftdiortbe Approved for tits product LNumbetarM� Product commission Contract Enervate Dab InHim Outside nnwwa Floo� ST W W549 FANWI 51: 114A. 94. M 75, IBM. 190, 70. StOM Pan (MI 25 ga.) SkVb4w (up to Or tells) 05021raw NO yes NO -30 M-32 761 4RI 4ROF, $ROT, S"F, MST, 48.42.65,48S, MDOODEW74; MIS George Door pap 428. 558, GDW GDOI GROS, GROft AR58, ARI EDW EDSW Florida Deplartment of Business & Professional Regulation pagelorl BWWV Codes and Standards 1,52018 Product Approval Application Detail FL*tl837-R7 fLob Codes at Version Conbed EnakwaLk� Rnlskan 20117 Deft OM UL LLC Clisomr.ExteelarDows, (641) 4111 SubCnbM: listener Dow Component damdedWomse0ft.co complinces NOiad- Ce filloaft Mark a Labro In RjMl6U4R7 Products me" Praised NoM. Number, Mato Produal Commission I ao7,707,727,747, and 847 single and Pan of Doom Flush, Maud, and Lwmvd Skole and Pan of hollow MOW III 219 211 Dde Pandires 21h VWkhdod III ywww Alikettied FOC Anorayd Affionssfed Ted Samoan, PE 11413=17 101I i2s)III Appmered MMM4707 Qwd&Au Margret for Use Anoroved for Use bmd Beft ln)MM Oulaisla HV14Z fistages pressure, 1213111 Yet Y" Yes WA Florida Depwbrwt of Business & Professional Regulation F.P1.11 Bulkflng Codes and Standards 1/5016 ProductApprovall Application Detail FL*IBSU4t9 2ok WrAW or Rot go Daft P&MMM Do mn vandon Ritaidiahm ErAh�&Lb� Vaikkied By VdW&W lifigiftill FMAWOM Angroned Awn RWWW 2017 Ifill Wralote and Doom grand Sitinger American Amhb*rml Slamen M. Urigh, PE 121312017 12131=17 01/0"18 Appemosel CdOSW. WAXIONS (717)385.M MuwbctummAnododon (717) W-"gi SubCalaoser. Find bd*QwGMMRL- OampO�M Detestation Mark orLWArg FLOI III Products Qudbf AbommdfwLke AnaramilibrUse imm 2aft AKE 1proslntlfiad�I NumbwwUwm produot poewhom Cannot Explosion Deb in HVIR calmdamvpm Resistant P� 1 185 PW 73 x 72 [nvAM Got 040=18 No Yes No +M-W Florida Department of Business & Professional Regulation pop I of I Building Codes and Standards irawls Product Approval Application Detall FLIM40M 920 Knww Rda go DAN pAnCKM Rik Miss Vmlm Ritillitsigglia godvd I!ngk�&Lhm� Wadded By VikOdoWd submitted FOC A-mmenal awn Revision 2017 M�Tru Corpronstion Rick Wright Lyndon F. Solumlsh, P.E. Ryan J. Kho P.E. 10111=17 IMM8017 1012M7 12112=17 Approved Coaster. Exterior Dom (419) 2W'1740 PE43409 (813) 797-OW &ubCs1s9W Sainging Exterior DowAssembiles *kwQ-tkb=nubffft Component Mao", Evaseeft Report grant A COM Florida Registered Afdftd W a UOW*W Florida Profteallonal Engineer nAYS4040 Products QuWIW Amuram Marginal for Use ARRMiligialft low Rolm Produat kbdoL NmlbK Or NOFM Pradud Dwofodw darAntatexpiammaw In Outside KI Mebm Pmeam 1 2. 8quotFbHC%mb&q-t, &quotGMoothW&qUat, WOMB 4quatimpardliquot Gland Fiberglass 12MIMMI No Yet Yet WA &quatmmlocmu4uot - &qLvtclmwmft 5ftU Door - PQ Irmaing w Oussesing Cm%umtbn RusdoMuot r Florida Department of Business & Professional Regulation Page 3 of a Bujiding Codes and ftndards 12117M.18 Product Approval Application Detail Qa Entity or 2WI Date ?end,, 291 Version & Ll,-o vraldsr,de� submitted FlI Atoro-I A,-,,d Rtrislon 2011 -nummI Corporation RicklMight Lyrdon F. Schmidt, P.E. RyI King, RE. 17J1312017 17JIM017 ImlatI17 Wtimple Appre il Category: E)derjor Doom (4ig)298-1740 k4uog 013)167-6665 sukocategorv: Seerging Exterior poorAnembiles rkbaWwbirgoormuffards. Complenee Method: eadusion Report from a com Florida Registered Archled or a UmmW Florida Professional Enginew a Quality As-, A.0rov.4 for us. An,,V,df,,U,, Inipatt Design Aga an Date Resistant I a. Thorms-nu FIber-Classic and SmoothSter Nominal WA`aa,,S &quW;Non4mpnt&quoL Opaque Z,,,2021 No Yes No WA Florida Depalitment of Business & Professional Regulation pqp I of I Building Codes and Standards IlMIS Product Approval Application Detail 22da III or 2at go Date person, Rwa LUIS yeftion Raladisim a Li� SubrAftd FWApprowd AODMV*d mam Revision 2017 MI VAndmit and Dom iseentsitinger Luis Roboft LOMM Station M. Won, PE 11SK3017 MI MI&M? 10010017 Appemned Canglow. EAMN Dow (717) 311 PE-62514 (717) 3174WM SubCoMeW. Siding Extod*rD=A�bbe batingenithrolied.own Dampener Msg"t Evaluation Ropent linan a Florida Resilient! ArdmUd or a Licensed Florlds P� Engineer FLI"US24t4Prod,ots Quaft A� Approved for Use Antaired 110 Use based Dedw Ala PrdLwtlbd@LNwMwwN� PtoductOnotoOm Owelmot eKokmdm Dab In out"HYR PABIdMd p� 4 SEFUES 42D ALUMINUM Sao REINFORCED SERIES 42D ALUMINUM SOD REINFORCED OX, 12031MB NO Yes No WA X01 xx mmuotxgs&quot Florida Department of Business & Professional Regulation Prosimi Building Codes and Standards Immis Product Approval Application Dotal FL$16279M 22b Enft or 2ift 21k oftpor4sm 21k Mato Version Riesdoam GROM gnubw&Lh� v� by VABdow a RIC Arsermad men Revision 2017 ClDpay Building products Comparry Me* vvo*rftw lrftfhk Testing Seavloss NA, Gary Mahler 1161912017 OMQI 12105=17 Approved Claggoar. Erderlor Dom (513) 7704W IM (513) 51945M SubCalsoosin Seasonal Exlerlor DwAsmwrMa ffwmbKaemodom.� Complaint MWw&- CarfficWm Mark or Lbft FL"SL'24t$P,doom auaw Asiumn" Anagirad for Use Asawaved for it" jages D"lon AKE ProdimiMadeLMmAmmM� Produal DorAldW ggwmdxm*momno In NyHZ Outside Resistant p� 63 053 V95-18 PAN-2FI53: WIN 94, 73.75� 1500. 100. 4M. S" Pan (mirL 25 92.) DattID-W (97 to IWQ' 06121=211 No yes No -30 PSF140 4RSF, SM, GRI 48.42, 511, 48% 428, US, GM, Wide) V4=CODE&0174; WS Garage Door FSF GD5$V, GRGS, GROI ARSS, ARSOV, EDSS. ED58V Florida Department of Business & Professional Regulation P. ' 9-1.f2 Building Codes and Standards 12JI21201t Product Approval Application Detail Entibe or PAP. -DJA Dot, P-I DAM Version HAQWbI Context VWWWS� Validated Subaritio F13C Awwoull A,,-,d itawa Roottloh 2017 Mi Vindoes and Doors Start Salinger American Architedurall grown M. UI PE 1211 121MI017 alimoill Approked Category: VAd- (717)366-3300 Manuilachmem Assodefilon (717) 317-8464 StaiC.I. "a Hung WillirWranbeI Compliance Method: Carlification Mark or using Florida Departireent of Business & Professional Regulation PI Building Codes and Standards 115018 Product Approval Application Dsftfl anow 9mb soft ar 201 so Dab Passing Rik mm Version mmukctuw Contest En,Mw&Lkwm VmlhiabdOw Vagdobd submitted 1911CAostrand AWN Revision 2017 POT kwudrio Dom fluark wan*bwo a= - CER MWMW)OCID BCOO - VAL 11=017 120mi? 12Q5017 Approved caftow. Winsloses, (041)4$WOD (786) 3115,2591) SubOxisgrar. Food dMWk@pg*dUMF"Com Compu�l- Cerulcd]mMmk"Lw" FLO2434MProduds QU&ft Anemones Approved for Use Assaroved for Use lmom Dealers AW Prodad losses. Number ar N� Pfdodpa-du- Contrast En*glon Dab In HVW Cfthk III Roshftd 9 R"520 (Large ft� briparal) VInI plead WUW= 84-111 Y" Y" Yes WA Florida Department of Business & Professional Regulation pap I or I Building Codes and Standards isuis Product Approval Application Detail "535$40 ga I!nm or go no Dab -PIMA= Rilk mm vmlm kbmfwtu carried i[Ook� a Lbmu Validated by YWMM SlAmd0d FW Aggroval Aterrowd &boa Rentislon 2017 MI Vilindoes and Dows, seentsmager LUIS R LO"M, Pr saw it Urlah. PE 101I i0nWWi7 101I 12/12JM7 Approved cabomr. wheimas (717) 385ml= PEI (717)317-0464 subc.bpw. Musens, beftlin"noled.tom Complb� these&. Enluation Report from a Florida Registered Archw or a Uosmsad Florida Probations! Engineer FL&IBSESM Products AlMorand for Use ADDranned for IMR§gt 2MM A2LP. Product MadoL Number or Name Prodisat D,,Olkd- Contrast paw Is, tim Outside HVMZ PANM$mt ammn 2 S764 vertical Aluminum Mulm 1701=18 No yet Yet WA Florida Deparbirsent of Business & Prolmlonall Regulation psgaloil Bullsfing Codes and Standards iffims Product Approval AppUce0m Detail "SnS4PA rdo Efrjw or Ra go Dab pending Ra 1011 Veteran meadistim c4mvbm VagdoW By VaNdMd submitted FWADDrOM A� s� Rrarldon 2017 Tflemns-Trucorporsaft RiCk Wright Nallomad Aomeftftn & Ryan J. King, P.E. 1212.012017 09,21120il 1222017 Approved Caboamr.BbmrDom (419) 2WI740 Memagarreent hestitate (al$)767-M SteCalegrain Wroing E)ftftDMANwrbks dolaw4nablilatotemsents. Compen" MWw&- CwMooUm Mark or LM" com FL#152254t4ProdL4dS GLEftA� ANNOmbrtbe ADDroved Par Ift l� pmkm EMMMLOWdOo In-MV11Z Outside HVHZ flisages Pressure I a. 84UO%CW=bCmftquot and Aquotbandoreek by sal and &Z OWN and GkIW I'llseeirls" Cow with 1241=1 No Y" No WA lbwmo-Tru&wot and WNW sidelies. kwwkv and Orleans Florida Department of Business & Professional Regulation pagalri Building Codes and Standards 111=18 Product Approval Application Detail sob Entity a am 2mk DMNPNNIM am M112 version Riesidialisse &LI� fightsM FOCA=Md Approved ANN Randsco 2017 MI Villedoess and DOM WWSMhoK Luis Rateerto Lonin Slem M. Udell, PE 0811312017 01 MISW7 11011002017 Approned Cdegmr. Mistletoe, (717) 356,VW PE42514 (717) 317-84M SubCatWq: $Hft Metier Dow Aswrwm beltingerilimislown Composite R%Vwd: Evaluation ReW froon a Fladda RogbOmW Ardftd or a Licensed Florkle Prolessional Engineer FL#1633&MPmduo% 9mokAumm AsofandIMLMO Apprandibrtko LVDbd nadm Am& Pro&mtMod@LkumbwwM� Product Descrkdm ConbadEXokdknDlb In KVWZ OubM* HVMZ am9dwA pnoyAm I SEPJES42DAWMINLUSM SERIES 42D ALUMINUM SOD OXO IWIM18 No Yes No WA 14"gkuot�a&quot MON-REINFORCED Florida Department Of Business & Professional Regulation Pap I or I Building Codes and Standards iffimis Product Approval Application Detail FLOILICLI.ft ram Enft or Rght ak Dde PSFWMD Rd& na Vwslon Umbom Carried Erh�&Lk- VdMbd D, YANdad submitted FM Approval Awareness! aim ftvWW =7 I Wedges, and Dom Eased smngw Luis Roterto Lomas Onen M. UrIch, PE 011 0&1112017 MI&I 101110017 Appermod Catoorr. Extsulor Doom (7M 306-M PE-M14 (717) 317-84M SubCdo": glft EANIN Dow Assemblies bskbmwOnAvd.� Cow*V�-- I I eakaffienRepatimens Flords R99MMW Aroldhad or a Licensed Florida Professional Engineer fgASS224R4Pr,duab SAMbLAUUMM Abortaradfor Aowod for Um bmw 219M mi product Mod@L NWWM or Name PM&MOMHOW In ovbkibm%m Pfa*mn a SERIES 420 ALUMINUM 800 REINFORCED SERIES 420 ALUMINUM SGD REINFORCED )00[ IV31me No Yes NO KA 1431liquaOSIMquot Florida Deparkroot of Business & Professional Regulation PaPI&I BtifldhV Codes and Standiards, 105018 Product Approval Application Dotal[ "Brl94U fdo Ender or Rdt Rda Door PB"M Rd& mals vKdm NmLftchm contest EnakoKaLkwm V@Ndg"BV vmnamw SubmNied FMAODMvld Anorwmd am Revision 2017 Clow %oft pl�� LiorkVVnftrkM trftdok Testing SWAM NA, Gary PM~ IMAIII 0811012017 12106017 Approved 01401 ExWW Dows (513)7704= Inc. (513lill"lles SubCdaroory: Sestionall Exterior Door AssarmirlIes mareassalleldiijolopsy.om COMPUNM Ms*xmt Denotation Mark or Usfing amlsz&BLEM990 CkNVW Assurance Atimovedibrilser Arronavistlier 00 hmma Rift .2L Product Damodo@on 20*mLguklggomk In III oulsids NWHE Assilm Fmna- as 085 M-09 FAN-Vift M 76. 81 SI 411,420, 48S. ftM Pan (1125 91 $10081 (Up to 91 WI 0502111 NO yes No -36PSI 4RST. WI GD6S. GRSS. ARSS. EM WNDCODE&#1 74. VX Garrage, Door PSF Florida Deportrin" of Business & Professional Regulation pa"I&I Building Codes and Standards Product Approval Application Detail RA23$Aw rdo Rst no DOM Poodhw mallit vefetm Mmuflictum contnt EnninmaLks� VolidetodBV Vafldabd SubmWkd FRO Approved Amonrial Revision 2DI7 POT kwusuin DW Ruark MW..6D&doBCCO-CER MWnWUft 9000 - VAL IZZI IVM=17 1=5=17 Approved Genstar. vernicare (9641) 4"00 VOM 315-2WC SubCdopW. SIngle Hung *uwkopgwdLWAN.Com CoahpNns@ MWw& Congestion Mark or Lieft FLA230-11128 Producer CAMMA� ApprandfortW Appeared for Use Pm�ModoLNumbwaN� Pladuct polrhom ankLtjubugana in HMNZ Outside Riallasig P� 7 SH46M (Low Missile hiseco vinyl single Hung Y*WM 0713=0 Y" Yes Yet WA Florida Depatrwg of Business & Professional Regulation pagalwi Building Codes and Standards 11512018 Product Approval Application Detail Is"41111 Jim EntiN or go 21h ao_emwm m MIS& vww- Mmudmuim Cooled VWki§Wd IW Valdded submitted FBCADOFW.,M Appraseed Am& Finislon 2017 POT kw� Data Ruark MWM4)bde BODO - DER MWMH)Gdo ECOO - VAL 12MSaM7 11115=17 12MMi7 Aisprohoed couaw.wdwom (941)48"100 M 315-2590 SubCabWq: MLdkm druarit"nalustiles.own Compensate, Method: Cratillowlern Mark or LWng FLMI-RilPmdkkdo OULVYANKMMe AoomvWforUm Averened for tits haw Damon AMA F"duck Model. 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CerMcation Mark or Us" man FL#lS22S4lL4Produds Quaw Assehaved for Use, Approredforlist hUM Raft maw Resistant .&quatOwWvngyk by M and 80 Campus and Glazied Froargins Dow with 12PI No Y" NO WA Tb-T~ and without kwwkv am oubwkv Florida Departniont of Sualriess & Professional Regulation ps"Itti Buillifing Coda and Standards Ir"Is Product Approval Application Detail Sob E,,M or light Rik Dab P..,I- Roft 3ka vws%n vilegialux Yddlild lohmmad FOCAOWOM Aboroseed ama Revision 201? HIR�orWDom areasitiI Luis Robaft Lomas SbKW K LM* PE DGM300,17 0&1 MISOI? IWOMI Approored CaftpW. Eldoniff DOM (717)3554M PE-M14 (717) 317-6454 SubCM@FW. lifilding E4WWDOWAUMbliM taillsoaram"oorn Cow4Wmm 11 1 1 Evaluation ReW from a Fortin Regiblered Arghtead or a Licensed Florida Praftealoned Enlibrater "6332*APMdUdo gmdkAumm Ainnoved 11W User AtensAd for Uft Mao Damon AKE "Ibw""M pnmmdolmcdadon 20*vom Date In oubme gas Present 2 420 ALUMINUM SGD SERIES 42D ALUMINUM SW OX. XO, XX 12131=18 NO yes No WA 96&qUot%BO&qUot NON-REINFOROM Florida Department of Business & Professional Regulation resaiwi Building Codes and Standards Iffiardis Product Approval Application Detail FLAM4tn 296 Eaft or 21k 21h DVA POWIM 20 DA Version vasiteasist conwd fag]NK&U� VWVAWd IN modw subm FOCAMMVSI AMR ROVWW 2017 pothwu*ln Dean Rusak MWff.1-Dob 11CCO . DER MWrA4)oft 6CC0 - VAL 12ri=17 11/211=17 120017 Appro-d CM60mr. Ealarrior Doors J241) 4"00 (780 3164M SWZM"pW. Slft Exharlor Dow Assembles dnwkGpo*Wnbiwoom Completes* Rbgk*. CwbncOm Mark or LWV FLIM409 products aulft Agoneseadfortles Aborovedfor NW Raw aw P�ModaLMunibwwN� lemalwal Description coroaat ENdreum Dab In HVINZ ou�tn*M Res� p� ic SGI (Large Missile Impact) Vinyl 311:111 Oka$ Door 04114= Yes yes yes WA Florida Department of Business & Professional Regulation Pop I of I Building Codes and Standards 115trole Product Approval Application Dotal "d2Zo4RB SM Entity or 2ift 209 nobpomNm 2ok am Version wmmdod� CorAnt Eh� I. 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GR5% ARSS EDSS wift) YMOCODEM174; V10 Owap Do" PSF Building Codes and Standards 1211212018 Product Approval Application Detail Entilh, or P.91 Pik Debt Ponds- PAs. version manufacturer Validated Bg Validated Submitted A-yed Revision 2017 full Whimes and Doors Brord Sifinger Amedran ArWadural eleven K UI PE 01421/21318 01MV018 W2212018 Appmyecl Category., Wnrerm Manufacturers Assoclatlon (717)317.8454 Subcategory: Hortzomal Slider bskffhger&nkWzom Compl- Method: Codftatton Mark or Usfing �n NV%i" @ ........... AGA Product Model, Number or Name P,d,,t D ... rtti- QualltyAssurance A,-,d for U- An-AftrUst Contract Expiration Date In HVKZ Outside 14VHZ Matter, Q,Wrm Resident Prens- I HS 188 Fin and Funds Frang 7142 Insulated Gins 0211642019 No Yes No 45&155 Florida Deparwmm of Business & Professional Regulation pegaI&I Bubtfing Codes end Standards 11520111 Product Approval Application DOUR FM3inM 99* interest, 291 21K ROLew9km 201 Must Verakas LbrkdwWw cadw gmdmwAlmm Vmmddw of )Nidmd SOmUbd PWAppromd Aebroved AMR Revision 2D17 Jwrm Handle BuIlding Products, Ino. pbIgdaa Zhu Ronald L Done John SWANMFd, PI 41411 O&MMIT oerlml? 111110=17 Appew-d Ca%gw.PonaiWab (9M34"W PE-24121 MM 387-an Subcategory: SIft ping"roxhutilismother corropleampal- ;EvWuadJWR*W*Wna dl�own Florlds R"Mmed AMhW or a Uce� Florida Probubnw Engineer R.MSIB14RSProduabb oulm Aborned for Uft Aggroved for Ust lmnm Dnion nmamtpo=eA§M gguo3dgukNd2m2o In oubhbHvmz Resistant pmom I Cwlp" Lap Sk"I flos"ement ImP elft 12131A1010 Y" Yes WA NZA Cn -Cu > 2 c- CD a) 0 2 CU 0-0 0-0 C:) 0 c 2 L- 21 C 0 CC 0 0 li= M CU .cn cn -0 a) Cn E L- CIO 0 CL CU 110- 4- Cf) < z z W Mj Y.� CIO a) c� 0 CIO 0 C/) CO 0 L- CL CL < (M) 0 Cf) M M LU z z In - SHEET NO. PA 1.1 PLE]i18Y�4 SM ntos Yeolm Revision 2017 James Hardie Building Products, Inc. tfetsgay. Pawl Web SubCs4•p•eY: Siding CaopYnla I I I x: Evaluation Report from a Florida Registered Atchbd or a Licensed Florida Profeeewwer4n r nm3irkm Products aea.E Millions 2 Harempholk Lap aft 22111 tiro version tYmdsoaau RevbWn 2017 James Hardie Bulking Products, Ara Cabpory: Panel Walk SulCa/pary: Sldkq CompOa Method: Evakretldl Report horn a Florida Registered Amhbd or a Noosed Florida Professional Engineer MA 2 HadfaPfark Lap Slddng Florida Department of Business & Professional Regulation P.ae i d 1 Building Codes and Standards 11=18 Product Approval Application Detail t3ilfl61f41�r1 cooled lwkmKAMOM ywwd m Yddod Adle ted I Approved t o& L M version PhlpsMng Zhu Ronald I. olim John Southard, P.E. O825M17 08IOM17 OWS2017 iona2017 Approved Revision 2017 MI WAndows and Doors (909) 34&2927 PE-24121 (352) 397.2525 Category. Widows tvhgelwa9sJtu�Janreshar suticategory: Mtaaae diccan Compaarna Wand: Evaluation Report Ban a Florida Registered Architect or. Licensed Florida Pn%essbnal Engineer I 9MRWKANNWM AncrovskiaICMss AMI1,,d*LU- Issmall Radea Product contrast Expiration Dub 1nHVHZ tie sssa 181or-cement W sharp 121372020 Yes Yea WA WA 2 5784 Florida Departrrlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe i dl 11 iMM18 snfbcor Reg 20 DMOF*r kw Ibg carried EsslmorAusamm VaNdatedBy Velldsted aatamd IVICAMMYW abate Stanislaw Lul R Lomas, PE Steven M. Uddb, PE lore 2017 10/1012017 IOMM17 12f128017 Approved (717) 365-M PE-M14 (777) 317$/54 bsbngw*mkW om gmilkAOMMM Aar A -roved for Use Iwo Damon Product Description Canb2aE=&Wkm Daft IatSQK HVHZ anjmrd P1llpSE! VerlalAluminum Mulron 12MI2018 No Yea Yea WA FL#Mf4t11 290 TM Ytalom Revision 2017 PST IrdwAn CaftilOey. Windows SubCabaay: Williams COWVN m~. cardamom Mark a us" FLaH4111 Pendwts Ant 1 MuaonsfarAl Door snd VAntlawa Florida Department of Business & Professional Regulation Building Coders and Standards Product Approval Application Detail Enft or Qeg na Deft Penedires Rik contest E Validated Bee Validated atladl0d FRO Awraval Aaa[mredt imm Dean Rustic MilanWa eBCCO-CER MIemFDs0S BCC0-VAL 1ZWM17 11M&M17 t2KIM17 Approved (941) 4864H00 (78M 315-M .ddn AMtrmd3wtirm Approved for Use Ind !zed■ AhlmhamnWades 05W=11 Yes Yea Yea WA FL#131a74d 990 In vmisa r Revision 2017 Jams Handle Building Products, hlc. category: Panel War subcttepay, sldkg CompWresYeawd: Evaiwlon Repodaarn ■ Florida Hogshead Archbold or Licensed Florida P's"'me nel En~ B E AKa Product 1 CempWA Lap SkIft Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of 1 I 115=18 EBtteLts Ibte Ibg DataPend■ title SeMsst a WIWatedHv I AWVM9 FOCAuslarovel Approved Mks Pkpehsnp Zhu Ronald I.Ogawa John Southard, P.E. 08262017 O=62017 08282017 10110MM7 Approved (909) 349=7 PE-24121 (352) 387,2626 pfrypdwrgatlu�daraeahu die.eeen Amitee ADWaVedt4r Use haned Rssl■ Product Doserlodon Corbett Sedation Dab InHVIC assisted PressaR aoer<ensult lap eldkg 121 2020 Ys Yes WA WA Florida Depafent of Business & Professional Regulation pop i Of 1 Florida Departrnerd of Business & Professional Regulation Page l a/ Florida DepaMlent of Business & Professional Regulation Page l d i Florida Departrent of Business & Professional Regulation Page i orl Building Codes and Standards 115510te Bung Codes mid Standards IPwe Building Codes and Standards 115=18 Building Codes and Standards 1r"Is Product Approval Application Detail Product Approval Application Dstall Product Approval AppScatlal Detail Product Approval Application Detall errab « 2ME gag DM Pandim 2di !' 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King, P.E. 10104=7 101032017 10M12017 ON) M-2389 PE43Mg (813) 7e7-6669 nthompsonCabWe.com 12I12=17 Approved Revision 2017 OAF Cdegory: Rooting Subcatepory: Asphalt Shingles Mkhmi Sash Robert Nieminen John W. Knonvk:h, PE (800) 7WUII PE-891e8 (954) 772-OM MBOeh®getcem 08I2712017 0920IM17 09M82017 12112M017 Approved die.com complWwe Mwk ad: Evsksolon PAW ftm a Companies Method. Evaluation Report hom a Compliance Method: EvelwWn Report from e Florida Registered Architect or a Licensed Florida Florida Regltaae Ambled or a Licensed Fbdds Florida Rephhmtl Architect or a Warned Florida Profesalnal Engineer Professional Engineer Professional Engineer QuallIvAssummos, Approved .for Use A■@rsd.btrSg! MW Design CMINAseaasa Wyss Aoeroved for Use booed )oaten Approved for Use Approved far Use Jm■gt QMI■ CAWA& Aaorotld.mL{ga Aporoveateclt■ bald posher produd combined Mosirafton OM NLYIQ Outs& M assistant PJ)IN" ou Product Model. 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ROWQ (417) 82488" PE-74021 (334) 300.1800 Metals Company (TAMCO) (813) 2464M PE-74021 (334) 300-IWO Mehl Company (TAM0O) (813) 2403456 PE-74MI (334) 3DO-1800 Me" Company (TAMOO) (813) 2483456 PE-740M (334) 300-ISM sWCabpay: Unded.ymams kerrLederailWrdw.com cabsery: Rodrg tory@gonntstodlegaom Calgary: Roo8n0 .corn Calgay. Roo" .00m Coreplisnce aborts: EnMstion Repot tam a SubCalpory: Roo" Acoeeaorles that are an SubCalepo r: Rtuap Accessories that are an Subcategory: Roo" Accessories that ore an Florida RapWered Archbot or a Ucemmd Florida Integral Pad of the Rooft arstem ktlpk.l Patdtha Roo" SY+lann hrteprel Pat d Sri Rtrolhg System P I roliabns Ergteeer Complfena lfaprod: Evakwlion Report frpnla Compuanee Method: Evak*tkn Report from a Compliance Method: EvalwOar Report *am a Florida Registered Amheed or a Licensed Florida Florida Registered Amhbdt or a Licensed Fonda "a Reclanad Arddled or a LWanaed Florida Professional Engineer Professional Engineer Prolosslornel Enphner Metals Aft— A Lthm ADo mfMlbCttee lead Design stag Product Model, Han6eor Rama 6 No.15UL Predate Asphhe8setrireldogaft-M ComraatNxokidon Dada bIalll MOW Reassert PJ■sure 01/072019 Yes Yes WA WA ass.S P 9tMlNf !■Ope Ape0Nl� Approved for handhandRtlRomtglfss 1atSHVRti SssNteN 1!mssura assJl leans A Emballon ImIN"'Qggp Date In HVHZ outside HVHZ goolotard preuare lilMtaCAlssrsBS! Eta1! PfpAat Aassm(ld.f� As s 1Mssd Pssl■ te.lAftii 4ussWtJBOZ Riatiallat PJYseYre 1 TAMCO Flat Top Os-Rldge Vent with Bona for Tie 28 as. sato rod ventilator with beme O111MVI025 Yes Yoe N1A WA 2 TAMCO Gooseneck Vent 28 go. 0909rim No Yes WA +oPM5 3 TAMCO OnRldg o Rod Vent with Base 28 Qs- ste8oroof vanOWw with Integrated barns 0810912028 Yes Ys WA NIA t_ Eaft of ties vereten Mated lbtdsscaLiYaSdMWJst Revision 2017 LV. Thompson, ioa rate Thompson Ambled" Tom/ Chdo m in Zachary R Priest Looks Bowden Milos Company(TANIM) (813)2483458 PE-74021 (334)300.1800 Category: Routing netemolk SutCarpay: PAm%V Accessories that are an kdagro Pad of"Roofing System Complrma ll. I : Evafedion RepodBom s Florida Registered Arddld or a Licensed Florida Prorsalond Engineer Flld aural 20 20 pokpmldm 20 code Whisked EtI■M FISCAwemit A,--d Boa tin■ version 1 10/OWT IOMWA17 101172017 12M22017 Approved Revlon 2017 Florida Metal Products Inc, Calgary: Roaft SubCa%WW. Rcofkg Aoceeeoles that am an Imago Pat often RW ft SY•WM castle a Method: esakrOdr Report horna Florida Registered Ambient: or a LkK*o Florida Professional Engineer FLMA804ti Products owd far use Anzworved for Use NEW Design Lag 91Y8hC�!■sse Is HVHZ Outeglu R I 3�! 3 FLAMCO BquackRV l O Rings vem8quob 4 TAMCO Round Top OflRldge Vent with Bans for TIM 26 go. SWW rod ventilator wan barn O9ITU 28 Yes, Yee WA WA FLMM1 Sbfe mm VMtlm Men lactemer Revision 2017 Boil Roo" I Monlsd.aem Caftory: Roaring SrbCabpory: Roolrg TNec Complianes Matlnd: Evaluation Report from a Product Evaluallorl Entity Fll7YMt17 Produce. $!s2Product Model. Number or Names 28 Vale No Florida Deparment of Business & Professional Regulation Balding Codes and Standards Product Approval Application Detail Page 1 a i 115=18 Enft our 2di aft Dab Pwwgm Res milt 99" ena o m A Lkom Vdwld By Validated AWMW9 FBQAM MMM At>herclabld loom tire! VMaIM am Thomas JWrAMU IAPMO Unbrm EvaluMon eery W. Wales 1011182017 1010e2017 1012112017 Approved Revllod 2017 Sorel Roofing I MomWLNrMe (602) 289-22M Services LLC. (205) 854-0160 catepay: Rooft bonmter mmU@boraLa Subcategory: Rooft Tba m Complism WW4d: Evakark n Report from a Product Evaluation Eolly Quotas Assurance Aaatmod for UM Approved for Use, Mad Down In HVHZ oulabb HVHZ ! Primavera asst &Mertens polie-LAW W.iee, FL 1a10mis No Yes NIA WA 16 Samrry Boa Eeaba go Ibis Der Paradise $tg Smeted Ela�CiLlmss Ysl a vwkkm alb Aper.2nNd ateaa Clark James, James L Bucker, P.E.® Michel John Rimer, 1025FM7 1010=17 1OWM7 12l122017 Approved (004) 783-840a CBUCK EMbMrkg P.E- dmloarl nco.mm PE31242 (581)414-7667 Qualities Apmoseallorijas Apse! Wad REhM Pressed pasodation cownd Menhaden Deft In MM Outside HVHZ Remarks Pressures Aluminum Ridge Veins for packed rook labrlaiad 121312020 No Yea No WA from 0.025'Aluminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail gitw [ corded EnalmeealJoemss YaSdsidaft Thomas Jammed Kmo uniromm Evaluator Gary W. Wise (602) 269-2288 Sarvlos LLC. (205) 854-0160 MomwJam meettQBoral-a In P.getal 11d2o18 P de EMIw a gate Data Dote Pendfno Date ]ypg Version Manuiecturer Contact Engineer&Ucerwe Validated By Validated submitted FBC Approval AooroveU_ §j" Revlsion 2017 Lanencg, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 04/092018 12/182017 04f152018 06/12/2018 Approved dada Enter or go Ike Dab PKHNM 2ift Category: Roofing (591) 982.6511 PE-31242 (717) 317-8454 Mae YMsI■ Enatess[lJ.I� validated By mind" AWmSted F8C Anorovall ARRMUd egg! SubCategury: Roofing Accessories that are an ecederQlansnco.ccm Revision 2017 Boni Roofing /Monietlaft Thomas Jemmae IAPM0 Unlonn Evaluation GaryW.Waker 10110=17 1000812017 101212D17 Approved Integral Pert of the Roofing System Catapory: Rooting (2■-228s Services LLC. (205)85"160 Compliance Method: Evaluation Report from e SrmbCatepory: Rdbag Trs t)nmalamrei■boral.w Florida Registered Arch h of or a Umsed Florida CaaarBntlon Report froma m Professional Engineer akid EE vssraBotr Entity I Products Quality Assn— Approved for Use Agorovedfor Use hated 4S;Jgn Qumft Assafieress dual Approved for Lim bEN 22ft S # .Product Model. Numbers Name Product Descrlyllon Contract Ericiration Date In HVHZ OuWde HVHZ Resistant Pressure Product Dsocrhftn contrast EWmgm Dab In OUM" Resistant Pressure 1 Deck-Alr'DA-4 Lax Profile, Polypropylene Plastic, RoorVent 07/102021 No Yes No +97,51-97.5 27 Vlia POD Mason Prom -Denver 110042018 No Yes WA WA Florida Deparhnent of Business & Professional Regulation Building Codes and Standards Product approval Application Detail Pagel dl Ir"i8 BII 1 MW&4!$11 22M 21b Dals Isendina 20 220 EotlarJa Qag go Dab Poland 21M 290 YtYlr�d AMMOd FBGAteargaval Approved Abdo titpe YMeten 1 teWLLar EgalosstiLtessss VatiNfedev veld SubmWd FBCAgnrnsst Alooraved Atetite time Version Shmula■mar 101182017 1010=017 10212817 Approved Revision 2017 Borel Rooft l WnldJMle Thomas Jemmea L4~ Uniform Evaluation Gary W. Miker 10I1812017 IOMM17 10/212017 Approved RevWm 2017 Sorel Reding I Mo*&ft le Category: Rooft (002) 28&2288 SW k= I.L.C. (206) $54-0160 Calporyr: Roo "a SubCYepory: Regal The thi mss.jernmaB®bord.ce Subcategory: Rooting Tie CoepBsea MWrod: Evaluation Report from a m compbnce Modred: Evaluation Reporttrom a Product Evaluation Emily Product Evaluation Erdit)r FIX11494till Produces AperomadfarYtt Auereved for Use limped MINOR! as HIMM outside HVINZ Me.1slant Pnmm antes Pro*-Vtosocdodm Flat Prdb-Mean, CA 10M42018 Np Yes WA WA 17 Sasorry BUD- country Sieb, Hedkre Side, Shelve, Sib, Flat Profile -Slddon, CA SpaOM Ergrh Ths" causing Asaummer Apaaedllrlea AoommdmL4a! bald RHIMI an cud.bllyl? healwast MOM asset Produttliodd 10104l1018 No Yes, WA WA 18 Sammy 900-C"firy Birds, Shake &amp; Slats Florida Deparirrlant of Business & Professional Regulation Building Codes and Standards Page f d l 115MIS Florida Deperbnent of Business & Professional Regulation Bung Codes and Standards page i on 1N20i8 Florida Departimit of Business & Professional Regulation Building Codes and Standards Page l d i 1MMS Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail t38114411t1t 929e MM Ywtea Wheoulactraw, EdltLg 20t Pda l 2msst Wearied Be YsWtaMI ado" FWA=mvd tag. Anororsd again Bf. 94111 BM V"— Ibnukftm Edffi[ H 21k 20t ow po validated by Validated AdOW FECA oval 01119 ApM4Yld Ali= 1 2M time vmtea MAWAmbm EOtlte et End— aLlpesss Validated 3, go IZ.e oats vapdun rises valid Submitted Jffidssmlml Approrsd Mom R#VMM MIT Sorel Rooft I Moniedlisaa Cebpay: Roofing Subcategory: RooMp Ties Compliance Mad : Evaluation Report from a Product Eveduaton En ft F19764MI Products Timms JsnsneU 1APM0 Unbrrn Evaluation Gary W Waswr 10/18=7 10I0=17 (802) 289.2288 Savlces LLC. (20b1854-0180 m it 212017 Approved Revision WIT Sorel Roofing I Mon wLN@& Category: Roofing SubCalpory: Rookg The. Compllanu Method: Evaluation Report from A Product Evaluation Entity Plif8494111 Products Thomas Jammed NPkAO Undorm Evaluation Gary W. Walwr 10/1812017 W011 017 (002) 289-2266 Service LLC. (M) W-0160 8nmae.leornetl®bouLa In 10212017 Approved Ravllon 2017 Global Protection Products, I.I.C. Cawpo7: Sbulww subodagey: storm Panel Compgsece Method: Eveieston Ripon font s Florida Registered Architect or a IJoeneed Florida Prolesiond Engineer Tim Robinson Waite A TNN Jr., P.E. John W. KeaaaWdy PE (954) SW7545 PE-44167 (954) 772-=4 SmmMnsnagppam.com O9I082017 03131l2017 0911IMM7 12/122017 Approved Ant PioduratMoM.Nuallawarlillems 19 Saterry, 900 -Country Mete, Shoks, Slate Ump; Spa Stoics I I— Approved forUse Agweared for Use, ProductlDeserhollon Contract Expiration I6f11tF$ outside HVH1Z Fiat Profile - Lake Wale, FL 10104we No Yes tassel gmim ! Ism"M WA WA am ProtlwdMotlN Nu Mora NameProduct 20 Sawony ON - Sinks damp; Slate Gunift Assuramm, A■roved.Atr We Apetmnedfar LIM Contrast E.ndrMion Deb In outside FlatPmm - LWMP. CA 10104=18 No Ys lmped 2UM I Prorl9M WA WA 2211 ProductNWtla. Number at Nara 1 20 Gap GeNanlaad Steel Storm Panehv VHZ GUNWAIMNIM Product OCK40don contract emir4um ode Corrugated Galsntrad Seed SWmn Panel ratsWed 1213ir2019 or not by trades to provide humane prolaSon. A99<m.d-KMU AoarondfarUse Im@!Mt lZsslon, in HVHZ 4l Resistant proru ate Yes Yes Yale WA Search a L. Florida Depar6rlant of Business & Professional Regulation Building Cafes and Standards Product Approval Application Detail Endar ate EBakesurALoindis VaIWated Br ThomasJalnmeU MOW UnNonn Evaluation Gary W. Wa1wr 002) 269,2288 SMIM LLC. (205) 85"100 ihomae.JemaveU@boraLco m Paga i d 1 IMMIG no 20 Ibte eft" go Yell" AWreStd FWAMMM ADMOM atebte 101182017 10/06017 1021=117 Approved auww Aped AaMmtW.for thie mom RWN &so calsb10QR9110111112LIM Resistant IYessln Flat Prone-tfendereotn, NV 1004=8 No Yes WA WA Florida Department of Business & Professional Regulation Pap.1 d i Building Codes and Standards 11501e Product Approval Application Detail PLonaLltm Carl Eldterpr nag tam Datepandtm Rik LIM Msslfiedss[ Ea1lss¢a.1J— VWdW 91 Warhead aahm4td I'=A■mvd A■rovd Abu Revision 2017 Global Protection Products, LLC. Tim Robinson WNerA TNNtJr., P.E John W. Wrexevidb, PE 091082017 O8/312017 OWii2D17 121122017 Approved Cel9ory. Shaine (954) OBO.750 PE-44167 (964) 772-sM 80calagory: Stem Panel ln.robinsonagppentoom Cas pRaroe Wenokk Evakudon Reportfrom a "a Registered Ambient or a Mansell Florida Professional Erglee FLNIBOYAM Products QmVtVA� Approved for thm rdstMedd.NuMoraNan. Asomadforua. lregM Izssba ABA Pm JattA� outside Resistant Yrs$!am 2 24 Gape Geluantrad Sod Slim Pan* N HVHZ Corrugated 0alantred.8ted Stem Panel retained 121312019 No Yes Yes WA and by rides to provide lustiness, protection. CU O +� tr` ICU -a CU /R V � 0 C LO 0 CU LL O .� Cn 'a � O �� O C. rCU C:L z z W J C: 0 L) Cn 0 ♦n�, W CU ry 0 L— C/) C 0 L U °- VCIO W Q Z z Q a SHEET NO. PA 1.2. 411 ■ .. as Florida Department of Business & Professional Regulation page of Building Codes and Standards 172019 Product Approval Application Detail Code Entity or gee 21e Date Forl 2& TTYM Version Manuhdura Co et Enalnw A, ucerrse Validated By Validated submitted FBC Anorwal Apol status RvAsion 2017 All American Shutters and Glass Mike Barbieri Frank L. Bernardo,. RE Troy Bishop, P.E. 04202018 10202017 04202018 0(3/122018 Approved Category: Shutters (561)712.9882 PE-0046549 (954)947-0880 Subcategory: $form Panels mlkebilliallamerioanshutte Compliance Method: Eveluaticn Repot from a rs.com Flonda Registered Archaeet or a Licensed Flontla Professional Engineer PLae 191t9:mmP�1'� a e,.. ,... ,� s riR _ Quality Assurance Approved for Use Approved for Use Impact Deslan sea x Frwa,et Mmel. Nwrwer u. Namo - Frodnd Doaorionon Corwad ExaraHon t7ffie InHVjj oarslde Nyxz eR sistara Pressure 1 24ge Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Pend. 12/312019 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detall Paps 1 of I 1N2ota FMOOM EotlBL9[ Ra !ek J Rik Imo version MNalltisjum Corded 1:mIOMcALbsom vamamav Ydid.W Brmmald VOCAD-VW Approved &me Revision 2017 rivi B:a,ag Components Group bc. SWaR L V41 ICC Evaluation SWAM LLC 411mmn M. RaeNrl. PE =192017 0111 092102017 Approved caagary: fibrud al Components (547) OIW73 (407) 881.1917 Su1)Gbgor3r: Thee Pldae ehwh@alphekw.cpm CompSmaa shall Evaluation Report haaa Product Evaluation Eder Inn PmdmetModal.NumberorrYnes Pmuetpowouan Central Exnkatlon Deb In OtibildisHYR R"Nftd Prsslm 4 ITW BCG/AOW Wava MSMI Connector Path 121312022 Yes Yes WA WA Florida Department of Business & Professional Regulation Fal I a, Building Codes and Standards INllill Product Approval Application Detall Pia1W4M ttW Pendha 4!k mm version muldifidans Shot Validated By VaNdaod AUbM d FBCAnneal A9assxW am" Revision 2017 Mfrok Industries, bal - David Wert ICC Ev*jo*n Service, LLC ICC Evaluation franks, foli62o17 10119=7 10222017 Approved t:W9cr1- 8trurdund Conporrrb (314)851.7480 LLC. euhCM%l Truss Pietas dwert@mY,am (206) 590-mm Companies Maana : Evaluation Report irons a Product Evaludon Entity Piu02107-M Product. AeommuLotlea Approved for Use Memo &elm 4 MT20 20 ga. true come sor plate DINV2023 Yes Yes WA WA Florida Department of Business & Prof umW Regulation Building Codes and Standards Product Approval Application Dates Papeldi iimie Fl.fe9274M sm Enth go 20t DabIsansdlM 211a Imo vatmm llMophgglrla Emfl IYaulWlmc mdmm &WISHM ECSAmorrozY Answered BMaM Revision 2017 Wayah mr Rob BaMu4n ICC Evaluation Servka, LLC James A. RolMnan, P.E. offs 017 06202417 0710 =17 Approved entsgar. SMAMW cwvomnn Rai) 924-0479 (8M SW1344 SubCstaill Engineered Lumber RobaLBaidwh@asel Compliance Maasd: Evaluation Repatfrom a MW.com Product Evaluation EnMy pla6274H prmaet Approved III u Ammedfor i Design M2 pmductmom.mungww PmduotDwAdogm AEKDbLftoDde In tlYlli ! PrseMlQ 3 Tk7WrStam LSL Laminsed Stand Lumber 03/312019 No Yes WA WA lumkaao Florida Department of Business & Professional Regulation Budd" Codes and Standards Product Approval Application Detail P.pslal 115=4 ""44M 2111111 Eaft or &a lee paw pew. 20 mm version m umcbm comed Boplesera Lbwa OLMnAm niCA■[mtd Apoevd AMM Revision 2017 Cammerdal Comma Produde,ma RobertOlb T1W H. HUYNH John Hoy 1a142017 101132017 lorlwarl7 12H212017 Approved Caagoy: ghud" owwm enb (613)111111 7 PE-80122 (3a?) 58a3311 atbOati": Prologs Introduced as a Raal of Waeaa Yahoo.con NeraTeducbpy Deaghnas Method Evaluation Report from a Florida Mead or a Lksreed Floes Rag Arohtiect Professional Engineer FL#47Z$M pressure, Ag@Coed for use A.ondibLtW imp Rehm Am Product Model. Number prNam Pip ContradftMmbonDON IBtaRli D Pnsmile 1 Quality Propel or Com al Central Products lees" and Prestressed! 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Raeie 1, PE OW192017 091072017 0912IM017 Approved Category: SbuGuml Components (847)91846473 (407)681-1917 Gtall 61rucWrtl Components (847)918&173 (407)6814917 8arbodworl Tnae PWes sbwh®alp4ldtw.can SubcatearrY: Trues; Plde MavM�alpruagw.can Cow4Ma Mell Evaluation Report hom a CCaia snub Report frana Prooked Evaustion EMfly uMal Chmg& Assurance Approved! (at Li- Apprmsdjbroa Product Description ContractExplardanDaftIn fflltli O Imlad oodm Resistant Prsetam &eat ProductMeesLNanhaerlares ASS III UM Anneal far Use hmm t Dom■ ProductOoserk6m ggBkttzudmAgL20 In H*M Outside}B(I Rhdt p- 1 III SMApkne If ghor length (H 8amp; S) Metal connector PWO 121312D22 Yes Yes WA NUA 2 nW OMA"w Knile Plate MOW Connector Phis 12/3i2022 Yee Yea WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applcadw Detail Page I d f I Florida Department of Business & Professional Regulation Page t d 1 va2ole Building Codes and Standards laull Product Approval Application Detail Pt.p21W.rM Cab Enft or 120 Item BffisPeardlaa 20 mm vMsk%% Hissisaina Sim E■DgKA.IMM Vandabd ev Youdesd auk FBSs6ssoraved Aap6a.l AMR Revision 2017 WTak Imustree, six. David Wad NOD. Evaluation Service, LLC ICC Eveluellon Ssrvlos, IOMOM17 10119=7 102=17 Approval Catel Structural Components (314) 851-7480 U.C. SabCa away Trues Petsa dwad®m8.eom (20b) 500-O 0 Canplianse Method: Evaluation Repo timm a Product Evaluation Entity. - Qt1YM Anneal ppproy.elglu.e Approved forIts! based leads BKa Prod JYedN.NunesrerNoesProduct DNGdDUM In.HVKZ outsideYeti Reatment PJ3.mser I MISSHS 18 as. wwtiigh gwr.0 true oogaector Pkb 01/012D23 Yes Yes WA WA Florida Department of Business & Professional Regulation Poe f a i Building Codes and Standards 1941018 Product Approval Application Datall ina4lWJra .Code, call or ggk 20 DOWPowim ggg Iltm Venal &bmhWm corded1 rAlLkeemse VJtlotldkL Vandal BSA PaCAeemrd A■all AMMM RVAl 2017 Ml Industries, ha David Wed li Evaluation Sandi LLC [CC Evaluation servos, tonal 101192017 INYJ2017 Approved cNega le Structural Components (314) 86/-7480 I.I.C. arbcaamill Tres PW W dwartam9.crnr (205) a9o4m Compl eves Method Evaluation Report from a Produd Evaluation Erltly 8 Agnt9Yedi Um Approval for BERM Dnkn ffi P alga In&B98 outside a MMHS 20 ga. high strength trove cennelor phis 01AI2023 Yes Yes WA WA smmh Orleans, Pi1ee27M Min VKGbn MandMWmc Reviaton 2017 Wayarhealeer Detail Structural Compensate anbCMegolrt Enpineared LwM7er Comghnes Ma I h Evalueuod Rpmtran a Product Evaluation Err* Hwa6274ea Produat ant 4 TJ Ron Seam Florida Department of Business & Professional Regulation Bullo6ng Codes and Standards Product Approval Application Detail Pse1d1 115fila18 EaDMts[ 21k 21h , E■ImcALsn YaiMWIEa Ya.MMl Submitted FOCA119tmMl Approvd at" Rob eastern, ICC Evaluation Service, LLC James A. ROMm , P.E. D622201T 08202017 0710312017 Approved (263)924.8478 (809)836-1344 RobaRBaldrd values e amer.t Approved for lac AppmodforUm lMod 229m produrat central Expiration Dab by PNM Outal HVHZ ! PJ■n■ Structural Composite Lumber or Oriented Strand 03/3112019 No Yee WA WA board Rbn Bond Florida Department of Business & Professional Regulation Page I are Building Codes and Standards 3281201e Product Approval Application Detail Neill I Code III li�i��Iilsl EntNv or pas Date Date Pending g�$ 77V322 Vrslo Manufacturer Conrad Shall & Morriss Valltlated By aiV Itlffied Submitted FSC Approval Approved 3<M� Revision 2017 Gulf Coast Supply & Manufacturing, I.I.C. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12(12/2017 Approved Category: Roofing (352)498.0778 PE-75519 1334) 3OD-1 800 Subcategory: Metal Roofing InfoQgulfooaelsuppli Compliance Method:. Evaluation Rail from a Florida Registered Architect or a Licensed Fiords Professional Engineer FtElxfd.a3 Prodrds _ - •>_ „-. _ Quality Assrean s, Approved for Use Approved for Use Il Desim Sao# Rotluot Nodal. Number sir Name Product Descrlptlon Contrail ExdratlW Date lg.t lZ, Outside HVHZ Resistant Pressure 1 0.032&quoL aluminum 5V Comp Mn 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A NIA/ war 15132&quol; Plywood -108.5PSF 2 0.032&qud; Aluminum Gulf Lok Mn 0.032&qud; Alumnum Gulf Lok 16&qud; Wide 04/122024 No Yes N/A +N/AV Roof Panel over 15/32&qud; Plywood -11&0PSF 3 1&quot; 24ga. Gulf Snap 1&qud; Gull 24 Ga. 17&qud; wide Roof Panel 04N22D24 Yes Yes NIA +NIAP-131.01PS war 15/J2&qud; Plywood 4 %qud; 24ge. Versal-oc 1&quot; VerseLac 24ge 16.5&qud; Wide Roof Panel 04/12=24 Yes Yes N/A +NIA/ war 1U332&q4d; Plywood -138.5PSF 5 18qud; Versal.oc .032&prd; Aluminum i&qud; VerseLoc min .032&quol; Aluminum over 04/122324 Yes Yes NIA +N/Al 15/32&qud; Plywood -101.OPSF 6 1.5&qud; 24ga. Gulf Snap I.5&qud; Gust Snap 24ga. 16&qud; Wide Rod 04/122024 Yes Yes N/A -NIA/ Panel over 15/32&qud; Plywood -116.OPSF 7 1.5&qud; 249e. Ver.Loo 1S&qud; VersaLac rem 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.SPSF 8 2&quot; 24ga. MegaL= Mn 24 Ga. 2&qud; Meg.Lac 18&qud; wide Roof 04/122024 No Yes NIA +N/A/ Panel war 15/328'qud; ywoodPl -108.5PSF 9 24 Ga. Gun Lok Mn 24 Ga. Gulf Lok 16&qud; Wide over 15/32&qud; 04/122024 No Yes NIA +N/AA96.71PSF Plywood 10 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seem 16&qud; Wide Roof Panel 04/122024 No Yes NIA +N/A1-93:51PSF over fx4 Wood Purlins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock, 04N22024 No Yes NI +N/A/ 18&qud; Woe Rod Panel over 15/32&qud; Plywood -108.5PSF 12 26 Ga, 5V Crimp Mn 26 Ga. 5V Comp Rod Panel over 15/32&qud; 04/12J2024 Yes Yes N/A +N/AV Plywood -15111 13 26 Ga. 5V Comp Mn 26 Ga. 5V Crimp over 15A2&quot Plywood 04/122024 No Yes NIA +NfAJ-131.PSF 14 26 Ga. 5V Comp Mn 26 Ga. 5V Comp Roof Panel wet 10 Wood 04/122024 No Yes N/A +NIA/ Pudins over 15/32&quot; Plywood -15&5PSF 15 26 Ga, Gulf Lk Mn 26 Ga. Gum Lok 16&qud; Wide Roof P% sl over 04/122024 Yes Yes NIA +NIA/ 15/32&qud; Plywood A61.01PSF 16 26 Ga. Gulf Lok Mn 26 Ga. Guff Lok 16&qud; Wide Roof Panel over 04/12/2024 No Yes NIA +N/AA63.51PSF 15/32&qud; Plywood 17 26 Ga. GuifPSR Mn 26 Ga. Gulf PBR Roof Panel wet 15/32&qud; 04/122024 No Yes NIA +NIAI Plywood -154.7PSF gm EOtlgLa go 20 IMIs.Emang go mm versions man Validated c Y julli mad FMAoomlal Astral atataa Revisor 2017 Mfrok Industries, line. David Wed ICC eioiaion SWAM, LLC ICC Evaluation Garvin, loHa2017 10M92o17 10222017 Approved Cahgo : shwmd components (314) 861-7480 LLC. subCategay: Tam PM a dwart@mll.aom (205) 5991-M CompLWa slashed: Evaluators Report from a Product Evaluation Emey p1.iN Wale Pmtlurb ssuaged for thas Desion alga Product Modal. Number Noma PEE lLWMCA4!!■0■ ApB In HWZ for Use OLMNWHMFt !Wears 2 all 16 loge. truss apnmepror Peat 0110V2023 Yes Yes WA WA Pilea274a gm Muls ymbn M.Wk.W■c Revision 2017 Weyerhaeuser Category: Structural Compares SubC.I"M; Engineered Lumber Compiance Model Evaluation Report from a Product Evaluation Eray RAUV418 Produr3 & a PmdudMmbLNumbww Nems 1 Mkmbm LvL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Dds 292 lob POWIM Dee Paps 1 of I 116 1p Rob Beiwin ICC Evaluation Servos, LLC James A. Rotlmsm, PE 062=17 ga2p2D17 071=17 Approved (263) 92441476 (fil 8394344 Robed.BaMhvhgweyema euesccom 0OWWAn� Approved for Use Amongedixtbe HEM Deshin latFaB Ouhloe Nyllz i Pry Laminaed Veneer Lumber 03131/2019 No Yes WA WA Florida Department of Business & Professional Regulation Peps I off Building Codes and Standards 11=18 Product Approval Application Detail Dial lyg ft iMaba>va s vellodmay Y Erdw 20 flame AW AN" Revell 2017 Weymaauser Rob Baldwin ICC EvakmWn Serval LLC James A. Reseal P.E. 06222017 06 211=7 07/032017 Approved Cater. structural Components (253)924-6475 OMMIS44 - aubCanpory: Engineered Lumber RobaLBalatrOn"Whe ComoWnts Mail Evaluation Repo tfrom a eveeaocm Product Evaluation En9y ELMI82749 product Angel for UN A.aild for Use haul$ Desm Product Model. Number or Name Product Description In Ill oumft PM� 6 Wsyedesuser Rim Bosh Oriented Strand Boon Rum Board 03131rill No Yes WA WA aurn6S�da Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards 321I2018 Product Approval Application Detail Quality Assurance Aomoveol l" Use Approved for Use Imoan Damon a- # Pipd4d Modd. Number or Name Product Desorption Contract Exultation Date In HVHZ Outside HVHZ Resistant Pressers 18 26 Ge. GuIFPBR Min 26 Ga. GuIfPBR Roof Panel war 10 Wood 04/122024 Yes Yes N/A +N/A/ Purins war 15132&quote Plywood -151.7PSF 19 26 Ga. Gull Min 26 Ga. Gu1fPBR war 15/32&qud; Plywood 041122024 Yes Yes N/A +N/A/. -154.7PSF 20 26 Ga. Gull Mn 26 Ga. GuIfPSR over 1x4 Wood Pudins war 04/122024 No Yes NIA +N/Al 15112&qud; Plywood -151.7PSF 21 26 Ga, Gull Mn 26 Ga. GUIfRIb over fx4 Wood Pudins war 04/122024 No Yes N/A +N/A/ 15/32&qud; Plywood -164.2PSF 22 26 Ga. Gull Mn 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ 159.2PSF 23 26 Ga. GuII Min 26 Ga. Gull over 15/32&qud; Plywood 04/122024 Yes Yes N/A + N/Al 24 Gull 26 Ga. Gull Mi 26 Ga. Gull over ix4 Woad Pullover 04/12/2024 Yes Yes NIA i159.2PSF N/A/ 15/32&qud; Plywood -164.2PSF 25 29 Ga. Gull Min 29 Ga. GugRlb over fx4 Wood Pudins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood .123.5PSF 26 29 Ga. Gull Min 29 Ga. GugRlb over 15/32&qud; Plywood 04/122024 No Yes N/A -NIA/ -146.OPSF 27 29 Ga. Gut621b Mn 29 Ga. GUBRIb war 1x4 Wood Pudins over 041122024 No Yes NIA +N/A/ 7/16&quot; O.S.B. -101.01PSF 28 29 Ga. GulfRlb Min 29 Ga. GulfRib over 7/16&qud; O.S.B. 04/122024 No Yes N/A -NIA/ -116.OPSF Si aroh Crttma Code Version: 2017 PL #: 11651 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compllance Method: ALL Quality Assurance Entity Conrad Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Data Fran: ALL Date To: ALL Florida Department of Business & Professional Regulation Building Cow and Standards Product Approval Application Detall paps I of 1 I 1M/20t8 D3t>i fdo mm vemim iunub hm Corded ` v ed.aa� Y ai lea >eCeawa■ belt agammd E Agunaoral aWaM Revel 2017 nW Building Components Group Inc. Stuart Lewis ICC Evaluation Service, LLC Wham M. 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David Wed ICC EvNUNkn Sstvol LLC ICC Evaluation 8ervica, 101191 17 10n9=17 10222gi7 Approved category: Structural cmnpona ds (314) 851-7480 I.I.C. eubCabgory: Trues Peke dwanandLoom (206) 59s-9800 CMOWwa Mmct Evaluation Report from a FIl21W4M Product Evaluation Entity Protlaeb lull AsslVMd Apeoroyedar use Approved for Use il■agt DeMm ProdatMarlN.Numbal Product Desolation Contrast Expansion Dab In}tYllZ Outside.ti,101i pnmm 3 MT18H6 18 ga. high strength truss eonnedotplms 011012023 Yes Yes WA NM Smooth Giants Florida Department of Buaereas & Professional Regulation Paps I of i Building Codes and Standards Is2o18 Product Approval Application Detall FLNOW4rs 926 nnw 20 219 DMDeyndi■ Bela mm vmbn ii■d&ctu 92do E■InsuLB Lima Vdkb dBy Ydk d M&Tftd FBCA■■MI Allossmf awn Review 2017 Weyerhaeuser Rob Bddeln ICC Evaluation Savke, LLC James A Rotlmau, P.E. 0822/2017 08202017 07A=17 Approved catsgpry: Structural Components (253) 92443476 (806) 839.1344 Subcategory: Engineered Lumber RobeRBakhWneval le CoapOsn Method: Evaluation Report from a euaeccam Piaes274t$ proarada Radial Evaluation Entity seas BsdnelMmsLNumberaName A use AgproMf rtM In RVM lnww Dealers ! Pnmm 2 P&MUMFBI Parallel Shand Lumber o3B12019 Noyes MA NIA seal Canada Florida Department of Business & Professional Regulation pap I of 1 Building Cow and Standards vatae Product Approval Application Doren _ FLnae-a1a ama Y16aon iMmmmamr conba YealddBa YeaIMYI submHw FBCAoorsnl Approval AMDM novel 2017 CAST-CRETE USA, Inc Craig partial huLMH3ada BCCO-CER ManmH3*da BCCO-VAL 111142017 lo/tal 1t212017 Approved coastal shchad ownperuels (813) 621.4641 (78M 315.2590 StWoW ry: Products hboduced ae a Result of npambnc@laat nete.com New Tedcolpy Compliance Natick CeffmUon Mad or Lhtlng Ra19411t0 Produeb ft2 In Out" kr i anbm fYu9lsa 1 High Strength Conoet Lets 4, 6, S. and 12Inch wide Ilan D9/11rdme Yes Yes WA WA search Cdlk ,tea N Cn -a-+ =3 L N Q 0 O CU 0 0 O = C 0 _Ell- 0 0 LL O CU / E N 0 CU 0// ^ vl a< Q z z LU J Cin ICU 0 CU U (D O W fir/ ) ryCIO O L CIO cL U O Lam V °- v/ V IW cW C yZ z Q SHEET NO. 3 A 1.3 P'' 14LIP