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Home My WebLink About6373 Ten AcreJ `z c J o- 14 N a- v 0 0 Q 0 0 30 b v s d- V v 0 C 0 I v Cr, 0 Q� 0 Q V V v a E v 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 Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF orA.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 BLK. 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 SO. 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 Gig. 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) GOFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or K/Wall 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 Laun. 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 ML or M.L. Microlam LINO 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 MIN 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 or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior 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 WA. Wedge Anchor EQ Equal PH Phone WC or WIC 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 Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. 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 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES WN:1M1MW1M1-"M101 KM:1MFM--1M1 i 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEETNo. a CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & L 2.2 EXTERIOR ELEVATIONS - REAR & RICM 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS--- S3 DETAILS S4 — DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 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 SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL ----- ---- -- ---- ---------------- SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL 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. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. C2 d L `_zsro'x -' I CA L • N _. hl .0 ,y C ca ✓ Cy ccs ai C2 7 (Y GP � ;RJ tN CL G � G L 0 N cat FES "1 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. VJ W v E� Q U O N o N C ao N r M NM d• LL Q raLLLL u w 0 a a 4 Z —2 _ m o O �(pN� 0 W o W W LL tccNZ d J Z N O U U coW ❑0 (D M M N z c' o z � o ti r, N z Q) o t� W W U � O N �y N �V) W J E 8 i. o 0 �A � e o W Mti as ¢ o Z a J ca E a O U i oo F H z g <o ZB O a CU r- 20o o ZN E oaF ¢o O� Z wZ d i Q p W g no z U mm '0 Z Z Q) CJ? � J m M ¢w gw 2F N *z O �� Z Z g 0 a �W W <o �G a Zza 03 'M O ai rn c� O L- 00 CO T O U T 0- U) CV m +-' Ln O O O N LO CN Q T ai CCV 00 ~ o Z z E Q m E '> c a U � ¢ p JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. C S . .. � ,... ❑r Ila! I. r. rl r.. r_. L. a I aa� lmaA1N re a _ ca a?r n aa�raan�nmr>wr,�uParn- I. ra. !I 1 laf'fnlf. Earl rl O of IWr�41a'Aflg. RRllwl AIIHR III 91L111 ::.�.II.I !17. �..jP !. �:f;�: ... I I PR.Fa-.-%.SIR r I I I - I 19 L-11 I. I ILIA -tl 19� I KITCHEN MIRROR 0 0 60 0 0 co LLL--l--LU00 0 O. BATH 1 a I� ICINJ ro KITCHEN 0 0 Cl) INTERIOR DETAILS SCALE: 1/4" = 1'-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS CABINETS BELOW _- MIRROR VARIES w / MEDICINE CABINET oZ 02 ILL LL O > cV > MC SHWR. SHWR. CURTAIN HEAD ROD z 24" TOWEL BAR TOWEL BAR IN a ON WALL ABOVE TUB OR SHWR. tr TOILET TOWEL BAR - a ON BATHROOM WALL 4 SHWR. o 00 VALVES _ TOILET SOAP 00 PAPER ° DISH U I HOLDER b r" 9 N To DOUBLE RODS In SINGLE ROD f'_°7 BATHROOM 2 42" H UPPER CABINETS- 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER CABINETS - 2" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o 0 BRACKET 36" H BASE FINISHED CABINETS- COUNTERTOP 30" H BASE 4 60 CABINETS - LL SIN a 1 ,_2„ 2x n (O 00 <D FRAMINGN o ' ? 1/2" GYP04 BOARD 0 N BATHROOMS, SHOWERS AND TUBS CLOSETS /LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = T-0" 0 WIRE SHELF @ --� +54" A.F.F. PLUMBING LINE TO SECOND FLOOR HANSON BOX @�"� 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL z w PAD OUT 0 z U -I Q O� �U U T UU WJ 00 > W fl r 0 ih B 7Ri'_n" 12'-0" 13'-0" 8'-3" 3'-9" 1 V-8" 1'-4" AC PAD OHB 35-SH -- -N00IK LANAI _ -8'-8'` FLAT CLG. --I-- -- -_ 8'-0" FLAT CLG. I AFF I - TILE - I - 1 -�-- -- 12'-4" I - O6068 SOD _ I _ I � I I � Lu- (�D0 0 z z El �'F- bN FAMILY - = _- I--- F 1 8 8 FLAT CLG. E I Ip I CARPET 4" I - - - __ 2468 8'-8" FLAT CLG. `"' 1'-0" TI LE - rn I N - FLOOR G.T.JL _L _ REF. - --- 6 --------------- -- ---- N 5 I 5'-74' 3 (3) 2x4 #2 SPF 2 DINING STUDS w/ (3) 16d GG - 1 NAILS @ BASE 8'-8" FLAT CLG. S3 80 0 co CARPET 4'-2a' 3' 3" 42" H 1/2 WALL OR RAILING PER -- SPECS FLOOR G.T. -- 0 U (3) 2x4 #2 SPF it IO N STUDS w/ (3) 16d OJ M NAILS @ BASE 4068 ARCH PW D R GG _ - + D. S3 �`b I �'�6c9 8'-8" FLAT CLG. I (3) 2x4 #2 SPF - STUDS w/ HTT16 _ 00 j I o 1 AT BASE LALIN T PE��NK FOYER W. 8'-8" FLAT CLG. - Q ( ° ) 8,4' FLAT CLG. j - I TILE S4 TILE H1 SW - -- 7.24" 4 0 6'-7 I 1 6'-4' -.. - -- 1T-10" 10 r BUILDER TO 35 EDGE OF SLAB 2" N PROVIDE APPLIANCE D1 BEYOND WALL PROTECTION WHEN REQUIRED PER FBC NOTE: FINISHED WALLS oo _ TO BE FLUSH. FIELD -_ o I 8'-8"CLG. A.F.F. G.T. VERIFY_---, -- I --^--_ -- I O I I ------ - --- 8-0' CLG. A.F.F. - - - - - - - - - - - - - WW JENTRY LU z o f - _ _ _ --c2 1 ' '-0" FLAT CLG. AFF � � m� ATTIC I U 'LESS GARAGE ------ 14 I=-L, �_____ J LuO 8'-0" CLG. A.F.F. � 00 TYP. @ SINGLE o STORY A (SEE AA/S3 FOR S3 STEM OPT.) 4' 4" 1'-4" r- - - - - - - - - - - - - - - - - - I i 1 ---------------- I I I I I I I I K I I I I S4 TYP. @ I I GARAGE I I � I -------------------------------- - - 16070 OVERHEAD DOOR 16-0" V-8" 5'-8" 19'-4" 25'-0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN 0 TYP. @ 2 STORY. SEE JJIS6 @ STEMWALL 1'-4"X1'-4" "L" SHAPE CMU COLUMN I HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG 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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 CE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SIN SHEET O SEE SIN SHEET 'I40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X252 S.H. 13 20 X 38 3 18 1 X 37' S.H. 14 20 X 50 8 181 X 50 S.H. 15 20X63 18�X622 S.N. 16 20X72 182'X711 S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1H3 271/4X388 26x37 S.H. 1 H4 27 4 X 50 g 26 x 50 S.H. 1 N5 27 4 X 63 26 X 62 1/2 S.H. 1 H6 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J4 X 38 a 36 � X 37 3/4 S.H. 24 374X508 362X50 S.H. 25 37 J X 63 36 2 X 621 /2 S.H. 26 37 a X 72 36 ' X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 X 251 S.H. 33 54 X 38 $ 52 X 37 a S.H. 34 54 X 50 s 52 1 X 50 S.H. 35 54 X 63 52 2' X 62 z S.H. 36 54 X 72 52 2' X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-318" 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 not have 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 as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • 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 Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1,14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated 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. WALL LEGEND MASONRY HGT. @ 8'4" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. 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 FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S. F. TOTAL SQ. FT. 2605 S.F. 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 EAVE) GARAGE SEPARATION (GARAGE / LIVING) j R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - A SCALE: Y4"=V-0" tV CV 0 Cer d� C...i O O-g C= s= m c� cti I N � W CIA In I= 16 ai = d c nC 3 cc eo d ar si CL r= 0 0 [.i rq r C U' b .� a'"trII s1"�.ab°� Orel r0 s To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0, W E 0 a o � N o 0 16 00 N N Lo N O C R n ik J' Lmd! JC Lu CU LL a d13zM C Eg Yrz :0. N0 Wo°O Z rN Mz LL �rz <�o Z O U W ❑ ❑ U � r z N ch o g z z o � Q J d u1 h M N z a � o 4--J cry LL (� w � m U g O- W o0 U W J t tE zr- U o ° U) e r~ Milo Q N li o C J w co z o z z < Q E zo �0 } y <N o m u - � 0e �g U F �o p O o ro tCV Q � boo w= ro < 0 C/) OY �� N m ° aw z z z Ron a U ao o � a 0 c � >M J rn Ca E2 c� L 00 Co r C:) Cr 3'. r m N L r O O r Q N 00N n o z z z ECU c c a E . U Q 0 JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. 1.1 .• e, �.,," ,. : 42" KNEE WALL WITH - �CAP &CASING OR 36" 36" RAILING EE J -4 CONT. HANDRAIL 36" H. CONE. RETURN TO 3/4" PLYWOOD GRASPABLE DECKING RAILING -' - - - - - - -� WALL DETAIL _ - - - -- SCALE: NTS PRE-ENG FLOOR TRUSS 101 B 1x TREAD (TYP.) 25 -0" 3/4" PLYWOOD - -- �` DECKING 8 _ 6-7" 16 2x6 LANDING---,,,\1� ix RISERS (TYP.) - 2x4 THRUST BLOCK 2x4 FRAMING 00 1 (3) 2x12 5 J 42" KNEE WALL WITH F STRINGERS 1 1x8 CAP & CASING OR 3 36" RAILING 3/4" PLYWOOD D2 2 DECKING _ H1 O 2x4 THRUST TYP. @ 6 t0 BLOCK 2x6 LANDING CORNERS (2) 25-SH D2 1 EGRESS 2x4 FRAMING in 4-SH " 1668 TYP. STAIR SECTION 2"_4" q 2 -4 STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. T SEE PLAN FOR LANDING DEPTH L MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR, BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS � CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH F- N rnlT 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE ,. 1). All 2x4 #2 SPF STUDS @ 16" 0(:E) O.C. TYP. @ 2nd FLOOR 1/2 33 SH D2 EXTERIOR WALLS TEMP cc, _ I UB P - SPECS. I � 4r4„ I i I 0 BATH 1 1 o TEMP. GL. 8'-0'FLAT C G i ENCL. ON 42" G.T.. o R/SH _ IILE HIGH KNWL. 48x42 -{ - -- RECESS 12'-10" T-2" -0" TB T-0" H WE 3 D2 F ��'� i-� Ta ESIM.w/(1) A.F.F.\ MSTAM36 OWNER'S _ _ 36"x22" _--�-� ATTIC I C ,_ IQ ,- @ BASE SUITE ;n ACCESS 8,_0" F T CLG I� I N M N CAR T 8'-0" FLAT CLG 2468 I rp CARPET L - !-- --- 4068 =J B.F. ,ten W 00 CD - - - - - -- - - BEDROOM 2 RlSH - - 8'-0" FLAT CLG CARPET T-6" 4" 4'-8" 4" 12'-2" 'n s - M 60 D2 cq ( M N W A H1 16 1 42" H 1/2 WALL 2668 5068 OR RAILING PER B.F. 15 I SPECS 1411 J 13 I N --------------- S6 A R/SH TYP. @ 2 12 I 0n STORY. SEE 11 I TECH 50 0 _ JJ/S6 FOR I CENTER ° i STEMWALL 10 JA I i inT-31- OPT. T-11" 9 l T-Y 5'-8" 3' 4" 5'-7" 8 L M �6�� ( -- -- 0" FLAT T L LLT 7 - - - - 2868 Tl1B 6 _ _ _ II ! Cl) (V flco \ - N N N 4-SH BEDROOM 3 D2 8'-0" FLAT CLG SIM. w/ (1) G.T. , - - - - - CARPET MSTAM36 - r @ BASE 11'-2" 2'-4" I 11'-6" -------- G.T. -----) 00 00 u I = ' SIM. w/ (1) m l a I MSTAM36 BEDROOM 4 @BASE 8'-0" FLAT CLG T!L'-C1 � 3 CARPET D2 �1/2 33 SH H1 �B I - 6D2 25-SH 25-SH 2EGRESS9D2�GRESS (D D1 H1 O I I I - - - - - - - - - - - Z-11" 13'-6" 2'-11" 2'-10" 2' 19'-4" 5'-8" 25'-0" I I I I 1 I I I I I I I I I I I I I I I I L-------------------------------------J O in REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W! 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 112" Follow Q/S4. See Plan for RAG 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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" A) +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET H SEE SN SHEET j 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20 X 38 '8 18 2 X 37 0q S.H. 14 20 X 50' 18 2 X 50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1H3 271/4X383 26x373 S.H. 1 H4 27 4 X 50 s 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S. H. 1H6 274X72 26X711/2 S.H. 22 37 J4 X 26 36 2 X 25 1/2 S.H. 23 37 J X 38 e 36 2 X 37 3/4 S.H. 24 37JX505, 362X50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H. 26 37 d X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 5212 X 25 2 S.H. 33 54 X 38 s 52 2 X 37 a S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. UCf ICf dl IVUICJ 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. Other openings between the garage and residence shall be equipped with solid wood 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 not have 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 as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • 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 Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated 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. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL 1117111 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S. F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. 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 EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - A N CV Q N ` 04 ® : O W cower, m ac Ca - Cc Boa s s . y, H c. ca � E � o � U 0 eo /V r � , Q _ O•� if 0' O P E S 510'4 f"111l11Ililt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E Q 8 O o N N ti p y co19 M cqr- Lo Q cm:J Lt Lll I -J d a tII C o _ 0 rm co Y W co 0 m w z LL0 m Z ILW " o<° Z W El ❑ M m Z N cn 0 0 z co N z o � J r U)V) z 0 o a-1 Lu O w o ZZ).R .3 U C W 8 U o N c u) Q �m o W � o Z Q u �a >" ¢S E o oo Z® H 6a O°x xU 00 Zo E No o ¢o z s~ ca N y U m� o Oz z Z to J N a o< Z z Soo W Q U W LL a �W �& m" �- =3 o wF �o coco v a= 0 O T i Cn J m m c� 00 CO r O T- T- }� V Y T- U) N m +.a Ln h O Lf) � r E ca w N E 00 o Z Z E Q aNi `m d U � Q p JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. 1.2 r l00 rinrn/'+1 Ann% G+LIIAIlV r IAff%TA] r rn nc+ nrn EXTERIOF PLASTER FRAME TEXTUREC CEMENTITI FINISH ON FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5� T.O.P. _ HDR. HGT_ 12 �5 (2) 25 SH EXTERIOR PLASTER ON FRAME 2NDFIN. FLR_---1------------------------1------------------------1------- aT ---- 1-- CJ / WEEP 35 SH REAR ELEVATION - A SCALE: 1/4" = V-0" TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION - A SCALE: 1/4" = 1'-0" TnM 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. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R7032 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier 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 R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish, Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV, 09.24.21 C%J rw Q M Z d � 4+ .CD //,,��t 1101f1 f 1 ltIV \\ �� ••' '•• .. •. N Q r U C�0 • Q P�� i F L. ° OrES510 P Nl/lttttitt+'1�t `\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W 0 d E a 80 (o V 'o W a N in�rZ�2 J a C J LL LL d M I n J Z FC0C �� o wI� 1: 0 CV tO v Wr°n�9jO' m W IL Z Co N z ¢ J ZN O U U W �© M � Z N � o g z o Q J n_ to Cnv).-R! M t� Q) s �6 W n U Ow o (/ ! Ly N U gi L.r J s r 8 U m �m o w Cl) M--1 w z0 ZZ Z rJL �. E E Q Z O ° w? Z <� Z® oa CU XO U WU O E N � a� o ao ¢ aZ �� L ro = _ C o Y U m o o Z F Z O Q W Z N ? 0� o� LLLL a wF W (j o dLL 1 L �X� J w a, � ', CD O ,-;a-Z< a �� >M 0 rn cc m 0 L 00 CO r O :3 r r U) m CV I� 04 0')N r Q ili M 2-1' 04 M n o z E Q a U � Q 0 - JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. 2.2 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. 150AI200A INDOOR PANEL CENTER #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 10 #6 to HVAC MAIN 0150-2/0 ' 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND SERVICE BY POWER CO. INTERSYSTEM4 V Bare Cu Ground BONDING4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of Lite box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and 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 Codes (NEC 2017), 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 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). 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 soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 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. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of 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 than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE © HI -HAT - TO BE SURFACE MOUNTED ON J-BOX NN 2 0 119 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1.5" VTR ,Ilt 3" VTR I� I I II, I I I I I I � I \ \ 3" VTR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLI MICROWAVE HOOD PER S SPEC 3 & 4 KITCHEN SCALE: 4'=1'-0" A/C PAD DISC. WP GFI Ak DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS O r FIM \4—DB & GFI TO 10<1 — — — — — — — ' BE ALIGNED VERTICALLY 1 COACH LIGHTS ACOACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / / PER SPECS 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. I I I I f I I 1 I I I I I I I I I � I I I I { I I I I I I i I I I I 1 I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -j I I I 1 l I I I I I I FIRST FLOOR ELECTRICAL PLAN —A SECOND FLOOR ELECTRICAL PLAN —A T W a>, r x L- to 87.. a N N 0 N ti CV r-- 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a 8 Si ® 0 14 N 6 N N r• atom In ,p� N M ,t Ll C LL V -J W CU E LL 1 Z J _� 0- r to �9 Q ��m w Z MLW to N Z Q J 0 a N O U U O Z W El� M � z N o g z N z a � n Cq N M z to Q X � o L W o � 0 W N c �V) _ CO f6CO U LLJ J _ E S Lc � zl1 U o °� Q �o AL r` m ffi Ch M w ¢ o Z I �o CL 0Lu U� Z oa ►ca 0° 0 C14 @ W t w o <om° w W <� ro Cif C o > U � ° Z Z'aW z cn o o� g° Q a NW <� a2 w� >° o V M a O°3 .N p J >M Cm 00 CO C) Q Cr �L r a. U m CN 004 � O O Q T ui cu 2 N r o Z E ( to a0 -j ¢ o —J JOB NO : 22-08307 SCALE : AS NOTED SHEET NO. 3 W IZ O V/ iii 4'-0" ROOF VENT 5:112 SLOPE 5:12 SLOPE h Z ZONE-2 0 uj ATTIC SPACE 9 0 0 1170 SQ. FT. 1AQ L11 0 LLI Q O U) y�A Lci LU CL a U) I N 5:12 L SLOP I 5:12 SLOPuj E, 1 d o W I '9 r 5:1� 2 SLOPE 5:12 SLOPE' ILU z 0 ZONE-1 W 0 ATTIC SPACE' o 316 SQ. FT. I ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 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 #ion ventilation vented be provided Ventilation Ventilation (See Elev) required needed r required red soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 —NOTE*" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - A SCALE: %4"=1'-O" I C ►0 c�c C= c•a N A. 'G . cc .°/ u W ' d V - L O w .��' ��eaa►�uitrri��s� T �0 r io • Vie To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE 0 Q0 co (� 6 c� to O = W In �t-'D CO N N o Q u_ LL J LL -v cl � W W W 0. o _ m °� Z c y"o W O � @ W CN°' cfl O �2°' z LL IL LO N Z M Q ZN OU W ❑ ❑ M � z N M V O C, z � � Q J N U) v I �O W O lL Cn a W U 1 0 w o t/1 N �ra r-- w C3 W J t U c U)00 v • ®® co m W M co o < (Q E o O � < N n O zo ca N � oQ =U o O E CV a� <z WO ¢ a ww KJ L rp CO C _C o pY y m 2 o O, Z J v C'1 < W � N <w oa zo 5Z L1 S ¢ a N W F O O a o zl¢ 3 V7 O >M rn 0 00 CO 0 �\ w m CV 4- LID h o C:) LO << ui m 1 N 00 vi a Z z E O c 0_ E U J Q = J JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. 4 e e e ery e• re r r re °s r ° e re rer . r re r c e er e e re; ° tiro ° n v ° e v ro v er ° �e re °rer • re re re v°:env vo env v°'e� v°:env v 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1 /3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 7 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN W J CONTROL JOINT DETAIL z Q Q z D O OO v/ Wpm J z D z U51 O 1 9,_n-, 1,v_n" 3'-5" 5'-2" 3'-5" 11'-8" 1'-4" 2'-6" x 2'-6" x AC PAD 1'-0" w/ (3) L TYP. G #5's E.W. S3 PORCH r INDICAT S FILLED CELL I W q 1 w/3000 FISI CONC. GROUT 12- 1 O C0 CD FTR. TO BEAM w/ (1) #5 _5 r I I I REBAR VERT. ABOVE SLAB. I ■ U1 i o TYPICAL @ ALL PLACES 1 4" 6-10" 5'-10" 00 00 1 SHOWN. HOOKED FTG 1 I DOWELS w/ 17" EMBEDMENT 1 w/ 25" EXT. ABOVE SLAB. I 9 1 J—GRADE I I 4o STEEL ( 1 1 I C.J. HVAC CHASE BASED ON 1,� — — — 3 -- — — — ------ 1 ■ 1 LOCATION M PROVIDE 1 1/2" RECESS FOR SGD ■ iI I 1 1 S3 REFER TO MASONSI F, SCOPE FOR WIDTH.1 I � � I I o 1 1 ■ ( I) 0 1 a OJ • I _ _�l C.J. If If S6 I TYP. @ f o0 TWO I STORY 4' 1" 1 T-8)/8" 3Y MIN. 3000psi CONC. SLAB FOR HERNANDO 1 U COUNTY ONLY. 3Y2" MIN. I 1 1 2500psi CONC. SLAB I X. ■ OVER 6 MIL VISQUEEN 1 II VAPOR BARRIER I 1 1 GG -yp U UI 1 S3 ■ I L — C.J. — — I1 I1 o 1 1 o �. i 1 I 1 CN 1 _ N III 1 1 I ■ III � 1 � � L_ j I ■ O ' I 7'-3" 1 CV 1 LO PLUMBING STACK 1 C_ I S3 o C.J. "' _ 13'-1 cfl 3i_p — 1 STUB UP TO 2ND FLOOR 1 1 I 2'-6" x 2'-6" x 1 1'-0" w/ (3) 1 FOR A/C —J— — — — — — — — #5's E.W. 1 I I I I I I I I I I I I I 1 1 I 1 1 W C -3 1 /2" K— S3 o SS S3 iv w W 1 1 17 9" 1 1 I 1 9., ■ ■ ■ ■ 0 WUJ _ O co z w 12 311, 3'-11 1 > J co1 0 Q PROVIDE 1/2" X 9 N I %■a Q a 1/2" RECESS FOR ■ 4' 1 `t o0 (� U Q FRONT DOOR �� i 10 LL U I W9 cq 1 TOP OF CONC./ r - w L 1 PAVER TO BE 4" > W ■ BELOW FIN. FLR. ■ I � I " z C:J. 0 4l-4 1'-4" 2'-6" x 2'-6" x 00 1 — — — — 1 V-0" w/ (3) TYP. @ cr L #5's E.W, o SINGLE 1 I I s3 STORY ■ I I ■ TYP. @ 1 1 ENTRY A 0 S3 m 1 I '- I(2) #5 VERTS w/in (2) #5 VERTS w/inFILLED ?S3 CELL FILLEDCELLo ---------------- 16-0" 19'-4" 5'-8" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 MONOLITHIC FOUNDATION -A SCALE: Y4"=1'-0" c� c� 04 CPo r�s.c,. r®i C l6 CZ' N to �� iC n ao N E r w a+ 5. _C2 fn .CD �OWN e°o •�••CV 1. J h -4r- < ) tg rb ' ,. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W vE g N 8, N o V w 00 C N r 0 7�03 M 04 V 5225 LJi Q i a 5 W J�L. LCl 0 _ w Z m q n y��o toN� O W C' Q1 m d LO cv zLL ILW Z N OU o W ❑❑ O O z z o Q J Cl-N N U 0 v0 4 jr- '�'C• U 0 w o V) � (a r— U LU r. N- J E f L � Z• U o N c rn u <i • «. N m ti C7 � J W C`M <'% n ¢ p SS ZZ Q ILL Q . 0 � 2 0 w > N Zs Z ® oa OU I— — I_ O X U aF 0 U QQ N p < Z w L 7, O Nm m ZLL z U) N QW 1Z o� QK Z g0 a W UA o� �G x CD aF e7 2¢ 03 O N �} V ui m m L 00 r O • oo r U V) 0 o � 0 04 Q r /� N w o z M z N E O cc a O U a CU o C c 3 JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. 5 0 (V 12'-0" 13-0" 2 D2 FT3G E 1 TYP. @ p2 CORNERS O 00 N O A @ 24" O.C. MIN. O J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 252 FT7G FT6 c Y N. 1 TP.. ' 0 r RG. WALL 1 Li a O O C7 rr coFT8G FT11 r— 0 FT13GE FT1 1 S6252 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 35 22 D1 FT9 (2) A (2) A 9 FG3 Di CJ3B 00 rn W 7 = 7 y✓3� D1 D1 CJ1B L L co W W W c A W 5'-0" TYP. U.N.O. v A T 53 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) b4Ut 5'-8" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C WIND PRESSURE AND SUCTIONN ( PSF ) EFFECTIVE HIP ROOF >20_TO 4� DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12;12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 49.57 ° GABLE 38.22 -38.22 -60.99 60.99 60.99 1 -78.58 —�— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I \� ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I�II ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD Eli I ROOF SHEATHING: I (D SHINGLE:'/s' EXP. 1 (24/6) or1%32' EXP. 1 6/16) I I TILE: %2" EXP. 1 (3y6) I NOTE: I _ 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS 03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 I, x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND $d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO—' b4Ut 5'-8" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C WIND PRESSURE AND SUCTIONN ( PSF ) EFFECTIVE HIP ROOF >20_TO 4� DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12;12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 49.57 ° GABLE 38.22 -38.22 -60.99 60.99 60.99 1 -78.58 —�— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I \� ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I�II ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD Eli I ROOF SHEATHING: I (D SHINGLE:'/s' EXP. 1 (24/6) or1%32' EXP. 1 6/16) I I TILE: %2" EXP. 1 (3y6) I NOTE: I _ 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS 03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 I, x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND $d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO—' '—ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES @ EACH END OF WALL 2x4 SPF STUDS — @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL a@ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2"' G H10A 1040 1015 18 - 1Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5l8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 518" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 '* 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S VGT - M 4940 3555 wl (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERSLUGT2 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME — "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)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 SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 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) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). 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 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FX CONT LEDGER cli CD UEL S2 _ wlwj U) LLJ C .F0 0 <IL un = 00 In :Z5 M CD .00 LO 2 SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN -A SCALE: )/4"=1'-0" ®Cf ci Qc�;o C fC C..1N - Z 05 x c m o, L- w- I �®,��p11i1�s!lldfOErt�� SE '• �' � �'�r•E�,S1FJ� ti°�~'� eta• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering porCn tions of the drawing pages bearing Engineer's signature and seal. N W vE Q g s a N C:) C, c0 � Q m , Co 0 N C� 25' -O'' 19'-lLII � 5�,8iI (2) TYP. GINEERED PER ASCE 7-16 OF GN ALLOWABLE RSH ENCLADDING WIND FPRESSURES ANDOSUUCTIONIS FOR MEAN ROOFOHEIGHE 5T5ft AND WIND SPEED (ULTIMATE) 140,0 MPH WIND SPEED (ALLOWABLE) 108A MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-} VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 1 -49.57 -49.57 10 GABLE -38.22 -38.22 1 -60.99 -60.99 -60.99 78., 8 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" Q.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 (24/6) or7V32' EXP. 1 (33/16) TILE: 7%2" EXP, 1 03/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2, WHERE THE SHEATHING THICKNESS IS GREATER THAN t52', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0 131") NAILS OR ASTM F1667 RSRS-04 (3" x 120"1 NAILS HIP ROOF >20 TO 45 DIG. [4:12]-[12:12] a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF 20 TO 45 DEG. @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9- 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 (20)1Old 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 SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER, REVISED 12-02-20 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 (A) OR 2 PLY 'ARRIER 1-8-8 CLEAR GAP BETWEEN (6) 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) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). 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 in STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS w0 (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CD x CON7 LEDGER C.Q��o Wi nz ro 4 LL U) * 4Ln - Mj CD 0 ULO ca ) ROOF FRAMING PLAN -A SCALE: Y4'=1'-0" SEE SHEET D1 FOR ROOF FRAMING DETAILS w C:), c cc c..) GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load . O Safe vertical load + Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81F44 1B/1T8F40 1B/1T 8RF400B/1T 817321B/1T urn FORM & GROUT SOLID ,. s• N W o � LU rU 5 BAR CONT. 8F12-1 B/1T O 'Y LINTEL DETAIL SCALE * N.T.S. Elmo" I "OEM-1 slim. TYPE DESIGNATION #5REBAR MIN.(1)REoo ATTOP ALTERNATE POWERS F=FILLED WITH GROUT/ U=UNFILLED = R RECESSED C LEAR STEEL LINTEL n QTY. OF #5 , O° REBAR @BOTTOM OF LINTEL CAVITY 2 e ° M.U. #5 REBAR AT TOP ° w ° ° ° MIN. (1) REQ'D 1.112" CLEAR 81-16- B/1T ¢ z' z GROUT D 1 r < t\ J M V QUANTITY OF tNOMINAI.#5 ° 5 REBAR AT `L' � = � 0 w ° C.M.U. - a REBAR AT WIDTH e BOTTOM OF a U) ? � TOP o LINTEL CAVITY W U O W � r NOMINAL -BOTTOM o T d 0 HEIGHT REINFORCING C ¢ (7 7-5/8"ACTUAL PROVIDED IN ZLL - O w ,n J 8" NOMINAL WIDTH LINTEL ¢ -' (� � N i U L', C' #5 REBAR AT BOTTC AS INDICATED (VARIES) � - E MATERIALS-16 GAUGE POWERS . c-preU sfTi"nteis = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7132 wire per ASTM A510, 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementiliuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 1Od NAILS & (8) Y4"xi a' TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN 'M T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" 00 (D 5'-10" LL MIN. E 17'-4" LL C 13'-0" LL LINTEL PLAN -A SCALE: Y4"=V-0" O 8'-0" LL O 4'-6" LL O 4'-6" LL MINB. 5-8" LL ce C= C� d -a > W QE or. cev.�:.. m .«r d wr Pet u �. N C E PO p L 0 1 �,xxoll31(111t �� °��jdryryi 0 rY , G >\rL N . • jZ Pj �� `y {j :�', U � e• sQ ' �4s `mot' ® 4Y" ., OFar 0 To the best of the Engineers knowledge, Info oration and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W d E If 0 co 8 C> N o 0�,°Ow aNl n N cn c � 4 N N M �v u Q C J LL M LL W a w a CIL Z @�� 02 � Co W o IL W cc T LO CO N OU Z W ❑❑ o g Z m QN o Q Q - N M Ln z U U o u- 4-1 cn (6 Ow c Nay N U c E ,- ir wag U o c U) m ®® < W M M z 2 o S Z Z Q c E �o oLL Q 0-CU Fz za ❑d F- f6 )o E D d` z Qo < a z o.�i L ¢ ❑ = m E o C = Y 0', Z0 J a s Q W Z Z rn oa 30 a% GL a (, CD20 J Z wa 0 ;o O zl< aF 0 3 N O JcYi d' 03 03 0 N L 00 r O � r r �^ Cr Y r 0 m CN h o d) N <C ai 4� N � u; r\ o Z W z E Och CoE a o U Q p c JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. 7 rn w I N N 0 tn- 0 .o 00 0 0 J 0 00 Q 0 o- N O+ -L N c. E W E 0 s 0 c J y ti O U 0 U i U v .o i U Z 0 i E 0 c 0 a� t� C) N 0 0 C) 0 r v 0 a m a� v cn STRUCTURAL NOTES 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 A REQUIRED TO BE F FIELD REIE TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE A- IL (CC C} WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308,3.1(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 ENCLOSINGTHESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE F EO 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 R308.4,2, ITEM 2-EXCEPTIONS, 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, 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 R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, 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 CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1. 4, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. 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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, 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/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2, 1 Y" y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4. 4, STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0,131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS, 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7 4.8 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 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 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barripr•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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.• TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 16x7 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 13/8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. s�o IC= cat+ l--- ID ID ~ -- *= C-).... -ca V > LLJ orco ci "^ c-s ca�.G h r,, • � u- cs. 3 M i L �.�'Q) 03 5L N c E � o a 0 g N�,11�4NlltttlO/t� ' 0 W R.yp chi •, Q ' 4(1 ,, •,•° 40�0r •..... 10�� J°4r„ O �IS 1�t��`�,�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. MM N 'I Q E (DM 0 0 ,{ N V c: 0 0 co J:3) '-0- N V 2 LL M M 4 S J @SZ LL uJ u a Lu Z @ 0- °' It "'� i go C:? 3z: 00 co N c°n�pjO' m Z N Z Q J ILW Z N o U V 0 W ©0 v 2 P N C7 O o Z m N z o� Q � -, - E3 N M U Cz (3) Q) C9 _o (13 w ij- 0 w g N c �V) wa w J E L Q CV r� o CIO w CC0 Cl)< n o Z a E Z O oo z } N aR E O w Z® oa t- ro -0.CD ¢ x W0 O 0 o¢ EaF CD z ru wg <o w�H n" U C - C z < r�0 m� o O0 }� � J o3 coy C- a w rj CDw,a aLL y Z �3 �o 0 10 CD V ~O K zQ 0 U� NO M J © 4) rn C� L 00 r O Cr U C0 {_ m CV LO 4-1 O L.C) (V Q N n ui -E MM N W 0 Z Z u! E Q E a U _j Q 0 JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. SN t r i THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING .. �. `1 .. . it , , L:.. .........I..... .... . 11 1 .. .......: -:0' .: A: .. 16GAxl-1\2 LONG3/4'-1" CROWN) ( C 0 ) STAPLES 6" O.C. VERT BETWEEN :.... MAX..:::::::'::: L:::::::::::::::: 16GAx1-1/2" LONG (3/4 -1 STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 6-011 STUB -OUT FORCD 1'-0" LO o 0 0 GAS METER 0 o � U 0 F CV o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-81, (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'41 (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 Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood anels or 2 x _ p 1-1/8" or two 1/2 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) k Filler blocking ° 1/8" gap ° r FILL CELL STD. 90' HOOK BOND BEAM CO w STD. 90° CONT. #5 BAR CONT, #5 I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJ► �I MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION'@ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max } gap 4 max. /71 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to IF 1 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. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB westiffener 2" min. 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 LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S, -------- -- -- - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building —T code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" 110d1 nails at 6" o.c. Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. iVV 1-IVLLJ MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges 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 ort7 Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate 0 BC15000s 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1I2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d —14" 2-8d _ 5_8d 16" 2-8d _ 6-8d BGI90s® 11-7/81, 3-16d 3-16d 14" 5-16d 5-16d 16'_ 6-16d 6-16d SIMPSC w/(22)' NAILS I 5/8" (1 THRU BOLT SIMPSC w/ (22) NAILS I 3 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 META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" A 1 z' ROUND HOLE MAY ' 6 7=ROUND DO NOT CUT HOLES BE CUT ANYWHERE INLARGER THAN 1/1/2"THE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" �, we ,.. ! ,yam s r F^ 3` �$ .e�";f..g FdP 1 -. � �fl -. � 't �' "3�"�'•- y '''' `•^ - f � f M tr �d i � Y .�' 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. N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL ■1 � Backer block (12" wide min.) Nail with 10-10d nails. =1 I i—I I 1TI=1 Install tight to top flange. SLEEVE THRU STEM ° a. °. .o SEE PLAN FOR °• ° . •*0,' FOUNDATION INFO a, d STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4" 2" gap i Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-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 7. 0.6 X Joist T�depth I -JOISTS BUCKETS N.T.S. GRADE r - REINF. SEE PLAN (2) #5 REBAR A/C CHASE C PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. s�® LOCATION OF SECOND H10A SIMPSON H10A ° ' (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION I 4 ° 12" BELOW GRADE PLUMBING LINE i— PVC OR SCH40 SLEEVE O d �—III—I ITI I ITI I I ° 'd • .. �I IITI''- SEE FND. PLN. SIZE & REINF, PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION ° PVC OR SCH40 SLEEVE PLUMBING LINE d •' a'd : d SEE FND. PLN. SIZE & REINF, PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN, SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE r� d G _ == ;coo tn' .. w o ao dCU cy G�.rt 3 w sa N == C E o C3 a I l .� �� •�C. y. o oF®tk °leemaIIIi4"00 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N w otE O co M a O o ci N N m :? CD r W_ 0 In s �� N 9) CO n r` J M ai co "T d C I � W V- p. a Y 0 0W (6 C rn s;ao z > N 1' O 5 o W co 1 m W J CL �. � NZ Qco Z N O U W ❑❑ z N O z � o Q a to z 0 o m +--, Cn (6 w 0 w C,cn -N w � m minF— J VI4 . L y.. V O N U) ° ®® r~ � w 12 o� Z E zo }� 7do Q U �� ® opa CU F— Xa 0CL U �¢ o C:)�o 6� z ao Xz r w w, .92 L r6 Cn - C: or U m O ou. ZF 7 z Z N w oM w0 ZZ go -w � O Jz Q Y v a0 © i t2 > co J Orn m m Q� L M� 0 ) CIDrOv r1"— w / m a..+ LO �i 4-1 O CN CD 0 O N LO CN Q � T i6 C\V 00 o Z ca 0 O t0 a o v m U Q ❑ aa)i JOB NO : 22-08307 SCALE : AS NOTED SHEET NO. SN 1 o, w 0 i J Q N C f� 9 00 O J 0 ll 0 v Q N i a E N E L v G J O 0 V 0 i i y I 0 v 0 d 0 b N N 0 m 0 7 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING 012'' O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) 5 „ „ .) (OR / GYP. TYPE X' @ EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10--0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1V-0" (R302.11) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN ALT: 1/2"x12" TITEN HD ( @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR " INSULATION PER CHART ON FLOOR PLAN @ 24O.C. ) TRUSS 24" O.C. U.N.O. �° „ 2x P.T. PLATE 1/4' DIA. X 31l4 TAPCONS @ 24' 0/C & .� SLAB & BLOCK EDGES AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR EACH @ @ 6" MAX FROM END OF 2 x PLATE E = IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `"' ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER y ` n A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x 211 INCLUDE THE WALL 6 x 6 W1.4 x D ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM ° �I 1-1 I I=L= m ' I I=1 J_I=1 1=11 ° ° a ° ° Z @ 24" O.C.) FOR FIBERMESH 31/2" MIN. ATTACHMENTS 21 WWF OR FIBERMESH 31/2" MIN. D7158-CLASS G or H, or ASTM D3161-CLASS F, IN p -1 I I_l l 11=1 I f I I I II —III— 11= i 1 - D • 1' I 11111—I I H I �I 11=11 I I ''-1 I1 1111 L ' _ = -_ I ° ° ° ° c ° 1 v ° 2x4 CONT. c ELEV.-0'-31/2" ° A.F.F. p U- ° D . ° -�'-- 12 ACCORDANCE TABLE _ '�I - III - I I_I I =� I I —I. I— I I—III—III=III—I I' ° ° , a ° o __ ° I 1 � 131/2' 4 r =1 I 31/2 " P.) w/ R905.2.6.1, FLORIDA BUILDING _- _ _ —I I -III L=111=I I � I I 1=III I I II . I' ° ° I I` ° c ° ` `� 111=11 (min.)- °°_ _ D ° •. - --I -T C31'(2"(rrl 9% — (min. - 4 O0 -T -" '—II —III_ r ) � VARIES ZT! CODE 7TH EDITION (2020) „ _I I � �-�TI"'ITi I II j 1 IT 11- 8 �� 4 GARAGE DEPTH VARIES _ 4 I I - I 11=I I- —i 11= I -III• —_ 31/2 (min.) - 4 -III IZ1 ' -� RESIDENTIAL f11=� I I—TI�_�I I �1=111 I' I -II '' TT=Tf 11Tf -' 11= Tff iTf—I 11 INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING �I I Imo► I I� II I� (2) #5 CONT. 4" 1 L 8" --I rl�� (2) #5 CONT. 4� rrr FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB**� TYPICAL BEARING WALL STEP MIN. NSHEARWALL(�'C� U.N.O. MIN. TYPICAL BEARING WALL @ STEPrCC ELEV, VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 " " „ _ „ SHEAR WALL SCALE: 3/4 -1 0 S3 „_ - „ SCALE: 3!4 -1 0 S3 - 5/8" OR 1/2" HIGH--------'- IGH ALUMINUM DRIP �\N0oce STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA caN GYP. TYPE "X" @ GARAGE os� W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F, STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C �Nco s CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY 10 �/ coy 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 11 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID WlGROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10--0" R302.11 SEE SECTION C/S3 FOR ( ) PLAN 1x2 P.T. HORIZONTAL �. #5 VERT. IN FILLED CELL SEE CC/S3 OR c.i INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0!C W! 2"°X 3/16"' METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR BOLT INFO. 5!8"x6" BOLTS BOLT (IF NO UP LIFT ON 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6)1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600# SPACE ANCHOR ) ARCHITECTURAL w/ (10)10d NAILS �, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED Q BAR o BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N END OF 2" x PLATE WWF OR FIBERMESH r, E 1x2 PT WD FURRING @ 24" O.C. FINISH TYp. ASSUMED FINISHED GRADE ��„ D . D PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR GRADE #3 & #4 LAP SPLICE 0 40 MIN. Fy= 40ksi =1 a D ° 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ? r ° co — — — D FINISH GRADE °O D [GRADE 25" MIN. LAP [30' MIN. LAP] 60 MIN. Fy= 60ksi] a . �I I I— I I —I m • '1I— U.N.O. , CELLS (SEE FOUNDATION PLAN FOOTING MONO SHOWN - FOR CLARITY D c �' _ _ _ __ O° 6 MIL VAPOR BARRIER i II I I o - ° _ I I Ia m °° T TI-1 I � II R 1 7/8 w T=-F=� 11-�I D • • 1 -1� I-T=1 1x4 P.T. BASE NAILER FOR LOCATIONS) I= =1 �1 1 -,1 ! i- _ i--I ' III 11=11=ITI- T Z #5 REINFORCING BAR #5 LAP SPLICE " „ 4 x4 INSPECTION 1 = 1 1 _- n -! :: �, _! I NOTE: J� D I I . ° I-1 T —I 1- (2) #5 CONT.- 1, 31/4 BASEBOARD PORT AT EACH FILLED CELL TYPICAL I--' --I -I 1 - _-,--_I -1 I -I.-- -=1 1= i� OK BEARING WALL 1— 1 i I —1 ! COMP. SOIL. (COMPACTED TO - D _ '1= _ _ _ I' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS „ (TYP.) g 1 g W/ UPLIFT ONLY _ I' 1 95% MODIFIED PROCTOR ASTM i= I 11 I I T�=r- 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR c� I i=' 1= III I=11 ! I -III (i _I -III '- D1557) - r r Ti I-T-r I 111- ' 4„ 1,�„ #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TOSLOPE _ _ L- - l -i i .� � I — I, I- I- l I _I I_ I1. ,1,I, I-1 __ #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND - FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT G FIBERMESH' DECO FINISH 4" to 6" BELOW GRADE „_ , SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 =- 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL _ ,_ SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. °00 D I 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 D 6 MIL VAPOR D I- � _ = z *1 3 1/2" WWF OR FIBERMESH 4" FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH -1I ' - min.) FOR TRUSS N a . BARRIER 4 III D © 11=1 `N ° a " GRADE ° AT 24" O.C. MAX. SEE PLAN FOR x % CONNECTION INFO COMP. SOIL. (COMPACTED TO 95% 1 =�_ _ - - - - • -III - -__ ° - - - -( I )1—T�—I i r—I I —I TOP OF BEAM & LAYOUT DESIGN ° d a a L L il I III—T[T-1 I III MODIFIED PROCTOR _= _ - 1 #5 REBAR w/OPT. _ — — I ENCLOSURE SEE ROOF PLAN FOR STRUCTURAL _- - - T^ ,_ - - a : a o� _ — _ ° 1 co �,-1 ASTM D1557 ,�;� ;11=1 I I- 11=SICREFNN -I I J I I I- I I=I I �- (2) HTS20 BEAM SIZE & r _� d r��l E = N ' 3 MIN. CLR. (2) #5 REBAR CONT. ' I 1 8"-� I I- 4' CONNECTION INFO a m = I , ' ° 1'-4" (1 STORY) ON 3" CHAIRS TYP. 4 1'-8" (2 STORY) STD. 90 HOOK (SEE MIN. $ i I — U.N.O. DETAIL) 2x4 P.T. PLATE I 2x4 #2 SYP P.T. FRAMING w/ t SEE A/S3/J/S6+- T ' - TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L 7/16" a °ss. Z MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING 4�t-Tr- g�� FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 �pEs " L ¢ SCHEDULE SEE TYP. WALLSECTIONFOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > > LU SEE PLAN FOR STRUCTURAL SLAB INFORMATION. 2„ HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1i2" FROM SLAB a CONNECTION INFO, SLAB STEP &RECESS S.G.D. - CONT. BEAD SEALANT -0 -' SCALE: 3/4 -1-0 "= " S3 OPT: DEPRESS SLAB 5 DEEP AND 6" BEYOND �0 ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND `...' ° . ' ',A ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT _ aP. -3 1/2" COLUMN TO PORCH SILL AT 8" O.C. TAPCONS AND CONCRETE SLAB 14" O.H.D. RECESS z 13" O.H.D. RECESS N °" r• GARAGE ATTACHMENTS & 18/D1 PAD�OOTINGLL PAVERS CONCRETE NAILS W 1 1/2' 1/2' GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS +� co C V y •� , ° ' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD - MAT REINFORCING. `�' ' r r ' ' O CONT. FOOTING STEEL r :- •a. ' ' � ; I F I .; .: ` :. ;. ' I —I I f- ' ' �'' Q. : ' I I �r :. `' ',: ' .:. III-1 I " PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT -- w � > SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M z GRADE11 -I - ° 4" .. ' .. - : • - uo TENSION 120# CONCRETE SLAB E Q > 0 =1 '= I. n °. . _Lf1 111 . ... I f` 60 " a. ► —III—I I - ...,:: I 1 ) _ 6x6W1.4xW1.4 �_ wREINFORCEMENT)w FILLED SOLID SEE PLAN FOR ( _ A -' d I II I- T '•°' •• I I=I T� '°' •• = I - = 00 iv WWF OR FIBERMESH �''� ' SIZE AND _ ° I II II w I II w H in- Uj - i_ I � ' I L--1 U "' ' _1 - ^ - `� - o �(_ ° BRICK PAVERS or SLAB PER o w cn o o = • • c• --- --- - z =-I' III •' . SEE A/S3 OR J/S6 _ 1 1T1 ITIT �- iI- SEE A/S3 OR J/S6 I li I 1= - 0 -0 FIN. FLR. COMMUNITY SPECS LL cOn -i 1 n 1 -I' 1 M I I=I �; III ' � 1 l i i= i I' i =1 I I- w FOOTING -' -III 1 III 11 == U M 6 MIL VAPOR - s= l- T - -I = _ --- - BARRIER ' FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE =1l =1111= I—I11-11� ' i_ III, -i I I' _ 1=1I BEYOND 1'4" (1 STOW') / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) II I I, , - I r •: '• ti _.�.: • • •„•..' • i—-1 - PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR) V-8" (2 ST RY) 4" 4" :. .•'4 •' ~ ~ % ' SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC.PN INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON—BRG.rK TAPERED COLUMN FRAMING(CD12 PATIO COLUMN FTG. DETAIL KN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" ��3� SCALE:3^"_''-°" SCALE: N.T.S. ��3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. c+,r > W M- 4 C-4 000, CC,c=-- •y CL.--.Je �d� c`'n Q o a Q j ,1�01 !V C ��• ••�" V a � ; '•tea ��6 � d U � V, z e IQ �'✓iaC0Fw5lOta \� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W -, E 0 a0 C1>S o W 0 °' N N 1713 Y C J J LL WILL LL a- Lu o low @�O' __ =�8 o � m (N 0 � 2 fn2~ W O7 m W IL 7. - N Z Q J Z N OU U W �EJ z N m 00 z N z o � � M N z Ch L t>3 w 0 w s N �V) �,_U) U r— J ai — L 8 = w N v o ¢ o • N M r_ O W M M z¢ o3 z z < �o o j >� a� n. E o wj z oa W0 CI CIL o E xo a` 0 �° N @ ¢ o ¢ z M Cj C y m 0 O OIY � J v m �� ) Z w. z N � Q � O� 0 z o �U a (j <o =� o << CID ;o a V zIa ° 3 y0 >M O 00 CO p T CL U) m N LO CN O 0')N `, LO Q � T T- E M CV 3 W N r- o Z Z E Q M U j ¢ p -j JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. S3 (MONO) W A 0 C) N 0 cn- 00 0 J a 00 0 Q v cnn 0 .o N N a E E O S J t� O U vo 15 v N .o i V ay. z N l i 01 J t- N ti a 0 N 0 Q m 0 (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 HEADER31� SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION S R 0 C P 3" DIA DOUBLE 2x TOP PLATE —� C EW FF A ( .) -_\ 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 518" 8" EVENLY TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" - L 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER 0 // PER PLAN VARIER 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (np) 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 I, 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = = _ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS VE x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT ::/MOISTURE UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL � �t- \ / TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ ❑ WALL CLEAN -OUT A WALL❑ ❑ SCALE: N.T.S. S4 ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. 34 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d a a d I 8 STD.90°HOOK 8" LINTEL BEAM W1(1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN, PLAN FOR LOCATION NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( 3� 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 71 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE III�� CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a as a a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR, GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. It` FT�� Fp °oGv �N 2x CRIPPLES @ — ' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --q 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 W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 �R SIMPSON HTT4 TYP. O° 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 SP4 SP2 2X STUDS @ 24" O.C. A I SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. 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 OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2x TOP PLATE r 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 STUD 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C.MAX. O.. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. rp MOISTURE BARRIER ROOF TRUSS SEE FOR STAGGERED FROM BOT. :��l UPLIFT CONNECTOR REINF. NFO. F. I 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. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL �V /8"x10" "J"BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 48„ SPLICE STAGGERED ATTACH ALL ` v EXTERIOR STUDS W/ 1A�16d TOENAILS TO TF 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. �+4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION J/SS N� ATE AND KISS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LINTELS , SP4 SP4 SIMPSON SIMPSON SP4 —t SP2 -I NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON RECESS S 4PSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �_OVERLAPPING 2X TOP PLATE -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) (5645# SPF) i (6970# SPF) G (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT OXIED A.T.R. I&NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE /_ 2X BLOCKING I i C 2X8 P.T. BOTTOM P ATE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C LIF SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. �►�i��iP►G�i�i�l�l�l 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED R STAGGE ED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD K�S4) L B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. `cam cw o c•l� o coo d ea ul a �. U ,o i � �R�ialdi6lEl �,,y��O WN P. SE ''•. N co s : iR` P' O F1 Q_CX E S S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. IN h o E p M U N p N a7 c N c p 00 a) 9 oLoQ ti CD � M Q C J LL W LL LLa J z v 0 w9 �� nrn m Z N Z ¢ J ELW ZN OU U ❑co z N o z � N z a ❑ Q c� U) N N z 0 � U O w o Ln Y we U � Lu F _ E pp L U V �... N z rL+ Q Y o C.0 w M z < U_ Q E o E o� o <� Z® (U UO F- C �< OQ o iz az �o wz W2 v� - _� .,o m0 01 —' aw 2z 2 o§ z go �O. �- § a mw w¢ >_ o M ct z ¢ a OJ 0 rn m CU c� 00 CO C) r 1 Cr T C�/, v J m CN a LO N O .Q N Lf) r ui m w N 00N o z z E E Il w U _j Q a JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL wl \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" Q.C. w/ (2)16d NAILS EA. END. MAX 9 SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL S 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)1Old TOE NAILS @ EA. END •� BLOCKING ' 7116" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OS OSB SHEATHING ATTACHED 0/C 10dX3" @ 3" CORD ATTACHED W/ (2) 16d TOENAILS" w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2x4LEDGER (MATCH BOTTOM CHORD " EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE OR HEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8 & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)1 Od EA. END (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF ' NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & • AND 12" O.C. FIELD 1 (2)16d NAILS BOTTOM ATTACHED \ W/ (2)16d TOENAILS x 2x4 "T" ON TOP OF PANEL BLOCKING2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING , NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4'" O/C SPACED WEEP SCREED - 1/2" x 8" "J" BOLT @ 48" 0 C THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2"' 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION rT� O.C. MAX) w/ MIN. 4" SECTION � 2 1Od NAILS & (4)1/4N21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR 2 SHEATHING DETAIL BACKNAIL w/ TRUSSES 1 1 CD - 1/ � ;0WOOD (2) 16d NAILS 2"x4".CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING 1 12" % RIDGE FASTENED AT AT 24" O.C. ON TOP OF zv EACH JOINT W/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/2-16d NAILS @ EA. END AT EA. TRUSS JOINT 2 2 x LAMINATIONS N / t R W 3 2 x 4 LAMINATIONS W/ 1 R W 4 0 S W 0 0 3 2 x 6 LAMINATIONS W/ 2 ROWS OF O O O O O O 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF ' 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" D►A. x 5112" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. (@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0° 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 91NIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL i (2)16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)1 Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP W/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2X4 "T" ON TOP OF PANELS [ BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 \-MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 7 W BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24 O/C MOISTURE BARRIER I' \ BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2"4" (U.N.O.) L BRACE 24" 0'0" - X-O" X-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU CORNERJACK a Y U w z OO HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll MEN 111111111111111111 MEN 11114,141 MEN cc MEN cc mm MEN MEN cc loom mm NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4' O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 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 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 ea �• o dGo W , 04 � o «` c w e� ar,a.�c 3 � % c , ow e trrreMilt,, N , A CO T 0 0� �. Ffi LO 'YOFESStOtk o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, 0 W QW r. -4 E 0 0 M S a aj (0 S � � 0 'o rn in��- u am(a Q a J j V cc:Q M co W -, J u u 0- - -_a a hd Z ca IW 6 m W Co m z Q J �n Z N 0U < O W ❑❑ a) N M o� ¢� z:13 o Q J n- N tin N M W � o LL vJ LJ m O� LU S co c> 11 L1.J J F-- — E cc 0 Flo = , U O N U) 0 • ®® N W CO � Q O�o z z < SZ O E 8 z �O =z >N QN oa O E N 0¢ az ao 00 o� az � �z COo Z Y m0 o -' z NZ 0) O12 z ao son 6o Ww "W o w4 1O a OV z¢ 03 N O c 0 rn m m c� L 00 :3 Y m N +-0 LO �..i a--+ 0 04 0) ci w C 00 04 v; n o Z z E y S m n U °, Q pro C JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. S5 it SCALE: �' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' 0. V V/1LL 0 'YP CUT TO FIT I kRS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP /2x4 PT NOTCHED INTO STRINGER�� AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ 'IEW "A" SCALE: 1" = T-0" E PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS \ SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED --\ i NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = T-0" 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS u -7 SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS X GLUED AND NAILED TO STRINGER -�� FOR DRYWALL SPACING H E SECTION VIEW SCALE:' = 1'-0" -3/4 PLYWOt ON DECK —2x8 SYP G AND NAILI FRAMING 2x4 DRAFT STOP 2x4 BLOCKIN C -, NOTE: 2x8 DRYWALL STOP \NOT SHOWN 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —314" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4' AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 / 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4' TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS \ 1x4 GLUED AND OF STAIR TO CONC. W/4" X NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER -2x4 DRAFT G-1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER STOP -'N —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G .--2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER- OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR PROVIDE SOLID BLOCKING BELOWALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R L2�1 VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" C"4 ems, 4 p W s � o C� C:31cc Rc.,N vm>� y A R ,Q ;d ,eta ar o-15 a ca -3 m 3 d a►. , ce u, 0 \��®v�e�alilttt0111t1if�f�C��, (4 cv To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W d E O g � o o r+ W LQ 000 -10� d/i Qj M V 2S # C J 2 LL \ u/ LL. 555 D„ uj Z ° °i 0- 13,n J L p Z W. _'�NcO 0 to °� m ue y 6 LO M Z Q r LLW Z N OU W Cp M M Z N t> oa z N � Q a N c'> Ln LU U Q) W oOft t/) c VLn I U) U d c w m J E nip m 8 i =� c U) ® 0 o CC) w M z og z z z< U- c E o E z o0 Qo �o �"e u o0 I— � CL O E Xo 0< a8 �0V o� ,=, 9 .00 ¢O r 2 w J W� 1 rp z Y C° 0 8 LL m ¢w cn J N 3 ¢ ° z g0 sona 5,2. aI u. w ", MA V ?o ou FI r o z <a x0 xo 2 zIa 6 0 _ >M o ai rn m c7 L 00 (0 �- Q � r r �- VJ m CNI o � �O Q `�' N Q N T � E N 00 �; n o z z c O E v 4? U 0 Q c J JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. ST 3 i a N D D- 0 aO 0 0 oo 0 1 d- D cn� i Q cV 0 E CD E O L D J V1 O 0 0 vl 'o i z i Q) y 1 D �i c 0 B 8 J ti N 0 a a N 0 i Q 0 ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. ; " APPROVAL FOR CONN. / 1 X 4 APPROVAL FOR CONN. i //�, 1x4 1x4 P.T. 3/16"0 X 3" LONG ' FURRING (2) ROWS 3/i6" x 3-1/2" FURRING 3-1/4" LONG X 3/16 i �; FURRING TAPCONS TAPCON 16" O.C. & 4"LL'A1X8 Xg TAPCON. INTO STAGGERED 16" @ @ 1x8 P.T. FROM EACH END w/ MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRY THROUGH �� 1x4 P.T. & 1x$ P.T. 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16 TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ix4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. ''' ,'/ ! 2x8 P.T. w/ (2) ROWS 3/16' APPROVAL FOR CONN. i , , / jj % x 3-1/2" TAPCON @ 16" 1x4 ' 2 ROWS 3/16" x 3-1 /2" i j %, i !� j O O.C. & 4 FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. i ! / 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ / 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 7., nE:TA II •I /AVI nE:TA II STAGGERED @ 12" O.C. -i-1 all nPTAII BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSf Cc SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 114" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) fi Z-0„ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE BTWN,-, NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) _�l INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS ---LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED '--2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS - AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAx.B #5 REBi (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 NOTCH WEB AT ±5A FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4 x1 1/2 SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3112" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = T-0" SS i i GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 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 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL tf ° ' �D D P. REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT L D ° — TI1=TI=T—T-- F� II * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ D — D —_— f�I 111TI• COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL (- SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE D, FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP g D G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: CAI REMAIN FREE OF MORTAR. z_ \ ' ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS 11 SEE GLASS BLOCK INSTALLATION NOTES. T • D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ t, (2) #5 REBAR. (1-STORY) 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. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20"MIN, (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION, LEAVE SPACE FOR SEALING. .40 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN ♦ UNACCEPTABLE INSTALLTION DO NOT DO THIS ,► 2"x BOT. PLATE W/ (2)1Od @ 6" O.C, #5 REBAR (TYP,) ® 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" �R AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ,- O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od TD. 90° HOOK (TYP.) v v @ TOP & BTTM CHORD, AND (8) Yp.) FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPfCAL ® SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS ® +2 NOTC FB (a) FIRST COURSE ® - INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK THE :S ` 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. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2k + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2-6" 9 * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'4' O.H. O�FNG7-y (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT QENTER SOREIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF -'QkPPT f19 Amn SIMPSON HTT4 W/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 1T - z O V) Q 2 U_ O Uj Q U f/] FILL 1st COURSES SOLID W/GROUT ° a FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ' a OVER HAN ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH .e ... • I*•' Y ' ? '4. e e ° • • : #5 BAR X p. 10 e e : CENTERED W/ e • . .' 9 H IN TOP o KNOCKOUT / CHAIR BLOCK -1 MONO FOOTING 1 . .o oe SIZE AND REINF. PER PLAN AND SECTION DETAILS it n •• CLEAN FILL •o e • DIRT Z 2 ° STANDARD o 0 90 HOOK N #5 BAR IN r _ FILLED CELL, , s° d r.• � �r rs• � V f s• ♦ v �r s � V STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. ETA AND STEMWALL SECTIONN DDETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL L4- SAW CUT iA� SECTION SCALE: N.T.S. SCALE: N.T.S. C%4 c 0 e� > W ® oL SO G a- ;N - 9 Cu ,> E L co V Q � 3 � ,._mod n. vn E iu. co O °°'°••.... 0 �"e/?0 .••. \ #EiS4 �0°N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q E U 0 0 c W N � �N * rA V fn N o J +j LL W J u- u- d w Z coa — c a � W w o 0 cn Z IL m J NZ a r_ Z N OU W o0 V M � z N M a z o a M z v �Q)N _ o ILL _ a V Ouj N o U W J zE = w ca o N Y a ®® a W M M y ¢ o� z < U_ CL E E ° �© vo 0 f 0. O E XU o� a p SOU of a z o wo io ¢w o Y U hm mo o z Z N y J ¢' o-. ¢w �z �o W a o� a �w cD oo a¢ r� z3 �o cD co I IQ a o� U CDJ O d' CU CU c� L00 O � r U 0 N LO N O O '� CD N Ln N Q n ui /� O w N y o Z Z = E E u) `m _ IL J Q 0 J JOB NO : 22-08307 SCALE : AS NOTED SHEET NO. SS I - - - - - - - - - - - - - - - CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. 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 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 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - A CHORD AT ALL HAND FRAMED AREAS TYP, DIRECTION TYP. -----Z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. r-PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" ^ (2) #5's CONT. T&B w/ 4„ #3 STIRRUPS AT 4'-0" --' WHEN DEPTH --' EXCEEDS 30" I I ° GRADE ,Ili NzSK- V-4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS 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) #7X 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 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED ik V W/ (1) #5 EACH STEP 2" • W !4 -- a z <v PORCH SLAB SEE N FOUNDATION PLAN UJI z I- (2) #5's CONT. T&B w -' W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH -j , f EXCEEDS 30" a LOWER OR GARAGE SLAB 1,4„ SEE PLAN LARGE STEP DOWN 1 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 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 MAX 24" SPAN (EITHER PACK USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z O Q w J w w w U) SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEA -� PLAN EXTEND SLAB 1 1/2" - °` --! i (2) #5's CONT. T&B w/ I _ I I III !_ a 7 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE --= j WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" GRADE 1 -4 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. _ COURSE FOR BASE SIZE (3) #5's EA. WAY 1 I I 1-- PORCH SLAB SEE ° I SLAB FOUNDATION PLAN a A a LEVEL ^ SEE CUT (2) #5's CONT. T&B w/ 2 CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" - -- '_-'- MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH - ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt 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. Ln 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION aC� FLOOR CONNECTION r22"'� SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" RADE — OPTION A SIMPSON HUC410 w/ (14) IL.SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE I INFO - 7q SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO ONLY WHEN INDICATED INDICATED ON BM. — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO f-%M-r1f NAI r"% SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER `��-SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONY. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 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. r• 1. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2f,- 1 X COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ %2' CDX PLYWOOD OR Y/6" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM ! HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP n GARAGE OR LOWER SLAB SEE PLAN -2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR J-BOLT OR Y2' TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT da - X a %i a MAIN HOUSE SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" SECTION GARAGE MONO 21 SCALE: N.T.S. c.a CM c% am �r" _ LS] y C � Q . y C13 3 � L �211, S o �'w ,o � 1 it �I//��"%% s ,�,��,,►�11111 eo vt6 s J C4 U �0. 00�R F LO e ,.•° .: '®s�®�Z�'�' g F E S S 1 Qta lddllilli� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a� W a �E o N8 v 0Lo o H In QC Z' LL J w w Lu J u- iL O- W � �2m��0 IL IL z i�� m w oocif Z Z N O U U O W ❑� M m Z! z N V o g z a a o J r M z �N LAB R Op�p tN IL p 0!� - U c Lumop J ,- _ E - c s =� L o U cn Q o 0 'o o ¢ w z M z Z u_ ca E E 0 wo � o a (E ao 1--- fR R J o¢ o o o o� O L ¢o wo wz m� w LLS U) C < o Y 2 o o� z I >z z U:) cno w o U W cL < a -F U. oLL =3 JO u x o � �t za a °3 0 O = ` M J 0 rn f[f L 00 R3 �— p -6 0_ N LO 04 .� t\ ui m C`V v; o z z C E Q E �' 2 �5 c a U _j Q 0 C 4) JOB NO: 22-08307 SCALE: AS NOTED SHEET NO. D1 (MONO) (2)- 12d GABLE END FLOOR � TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTIONINFO TO MAASONRYWAL INJ EXT. SHEATHING BELOW AND ALT. FLUSH W/ TOP BLOCKING INFO OA 7T SEE FOR 2 OF MASONRY & 8d NAILS T/B FLANGE APPLY1. SUB BLOCKING ° FLOOR + DETAILS 2x STUDS © ADHESIVE TO 2x4 CONTACT •; SURFACE OA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FLOOR SYSTEM FRAMING PLAN FOR WOIST AT 48" O.C. .. ,. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS • CORRECT BLOCKING w/ (3) 12d EA. END — — — — — — — — — — — — — °• • • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. 1/2" GYP. BOARD OR BLOCKING (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL •°• •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH SCALE: N.T.S. GABLE END RIM JOIST END WALL UNDER SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS CONNECTION IF MSTAM36 CONNECTION INFO TO - 10d TOE NAILS SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL E EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 1 N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED JAMB STUD REQ'D TYP-72x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED �•o.a a..o.Ll o..o. a, .o. T P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 24" O.C. (1) SIMPSON LSTA30 w/ (22) 10 @ A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF C o 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. P . AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x X.2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 1fld x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 —`--SILL (MAX. OPENING WIDTH 4 FEET). EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES OPENING NAILED TO STUD A SIMPSON LS30 w/ (6} 10d x 1 1/2" IS BE SPACED W/IN 6" FROM OPENINGS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. AND MULTIPLE STUD PACKS e 2x4#2SPF STUDS g G INTERIOR HEADER O TYPICAL BLOCK WALL \\ ;; PLYWOOD ATTACHED PER NAILING SCHEDULE „ AT 16 O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAiLS. EXTERIOR HEADERS � FLOOR TRUSS/ I -JOIST SEE PLAN E F TYp SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SIMPSON MSTAM36 W/ (7)------TIE BEAM F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE 10d NAILS & (4) 1/4"x2 1/4" ` D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING g" SEE FOUND. PLAN FOR FTG. REQ. OH STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SCALE: N.T.S. SHEATHING CAN STOP ONCE UNDER SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVERTOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. \ FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. A SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, .r" A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL — (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR OONti. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I I NAILING AREA (TYP.) I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER fl (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ o- MIN. 6" EMBEDMENT (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET, EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE MIN 3 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END ( ) HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE • HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTS DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 1 SYP U.N.O. 2 x CONT. T & B . e SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCHJACK STUDS BELOW 2 STORY COL. @GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN • DOUBLE 2x4 • TOP PLATE • 2 WS10d@ 3" O/C A XTFN • • ��FAB?x�T TOP SPLICE Ml,� Op PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 ol 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL �1 SCALE: N.T.S. (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP$ FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE "PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION, CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN — MIN (3) 2x #2 SPF STUDS@ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO — SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. ;l c.e +p CY _ N O Rd y CV i CD C E C C1 �1 N .... .� .• '• ��1 S E. .� 7'2V Ot i r O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q N o N c0 IsmN_ ro 0 C. N j), LO_"Ia 4 LJL y W t, a Y 0 @ N cp O WW in�6j6' M Z L0 Mz a IL LL 6 o Z N O0< W o0 (My O z � N z � � Q . 't N M � o M U O w o w �N.5 U) U W J �- - E Op 0 N of � m o w M Cl) ¢ h z a 141W LL :E O E w o w� o Z® " U Q� KO 0O U O N aF z ¢o O� dz �t Qam� W td in O� O 0� in �m aw � N o z 30 a Q mF WLL <o CD� W 1 0 E d- u `zQ a0 °� C 0 = >M Ocu (� r O T r Cr Q Y m LLO O o .� Lin N <( ^ r E CV n ° z z O a E 0 _j ¢ o JOB NO: 22-08307 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ' ' MASONRY WINDOW BUCK s 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Ti WINDOW BUCKALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE W" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure) resistive barrier above header to allow tor flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO- BOTTO ci enir_i SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as# in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN WEATHER ✓E BARRIER & AIRILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) kSHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING - 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM g V-4" PFR PI AN SHOWER SEAT SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER Z J r1 tr w 0- W U) W U W cc LU U) DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING I.Y�13�SiZ�l:3 RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 =1� PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A ,F40 �lip, WINDOW FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier 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 R703.1. \i v R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over -Arl wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with �ro (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASEPAPEREXPOSE ADHESIVE OWN contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. FOUNDATION WEEP SCREED 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 IIAlt I. THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS NXXXN:= FRAMING SHEATHING ANE WRB WRB NO Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTM C1063 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 c-® t�l t-- U W 6 x o 9 N a d y C = �+- y `moo �C,s= z 3 � Ir �o � v N No N I-- N ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N 'ItE co 8 IW V 02 N G �0 ._Ln'�? as �nr__ 6 M 7 L� a w ��LL o 0 13=� Z 3 Lu m �rn o �a o W W N�� m IL Z w - N Z Q � R V N J H O OU z U W ❑ ❑ 0 0 Z13 z o Q v J N M z UJ O to W o wa W J 4'..... OEM r-- - E L ©C U) Y n O w co co ¢ Z Z 4 U_ cd- E E zo m0 >9 Z® H o� 00 O E �� ip wo aZ �w 0 < o mo rLp C 0y mm ow '¢w N J 7I Mm N o-. go z a mw _0 �G �z _ � a x TZ 0� >M o m L00 CO T O -`CN LO Cq O '� C:) Li) C-4 Q N r n 6 z w a 00 N o Z E O 4 cc o U J Q 0 J JOB NO : 22-08307 SCALE : AS NOTED SHEET NO. WP1 1 Mounting Or aciaerts t10 64 +l+'rx+VT X 2-11' MAY) Mn INSTALLATION INfORMATION �CdU� * (May'ble-Luttta II ley blit-cuttir ) fling St~tev1is Tbru Oraltkle--0 3fsrrt�,ift(�i Aft (�iytt a��t�m side` each side for hurricane raj ' screvas horn Edge Florida Department of Business & Professional Regulation Building Codest and Standards ProductAppmvird Application Detail Page t off I arlplxo29 codeEntity or Di to Date Pending Date 100 Verson) Manufaelurer Cooled Enolnott lkenI 'Validated IN Validated llubalged MAooroml Apnrovea qua ARmnat'iae '2020 Smart Vent Protli+cts, Inc. Mlohaei Gareth HemreeF Naaro_P:E Lceae Bowden P.E. 12M 62020 12f151$020 12128t2020. Appr'wed Category: StructurefComponents, (877)441-8368. PE-73Ti8 (334)300-1800 subcategory. Products Introducedasa Resin;ol infoCemrtwntcom New7ea1nb1ogy Compll nceMadaod: Evaluation Report from Florida Registered Architect ors Licensed Florida Professional Engineer ,fib ducCs' - . - - - QuNitYAssurtmem Aoorovadfor Use. AoproYed for Use .impact Dela, � - Seo k. Pmdu(!fJlodal. Numb ar rrr Name Praducf D-11itlen Contract Esoir.i Date Ip.HVH2 Dutsrda Hi eRsratent Pressure 7 amanVentt Mgtla7 1 40.51D H 5 Due[ Function and Ventilation u F w FloodVem 4as 12I3f2023 Y. Yea NIA +1 0% DD 0 i 2 SmadVeot Model 41 40-511 DuaIFu Flood and Vn@aonVent 12P312023- Yes Yes NIA *:10Df 100, 3 SmadVeot Model#1540.520 Insulated Float Vent 12' IM23 Yes Yes NIA +10Dh1D0' 4 Smart tl l 1 4i}321 Vrelt Kw v i1 5 1 s[ i fit nsW etl Flood Va 12r512023 Yes. Vas NIA +16oF10a. 5 Smanvenr Model#1540.524 16&qudii9Wa eOmr Flood Vent_ 1'r1312023 "Ye5 Yes NSA NIA fit SmeriVem Wool l!'1540570 Wood wag In Bul4tad Flood Vent 121J1.f2l" Yes Yea NIA +a ODf 1DD` 7 SmadVeot Made if,184Q 574 14,5&qud: aural Door Flood Vent 121314023 Yes Vas N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application' Detail Feel oft 10412021 Code EmNv m. we 12e_te Date "Ina gong 11M Velslbn Marrufadure, Contact Easel&Lteansa Validated sir VIfd,t,d Submitteo FaC Adult AooroYad Status Reytsion 2020 Drexel. Metals Ino. Jason Shumato Zachil 0. Fri LooksSvvdoh RE, II9l 081091202D oolava= ivl 2ll Approsed Categoryt Roofing i502)3031111 1`E7402.1 (334131 SubCatogory: Metal Reding. lshumefa�rrhpamet;com Compliance Method: Evaluauon Repoq th)rii a Flortda,Ynspisterad Ar eaptora LlcenS,ad Ftbr)de } Prorasxlon ll Engineer ti>n a = ii "' FY#1Y619�a Rrbdu _ „ ,. -•.'� OhIallIVAeauraheo ¢ .'' Anprovedfor Use Amr"Wror ; ,. Use Impact nest , ¢gap- 11O�UC 111 Number, or Name. Produot Descrlotlon ColCraet ExelratlMDate I Qutaldelfft Aesistwrt pressure 1 INexel'MelaI RoofingS}ytemy DMGIpONS;0MC-150S5, li 1756, DMC24(i 12mlzo25 Yes No: 141A +01180 DMc 5v Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail pace za,4 12512022 toom Rendlne .I ' Tying Manufactu_re ConlaEo&LicenseValitleV SuD.�miliatl,@ate FBd:Apprbval roved Status Revision 2020 Tharma-Tru Corporation Steve Jos a e$ bI L nd9Z Schnlld :E. Ryan J. King,P E. pe a n y t: P y 041 1 ! 5F2g2 1- 1- 4 20 ?l3 720 04F27J20 Z 1 Z 06I0 02 1 A rotis0 pp Catil ly: Will Doors ., (600) 64ST628 PE-43409 (819) 767 6565 -.. - SubCataggN 6%mirgmg Exterior Door Assembles sjeepersorWhermahu.co Compliance Method: Evaluation Reportfrome m Florida Registered Architect or Licensed Florida professional Engineer •FCirTirfFtsli-R6`RP6d1ic'1s' - - _ - ...Quality Assurance Approved far Use- Appreved for use. Imixi t Dam t, Sed.R Ptuet Medal. Numberor Name Product Descrlotien CoMreef Exolratlon Date inHVHZOutside HVHZ Resistant Pressure 1 a. Therms-Tru Fiber -Classic andSmooth-Star Nominal 6&#1 °Aquct mfgact" Opaque 12131=22 Composite Edge Fiberglass-Singta.Door No Yes Yes NIA 2 0, Thermal Flbar.Classic and Smooth -Star (InswvOutawWig; X ocaliguratloh) Nominal B&fl39;8 &quctrhpact&cjuct Opaque 1201/2022. Composite Edge Fiberglass Single Door with No Yes. Yes NIA 3 c 'ermaTru Fiber Cla Band oo Star Thermal ssl Sm dt - adelite(s) (Insw.d >s1OulswAng; XO, OXor OX0 conflguraiiona)'. B 9 - u t& o Opaque al I Nominal BJ13 8 lot sic u t 921312022 8�q rip 4 OP 9 Composite Edga Fiherrglaas Double Door oath or No: Y es " Yos NIA 4. d, Thsrma Tru Fiber.'- sso and Smooth. r: .�Gla .. Ste.. vnthoutSidelites (InsrringJOutsrMg XXor OXXO oonflgurailona) Nominal B 9 '0: dtrn ac - of a urn o al & 39,.8,qu p SBkiu Op 9 92l3112022' -Con pudic EdgeFibsr�la9e 9 1a t?oor.. No: Yee Yes NIA 5 e. Tnarma•Tru Flpar•C[asslc and Sinootn.5taf (Insv4ng'(0 IllX configuration) NomYnal 6&:f3$D &quct rnlpeat&quat Opaque 121312022 Composite Edge Fiberglass Sittgle Door with Sidalita(s) (insvingfOutewng; XO, OX. OXO No Yes' Yes -WA' 6 f. Theima-Tru Mal and 5moolh-Slar confl umllons g I Nominal 6099;0&quotlmpaat&quot, Opaque 12/31/2022 Compoeil Edge Fher8lass Doublo Doorwnifi or Sidetites:(I.ngi0u�4nng, XXoc OXX0 No Yea. Yea 'NIA 7 g. Thamla-Tru Fiber -Classic and:Smoath-Star -- - .without coilflguartlons) Nominal S&fI39;8-&quotlmpact&quot Glazed 12131'r2022 Composite Edge fltlergliaas Single Door No Yee Yes WA 8 h. Therm -Tot Fiber-CI§ssrc and Smooth -Star imsWeGIO.11til g; X configuration): Nominal 6&1f39;8.&quotlmpact&quot Glazed 1213112022 Composite Edge Fiberglass Single Door with No -Yes Yes NIA 9 ' Therma-Tru fiber -Classy and ml -Star i. F. b S th m . Sfdel ite(s) Q nswinglDut minx XO, OX w OXO. configurations) i u I Nominal 98 c not Glazed 1 12022'. ,. 6&Ed , ib at mpa t8,q 1231 Composite Edge' Fiberglass Double OoorvAtfigr : a N Yes Yes NIA 10. f: Therms-Tro Finer-Classin and :Smobth-Star v+iUout Sldeides(1m;,Mrg10utswing _)l 0*0 confl uratlona Nominal W489,D. "lmpact&quot Glazed IW112022 Composite Edge; Fiberglass Single Door No Yes Yes. NIA T9 k. Therml Flber-CtasalaandSMboth-Sts: (Irswingl0utewing; Xcontguravon) Nominal8&M39"O&quoWnpaoi&quot Glezad 1212W2022r Composite Edge Fiberglass Single Door with il dXO Np Yes: Yea WA 12 I. Therms Tru Fiber-Ctail to end Smdbth-Star - silll"ta(a) (Imswi;nglOutsrnng, X0, OXor ccr1gurations) Nominal B&2VO &quot9mpaet&quot Glazed IW3112022 Composite Edge : Fiberglass Double Doorwlth or No Yes'. Yea NIA 13 m. Therma-Tru Fiber-Classicand Smooth-5tar without Sidelites OnswinglOutmwrmg )Q(or OXXO configurations) Nominal 601 &quot,lmpact&quoq Glazed Molded i2131!$022. open Composite Edge Fiberglass Single,Door No Yes Yes NIA 14 n. Tnerna-Ton Fiber.C#1 and:SMoot'h-Star (Inswing/Outswingi Xw figural Nominal Stli ll.&guaklmpadt&cjuot, Glazed molded ID3U2022 Open Composite Edge Fiberglass, Singe, Door with Glazed Molded Open Sldelha(sj_(InsWriglOutswing; No Yes Yes WA 15 o. Themta-Tru Flber-Classic and Smooth -Star XO, OX-OXG-nimaretona) Nominal 6&A39;8 &quot,lmpact&ll Glazed Molded 12131/2022 Open Composite Edga.1i rglass-Double,DoorWth No. Yes Yes WA 18 F. Thermal Fiber -Classic and S "h;Sba pmoot _r or-wichout G lazed Molded Open Sxiclites. (nswinglOutswag XX or QXX9 mrrF9uratons). Nominal e& 39& ub I I d ,, &q k mpact&9uet opaque 12131f202$ Composite Edge Fiberglass Siri.,gle Door with Molded OpenXq No Ye5 'Yes WA 17 qt Thermal-Tru FlberClasaic and.SmoothoStar co f guratio s) ):(tnq nglOL hg, or CXO Ndminal B&4W-,8 & uotlm qnot Opaque 1213112022 No Yes Yes N/A Florida Department of Business & Professional Regulation But Codes and: Standards Product Approval Application Detail P.Q. 1 of 1 trarza2c 98ae €dtiesc.: ,l3atn Dadeilgi4:2@eiilOg Bit.: ]yloo version Manufacturer Confect Enrnuteer&Liam.:.`yalldated'9v ValiuoIMe autiffli 2 P13C AaliroVal Approvedd t9at- Revson 2020 ROT Industries Jens.Roaoirskl- MIaml-Dade SCCO=CER :Mieml-Dada BCCO-VAL 11I7912020 10I2$.r7A30 112V2020 Appi Category: Exierlor Doors 041)48G 0100 17561315-2590 BubFateggy: 611dng Exorl Door Asplemblley Iroebvskl®pglPndustdes:c. ComPtiknoe Iddhrrd GerhNcabon Man, or Listing om. r = s a x ;Quality Assurance Aoprond for. Use Aoorovedfirl Impart ea sao:k: ProductM dal. Number or Name Product Daeorlill Codract Evnrmuon Data. It, KIM Quill ido'HVR2 Rasialarlt P,{anur9.. 9' l3GD-5570 tL G6Mlsail.hAP-d) -VIrj431iding 01a9>Door op/14�029" tie§ Ys. Yen KJA Category/Subcategory M Manufacturer cturer Product Description ApprovalNumber(s) Test Pressures Exp. Date 1. EXTERIOR DOiORS IFL20461.1 Am SWINGING TherrrnaTru Filer -Classic and month -Star NON -III +67.01- 7m 12/31/2022 Therm aTru Fiber -Classic lend Smooth -Star OMPACT). T). FL204 8 +6 .(il1 psi 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star O P A T), F L20470 +80. 0/-80w0 psi 12/31/2022 B. SLIDING MI WindoWs and Coors Series 420 FL15332A - FL153 2,5 +40,01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205. 3 +38=7/- 8,.7 psi 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 (8 7 FL8248.3 +31,.01-3 .0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 ##1123 (16 7r) FL 8248.10 +30.,01-33. psi 12131/2023 Wayne -Dalton Series 8000/810018200 ##1124 (16X7) FL8248,11 + .41-8.3 psf 1 /3112023 D. METAL LOL RED DR O E CurriesDhAsion of AADG Inc � 7r4 r 607 707 727 747` and 847 Single I Plaits of Doors ro t r t... � FL11537.1 N/A `see in,st sht � cart-. � 12/311202 �7 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,01-80.0 psf 1018/20231 PGT Series 5500 FI-239,2 N/A 7/30/2025 E. HORIZONTAL SLICER MI Windows and Doors Series 188 FL15351,1 +55.01-55=0 ps 2i1 2024 C. FIXED MI Windows and Doors r genes 185 FL75349.1 + 80,01-80,t1 psi 413/2023 PGT Series 5520 FL243.5 N/A 413012025 Cm MULLION Mi Windows and Coors Series 5764 FL1535 .2 NIA 12/31/2024 PGT Series 5500 L2 F 61+1 NI A 5/26i12026 E. OTHER 3. PANEL WALL Hardie Building Prod. ,lames Hardy u dingy CQ . Cem lank a Sidi and ardiePlank L Siding p Lap n� H sip FL131 2.1 - F 13192.2 9 L A. SIDING NIA 12/31/2023 B. SOFFIT Ale ids slid and 'dented Vinyl �t ° FL75272.1 - FL15272s2 + 7`5.,0�-75.0 i` 1 2131/2023 Alpha Aluminum, incSolid and Vented Aluminum Soffit FL 6544 5 + „ 21' S4a2 psi:t. 713 202 3 C. OTHER 4. ROOFING PRODUCTS A. AS P FIA LT S HI NGLE S GAF 3 Take, Dimensional F L10124.1 N/A 1.2/16/2022 E= UNDERLAYMENT Tamkc (for Shingle Rode 151b Felt Underlaynlent FL12328 NIA 16/2912023 PI ass USA Inca for Tile RAJ POLtrit'ST1CK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918A - FL16918w4 N/A 91912026 Florida Metal Products, Inc Vent RV 10 F L21580.3 NIA 12/31/2024 cimancc c L � In O>�4-4 Eahus# �1ent FL172 2�1 0 + - 7.5� 9►7 5 9 psi 12110 20 5 � 2 E. ROOFING TILES Boral Tile Villa 900 FL7849,27 - FL7849,28 NIA 12/31/2025 Baal Tile Saxony 900 FL7849.16 - FL7849z20 NIA 12/3112025 F. METAL ROOF Drexel Metals, inc. DMC 100NS DMC 15OSS, DMC 175 a DMC 200 r DMC 5"V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS M A Global ' Protection Products � Galvanized Steel Storm Panels FL15076A - FL15076.2 N/A 12/3112022 All American Shutters 8( Glass Galvanized Steel Storm Panels FL1°7869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A, WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES IT 'I Building Components Alpine Truss plates FLl999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197 5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser � jr Rim Board LV P L L L 7 �k 3 FL9527,1 - FL8527n5 NIA 3/3 2023 11 D. MATERIAL Cast -Crete Corp. High Strenath Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25i2024 Florida Department of Business& Professional Regulation pages of Building Codes and Standards 1252D2 Product Approval Application Detail code Erillir ,gate Data Date Pendiria PM jj&� Version Manufacturer Co ttaot Engineer & Licettsr Validated By Validated submitted 17 5C Appi'l l Approved Will Revision' 2020 Thennad)o Corporation SteveJaspersan Lyndon F. Schnmdt, P.E Ryan J. King, P.F OV23/2020 07f 12J2020 0712W2020 1011312020 Approved Category: Exterior Doors (800) 843-7828 PE-43409 (813) 767-5655 SulaCatill Si Exteror Door Assem-bles slasparson@tharmatru.co Compliance Method: Esraluatlon Report from m Florida Registered Archit Ior a Licensed Florida `'�[1�04ri1:R3tPrbdubL4. Profeasronal Engineer _ - AualiNAsauran�� Aooroved for Use Aoeroved�.for Use Imeact Deal Sag.tE Product Model. Numberor Name • Product Deaerlotlon Can tractExpuaflon Date in 14VHZ OutsideHVHZ Resistant Pressure 1 a Therma-Tru Fiber -•Classic and 5mooth-Star Nommai9&#3g't#&quodmiact&quob Opaque Composite Edge Fibwglase Single Door 12/3112022 Yas Yes. Yea NIA 2 Is. Therma-Tru Fiber-Clal and Smooth, 51ar (Imsvnng/Outswmg, X configuration) Nominal til&qu0tirnpattlill Opaque Composite Edge Fiberglass Single Doorwith' OXor 21312022 Yes, Yea, Yes NIA 3 c. Therms Tru Fiber-ClasslcandSmooth-St-ar Sidelke(s) (lnswn_glOutswrng Xo. OXO configuratlans) Nominal8'¢:&gwt,lmpad8quot; Opaque Composite Edga Fiberglass Double Door with-orr �VSI=22 Yea Yap Yea. NIA 4 d,Therma-TruFilber-Classloand Sirrooth-Star - ithout Sldelitae (Inswingfoutsiroing; XX or OX3(b Configurations):. Nominal 8&ll&quot,lmpact&glOpaque Composite Edge Fiberglass Single Door 120/2022. Yes Yes: Yes NIA 5 e. Ttmrrna-Tru Fiber-Classtatind Smooth -Slot . 0,15WInglOutawing, X confguratian) Nominel8&439,D &qu.IgI-pait&quoL Opaque Composite Edge Fiberglass Single Door with Sidelte(s) 12J312022 Yes, Yes. Yes N/A 6 f, Therml Fiber-Classlo and. Smooth -Star (IrissAnplOutsMng X0, OX or OXO configurations) Nominal B&p39;0&quotlmpact&quot Opaque Composite Edge Fiberglass Doubts Doormith or 122112022 Yea. Yes Yes WA 7 g- Thernel Fiber -Classic and. Smooth -Star Wthout Sidelites (Inswrrgl0utsaing; XX or OXXO epnfSgvn ions] Nominal 6'&&quotlmpscmquo#Glazed Composlte,Edge Fiberglass Single Door 131312022 Yes: Yes. Yes NfA a h, Therms Tru Fiber -Classic and Smooth -Star " (I nav0g1OutsWing; Xconhguration) Nominal 8&fF39;8 ,quotlmpacE&quoi Glazed. Composts Edga Fiberglass Single DoorrAUi XO, I?J31f2022 Yes Yes. Yes NIA 9 1, Thorma Tru FibeFClassic and Smooth Scar 5idelte{sj {Inswingf0utawing• OX or OXO canfigurationx) Nominal B&f<39 8 &quMImpadt&quoi, Glazed Compoelta Edge' Fiberglass 0euble Door filth or XX OV9 "12I3112022 Yes, Yes Yes NfA 10 1. 7herma Tru Fiber-Claselo and;Smooth-Star without Sldaetes'(Inproing/CutlisMng or opnfiguratlons)' - Nominal Wag o &quot impaaf&quot Olazed. Composite Edge Fibarglese Single Door I2l31I2022 Yes. Yea Yes. NIA 11 k.. Thaerni Fiper:Classic and SrtioothZiar (I nsvirigfQutswing; X conhgumTonj 'Nominal 8'D&quotlmpaot&quoi Glazed :Composite, Edge Fiberglass' single Dal: i2131=22 Yes: Yes. Yes WA 12 I. Thermal Fiber -Classic and Smooth -star Sidelite(s)'(Insvwn9IOutsiAng:.XO. OXcr Y)XO configurations) Nominal 8'0&quctimpad&quob Glazed Composite:Edga Fiberglass Double Dcor with or OXXO 1213112022 Yes Yes Yes NIA 13 m, Thermal Fiber-Classicand Smooth -Star withoutsaielites (InswiIg/Ouisviing; XXo configuration§) Nominal8&8 &quotlMpagt&qua Opaque Campaslte.Edga Fibarglaas Slagle r7bpr NAth "Non Impact&quot, Sldelite 12t31l2022 Yas. Yes Yes NIA 14 n. Then ell Fiber -Classic i Smooth -Stare (s) i"Ws ngfoulswing; XO OX or OXO configuraticros} Nominal 6&i139 &quot,linpact&quct Opaque Composite Edge Flbergess.Double Dooll 12131J2022 Yea Yes Yea NFA 15. 1Therma-Tru Fiber -Classic and Smooch -&tar- &quotNon-Impact&quot(Sidalites (Ins Mng/OutsJi4ng; OXXO configuration) Nominal 8'0&quotlmpagt&quoi Opgrjue Composite Edge Fiberglass Single Door vvth &quokNan Impact&quat Sldellte{s) 13J31/2022 Yes. Yes Yea N!A 16 p-:ThWMa.T[URber-ClassioonciSmooth FNr - (I nswmgJtDulswing� XD, 0}l or'OXO corffiguratione).. Nominal8&#990'&puot,lmpact8quo#Opaque Composhe'Edge Fiberglass Doubly Door wtn' &quat;Nmn-Impact&quot'Sldeftes 1W312022 Yes Yes Yes NfA 17 ,q; Therma-Tru Fbar-Classic and Smooth-5ler (In saMngl(Dutawfng; OXXO configuration) Nominal 6's"Npn-Impad&quok:Opaque Composha Edge Fiberglass Single Door . 12131a(122 Yes. Yes No NIA 18 r. Thermal Fibe -Classic and Smooth -Star prisWrg/Outswing, X obnfgurafion) Nominal 6&43&8 &quotNon-Impad8quot; Opaque. 'Composile'Edge Fiberglass Singly Door with 12J3112022 'Yes Yes No NIA 19 s. Therma-Tru Fiber -Classic and Smoath-star- Sidellual (InswinglOutsw4ng; KO, OX or configurations) Nominal 8&ti 9;8 &quotNon-Impact&quot Opaque Composite. Edge Fllearglass Doubly Dg vAth or 121312022 Yes Yes No NfA 20 t Therma-Tru Fiber -Classic and Smooth -Star whmout Sldelltes (InsFAngK)utsvllrg; XK.or OXXO conflguratians) Nominal 8&ll39 0 &quokNon-Impact&grrok Opaque. Compcsl Edge Fibeighlo Single Door 12I31l2022 Yes Yes No NIA 21 u.Therrna-TruFbanCand 8moth-Star (Inswlow Xccm ura Nominal 8&i3D&quokNon-mpac&utOpaque Composite Edge Fiberglass Single Door with. iy31/2022 Yes Yes No NIA 22 v. THermp Tru Fib -Classic and 5mooth-Stht Sidelte(s) (InsvAnglOutKwdng; XO, OX or OXO. ,r nflsurstrbnsi Nominal B&H39;0 &quot Npn-Impact&quoi, Opaque: Cgrnposhs Eli llbaYQlas9 Dou ris Door v4th or ' '- 12131P2022. Yes. Yes No. NIA. 23: w Ther - r Fib r-01 salt s of -S ar Thermal 4 1. a a .nil Smo fi t out id ites psi in 10u n XXwOXXO with Sal p w g mr{l g. ,.. conflgurations) N m a 0 # & not I ct ' Gas p m I& 39, q Nvn- rnpa quoi, 1 ed. Composite Edge FIberglass Single Door 1 2 2l311202 Yes' Y es N o `1 NIA 24 x.Therma-Ttu Fiber -Classic and -Smooth -Star (Ipswtng/dutawRrg X Wnfiguratlon) Nominal B&l&quot Non-Impact&quilt Glazed Composite Edge Flbergiese Single Door with OX OXO 12l3112022: Yes Yes No NIA 25 y- Themnsi Flber-Claseloand Smooffil - Stdelte{s). (I nsW ng/0utsW it g; XO, W configurations). Nominal 6&039;8 "Non-ImpactfIquot Glazed Composite Edge Fiberglass Double Door`AAth at OXXO 12212022 Yes Yes No WA 26 z. Therms Tru Fiber -Classic and Smooth -Star WthoutSldelltas (InawingfOutavel ; XX or configurations) 'Nominal 8&#3g;0 &quotNon-lmpaC&quoi; Giozed Composts. Edge Fiberglass single Door 121312g22 Yes Yea.. No N/A. 27 za. Thorma-Tru 'Now-CIaolN end SiroolhvYar '(InswirglOutswvig; X mirtfiguratil Nominal 81 &quotNlon-impact&quoi Glazed Composite Edge Fiberglass Suigle Door w ih 12I31/2022' Yes Yea No WA 28 A. Ttierma-Tru Fiber-Classia and Smooth -Star Sl'delllo(0) QnsW ng/0utsW rg; XO. OX w OXO ufl -ed ations ngr ) :Nominal 8&#3g;0 &audt:Non-Impact&ouot: Glazed 1Ff31/2022 Yes Yes No NIA Florida Department of: Business &:Professional Regulation Building Codes artd Standards ProductApprovat Application Detail lit m2 I W.021 Cod.. entity of 1T�tt: ante Dae Pending ;site Tba. Version Manufactunir Contact Enlimil license Validated a4 Vanda<i1 Su6mltted F9C Anal AtaroVed $talus Rewaian :2020 MI Wndcw4 and. Doors Brentstill Lels Robert. Lomas Stevan M. Ll PE 10MM020 IWW020 1011&2020 12115I2020 Approved Category: EAenor Doors (71F)30.33DO PE62514 (717)317-8454' Subcategory: all Exterior Door Assembries bsitiinge(�mtwtl.com QuNlty Astiurande A_Rprowliatr Use Acbroxed rdruse Impadt Doslon Sao.#. P uotModN will or Naive. Protlui tins ption corlCraet ExaliOtloii Dat0 r H _: outside MVHZ Rea11 Prossure. i. 'SERIES 4 ,"MINUM SOD SERIES 420:ALUMINUM SOD OXO 12131i2024 No Yes No NIA 146 314&quotlx80&geot NON -REINFORCED - 2 SEm65420ALUMINUM ii $ERI 4213ALUMINU SGD X4%K E$ M OK 12/31202d I P o Yea No NIA 96&qudx808quot; FION-REINFORCED 3 SERIES 420ALUMINUM SOD REINFORCED SERIES-42C ALU:MINUMSGD REINFORCED OXO IZGWG24 No :Yes No NJA 1-05.314&qudX986qud' 4' SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. lW112024 No: Yes No NIA XO, XX96&'quot;x968:qud; 5 5ERIE8 420ALUMINUM SGO REINFORCED.. SERIES 420 ALUMINUM SOD REINFORCED)OX1231=24 No Yes No NIA 143&quor:x96&wot; Florida Department of Business & Professional Regulation BuildirigCodes and -Standards. Product Approval Application Detail Pa90 six 1192M1 S-90 Entity aL ,l41.4 Data Predinu gage Site version Manufacturer C �1 glnent&Ucehac EY) V dated 31�{-.>)U.----.&IL V a �11d$!ig FBC Aoprrival v Ppgr4..P9 Status £t$.S_ Revision 2020 Wayne -Callan;. division of Overhand Door Dwayne Kanlsh John E. Scales: Jeff ey P Amesgn, P•E. iW12I2020 e972912g20 IUM020 12/1612020 Approved Corporatlon (330)7634121 PE-5f;37 (904)821 5200. Category. Exleribr Doors okomrshalwayne-daltan.c - - SubCaftici Sectional Extarwr Door Assemblies: bin CwnpliancPMempd: Eveli Repanfroms: Hard. Registered Arbhited of Llcar seo Fli Professional I]taineer Oualily A9surenCa Apial for Use Aoarovadfa Usa tMONA Desfon 39A Product Model. Number Name. product Dasano[ on Comraet Exdratioll Date in NYt1Z Outside HWZ Resistant Pleasure 3 8000)810018200 #1105 9Stk35; Max etddr:l 4&#M: Max height. Glezlgg 12I312023 fib' Yes Yes +31,00i-35.00 available In to of intermediate ndlon. 10. 80041810018200# 123 1 18 #39. M ! 4Maxheight. 4rrJ sit g d six width 1 9'Ma h Glazln 12131 /2023. No Yea Y ea. +30001-33.50 ayallabkin Cap or fnlennadiatb gbctlon, 11 80006100/8 91124 10A#39, Maxwldth 148.39; Max helgM dazingi iV3112023. No Yes Yos +3440136,30 avvalable in top or Intermediate 5001 n. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approvat Application Detail Feral off 115=1 ' e .Cod eDSlt rL4i e Date Data Panditw P.g�. a� jam@ Ty Veraitm Manufacturer Cali Enoindara LI�dr Validated By validded Sum FBd Aoornvaf Aoorovad Status Rawsfbn 21 Carries DlvIson of AAl Inc. Tom'Ratiey UL LLD Troy Bishop; RE, 12MW202(1 100ii202a 1T2112020 Al Category: Exlerlor Doors 041)494.281$ 954)•94T o890 Subcategory: Exterior Door Com ijems tomnsebaylgi-abloy.co - Compliance Method: Car[Ip"llon Mark w Listing m FL#d98aR-R�a i> a dlS' ; ' .,. `u ^ , -., ., r'. . __ : • 0WAYA6sbranee Appr.YAtorll9e Apurovedior Use Impact Dell 199# produ0 opal Numbor or Name Product Dxeddign Centred Exbiration pale In HVHZ Qulsido Hi Rssistaif Pressure 1 607.707 727, 747. 757,.777 and 847 Single a no Fall ,m.' Flu sip Glazed a no Lail shfIle,and pairs: or i21 invZ5, Yes Yes Yea N/A Doors hallow metal doors:. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pageltifp 115=21 Code EnNN.or Data Data Oate.Pendinp Date Verrill gri Manufacturer contact. Enalneer&Licansr r V.11di ,gypaintled FBC Aooraval Aoorbv9d .Status RvAeon -2D20 MI:W ndows and Doors. wont Bitl)ngar American Archneotuual Raven M, Will PE 11117l202D 11 M1 =20 112712020 Approved C9tego1y:Wnd0W9 t717; 365-3300 Menuiactluers Associetion all)317.8434 Subcategory: SingleHUng. bsklimgariifmly aq m Compliance Method: CerBAoatlon,Nark or Lisling Quality Assurance AparpVed for Use Aooravedfor Use- formed Deswn Sea a produM Model. NtsYdiar or.N- product Deserlotlon Comradt Exbfratlpn Date. In HWH2.. Outside HVHZ Resistant Pressure 2 IB5 SH 52x72 FINI'll Frame IG= Single Hung 10108=3' No Yes No +60I.60. Laminated Glens v a� ca p L L C � O .� U to CU O C O Q Q O ^^++ W OLrp LL O .� -0 n1 rrCU L O � O �� CU -0 . � -�0 ^^ C0 Z Z W J Cad 00 U O CIO E z Cn _ O 0 i►..L LIB U O L- W W H O LLJ Q W z J z Q J SHEET NO. PA 1.0- "on, ,,- "' I - . . I, , -pill , j 'e, .WIT I. I 11- I- , .l ", ,,, " ,,"',", "i Ir T'Ll"Ill I ... I 1 ri, - i -7.1p ,I ri I i 17 7.1,1pil'i lillimisr'lIl"Inillil j"PMrIHNF"IjjwjI� -Ill (1) (1) r_ I Florida,Depaftment of Business 8. Professional Regulation Fogs 6 of 9 Florida Department of Business & Professional Regulation Palo., I of I Florida Department of Business & Professional Regulation Page I dl Florida Department of Business & Professional Regulation P.O. I orz U) -�B (1) -Ill 0 -0 > Building Codes and Standards � Ill Building Cod" and�Stilnclari ird= Building Codes and Standards i ffil BuIlding Codes and Standards I i c- � -plIcation Detail Product Approval Ap 11 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L_ = _0 (3) CL 0 (3) 10- 0 L_ ali�ll�l�ill�l!iii�ilivilalll='Illlil!lll,:i l�ill�lI��ilillill�l�!�l��ii!�l!l11,111 !!!!!,III! i I Ili iii ;;i 011INESSIMMENNEWERMENEW ii 1! all i somisoullommmasingmumEENNNMMNNNN=ill,I selaillasm 1 inwmmmmmmll lig 1 1 i 11 Ill I I i ii NEMM MENNINNERNEW Code Entity 9 i 2& -Date DWrindind 2ill , Cod. ,!a!, - E" i I MENEM= 299 Darrisiendin, Died. M Aaft 1 - chat 2aft Me Pistoling MINKS]= ". Code i I Entity or Date Date 101 ; Date Pandno Delt. -0 cL = F,a I= versdo" Rarl,'il 202(K Manufacturer Thermal Owporaboh Contact Enalrear&LIciansie, Shavel'Jasperill Lyndon F Schmidt, P, E Validated B Ryan King. RE. validated SUbMittest 10107,2021 W1812021 FEIC Appiwil 10MY2021 Approved 12JI5=21 Shrill App i 7,000 Version afauntracluter Conte suldneord upon. Validated 1W .W.2 validated "noltel PSCAperl Appro Otedus, Tvoe yarelon Meouroolurser I Erell 1.1pariona Validated 81 vaddeas suderaftiold FaC Aral Al amm zm version validated lay Vididablial Submitted FSC AW-1 A,,r-,d SLAM . E (3j 5) a) -!- U) I I ciatagorly, Ekilarior Doi I C4001643-7628 Pi J, (813) 767-6556 . Affirmation 2D20 PG71.d.strists jame Rosimew hillarriolichi ncco-'CER Mkinni-Daide BCCO - VAL 11W2020 11i0fil 1IM12920 Appirolim,cl Revision 2020 Mi Wridwi opera BrentLettil American Archilloctured! Sill M. Ul PE 10fil lorciv= IDM9,2020 Aptorell RonAlilloo 202(1 hill Wincov,silind Docce , 8l Still Amiel Aminflal 51swill M. Mich. 13� 11/i 11,2212020 IlUa=20 Apip-d 0 - - = 41rCidt"Poir-S,livirgin I ii Exterior Door Assemblies � L I I 11 1 S�Ssperrcr ormartmoo oth , I Category. y0ndoil (941)40i tmir�ais.2psl - CistageryiNifindows - sUbCad#aoy�HVj.ht,ISjl m7:306-i MinniracturriereAssocial j717)31T-8i uAllrol led.- Category, WIndol I OubGridehicific Fell i 385-3300 Meoi.rleotursjr�Aslloclol (717)317-9454 baltilhosiamli,vd.s.. I a) -0 0 ovirrika,ndit,afetil Eyalu atil Rel r Qfin ot L m SuIrCideptry,Sfirsilis Hung Clefirldial Method: Cadilleed. Mork Ustring iroscoroARoIndull on, ccemailhil fooll cartiflicoOlp'n Mill or Lj*o I , Cafmpljrmc,�Mofil qlartifical Mark mt-hirs ii -0 Fiel siglateri Aiichitil or's licensed Florida or �` L ��, , - % " "' I ' i,L ' , , � � , " � - , -_ - I �` ' 11, � , � , ' " - , ��, " " - 5 - " � � i� . , - �' 0 � -_, 1,,`�: _a I - I professional Evil tar L. 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Hi Resistant, P.-re Sol Product Model, Numbeir or Nam Product Discriplio n Date In HVHZ Outside Will Resistant Pressure, = dUalWAssurance A W to vad 1" Use A aproved for Use Impact Design sea A Product Modal Nuarrow or Rams Product contract lihadiationill Resistant � 185 0 LL - Si # Product Madial, Nurater or Nam, Produattiesorlpton Contract Expiration Date in HVHZ Outside HVHZ Resistant presui 2 431455M fi-t-� Mesa Impi VkV Bfil 14.N Wind.,, 07430r,025 Y. Yes Y- rVA 1 HS IMJR. and Flarl Franne, n,42 I Rai 0- 02M4t2024 No Yes Ne .5i i rw 73. 72 Inaull i i N. Yes N. +Gtl = M = M 1 a Thermal Fber-Clial and Smooth -Stair , I N.mineal dilli liquotNon-trificaclactuot; Opaque IM112022 No Yes No NIA ,,- 0 I > COMPOSitatEdge, Fiberglass Single Door X 0 D -0 2 b, Thremil Plbhar�Classjc emd'Sfinooth�st,r (InswingfOuteviling; coriNguration) Nominal still liquot;hIon-Impeolail Opaque I �JMANW No Yes NO NYA . E 2 Composite El Fibi lass $1inglabi �lirlth 0 L- w Soatil (Lo-doloulpaWril ONO U) -,.-, C) _ coofiguref.ria) U) M (a- 1E s a Thorrime-Tru Fber-Clorroloand Son6othi NpIrInsiLEgil &jUot;Nor-hnnphec%qUl OpAque, 12/3112,022 No Yes No NIA 40 M 4- FibesiolossZomposits Edge Qol Ooer Wait a . ' I �__ C__ U) < %fthoUtS,jiteites, (I nswrigIOUtialih fiq�Xyig,O)= -0 . - ocrifourl 4 d. Thernmea-Tru Fiber,ChassiQ and Sionooth-Stiour NOrnmal 7&M,C iliquotNtm-Impaistaiii Opaque 121311= No Yes No NIA Composite Edge Fiberglass Single Door a Themnal Rifier-ChalL And Sroclobi 'In n,1O,tr1,1g;Xopnrouratjl N "l g 0 spubtil.ri-Imlolotiliuci.otOplaclipa Q�5 I 12181/2622 No yes No N/A Compol Edge Filperplal Single DdI Sidaiibal (ffi&shgjO'ubsV4rll I OX6 , r I bXO , L . cohfigundio ns) 0! 5 f. Tberml Flipiar-Clessi amid Smoddi Nominatt&ji &qUQtNon_hrpsQg&qUQt.CQaqUo 12131 121722 No Yes No NIA Florida Department of Business & Professional Regulation . 11 Pel or 1 Florlde Dialgaitifientof Business I Proll Regulation L P.O. t at Florida Department of Business & Professional Regulation L Pal .fi Composite Edge Fiberglass Single Door I Building Codes -arid Standards IIN2021 Building CodesLand L Standards iii Building Codes and Standards 102021 (Ineiiiihiblitt�utswilifil Xcuirl raidon) 7 L', Thesm-ril Fibor-Clesel and Smooth-Ster Nommol Wl &iou"Non-Impi Opaque Q.rop gral Edg, Rialinglaraii g It, QoqT,-Ath 12f3l M022 No Yea No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Welde(s) 0 n.Wng/Owisliving: X�. OX or OXO ON I'll Walla 111111@1 il i 1 1 I ii,iiiiiii, i , i i I I i ! configural � I I 8 h. Thermal Fiber-'Clal andlLS-nootfi-Star Nonfinal 684i qwl mpactiSkluot Opaque 121311= No yea No NY, = l�� killillilillillillililim = ii A glff=IEB=Ii�Ill!illl I 11 ; I : I IMMIN I MEMO= WOMEMNEEMENNIMNii i : , Composits Edge Flipsergial Doubts Door Wth or Cod- -,,,]],],IV - silly log does Dot- Poinema Raw QgA Ell o Ock. 20 Detail Portion Mfg 4 . = Will vote Pwril liater Maki std��ilf,61$,tlngvfim)c)b,t3mA�gI xxot OXX0 IN- varelon Maimusawl conted Enalneirr Ill 11conse validated subraftI r6c,ihosuo,l Arri-sled JQft T Wool Macturech. Cwhopt VWIdA,d MY Validated "riltaid PSCAmil Approw Status '" vemion weituftenuirer Centel Enalneer 8 License Validated By validated Submitted TSC Approval Approved slat.. configuittioney Adiliall alegla. 9 I. Thorril FlIpp,Cleasheand $mcoth.Star Nothil Ill &quQtNOn-I rrpwAqudt,GW,Ba1I I;Zr�`IJX22 No Yes No NA AffirnKhon 2020 FGT industries, ji Ritsol Merrill KCD - Cl hillarril-Cade BCCO - VAL I Vi 11ii 11mitill Appml R-Liel 020 MI Wmd� and Dwye Ehoritatool Lult R Lcmo.t PE Selman M, Ul Pr 1,0l to�wl 1�011B,l 42114540,20 Appi Affirmal 2D20 PGT Industries Jell Retail Mlaml�Qzde BCCD - VER Miam�0aclaBi 11il 1 Itill Ill Approwd Composta Edge Fittenglass; Single Door L 1 Corsi vilihit- I I L (ol 486-Oi 00 �766) 3157�5910 caltigi windl §11 7) 365-3300 PE-1 4 �717�W4454 Phal Whl (941)480-000 (?815Y315-2590 I (Irrawho/bUsell X configured I al subc-togol rival irosolownpoemelusfifies.0 , SUacial- Motion, 051flingorikirnwid.00m subcatagaryl Mullions trolawslitMotoindustresix 10 j- Therma-Tru FillbetZhisSecard Smonth-Sto r �omiaa�'89,#tb;agod6tN(in-Impa,��uot. Glaal 12ii No, Yes, No NIA , ro-pa-inplostal calth.flon Milwircrueung , pro �, L compliance Method: Evaluation silipert kom. Ciampliaricalardill Cratiftetan Mark arLuttrig om Compol Edge FliperoareliStinglia ColoiroAh I - ' _ - "� % I , ' - 11 , L , - - - � 11 I � I I , . �� ` . � '.., , � , _'� -, M.id�R�4�t.,ioA,�hlt.dtor,kU,�tedfl�Ma L, 11 I - i -, � I � , � I � . :,1 " - I . , � I : 7 � sidalfte(Al (hoWngiJiCuiviving; =2 ox . OX0 L - I �Z 1, L? - I 'i�� __ .r � - ' _ L ". " _ I L I , � , , ,�.', �, � � , - - 1, � - L- _ , - _, L� It 1, _ _ . � -, - .17 - 11 - - j 1 ,�4 �_ , _ � � � _` L , . -, 't, �,�J,�. L ,-, _ _ I , � �, i_:.� � � , ,e, �, � r, 1, I �, , - ' : - , I � �p, _ __ � , _ , _` - � 11 " ,_, - :;, . _ � , L 1- prolossionsi Engineer �� ... ,_,:-,`,r, � , 'L ,: , ' ', ,� �,_ - , :1 'L I I �� j_"' ' 1, , -, - L I ,It I I I . �2 e_�c�',� � � I , . � � I" " ,' , L, I � , '�_" ' - 2 , � �, I - I - , � - - - I - - I �_ , , L I -:- I : '' I � � " _11�1 I , I !'�' �' I ' I . , 12 I : - I :' L- - , � , L, � - ' ' 'L 1 1 � k Thermil FbeT-Chol and Bil-roofir-Star ,configinal I NQmmaI6&M9;88quo1;NomIrl liliquot Glued 121i IN. yes No NIA �"'C"_,`_ - I -1 - _ I ,� L I I I _ -, 11 I __ � I - __ � :� ought, As-- I r - , � I - - o Acar-droruse, Ancrywyedfarlill, bull tiell I- I I I - - - V ; I I _ . . 'L I 1-1 , � - tAwkillis Jllh�J��L I . I 11 :_ � - - � , ��, - I - - I I _-, ""I'll- -1: -, I I - �' , '' : , �, __- � 1�� _� , , �___ , : I I L�, ' ', - - I 'L - - - : _ _�� L � � I 1 �, ,,_,-' ��_� L � � L' -11 - _' L- 111- - - I , , � I 1 -1 . L I :z � � _ � ,L I I 11 I I - - I I I -, - I I I I . - Cul A,-, - A - - - dforlibre - - Ammullodforli L _ indeed nosion z , Composite Edge Fiberglass Double Door wth or -Sea# �*"�-,-, P_,JA!M�l C20k�2� Pat. In HVHZ Outside itelogial P.... I Iz_ - �� I 11 I I I 1, � ;_ - I I 11 I , . , - I - � L I I - - -1 , -1 , "I I - - �- � - I am# Product Model. Numilar or Name Product Desolation C.mrad 11railralkin Chart. In HVHZ outside KVH Resistant Pressure Vdril 3khafftes (Inieviling/Outellihio,XX,ol OXXG 5 .-:e.pN-.I1j Vil M. d- I Yes Y.. Yee NIA Quill Assurance, Portrayed for Us, 9-cyad for use heall pasks, I Mufflon. Will Del an d tilindoo.19 Aluminum MmIll.re, 05(i Yet, Yes Yes WA cordloural 11i Pr,dwwAMol Numbirriar Name Product essences central g,itifietion Data I,) Outside Hadist Pressure 12 I- Therni Fiber,Clsonal Sroi,crth-Star 1 Nominal 7&#ag;0 &quor,Ncm-Imp,al Gle,ed 12i3l=22 I I MCI Yes No, NIA 2 $794 Val Murrill,- Ii 1213:14024 N. Yes Yes NIA I Composte, Edge FjborgIb5sSllngha,bo;r I (FirellimpfgUbill XcOnfigiluessinind L is I m, Thermill RbC;I_jndLSm..ih-Sb, Nernituell 740�g;b,&q�.I;Nbn-li�p�ctgqu,,L. Glell 112,31 12022 No ivIal No NYA Co'l Edge Fiberglass Sing [a Door Wth Skalnei jhsWft9aCki XO� 6X �'OXO configurations) L 14 in. Thelmnal Folef_C(assele "dLSM.th_St#r Noniti 8&4S9;Q8UqUotNon-IMpactlU:po� Gliend 12JBI ii No Yes No N/A - z Conrooeift Ed ge Rbarghteash,gle, Col Onl�W,no,fOUMW'hg�L"=I�Ur'�d'-�I 15 o. Thermal Rber�Claal and smooth -Star , 1,16rahadDMA13i SquotNohl I I lmpsd8lguct-, Gec'ed Awslili No Yes No NIA Composite Edge Filgifinglaw"ingle'Doprill ' Sidalfte(s) 0rSWn,;pOuftSiluin,g:XQ,_OX per OXO Florida Department Of Business & Professional RegUlailp real or i Fil Department of Business & Professional Regulation Page 2 d 2 Florida Diapartment of Business & Professional Regulation Pei d2 16 p. Thamnsa�jrw FlIlper-Classlic kridSmooth-Star configuratil I N.Mi�l�8U�it,;O&qu�t;No,,Jmp,ci&qL,ot: Gil Composite Ell I'lltarghess Oltublisdoorwitih of 1201 iM22 No Yea NO NJAL I I I L Building Codes, a ndL Stg� niclards, i el Building Codiedroind,Sloordards 100= Building Codes arid Standards ll INdbotifedisliter (In"inglOuts,xing; XXQr OXKO P Application Detail Product Approval Application Detail Product Approval Application Detall w configural roductApproval 17 i Tharrill Filow-Gial and Smo.th-Stair Nominal 6iiiiiii &,quotNtin-Impoctiliquill Opaque 12l 12022 Nor Yes No NIA =I!1�1! I I :11 1 1 1 1 I l i 1 1 1 1 1010111ME1.4 I 11 11111 a is offim 1 ll I 111MEIR211=1101EM ;;ii 1! ,:, al 1 asomm 1 1 ! : 1 i 1111111111IT111111111111111T il -_ I I 11111111111111M C.M(p6witer Edge Fiberglass Sing 6 Door Wth Transom (InslihinglOuts'lliling; OAQoffiguraton) ,-III= j11VjffijjN11=j=11g1::l 1 i! ; 1 i C044 1hrity or 20 '26TA. case Pending Data 16 r. Themoa-Tru Fiber-Clial alind Smootl Nomi OitiM;8 aquotNon-Impoicipiquot Opaque 1=112D22 No Yes No NIA Cod* EnM or 281 DUO age Feel Dot. 01111 Entity RNA 21111 Vato Parnell 292 Col ri tiol i gialoo.-ith .oF , zin',%iii ,4,0 i OIXO. 00 ,.x.ec'i I . IN6 WA T Voul Rai 2020 Wholournewturer Jorl Handle Ettildrig Product$, 1,,, calawl Forst wells ctpotart engineer & Wei Withered By Chad Diaroks V, Andrew To. John Southard! , PJE (9i 545,l PE-01i (152) 367-252a validated a.h.1rad Fac A.mmi &�iasai MAU ii 12"14= otmigo2l dil Rat App, M= Marill Iflemidecturier Re,Askin 2020 Alkide, coke": Panel Vyi contest RUAnoitraud.ress validated W Nick Thompson Lyndon F. Schl RE Rticin L Khfig� P.E. l330) 922-2389 Pr-43409 (Bit) 7orl vollpleded Submitted FSC Anscroldif DVW2021 02,15i 0212=021 Anti 04113WZI &I.W. Approlied TV" version Risi 2020 Manufal GAF "oneal aparl Cont Enall 9 wcqn" validated By Michloil Bush Robert Normaim Jchn W. Kno-ch. RE (400) 765�3411 Pil i 772,�224 Validated Sularinifted M Approval -5n 20 Ol 0 o9i 19si L Appow slat 12fi&202,0 Approved 1D .. Therml Filt.r-Clasisk, ardSmooth-Ster Nomjn4t8MO�8&qv�*Non7lMp,ac�&qUot; Opal Coirpoll El Riberglol Sinola,VolorWith lZa112022 No yea SubCoulgibry; SId4l 00d.w.,plk.6ruinvoi , SubCatirl Soll rilhompeoreallsboe - SutiCialsixtry, Asphalt shingles mistilatiftaficom Ij , 'bx or 6xO sithelihs(s) (I o-Anglo.tal 5i compillarl whathoi Enjorn M I. Report tons .tdl Comorem6sifillotted! Evolustlen Report from a , C(arralianprobItitiol Lielull filopol - Continuous Hal and §111 corifiguirstlorl Fol fielaishaned Architect or. Liceirsew Florida Florida R.gehrosidArghttisict.- Licensed FI.Ada Rod do R.9isterod Aro twit or a License 0 F1 odd a 20 E TWerryll Fibalf-0tol end Soiscoth,Stor Nommal Balliti livivol Impot"ItotLopaque 12131120= No yes No NIA Froressional Engine,, � Ploressionatentrel Prorcssiort'Eighricer Composthe Edi�s Fiberglass Single"Door vill - Sicolial on aviling/OutoWng; X0. Cx or,M) uii"�&� I L� - , _ ` I - . � L ,��.'' "�' ,L:� - , . I I 11 �L L I L , � - - L ,4 , . � , , , 1. � " - - '_ L,'. `,�,��':� , I - � � i - ' _ __ _ � ,L, i'L "" L'�, � - L - "I'll L'�',_�_� ,�,_,_,: I I ... r L' � , - , �L " �`�- �'__ - , , 1. � : 'Z� _ :' ' �, L' _ �_ _ _ , , .... � '. ��4�L, � -_�' - ,"L, , ,. , I I , , I �,,',��,7_____t 111_',_'� ��,,�, :�, "', �."_', �,', .��, -,., : , , L, , �_` I ,_ - - - , I - _ � � e ,; 11 1, I , , - - _ ,� _ , L I I I I . . - � -,-, - ' L . 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L -1, "I' - - 1, L I � r I I L L , I 11 I , 11 _",;,'�� ___ � L : � ,, , _ � I r . . - � ; , �, ,�,'�� " , I ,� �, - 1� '111- r"',", , - , I 'I, - , , " -, I , "I, I Continuous Head and Sit configimatioll L I _ , _ I ,- Quall slaturampor , � �, I I . Approval for Us. Afterill ter Use froval D"On - I , _ - -_ r, _ ,, L � � L " I - - oul mase,arce, L , I Agorol for. Ves Agel for live - - - - broad oess". cull Assurance Approved for Use, leberoysed for List U= 00,00 21 U. Thermar-Tou Riter-Closslo'end SMD0d1-StaF Norl Sill 8ciubtNor-tmitad8liquot Glazed CQmpol Edge Fiberglass Single Door 12ii No Yes No NJA sal Product NOW, Warier ar Name Pfoull oliaGODW central Expirdion cars In HVRr Dutsko Hl Resistant Pressure S." PrcdUct Model, Number or likinne Ri Da-10- control E,Vr.tl- [%go In HVKZ Outddo HVKZ - assistant Pressure $1.9 le,ot,d Model Number . Flem, Prnfluct D-listloo contrail aspiralloricate In HVIi outed. Resistant PraessUre with Sidelithil (ImaliMirofCufti X0, OX or Cil 1 Compkink Lispsiding liber-mill lisp all IMI12M Y. Yet Nil WA ' 1 al. &qUo"2T`k`ubl vii,ji a Sold VW 0-fif i V31 =3 No Yes. No NIA 1 GAF A.phi Rclor Sh 1.91. Floargirs. reinforced 3i b, herlinsto, d. 540b and 12/1612022 No Yes NIA ri 0antinu.us Head al Sill configurations) 2 HardIpPiturk tuipsidli libie-ment hap sitting 1mvigm Yet Yea NIA N/A 2, h &w.tAllhimare T44opi V01 or Sold Wyl Sort 17li No Yea tio WA hipfficsys lisphalt,hi.gles 1. I 22 v, Thairml Fiber-Clasisir and Sincytil Nominal 8Ma9;0AqW�Nom-IMpecfil Gloated 12ii No Y05 NO, NA t ., itouct,riCtisenorlar virdi Seakliqldill Softi Vent or Schol VWM Soft 12131002� No %. NOL WA 1, CUtropi E46 Fiberglass Sil Dopirwth 4 di's,quotrzekludi Varitor Sdid-Veryl skift 12131itii No Yes No, tUA Sidenei (harkiliffigilOUrtsliliffill OX or OXO ' L I 5 o. &c.d,Cbeft Coke,"; Soffit Varl Said Vinyl Sorel 1V31,2013 No �.o No N,A " �q 11 Cool US Head and Sill oonfigural I a L 9qu.LS.P. spvotkiuo� gait Vent ol Vtyl Borth 121l No yes N. ,WA " "i 23 w-Therml Fliger-Classic, arid Smootm,Star H6m�nai:6"$,g�,6,&qvotNo6-ImpaGttq�ot; Opaque I 1=11i No , Yes No NIA C= CkimPooths, Edge Fiberglass Door P onels with Vented " = V'dQhfW*)L(h"P`Ang�OUtSWhs >�X �6�ol C:I 24 Ix Therl Fiber-Classio and Srrip,Qth-Star corifigurattional Nominal Itilli &quot, 14cm-Impapt2hi Opaque 12jaII2022 No Yes No NIA 00 . = :;��, I Composts Edge Pitero lass Door Parels, Vol Vented " I w "M :al t.w 6610hol a , 6nSWng1Od6ong;)CkXXXol I 0 i- .= 26 FiciaZlosslowdsmooth-still configurations) NommaJ6&ei39:asqUol Gle, d No 11- . c- - = y.Tilarmol _Impacti ,a Compoodes-El FIblergleas Do,, PallsWith Vented 12JW2022 No yel NfA C-i tj =. 9, il " " adelte(s) Onswnglautswirk�:.)�y,�*yxorx)*� Florida [)apartment of Business S Professional Regulation all I .rl Florida Department of Business & Professional Regulabon Pool 1 of 1 Florida Department of Business 9 Professional Regulation Pei Oft C:11, = M Cj - -= no al 28 Thamirre-Tru loonfigurethome) 69#39�0&quo�Ngn-Im��&clu'.t�Gi�zed 'No Building Codarsiond Standards lbral Buldlog Codes and Standards 102021 Buldl ng Codes and Standards littl fill = 61. �� Lx Fiber-Classic'Ond Smpothl Noll , 11 � , CtimpOsifil RttirglassOcior'loinalsmanVandiad 12i No Y05 NA . !2 M = ,_ Sdiai (ravAngtouti ix I I � )= or xxxx ProdUctApidnoval Application Detail ProductApproilral Application Detail Product Approval Application Detail V, -= ri .= Ill = oyerhoulattol W C - ry 't I I wileasol Ill ==== 1! ; MINMEMEM -,----- asommikeammo; ii ; ; MonalmLlom me INkYWAINEENERMi ENNOMMUM112=110AWFARIMEMM MENISMINSWREENSIME-4mme I MINNEMM 27 Za. Nornmal 0811i &quzr%N*n-Innp9ct&quot,Ghl 1 Mlf= No Yes No NA Composite Edge Fiberglass Sing[. Dool W39;0 Z41 )t Z ri I" Splisliti 0 inSaingtoutsi XO. 0)( or 0)(O configunallons) I Cod. Entity or 2& 1 Dart CA, Pool Data 0044, L Enna, a 0-10 Dato Date Pending Date aj 4:6 .= . 111. = = code Call o ast. 2ft Dee Permian Dai 28 zp Thermal Fiber-Oastak, and Stac.it-Star Noll 8&l &qwtNon-I irripeacital asked 1MV2022 L No vast No NIA Tince Version illardifectuner Col Engineer, A upstart Validated W yalwal Submitted Fail: Approval Ap- Agw 71l version Molocirectureal contral Encino. & Licane, V,11,1,t,d llh� Validated Mail FacAticri Adial a" Type Va.[- ill-lbi Centel M.Alrearaucional voldal By Validated submitted PRC Appraillial Approved Istatus C, 4W w = ,69 C.mpoote Edge Fiberglass Doij,ble OpprWth W3nSkk`Ntbs,(In6iir0Outtsll b)i Rai 2OW , I rMKQ B"1141% Products L.LC , liel Edim Report Nlpftw John W. KriaswAdfi, RE 1(y0i Ol immd2o Izirr5atitsit Approl Ill 2020 L.V. Thempetcri fil i Thompson Amnlifictural I rilet.l. Curl (TAMC 0) Tony Christman Zachary R. Pill Steven 14 With. PE i 712024 Wiwi 0i I I813) 248-MO PEl 017)317�8454 12j1tiqa2o Appl Rel,lislor, ?B20 Rol Mail products Inc. Category, R.i Clark Jones James L. Buil PXQ Sl M. Ul RE C BUCK Engineering IT17� W'-8454 ORti!7/2020 09425/200 1W0412020 17JIM07LO Approved = 19 M ill it I'll 29 Thism-fiI $finwth�.tetr I I If, - j, ) I I - con lour"Llon No Yes No NJA Q.defigicil Rpollog B Widtfientry., Unkiwayments, :411) 13?4-0�" P580156 i 772-6224 .. . ker"derfolan-1 Caregol Rooll , torryo-owelulwafing-ol , 1 SubCale0ii Roci Accelsoones thal a tall .srk@fa_. Pr .31242 w `3 = .1! W 4w ep, Ricir-Clal sold Nominal 0'0 SquotNon-Impsil Gjazed Compossifil Ripargileusel D6,�Wdfi$lii 1213112022 Oomplisfinceraothrich. Evolool Report Irom a loilcorKi ficiplingAacisoactriestrat arear, Integir'lii Pon ciftne oo.jnQLayAe. - I z A= w = Sidiallitai (Iniviing101utol XO, OX a OXO Read. cial ... d .%rd,dill a LJ--d Mortle l�te,gli[,P�ll.flt,.Rck,fnQ$y�tim Cenpilaricar Modrodl Ellail Report from . do zwp = vals. P,clessionel Brain ... Compliance Mill Evaluation Relpm,from a Florlda,ReglistarsdArchital 1-1-clAorkle, Florida Rssllotansd�r'clrfieot or a Lical Finite Professional Engineer = AP 49 = 30 zd-Thermil Fiber-Clasaijoand Sirroatri-Star . W.11 mli llituol mpal Gio.ed quot I I I . 1213112022 NO Yes No NIA _r4igjlil�)�Igiigi�� ,- L � - - - , . I - - , , �',�'� ` � _, , �_ -1 �.- L ,�� , - - _ I ' - �_�, � � - �- I I .''-_-_; _LL`5,�' L� � - � , , L- _. � � - I __ 1, _LL""",,__L, :, � 'L , � -, - " -I' i " , _ Zj�, L I �': �i, � " �'It, _ __ I I - _�, - �., , ,�� Professional Engine,, , - , _,", , , , , � I I I I I �� I , , _ 'L I r I _ � - - , , - L �� I - I . I 11� 11,1- - IL _ , " I " �,�_. L = E Conti Edge Fiberglass Doulre Doorwith � � I - _�, -1, � L L - .- " . - ��,_ - , _ _ � _ - - - ,,,, - I - _ � I ' _ . L ';�711 - � L , , i . _ I -, , - I , I r, , _ � �� _ I I e:_ ,,g, I I _� L - _ . 11 -1 , , " , L ___� L ... - ,,�-_-�- ,_,. �_ -,L L L " � -,__ _,� I I � ` :1 7 ' --' � ' � - - I :1 ' ' 7 - 1-:r � ' - - 1 .1 If IskL4go At 2 " I 6 � � � � :1 I I -, I I �, , Z '� I ,_ ,::, , , . - _: - 7 1 11 L I I " , , L L L I I �1, I - , -:' - I I . I - - L f . - � z I . � I L - - , 411111 - 0 `0 SsigiSio;oLSideliles (InSWnQ1CutaWrg�0)D, � Quill Assuralifil Aco-yediji-lbal Avorl for U, hill Dilailoo ,. . - , � _ , ,� , � �, L, �, ' ' , __ il� :_'�_�� - � � L '* _ � � � - , -_ I :� : �. _ I I - I L I ,, � ". L.. I I _ _ _ - 1- .", L _ I _� �, I _ _ ��_ L I _ - � " __�� _ _, _ L" :'L - - -- _ ' . .L _ __ _: ': , -_ - � _ " r 'I,,-,,-- ' -, I- - 'L, I I I .1 - , - I 11 I I . ''I - ' L I I _ ,, _. I L I . _ 'L I ; � 11 .1 1, � I L %I &O 31 2S. Therrna-Tra FlIter-Cliesefic and Smooth -to r configuration) Nominal 7ill iliqUotNotil rrpa%�qi She Rai 121S11=2 No Yes No NfA Oresia ProdgetModed, Nurribifir lor Name Pryl D.-hathe it-harructe.plostacro.i. - 0,41de, HVHZ Resistant Pre -re r, _ L Q' ,�: � - - L , _ _ __ _�L, L ,L. ' I I 1 _ - ,� __ ___ , L' L' ' � Quietly, Assurance , 11 , .� - - , __ � , __ - - . Approvialfor Use atlyad Ict thats L� I i , � " -- I a= - I Design 92" Product Will Number or Mams I Product D ... radoo 1 Approved for Use, L. an i Approved for Use Ouffaclit HVKZ h= Resistant Design prosioun. I'll Serves Composite Edge Glazed rjbwojasa�Singlla 1 TAhl Rod Uridirlayinnert, (Hl Roati.mcarsymal for use it PSC HAII-a call Yes No NIA N/A -9-9 Product real Naeber or Harder Precept pascriall, cordial Ewinefloo Dahe 1, HVHZ outhed, hill assistant Pressure 3 3- FILAMCO &qui 10 filogioN.fil Aluminum Ridge Vents for tifted royal fabricated 12J311l No Yes No NIA UX Doervith or Wthout 1 i $ideasi ividedicithons, i TAMCQ FlatT.0011,111i ViontWilth Baft for Inis 20 ihu5tqth;r..fvvn1iIw"% baffle 0al Yet ly" NO, N,A from 0.025'Aureirl (1haWmilitChutsi OX. XO orOX0,configyrationa) 2 TAll Roof urdarhyrre,m.'tN0N4l R..t.fidist.timorLef., us. 1, FBC ficill 06120i r No Yes NA WA , inu 2 TAMCLO Seel 26 pa. OBVID/i No "Yes NA -01l jursdichoo I P, 3 TWO OT-Ridge Rol willp Baffle 26 ga:atatho roofverifilator with Integrated bank; 09"ol Yes Yet NIA NJA 4 TAMCO Round top 6fr,Rldi Vent %fih Saffiefor The 26 go. st.ticroaf-mbel hall OOMS12026 Yes Yes NIA WA Florida Departhront of Business & Profixiislonel Paguladon . I Pepsi i Florida Department of Busloosis & Professional Regulation P.O. I al Florida Department of BUSIness. 6 Professional Regulation L Psole i of 1 Florida Dbpartmont of Business and Professional Codes, Regulation Building Codes and Starad�rds till Building Codes and Standards 1(712021 Building Codes and Standards U25022 Buildin L _g and ,Standards Product Approval Application Detail - 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail , w i III!! ME= Code IVi Version , I ,Ili !all, ill i ; i al 11 III Ii, I i Manufacturer oil''! I Will WAREffiffilligaffialatilliamw 5,Nasff,Mlagt�l limmooFmillsom ffil"B"'JIMIZEN= Sol 6 Quill Endmill & Lim Wichil E, w 1111 iiiiiiiiiiijailiFM 1 I mosommoom Data calls Data Panel two Validated - s.brolittlead li Acoal A" lostwaffmovelsomm I : no= mingAmotgAmom ! C". TV., Vent- Manufacturer - - wl . Contact Eni ... & worriao Validated D, I - - Ill all,", I 1 i;: I I NNUMMINENEW go, Date Rjul Pending vallosad subirl" FBC Approval 2di larsin-lud at" mm 1 11111111111,1m; Code T-0 � i 1 i 1 1 i 1 1 1, I I I MarriLftatwirst 111111111111111111111�� I I 1: I i i i I Entity or Contact Inaineer 8, U.el Validated By Date Olde, __ Vis �Iidted SuIbmithed! MWERTMEEM Date Pending EDO Approval Dot- Approved SWU L. FL#5259-R31 L Rails 2020 19, Ltimenoto Kill Jefill Arnals, L Bacilli PE. Steven m. Urich, PF 1 1?2�920W 11a94020 iinii[2020 ding FSC Appr Rill 2020 2el Phalli Anderson Robot LAPM0 uniform Ell"ll, �Geyry.W:Wolkar TI)i 1 W212020 ' IIW2020 _ Appri Revision 2020, Global Pf6tiall Proil LLC. Tim Robinson WahsrA.-nnt Jr,, Pi John Vill Kneopill PE OW 020 091118,1420 I DBu2 1 OMW020 12MW020, Ap , ad . 0, my (D 9-1l =W-2r- Date Date PM Date Status carool Roofing (501) Ol PE-31242 (717l,3174464 1 cat.9i Itocring (4013�sruiaowi SON1406 LLC, X-200),854�0i$l Categill ShYthair . (954) 86ol PE-44167 (964) 772-6224 'Contact Sulocebal Rol Atoassorl met .1. an lijelity0lomart"orn I subcategory: RociringTilaq Rdpirvinichilifisorgioradca alubCatepil ,Storm Panels tim.mbinsonl@�;ppeiit.com _Type Version . _ Revision 2020 Manufacturer TO-LYGLAESS USA Maury.Alpert, Engineer & Licill )Lalldated By Validated JohnW . 10126ill Submitted I W22= Pendin , ARRERV EftC 1211512020 -ad-, Approved Intal pal ofthe Ral System Compiler- Istallh.d. Evalhild- Report firrol . , complIarictiMaltil Evaluation, Report from a Product E,whiation Entity in , Compliance Method: Ellialual Report from a PloridaRegistol Architect ore Licensecl Florida Category: Roofing S954233133OSrnalpe,t@p.lygl��ootn I Robertfililhaminen Knezel PE Aw=xl Florida Registered Architect or a Licion sed Florida - - _,_��,_ :' : L�� . I �, _ �-__",,__ _,_,",,_ : L �, PodoUg", , - - , , I L' I I L - ,: ., , I -, - - , � _-, ��,' L, ' - - � �, . � L- ' , ' I - L r_ -1 - �, I-- - , 7�' - , 7L ". L I I I - -_ � - - 11 I � I Professional Engineer Subcategory: Undorlayments -51 Piz q168 (954) 772-6224 111101112020 , _ lb ;OlIllijill " M Protmforal Emillniser Il , ' 'L - - - _ , , I I I - - 11 . ' - ' I - - - 2�1, __,�'�'_ _' �, _ I I _. r � __ �' I I , I _ _ _4� _ -L : � e 2,� - _ � - __' `:', I L_ ____ '_ - - z _11- _��_ L - I _ - - � 1. 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F8C,nanHVHZjurkk1Ictow I Product Approval Appi lCation Petal] Product Approval Application Destall Product Approval Application'Deta It OL 1 Polytilail Roof Underlaynents (HVHZ) Polyllilistys HVHZ roof undiarl.yrifients for usa In 195012t2N2023 judsplagAil Yes NO NIA NIA 0 < GNM=i !111 ;;; clel i : i i . ;i I 0��= i xf0M I ii i I EMEMEM 2 polyglessi Roof, Unthadayinki (rion-Hill Polyglefirs%foof I FBC UrWerlayrrentill,li Use In 11212=10231 nigni jtmisi Ms. No Yes NIA -NI Code nj�(, Version Manufacture, Ertl or Contact rog lauser & 1-fiparri validated 8V ;io Date Dal jeraggling I Na, Validated Submilthad 1`13CApparli Approve status Code MW Yorton Maropwarow oft or Contest Erialumorliji3col Validated EW PAN w 0426ftodhar Validated ,submitted H3C Anial 2" Appall zi codo Till Viersilon sialrojifeurturor 16tlty o contact Bralral A, lJoynal Validated W 20 fto Validated alubfirlited Dot. 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FC547,5� FU3495, FCB4115 Boost FraMtrig Fb*,0Ip_CoV, mector U) SQW&271 QQOSSI -SQVVSV I 20,:O�i$ FPHSW4131416.,FPH�iD341311�1,0�5K�,�FPH8034SI,�Z1,4;, -seq X Produdtft 1,Numbbiftr-N�mne Pratruint 04�orijntmri, ID, �SDMIS400 aL-0jiVs?SDWV SOL ' E70�j* Sk�rkw Dulling, Tappiro Scvws M I CW712, CW1 4, CIVISMICY. C*14� rSIO, CS18,; C620,4002� Cow straps IrLI STN22 0utdOor Afterits Hek4-146ad Washer 4 LSFC2.a tap(,425, LSFCIR,;�5, SFC225,SFC4.25, SF:Ck� Steel Framing Connettar 2 HRml HRs1!2,FF.tMFHAQr, F��,12, FHA48;FR A24�,FHXIO, MSTJ2sMST13fl, S"WRY mill 0? its) 5, _SMA��; . C6,25- MSSC2,26, idISSM-25, MSSC6 USSC4.9�, �98Q&25 �S$M,26 -'s -24, $"Lot Stue, qomisoors FJA,�FSA, 3 V$.T[Q� MPTIW, �MgTfn, SWSTV,. SIMST37, VIVIST48, HTS1q, HT8,%Q, HTM4, HTS,2111 HT_�80, HT=r- FILMSM-1913- RCKWS, REXW5.6�RCKW7A RCKW3S RCMNE0$ Rigid, Knee Wall t1brinsobr < ,.2, FRFP 'Fisk RetroIR Foundaflon Plate 4 JATA30, LSTAALST149, I_-ST 173, VrSTAA, M8TA1I2,.MS7A1 5, MSTA18, MSTA�i, MSTA� 4 7 SCB45.IiLi'�C'8445, %*47-5, SCN9.5, SCS411A.M$054SA MISCMZ5 sypas5 Fronliog Slide -Clip connector r) 3 H - GH45*, QIH *A 0 11148-6� C4444-A GHMU, G H41 r U as Girder Hanger :g _2. �7 LSTA9, L,5TAJ2, L��FA15,�LSTAI_q, L$-TA21 LSTA24, =92, 5T212 � 21145� $T2216 ftaj),s ZO m 11 (RO as) Bridykno I Fmijuot-MgWal, NunIber-or Name or,,, Aoihsa, :8� 0 -.5111 s $0 -0jjj8 j$Q -l3a:Z� SCMA 5ypags -0 8. L$UFH542�, $U�14 Corrector, SCV11" 14 �of., W�f, Irp [�oppaoo, 4 %s6A O[LaW, OL850; OLliiq, 8 L67i:i GI*,fj1i4erftPIa* Lateral -rte P�ata 2 1145"20HS 20,g* High Qr6noth T-A* Platt 10 WQ'O�Z5, WJCI 0,25 Steel Joist Connectors S bt-JYMV 2, 01�LT61 2� GLIIT�1&, i� RL16116; GLIDT&�Q LT OB 50 Glularpb�Ak, Pk* 9, 8 I_TS12,Lfstl� LT8.19, I:T= LghtTNAst.erape, 64 3 4 ASwti) 11 sstwls Bypass FramRing Slide�Qlfp ftut Oonrectr 0 C5 t HGt,1BhH(3LI3A, fi%eU, HGQ30 Hsavyl�lularri BearinaPlote, JV§,TA30, W, &�V, ST021% 571522+ -�Tq, �STI 2, ST1§, $T2,Z USTUB, MST =-� IVISTQ,�52, _-�opv mil (I 6�ga), ASHP Hrna# lIts Oporeotor 12 XL,5HMW4%,XI0l_f&RT414 #14-14 �"rS-Orjqe Prill[TIV, Tapping 7 07,?, 1407�t, HOT-4, Heavy,51,dtriledown, 10 MOTWS, MdT&4� , 01WO Straps 86-mg, (t4 0� $VO4 W 'a uni�ersaj roundalloh Plate, 11 VT$�'2, YT916r, MTOIA�, M%t(). MTS� WA24q; MTSSOC -Lot, 13 X01SI01 6, X01 5,1018-41K, XQIS1114_ XQ4 81'�l 445K, XQ`76S1 224, )�41951224-3R, 01 " S. 412-14. -an d Al 2-24'-ftongt) rive X Meta I Sel?-DrIllIng, 0 UPFP UniNfersa.1 Reectit Holun Atom Plato- 12 SIB3.12, SM.66, 61133.62j. S1 B4.00, 1;S4;T0, Top F�Jahge 4jqistIq4rgsrs 5M )e34B1010-.,5K,, Tapwing _130evrp -SM-41Z _11�B4,28, SIBS,W Top PrdijUjot."o al. Nuntborgr1kaps Pmduct Description Z VOA4. 10114,6113A41 61,14- 1 ET -HP -AdheWe Puiphor, for concrete, z 14 VHTA HuMcafteIT10 2. GAC G DP, GDPM-W, GOPM--745, JQDPWI(10. GOP,% QW-50�'GW,7F03M 00, GTH Oas-sptUaled 14stahersand a;isembiles 15 MAD108, SH01 08. SJHD46S� SYHQI!�13 3 ' PDPA, PDPAA,PDPAM0, POPAT, FIDPAT�K 0",'M ".P,-PINWP-W, P0PAVW, and asswr�4505 10 OH bU,4� QM�, $,M QU� Sy H Q U I I POPAWL-W, It0V4jP0VL2-K P'd(bPA,,PFP�LDPA, PTRH��O,PTRHA4 I)r -SMdT,.siHjUT 4 -SET--,-30 Ad4e&1sArtv.hbrfbrz.6noitfte SHEET NO. May 27, 2022 PA 1,2 -.-.j N C/) Co O U MIAMI, ` Alu{+QY4�4:71:, ^�^`` Q � _0 W CL O O ODUC COMOL ECTION DEPART NT OF BEO[JLATORY AND E%:Oi4OMC RESOURCES {RER) 11805 SW26 Street, Room 208 Cast +Cre�g USA. LLC Csks-Crefns USA. LLC Cast-oQ ete USA. i.LC CD CD O 0- co - 4-AND CODS ADMINIS'TRA TYON DIVISION Miami, Korida 33175-2474 (s) i5.25 i s t5 2599 >r E OI�ACCEPTANCE: EV>tDENCE SU811�+ILr'T'ED C Nr E OF ACCETANC>: ENE s TED XMCE ACCEPTANCE: EVIDENCEUlcrTTED ' — ++ cj) ty CM U -.-, cn -- c cv i sdade N T109 OF ACC'TA: CIR OA n� > E SUBMITTED UNDER PREVIOUS APPROVAL 005.0 �, EViDENC �UI3 _ ?�. EVIIlE1�TCl� SUSMTITED UNDER PREVI(iU.S APPRf)�VAL � 12 0?,09:12 _ S. EVIDENCE SUBMITTED UNDER. PREVi[1�U5 APPROVAL 14.0903.03 -a O —L L_ N Catst-Crete Y9'8'A, LLC 6324 County Road 579 A� DRAWINGS " A. DRAWINGS A. DRAWINGS 0 � = O � O LL �ner Fl lido �3ss +# � ,, l b t .. sheet l tr 1 titled "Precast rrrrd Prestressed Lrnte eta is 1 1. Drawtn 1Vo, FD46 2, I _ �' � . GS :- , : ,#,� . y p},, e j ey 7 r tlr e t ,y, v ,f�l"yy,ry„IYQ.'9,`Ll,`6'd "Precast ix»'1'4! Pst,`c� GTt 6. Details r.. �t "'$. i yry y�/ ]ry,y �y y,,,,j �j �^ �,# 7 rrC= _ ; 1J"pii'si✓"Y^�er".1 .t.FV'Gi P!'":'sitl$.G'r+'.d 3.srsi6etIE."tRii` .� sheet:'j — � .✓}..d Co ,: _ .-. _. :w arrt dated lrrreh arid 13ratrtg Nt?. L4G12 titled prepared b9a Cratgl'' rtv„P�, g 1 prepared Craig P.:li: dated 1V4rrrclr 242003 and ,l.�rawz�r Ns�. Parrino, r + ;d.. L? .-. ✓ �� ar I dated �I �2�/03 D�rrriwrn a LT' 1Z titled "Cast -Crete 4" c�c 12 ate � andDrawing dY y`� , O tom.. � O > Cb . Cast -Crete 4 , 6 roc 1, Lrnt€l Safe Load Tables", sheets I through 3 ctf3£ Prepare ° - rf _ �, ,� „ .. - „ :., LT4612, titled Cast Crete 4 , 6 & 12 Lintel Safe Load Tables". sheets 1 � . - r, . Lintel Safe Load Tables sheets l through 3 o 3, lust revision dated 06112114, all � O - L O s {flA is be issued ut�der;ikte cable e d ins s n .: '. �1 _ .. rUl s an.. _ cue : th u f c©n cn matenals aPP �� g i�ng stniiutt r 82.3 both last tsrorz #1 dated A 1;2 DO b F.E. rc 2 ,� 3 as rev...... r Parrmra datedMtr 4 1J0 .. Craig # Px �.. _ t: 24 20 3 st thrall 3 0 3 re tired b Craig Parrino, P,E„ dtttod :?l�tar h . � � 1 la . � tired. i ed and sealed b Crat P�trrant� ..,� an Q13/.1 ��1 �. --to O c0 � `+- Q. Thu durnentatton submitted has been reviewed and accepted by Ivlxanat-Iar; County wit Product _Control` e ed b Crai Parr n P..E, r awg shed ands. �r! g r . ;. .. revision d�rt+ed March l i, .2008, till signed and sealed 1Sy'CrargParrrna, €' 1> , r r1 � R3 -F-, I— fn Q 'Section try a used in Miami Dade Cairn and other areas wberb a lowM by the Authority` Having:�diction B. TES �,S Mares Z2, 2t? 12< R. TESTS (A�;. 1. Test report an fle�wal testirrgon 4 ", 6" & 12"Precast Concrete Lintels Filled and B TESTS 1, None: This- NQA ;shall not b valid after tire' expiration date ted 1 w TheMiami-Dade," Cry d u rstated below, only Pro a Control re 1" rr el s ecitna rs per AST' ' E 529 9A, prepared Unfilled 7liodels, total of (13�} concrete t t , p , p .,� P C. CALCULATIONS Won Miami lade County)and/or the AU l in areas other Miami de Co resery right haveLaboratories, .. tliari r,�a. uxtty) � e � t to -1 I e ort No. 30464 ated 04110103 signed by �,1tPlred°Reser�t'ch ..P d' , .Non _ Calclattorts, fc�r Cast -Crete Lintels, .te�X 081.13�1,ZQ14, Pages .14.,�fl1 through J�'.23 this product or rnataial tested for quality assurance purpose . If this product or material Fads perform to the seatedby Christopher A.1lamon, P.E. C. CALCULATIONS , prepared by Craig Parrinp, P.E, signed and sealed by Craig Parrino, P.E accepted manner, the manufacturer will incur the use of such testing and the AM may immediately revoke, 1.. None.: modify, or suspend the we of such product or material Within their jurisdactioir. DER reserves t xigFst tta �oku CALCULATIONS , . S CE �:.: QUALM ASSURANCE ., f , , .. ..- tilt C . k5 ,. �, acce . � it duturrttrrtuted b MiamiDade Co:. !'rode Can%1 Section that t11� product .ar material y d' l ? .. . ; - ,.. .:.. .. - r, prepared b Craig � e rued 0 l29103 20 er ire tzr r �., �' lculatrvns yr .Cast Grate � is d _ ,� rx . .� Pa , t� P �' g g D. QUALITY ASSURANCE 1. B rams -Dade County Department of Regulatory and Econoinac Resources y fain to meet the requirements of the applicable building aide: Parritrc�,1'. �, sig�teraattd sealed by Craig-Parrino, .� E: 1 By !1 amiDade County Department of Permitting, AWvirvnment and Regulatory Affairs. : ,. 'Ms; product is approved as described ham, and bas been designed to comply with the High Velocity Hurricane rr Cost -Crete Lintels dated 05129103;140 pages, r ed b . -Gros Calculationsf _ F R' P y g Parrino, P.E.,, s gnedand sealed by Craig Parrino, P E, E. MATERIAL CERTIFICATIONS "' E. 1±vIATER>tAZ, CERTIFICATIONS 1. ,, ,done. Zone of'the Florida Building Cade: I None.. DE CR1 mom (CasVCrete) 4 , 6* & 12-10figh StmgthPrecast and Prestressed Concrete L,iiateis D. MATERIAL CERTIFICATION F. OTHER r, _ ,, n ,F�►P�VAL T#t)tcUMEI�'T. Drawing Na. FD46I2, tolled � �� Passed r:.��r r�l� , shot ! of 1, _ tide Prer: ' t rate s r d l re on M 1 .�. Quality stern Marrursl ar Ct7st Crete Machine : ,. as L by � � . � .f F. OTHER ?� 1. Letter _ om Cast=Crete �rf Inc.,ated 115/15112{l14 signed arrrl ,reeled b Crcri g �' � Y prepare- . day Craig Patrtiia �',�,�. T�h 24r, 2t103 and Drawing, No. Lgl"4b12, tatted ..Cast Cry rl 6 & 12 00p 2 ,� - i seaaled 1. Leiter Cast Crete Ccr : _ irratty dated 1�'ebt 03, 201 , s rt�d � � � .. :. . Parrino, . P certifying c . ltaric with h+ rr a .11urltla� CQrI' 2014 Edition. a rr+, ,.�',o t d �' p + Sa'�l'. Load Tables", sheets � through � of 3, prepared by Craig Parrino, P.li., dated �h �, �� last t rete It _ , stem Mariur.tl r Prestressed Proa'uc^ts e+ 0Florida�,'i}`il "�' �'LiS- �� .. by Craig Parrzraa, P: E:, ca.7'lifyrng compliance, with isle FlBuilding Code, 2,010 revision dated June 12, 201: , all signed and sealed by Craig Parrino, P.E.; on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## I7-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance nurriber and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 08-0320.09° A. DRAWINGS date by the Mlatoi-fade County Product Control Section, A. DRAWINGS d, EVIDENCE SIJB T` ED UNDER PREVIOUS APPROVAL # 1 -0 2LO7 1 .Non MISSILE bVACT Ri14►TMG.- Large and Small N1'iasile Impact Resistant L 1lranerltg No. FD4612, titled "Precast and Prestressed Lintel Detratl$` sheet I rr, f 1. A. DRAWINGS S LABELING: Each lintel shall beau a permanent with the m acturees name or1 o and theMiami-Dade peen anuf am logo prepare ky Craig Parrmv, P.E., dated arch 24, 2003 and Drawing No. LT 461�} tFtterl 1 more. B. TESTS County logo.Cram "Cast -Crete 4"', 6" & 12" Lintel Safe Z,caclTcebles'� .resets I tbrattglr 3 0,f J. prepared lr 1. 1Vean. CraigParrino,„ll., dotedlareh 24, 2003, last.revFsiciit dated �b 11, 200g TESTIS RENEWAL ofthas NOA shall be -considered aft a renowal application has, been 2t%d'and there has been no 1`. None.1. CALCULATIONS change in the applicable building aide aegativuly affecting the performance of this product. B. TESTS None. TERM NATION of this NOA. will omur after the expiration date or if the has been a revision or change in the 1. Nona C. CALCULATION matcrjals, use, and/or manufacture of the product or process. misuse of this NOA as an endorsement of any C. CALCULATIONS L Noire. D. QUALITY ASSURANCE 1. By Midmi-,made County Department of Aegutatory and D'conotnio Resourcesany product, for seer., advertising orany other, purposes shall automatically terminate ,this NOA. Failure to comply with 1, None scion of'this NOA s ll be cause for terminat on and removal of NOA. D. QUALIT'Y ASSURANCE E. MATERIAL CERTIFICATIONS ,A,DVERTI8EtW1ENT. The NOA number preceded by the words Miami -!lade County,. Florida, and followed by V. QUALITY ASSURANCE I 11 tr m-Dade Count Department o 11e :: r�tv arrrt Eet?tavrtric Resources �' � p . � rY � 1, llorre tl , iration data maybe displayed its advertisin litera um. If an rt nn of the NOA is 4i l e then it shall y1' po y i ' " i D Coon Building . Code Compliance e 1 ant uric be done in its entirety. R. MATERIAL CERTIIIr`ICATIONS F. OTHER it -. , i INSPECTION: A cagy of`tliis ensue Tif)A- shall be provided tt.�ti,e user by tfic manufacttuer or its distributors and E. MATERIAL RIAL CERTIF14CATIONSS 1. Diane. _ .. : . 1. Compliance Letter with the Flom Building Code, 201? �dittvn, issued by Casty shall be available for inspection at the job site at the request of the Building Octal: 1 None. Crete USA Inc., dated 08108117, signed & sealed by Craig Parrino, AE. This NOA reviso NOA # 1 01 0.1.4 and consists.ofthis page 1,, evidence submitted pages E-1, E-2,. E-3, E-4 and L-5 as well as approval document mentioned above, The submitted documentation was reviewed by Ilelimy A. Makar, P..E., M.S. elmy A. M r, PX,11 S* Pro uct Control Section Supervisor elmy A, �kar, P,E. .�. Pro ntre"ol on SSupery er e y A. Makar, P.K, S. froduet Ccutrol ection. 5u,perosor � p NOA 1�-38'?eU-{f�rii3Fx� ��l�3Md1 ii4.. �'{1 il6��k�5' (spec NL.A$!�YR RV-[�6�1t �� NOA 140, ZU-�i63'+}.15 � Hr!` Expiration Date: 00/1W023 Expiration Date: 01/1112t P iration slate: 09111M23 Expiration .Date: 09111/2023 � o o Approval Date: 08120/2020 Approval Dam 08120/2020 Approval Dam 08/20/2020 Approval Date: 08/2Qt=0 Pagel R—I E-2 E-3 L > CY] f!Y C LL a CO w N N CU G w C= CJ . Y L CI W .da W CL a Cast,Crete TISA, I.IaC Cis#Crete USA, LLC a NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF A ECEETANCE:EVIDENCE SlaMTAID 0 7. EVIDENCE SUBA I IED UNDER PREVIOUS APPROVAL, # 18.0424.0 9:. NEW EVIDENCE SU VATTED A. DRAGS - A DRAWINGS 1. None. 1. Norse. B. TESTS B, TESTS � /� V 1. Wone. 1. Mate:, C. CALCULATIONS C. CALCULATIONS (D 1. Name. 1: None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1, By Aftni-:Dade Cowz y Departs of Regulatoyy and Economic Resources ( It, 1. By i i-Dade County Department of itegulatory and Economic . sources (M), E.- MATERIAL :C'RT,IP`ICAT'TONS E; MATERIAL CERTIFICATIONS L Nbn& t None F. OTHER IF. OTHER 1., Compliance Letter with the Florida Building Cade, 017 44!tipn, issued by Cast- L Compliance .Letter with the: Florida Building Code, 2017 E' oA issued by Ca* z (n Crete USA, Inc., load 081007, .signed sealed by Craig Parrino, AE, Crete: USA, Ina, dated 081081'1Z signed & sealed by Craig Parrino, P: E 8. EVIDENCE SUBMITTED UNDER P3tE VI€IUS APFRt}VAI� # i9-t113(i.l 2 Compliance Letter with theFlorida Building Coda, 2020 Edition, issued by Cast- Cast - A.. DRAGS Crete,IISA, 1rac, dated 06rr11120 signed &sealed by Clriig Parrino, P.E.Co 0 1. Drawing No F`D461�2, titled`'gPrecastc dPr�estressedLintel Details", sheet i of � C:)- 1, ,prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. CDL LT4612, titled 'C— Crete 4 ", 611 & 12 3A Lintel Safe .Load Fables'; .sheets 1 O < through 3 of 3; prepared by Craig Parrino, AE., .betted March, 24, 2003, last � -r.-+ revision dated June 12, 2014, all signed and sealed by Craig Partin, F. R, on 0 January 22. 201A � =3 II. TESTS 70 1. None;O L C. CALCULATIONS 1. Nolte,. 0 D. QUALITY A89URANCE L)m C) L By lyliamof R i-Dade County Depwftent egulrttory and 4'conomio Resources (RER).- E. MAT19RIAL CERTIFICATIONS` =:3 < .1. None: F. OTHER 1. Article of Conversion far a manse change. O i ill e my A. Ma ka ,. k.f r., TfwS.S, ileimy A. r, ,P E., A". Product Control Section Supervisor Product ntrdl Sectioti`Sttpervisot z J NOA No.2M630.15 NOA No. 20-0630.15 Z Expiration Hate: 09111/2023 Expiration Date, 09110023 < Approv,st Date. 08/2012020 ApprovAl.Date; 081,012i}2tt -� R_ 4 SHEET NO. May 27, 2022 A 1. 4 CD Cn -00 > c- 2 _0 0 2 (D ECO 114 11 L co 0 I ILI ECO It =T1 7L 0 1-ESTftP_0kT5 IL MAUMI CEARAGIIERISTI -SPIE-11 IL NSIAWAT-ION: Q) EIT (D TILLIT11E IN14 & ENGINE9011111113 COMPASY' TESTING I EMOV9114ING COMPANY I end: natellatiqn,ahW1 be perlowTitedstrictlY inlaixorClbn6b with doWts indicated on: Leta hiltsile fimpol joad totts'Were'Oeftmad u.nd1arPmtoocl* TAS: aoriers Co mponero wlcat$16 Let, adlett$�Wreporfbhmed uh dot SST0l2,-99,ttAnEtgtd as C/) -t- Pet�Saoti)Qjj j_,600.f.,2,ofth `JOR'da a nq Code bh1form'Lstatlialo4dr. Ea.), dr4 sheets 3th - a. L 12 WATTRR A, MMMij�K Notes ;IWACTEEA T1tZ1T,4L_rK___ psper 1,8 of L 1 &',,Of Sadoh ltl20 ofth).eFloilda Building cad Ufti r_ tj lo a f2t, , ort �rep' _)jjbt. MinjMUr Product Evelpoffion. Dbourneint,'(P.E�0j, asper,TALS202-ProtdcoL Tfttm#oLttsprepaToOhyHutifG�ne-Enlgiiieeelng& N0.20476.A�Rbhorspe" ir atod by American Tesiting drawing No. ii m.�$eparatjoo w6jas-o shelt bt� as Indicated on '1� 201' 20,3,i%sW, e- fo rnsta 0 so haafrl,'24rid'22 q , _: EY UjILT Section *b9A-3I poiASTM 154%, Tast r4p ts -10 0 6116risshAllbsesind(bat On* CD -0 ant (P hoab� 1, 7 an, 21 of �ah Of E 4 4, b414.01 41dow-03-1 1(02 wttnassed �by, Willem shoat$�3,6,1'3j 1A moot ate d 0911 oil owl 16� of Pruoutt av's, nocum 16,1 iahol kor"I $,of Prod Litt Eye luatton TaV X4);dr4M"tTNtx!04 I O,E�andft pdrf, (P.L111 :dtawl No.20-11r%' C) 0 date d 60120112961 all ftes Signed and s4alod 4y Hoctor Im,'Modibmt, F&PORT NW: 20-0727.01 . ...... 0 "at, d 0 A T i 2 6,� andoogle4by,Edrrupdo 2 dated 0411,811!308� and :7. d H #2120 dated 10/0 00 No. QATI* July 27, 2CQX T U -6/1448w,10990d b�,Gilbiart Diamond, FiE,And Re , OL on ad"' and "ofoo,ty �dmijndo Lotaospada, L Soap load n lai'Pl`6100 1-4 CIO CIO RE 4041128.01 Bull Test J� best Wyjtj *oc 0 CU 0 > R'E� And Honly*ftam, A I a sin oto, -In.oO rn p 46 ri ce wilbi 00 no rat N ote% No� 1, a, th rb 14, i nd I cated PRODUCT CATEGORY:- �soufiors in epERt $hall h eat 11,and 210 1#,�o E.D July gk 2020, foated -0 E 0 0 DATE, stell of'26, As wall #,I thro 4:and It I'thru 161 Ind R 1,111.01�10 do sh ton boo 'j�i,dra_inONO� Met W Maroh I W D.) T At , V -197 W Y � �E. Tensile test'reMdfNo.VCM allorglipal, Inr,,, dated, 3,20 on, sheet 21 Or 2 on, a 20 (n CD 0 of Produlot 06cuint tfikE 40 W, *20 6 PROUCt SUR-CATF-01)", SlormPolools 4IIIIIIIF 02 ca PRODUCT, CATEGORY: V101tom Signed and seated by Fhank Orate, P.E. Pimpaited and so so byWW" r 0 P."I�- 14hailia last t6obit INo GCM �190.11YQQ Aletollurgkol, I no, dated Match 13,� 2000 cif[datl6ris sholl be oa� Indicated T heat I of I a, of P PRODUCT NAME; 2 Aqqhbr ape duct Co 4 1bAdE,0ALVANl[Z8lD ST _jEL,STQf1M, 'A, PIE, ag� 'M , 4Y IJ4 inStelltd *bin Hir �IT AST gnad,abd �*wt #d 6_� Orank. Grat St to r F-4arid'Tenslie TO _V14 tion DOW _ - . = 12RODUCt tua-CATWORY, StOmt, Parals TZ Ptbdua To HURRICANE ZtNEIS a FANOL E At (F.E�Q.), &a*no N6.2047& U) sJon0d 'On-20 084a Steel StOrinftnal-br maximum panel iongth vs. dealary deflne0op,sadton !=,2-olftha Flarido Bvilding Code. and SW try, Jit, jotanRA1-P_ as porAs_T�'EI-A. 20, GAGE GAILVANMEDSTEEL ST09M PANEL Wind load, As walfas ma0riumahchor zipaoirigvs, ElesignLivird load oh4. panel -NIANUFACTURJER: ed,6y,4j length basad'ori raffonal'Land comparative apbly4fs, and fractordon0a With Pro orete, concrete blookand tootiorr 16,110 of the Florida BtjlJdl"g'CQde. Call oplotlons prepare Inc., a rro stru MANUFAdtl.IRER: ioui�lsball 4$00S'W, $jS f �dbyT wood t *ros. Florida 0314 dated 111,03108 and 03112115, stgnedand sealed b tltft� dr�_P- , t� Davis '06124 Qage GAIVAniz -Stoe' anelformaxiMunTp4n6je, 'via.degiftln &thru 14, Indicated y Welter A. T' 'Ad -4;Oto 1 dVad a$,`maXjtRUML Win I atibbotspading design wi " load and Robot *ftShead I of l8of P jorigfhbas", on thit w todw - dt Eyo!otlon Dodumon't PZ,.D).Vr4Wfng *1,46-115 loparoghc , Ith prop I- A I I I A 'ril^ ooaied 4,ywellou ared'by 111teop" rio� signed and'seafed �V p1tor -A. "l1t,,ji._P1, RPOSIE,, V W 3.1 MISAILE IMPACT RULSUNCE. ft'ductevoluation Reporrpr k soctWn 1604 of 11*, -�Iorlda Ze(iculations, Riv - ed byTilte , . t t -A Tfi- _'is jP -par m undw-soction 1626-ofther Florida Bulldirig'Codo,,sopor voldetion Repo, A, T1111t,jr,i, PA. f$ystom rM roduilt rflssQed by Walte r viston), at 'goeto bY'Waltar 7.2,Product sh6h,notbo Inslalled-Wthin HIGH VELOCITY HURRiGARE, ZONES issued by Walter A, fill It, Jr., PZ. (Sys a 0 teM (ibrthists EveluatiiiriRop rt TAIS1,241 Pfoibcd. UL gnod�andi d 10 # 1,000to4ho; 6110ball Pr6teatfolo Pr 4UOU, LLC� RuleiCITOplier t 6, je-04; 9 ttl Prod 4i, ll..Lt�, Rule Cfiaptor�Nq. 41, 4"jO,3" M#thod 6 th'Ie Florld[a Qqj�izfrtment of RusIn4sA.4nd $10ZO-31 Method looftbv Flbeldit DePartinint df Ellusjrooes �and TRESI NCE, Protossipow Regulation, _4W 1*D Reoulatioij, ',�Mm ?��5, PrOdijct shall an y balh Iled in pourtoo6norato con atle all AWAO 20- 03kgo Otlyiniz-60, Stoat StorM Panel has boon Verified to.sustaln wind A $ILE I I sia bloc)(, d 'MVM panel tongithr'SiT4 "b6asindidd L ted,66 Sheets -% 10, 14,l,$ ;V Larqo�mjss 4aea4dobi 1609-A of�thaflonda, Sul" This prpdqctjs-bo)n§ ftsijed'an Ewdustlen.1kep , �Igg S od preSjUtos� Ma d 7 A been �artf and has �$Srbl2 tai4ard and "11201 wo fremb 9ftclums. led i, a, ord�,jn Is. I R. 25 and-26,af 20of Pradodt'Evaluarlon istraw,100 No; n or, W, Ahi2,02'rtoV bri of the ,*S L '_ " wkh -0 onth 50 This P7 10-176,., M0X,1nRVrh Ahohor $pia Ing She sh#otsa, Gli 10, !1 _ �A Florlds BuIlding Code, andtove 11ylb hepiroductisforlhepurposetntended Product E'valualton Report p Llpen&ia ')'osr I V Vlaridt a e 1100 at, IndieatodOn ri,ipgrad 4y ftl[Wrk T111t, Jr*, PIE, tF at le, t 20 - P Ta�Uct$VajU*tjonL W Ift (Flonda CA-W0071�), �14,16,17i 10, % 25:arid,26 of ;,�q. of vw _�n Atleast equivalent to that re ulrodbytheCoO No'. 4416�� P�OSldentof is orom no Na. =,I m 24,G& e t'; izea Steel Storm,paneffTaS h#8jj,VarIffa0,t "SU toln W[ d This ROpitirt4hati 6a subf6d, to this Product Evaluation,11aportshall! be saWoottoreviewand revision in cow Of 0 S review and revision iIi cass of 11,16IIVAII I A�l ated,ort 4bootit $;'Q, a Sulidling'Cod(i change that may,, aff6p , , , rid", a BuidIng 0,qde change pressures, MakimItual panel lepor, o all yu fig shpj&A # Its'llailtatibris and do' wis that mey afrect its limitations -and comolitlon& 4,,M lk, Tki,21, I I I I ' I I Docurrierif l4oiIII-4 Mo 'I it tiERI'thatlbepowforM ea 11and It of 111 of Prda(k EV,014illon _0 .......... ad strictly in accordance with dettilaindir, too 6h mium hal be 0 in io4lad on shboti 6 10 141, RMITTEO! d EvoluatiortDocutnerk 111,ITP AT11110IN 2. 9=0 "C Off TED �V �Z. EeL nium Separation to Qlj a as o8M _MW WuMlon go* AjAi DL,draWlT1gl'No.2O- " , -tam 'Vol� * " - 10IN DQI eaft athni 1, fhro 20,201, 24,and,20 of �0� of Prpdu _a,$ Shat, b' R#IPbkT,:U, 7 I �p EVALUATION _�24 Paqo�'G8tV0njZ$d Steel Storm Panel has b n VeNtled Or�2W!rtONO.',20-1'rO,tiftd*gOj346EiOALVA14I osT F Ind1*00 Ott sheets 8, 14,16,25 and 26'of 96, of0rodad Evaluation Document worites anon-porowplorm shutter asserriblyas poI?4V Standard. Vvhnu� 4 Ize rzr;LsToRmPAN L WE , 0). droWing 111% 20-17,41. ,opets 1,1(hrv,26 Of 26 prepared byTilteco, Ift; Signed and swaled by W�Itdr'A'. 4L PQW L ALIOE A, RA, "N"; - 0 IEVAUotion Ile rt.. �0� ?,A T144 S x t!449, - 4 944 0 A OW ;.� /� -?I, A 67 :;7 1vu, 144 j1tj'7' I to �t� X T Y71 lAt 0 0:55 N.W. _1ftStwet,$uft%r�,, Miami 0,15iMW., IftStmet, Aoft 3al,,50 11 11 00) 911, w 0jEQffSM_EQLj=LAR 1jFF_ SAEM EO-MLEANW BIN IN Chn THAT MmuV7 -MW. QR FACCAW cONOWE pmetllk Iinm;oq OR W= wam OE twND w Tftt ..jhkkIW/IO. 2 W/19, SW/10. 4W/10. MR 20 M WAMLAVOIL15"M ="W n ANI I I�Z7,lr TO W04 THE 00 STRUCTUK 00" WW PANIM -V'5W/10, SW111 & 7W/11 ONA NE . Z;j 1, n!� PANEL SW" ON VA P"W EVALOATION VC04ug Ozo amEN vMMEO FOR coitin.AARM IN R. 1); 0 VAMR0 MKI�111�A,1141"W , W4Tt+---- M tOW00 Or 7OM nORIDA WWI" , - I � V -7 ANQHOft FOR C(MWE so sc"Ook" am SREM a 0-- (c) a M gaggutr WFECTAIr "'ta ". A, X-4 TAPOON ""Oft AS wr� "NO LANZ SHAt BE OV"INED 0$ PER SECTION 1M OF THE A$0W WNM;W COM r" wow SEE swrcmis ON *Uls, 10 11 MMI. =00 4 9MUMV 4T�014 WMW = lKiltm" WU W WAUM ANO - 14-10 PANOWt tOA" IQ PAWMATE Ptu$ ANQjQM AS MORIFAMAW Wf aW ORNWMtMN It IN. PO,,, OiNEAMMI, A 0AWT-16AND, mul omm Tw *)Wt* (4s&) t�4 OMION PIONSURE PAT94CS #0tVW 04 SKUM 7 RM 12� t4� 11% 16, It JW*!4rW5WPDM0XM AS 0WRIMM W A(J, PO* %ZftW, VW & SPEOKTY VO. ROW RkK C%j wtoom sm zr','rz Awx -W.N, ".M . WIN, I.,. 'EN, C,I) UN",OWAOM AUCMAMN IWO WOOD Of IAPCW ANtWO $1,44L W I Ile AM,2- ELCO PMOALIw PWS 0 CO*'AW INW W/ NAY M 11. 14, jAI IS. It IR go, AW P*00" PA441 a J-1 0 To "0' on" "0 teAn$ or WXjKT" ji'ft Lay 0,$ V4 VW To 4E� RW V "'61 OMIRN ON !AM RANn. MOO t4l *= z TfP. NOT ft'P '4011F rw� OCTAK Ik ORObt-W VERIFY TKT AWOM'M Tft P10 AS TWED ft -SffMM A 4S IV& 101Aft so IIAIN"M LOW DO PARV EN.. if I Oft,10AW WS Sa, UM 414 174OR AMYS& Pg� VAMG. 141 WOOO WS 0Wt OUMOWID IN O.-Ap aw, _J�M A VMIR NZ,,r- Ulm, 480 44,W C-3)"RINARiM EW OISTNIOC OF LAG WKWS, ATO W= WAkL ft Am MD"#15 ffi'Ma OROW C%4 STORII PAWS AKW" ftfk AIII-XI AW6 W04 ROMIANM "4 OEM VW OCAV ----------------- TOE, Am%% NEIRIONER CW A im, ORWXt " Sm"14526 OF PV'WNNOtNE r"WiW" a IWM,*, PEPMS lim,_ �50, 9&_670 An CA) MwW1 OR WSKINi S*Li, BE ItW, 1/4' 10-21) SCRM RSM Wa K I ijr ONO WWOWO LA& ft�'*OWO #200 * OVU, A% PROTOCOLS �TAS-201, TAS'�= ANDTAS-M, $WULD i. MNWU4 MR w4us *N NO slwm� C! K LOW 00j", 101 WIAW ?K," IRRUMIRE aD#w1%1CR ON" CD 41. = 2- XL Aumwm "esoim Vo K 603�-% x1or Aw -WWOR, (4� ON"St NOOM). Six s4a7 2� ==11AISM AS MOR00 w t1i), 0-,P &'C,,4) cj c2 7=04= " uIm, Or saw$ IORwA, REPM #02M01-00, A5 M US UI, 1AS 202 MD IN CAM "O.W" VOINE, I* PRECAST CONCAM PANa�S. VCKCO OR ftW WA$= OF FOWD 00 THE MTM L 1 XL MAW" SKEV UVAL USM AT CLOWW %-AL HAVE 9LOY (0) WAiORS SK41,SE 041ALaO P011OMWALL OF THE REOWWRIMIONS ANO VE01*%I49 Or THE ~S W#VMVikCR '19r - M IL3 -Tiw PAREL$ *&a co It"" 6) EXCEPT 1441 WAOM IVA* ",LL NW W 0SM, W 4 A4,L sYML SHW W mra. ART" A-W OpAbr, -me WNIMLW� &-SO "SIE aw LP Oc LL. M 1� b, PANW MAY AW K IWALLED NOVOWALLITOIJOWM 0WALLARON IRDAU %40W ON SECtION 3 loffWw to (SHeEm 4 -, I I - I - "" X,2 (SEE AS jar- APPuCAWE) C-4 304 OR;3�14 AN smn_00 WRMwN RuRVANt cwm cAms sral As I'm i f A, AU SIRM" TO 094TWLES$,%M 9, n- ($W SECTIONS ASAPFIL08W, yto AWT 18C �M%m to THE WWA SHUTTER is TO SE I's w 41, NNW To &� A , 1'r. W, WD -RENOw -0 " ko 10mw %Raqm A Vw', CMLK, W/ nwo* wko-.S� mm SHALL ONLY wow fnwf Ot ZA 14- a, WXT$'W M &W 4-jo Qk�yh*M 'OR AMI 4ij4'jW" jITA#U% StM. RRH U IRJ AftMW Wtf Q) 0 W cp E ON, swus t, 6 12 Sfti, RAI A LI-14KE AND 7my III; *"=M 00I OR -T-T-T F 10, ON MWLAR 1001,14 PA1,19L VIM uNmks� 0WA 0-it TORM04 W-4-� A5� KR swwa 6, EL I & 16 ANO &ww3wo; sw� r f AN"n TO Nki_ SHAII GE.'S MUM. ;wv %0ORE A"t$ "TH Amk=014 ft_wFOqaww "W. mom jHE W&LATIR, WNWXWAi 10 =CAM ALt UWrI$t CONROM ME$ *OOH ft IN 4AIN Omwxtrt OWACT *TN ?w KWIMQ TO PREW ftq" WT 2 QWM:� IZ =8:01MICAW" _%�Y OIIA11000 OWS ANY WLVW AW WONG AVURATIOWS ROLANDED CORNER a 0" or PAWS my RR==:: At W ft uO W/ Notm Eta ICU ANOLE MW AWL& we 00" JAWOum 10, W ROM AO' RW IWO TIO 1/4, 2/4, 3/4, 414, 5/5, 7/5, wk W110, 2W/tO, �W/10. 4W/10, tk�) CDWPA" TO K RM-00MI FOR 1115 SeMM PWROW MO %WAUARIX IS14WRO tWE W,_r( Cf TIIIS PROV= 6/5 TAKM ANCHORS #ft PWM CDNIMM WILI,, Ot I V FOR F&NaWlt FZMAZ WSW ON R" PEU PROftW i49/101C WES W OEMIZ MW TW WWOONS OCIAKO *4 na WWWW, -f_j I/t4 k 2/14 14' 4* SW/10. SW/jLj L& 7W/11 M A t/4- FOR Or TAP -MO MCHM OOwnU=%w sot" AT Str Is Rfe Cww"wTORI Rmpokwawr U" AID- 7w 0 '04 W= a I X L in- j A4) OhLX-IRVLQW MR low Sm SOCII(AIS ON SHMM 10, a 11 ei%WTTER flomw I/e wo THE PXM 4U)"Oftir- �10 sam"04 Iwo w THIS timmicr orgions Dwukw mIu. SE ImINMERM MAW, IF Rowe 44 $11.1,000 stRA$ I= SK41 BE = LOW� NAWL&I SKULO =006 6w, FOR WAUS WA NO V=01 " wr w HFAIDW OR A-1 THREAM SVW4$ W/e KW� W = w0aw Rk%w= owl'. HE PwAmw at A IORIm MOMPID Eowtxmg OR ARMw= ww�i mu maw UP =,MRZ RWM V-O.K) F. 'HE M.�& .0 *4 NiX OE ar'"."U LFQR THT r or _Mf, PX& "ONEV M RRCM-ACP011 AS 4 OELMTO ENGINEER 10 THE NZ 4,31 IN aW "AT fttCAST STOW PRIFT.45T CONCRETE MMS, PAVER% 511MM OR WOW M"S W FOONO ON TgE PIED� ENONMR. 'SK44- %eW 10,14M LAnW TK ME VWM MWINOS FOR RVMW t RM PANELS JDA_p" WIPIW wa A40 FMN, AmmRM saa ar uONO otautRi'to nbioi 1w MW wKxn1K woo ww L WT.S. LEYAWN JYNW, WHOAAft 9004 W A$ WRIOND 4N *0) AND� W�Al), E=1 swill ow % WE " ORWAL SEN. " 0ONAIIJK OF THE Affw"WK& Ot ROOM THAT "PARM IT, 7-ow (1) six Him Asin GAP 4- SKATER MOKWAMW A Rw" msw WOATION 0 STORNI 1 2,67' A"I WIPRDI N = w1rWM1"=,3,w nipmp& BUILMNp. CW_ ORE vsb� i r-low SWAL SE PLAOEO FM VOM O"W 1,A0V1t4 TO W9 $%1" 170.9,2 OF IW 0.03e 6ALVAN RAW $I NAY ON, T m 13 WNINUM thIMMEW 43V VktV" AK"ORRI, UN FAMMATES AND OF TAP--iRW WHA ANTO,W NO 44 RWLOM root tfth VaiQ tat "-d-4 !!a* FLOMOA suilJOWS boat 1wah *6141094y, 00no zubft - ----- CA B 4 z E�C-4 Qwx %I w- W come, Zone) UILVING toot V1061ty _tW ot I 1/'1*. 20 CW �VAN#PZW SM STORM pom mom uItow Wow, w- wm� vc, 4 67 W vftw a, I ioNa AAR 20 UM OALVANM SIM STORM PAKL 20 ON QWAN= SnEL STORM FAM R.4 0".." SWD--%V Alipi"5 OWL BE ENROM 7/$' WM 14 tWWT RQDW UNIT, 11 ORION VA WRI, w= OWL Im munw, 1/.V- *-20 "pois um v4a mr I 1/r taNt. w 70=1&W I or/^hom %UV. 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'NM Iw NO .1/81 i �(D "I"'o I LL P"Awm" -1 1 --mcogwitu Cn I (SEE SCHODIAX Oft Y, low Px "M � X, $" 1 , I ._10 ov.) x .4 SHEM 6 & OR - *ftm m a 9� ) I r, \ LAM= wow= IS NEW I- ww V (D I I I JohoRm M, m, jxw ALWI TOSE OR u4r XK _.t. r&r VAM OF SWITONAS 710P a 90TU MOUNT)" MN Ot -9 fwWx - TOP BOTTION, MOUNTINIM,aMw BE bONORMANCOM COMBINED IN MY WAY TO SUR ANY ;4 isutoeute UWALLMON, WN. - - ANY VWK&Y TO SuR ANY wow," MAVAR� Stu 1,1.1 WwA sum Z 1) �Ovdk *�c 9N cz ode LU !AL LI-W . ... . ------ k1w w1%11:�11W1;)7W7 . , ..e I SUIONNO ME Qbh fta WA VAW 00TV1641 V W=wo COOE 00,911 VWOOHY aama,10081i FIORIDA OVILWHO CODE (fth Vmlao4 III no bao) _4_` =&"004 1 1-1 Af .11, -WORK, I Fr2- MOCK ONRO nftk 01 44151 < Tv 107 20 WA 4A"tzm STM STOW PAM UM OALVAN196 SWL am WEL 20 "M MVO= STUL i No 44167 OWN PIM-11 A. man, X-II-x SIKES 41 04) tE SO" 3A.1- (SEE scKEVOLE on TOP 90TTM MOVWNGS CAN K QMAL MTECM P11011)(11M. LLC. GLOBAL PROT=% PRODUCM LW�. GLOBAL Mrwm MOUCT% UA IR',*"Wom Alm WAIL EQ& Z6= REDIIIIIED AT MLO& 111LIECO SHEET 9) COM"M IN ANY WAY TO SW AW 11 /TITLEC0.0,\ z �EnI.L 4WAr 0WAUAtOW 'W"W"30W �* Ravi" Awn 20-176 itatAn-aw 20-t7e W < ISO r =0 IV 26 SIM SHEET NO. SH 1.0 lmj t.ae4 R) FI.Q.�M..O�T1NG it±(S1'AL1�t710N QR cw IT aAy LAW t ark rk NU(. r r in Una arpA a11as1 aNle�s „�e11c. tN�ca„ FLLLN elfiCl a #t" ■ tl� � cAa � ,/4"=+T 2, SCALE TJ�'�+'x uuu.lnnl sExlETauL>< � t�LLuoN flE9tl1�¢ �.. SPNl (Ft) + iU9E NLWON •'' a 4'xl 4� 0000 UP TO +aSA� 1„ -5#,t PRE�iE AA7tNG wF. Noma PULL 0Tt iYN ALSd aE RtStA 1EyTa gyld STORM PANELS ON top OR t�TTOM THAT n 6 i, itTEa AT top OR adTTOM OF . (ONE PAND, W00* W/ 1778E TOP d BOTIONj i c. A •4i i a._... sar f W" mmtm►s INWALLATM - NJER IAM M SLAM Ile - i' AwLQ= rT M 1!!TI 1WMa-i1kIIS N - jji dAT1YE 1W YlaL"l�t#� I15TALLK'T1ON .» ALTERINAm.. �W scA4e Or . I. 1. INSTALLATIONS ARE ONLY VALID FOR SUOINCS WITH A.S.D. DESIGN LOADS UP TO +56.5, -72.0 pp�s.1: AND PANEL'S LENGTH UP TO 8`-8 L FOR NR WOM MWE CONSTf?UCTl()N! WOOD MUKAS M BE SOUTHERN PILL NO. 2. W/ SPECIFIC DENSITY OF 0:55 GAT EQUAL NGS CAN BE TO SUIT ANY CdAAE^ 'IC AItu ON DOIItaANp1IXtS *w �SCH� I d - OM OW x W UP TO +aSA� 1„ -5#,t PRE�iE AA7tNG wF. Noma PULL 0Tt iYN ALSd aE RtStA 1EyTa gyld STORM PANELS ON top OR t�TTOM THAT n 6 i, itTEa AT top OR adTTOM OF . (ONE PAND, W00* W/ 1778E TOP d BOTIONj i c. A •4i i a._... sar f W" mmtm►s INWALLATM - NJER IAM M SLAM Ile - i' AwLQ= rT M 1!!TI 1WMa-i1kIIS N - jji dAT1YE 1W YlaL"l�t#� I15TALLK'T1ON .» ALTERINAm.. �W scA4e Or . I. 1. INSTALLATIONS ARE ONLY VALID FOR SUOINCS WITH A.S.D. DESIGN LOADS UP TO +56.5, -72.0 pp�s.1: AND PANEL'S LENGTH UP TO 8`-8 L FOR NR WOM MWE CONSTf?UCTl()N! WOOD MUKAS M BE SOUTHERN PILL NO. 2. W/ SPECIFIC DENSITY OF 0:55 GAT EQUAL NGS CAN BE TO SUIT ANY CdAAE^ 'IC AItu ON DOIItaANp1IXtS *w �SCH� I d - OM OW x W i {{ iN1d M, f atuo r s2 , a d. f- I (SEEt�lo-f.TO } .0 ice' or- r M "Ell f .x s I P 0um CAM CAM ?� I I I W I 3-"MT 144))- .41 PCUAFD GOMCREIE ,+X++r�+,r .� erg F"`h 1 CaA REdt pE0 V"OMC%ErE, ;.KS'fA o 5'EE ( SFEEC s) �Efi 14) ALL MIN. INStALLATION MALL ANb FLOOR k1QUi� iNS1ALLATION r SECTION 3 SCAm sIB" . I` SECTION 2 s/B• I" AtC1TSS `� (�� c.cesy 2Md5k1! (tFt-.+ N?rr I ek420N 1. UFE SAFETY STORM PANEL CAN IE 1,0WW AS AN ENO PANEL (FIRST OR LASE PANEL) OR AS AN MTERIOR PANEL (ANY PANEL. LOCATION IN BETWEEN ENO PANEL$). LIFE SAFEI'F PAN45 NYO' 0R NAY NOT 8E RIs7AU-EO ADJACENT TO REGULAR PANELS (W'J OR W)O REG4AAR: TRACKS.} z LR'E SAFET'P PANEL S% fK O.OW GALVANIZED STEEL ' STORM PANEL A5'. PER COXONENI . SHEETS BE Dit+iWAIO. t15ELF TO BE tkOAOVED 4R INbt'ALLPO FROM THE MTSIOE OF STRUCTURE. 3• � CW,PON t I S TO � TO C1 ONEHF )dl BOTTOM TRACK TO OW40M a C2ORDENPONENTVFf ASS WELL AS DIS ET LS I & I OR MOUNTON SkEET ED ItiIOW NO SECTIONS 7 1k c �0>EN 4. W. LDIIS+M FOR CDMPDNw G) IS 151, - No, ANCHOR SPACING FOR COMPONENT Q)ANCK ORAGE AT BOTTOM IS OMEN ON = SCHEDULES & 2, SKEET Y4, COMPONENT MAY BE PERMANENT 00 REMOVABLE =,# 6, SEE OEWA S FOR 0k5'FAUATTON INTO WOOD FRAME RUILOMS ON SHEET 15.. S SEE SHEET 4 FOR DETNL APPLICABLE TO THE NWMSOY FOR THE INSTALLATION OF SPACERS AT TRACKS INSTALLED AAMCENT AND BEYOND TO STVCCO//WOOO GANGS. N1Ai Nn E COILING; 6F FLOOR M GLINTINGWALL A; FLOOR NDUNTiNO A+I TION - A'TE !TIVE +w INVALldliM - ALMIN& LR' SW (5ECTTCN AT LAP 7S 11MTlElt TO +55,5--07.0 MAX.�& A(. - SC t/e - i'. A.S.D. N T fPRE RATING) SCAMa?Ar euao:Nca - /�NaieTH�W•pNxm- MO FLOOR lIOUNfING iNSTALLAYION - !{�CI'WN 4AW R Omawm aECdMi Y1NY1N18 2/44 W4 3/4 . 4/4 A 2 & 1W/iS F-1!1, 21h LfM/4, 2/4 2A14, 3/4 W 4/4 L*1. i,& 4W/iS 1-0►1> � a V#115 _i Oil SAFM PANEL AOEA W E O UK SAFETT PANELS c '» •.-»,...._.-... S.a. atAR PANE ",Af OR .-_"•--- 4+"" .:'yW -(pEE NOTE taEI.OW} WfO REaIAAAt T[3ACH5 (SEE NOTE t '"•""•+•�""�'.�':.. EiEEOW) : LAST PANEL TO Fhp7TA1E Il61�a wMTA9ir4TM.AD.RANAVAdsSI IEfN.t. !F dad RDEN PANEL i 1) OF ""lux%! OR RFkfB.'ES FA'011 Ilr�4E ELUMION SCALE .3 +t` iAps eM 0"�7l4"Ym. ffi - 1 t,LT aRFRAR PAras, $ tETAWO%LOwttCN 9tE Ndla ,l �ErAms. SECTION scut s`: "Ximu1( S.IL DESIGN PREswa !rl>91mum 4E�,, SPONVING; (YAMD MY F'IH, Aa PDX IAMB AS PER.%aGTN7N5 t mw YO, ON 4. A a 5) ' / = NS. • WNW At OIOOAP it Nip, OF PANEL - mDu, w , sti-m.,- S GANG tt�.l�. EQR RESti� eM� 'Srr3R3rt PANELS (1) INf � INIQ E7fiS? +3 Shii IE dC CQNCRETE ,BLOCK UCTUR€� -(v A ONLY FNi PANELS Wt. r i� RMA(!%)tIQ)7a A$ m SfX'4+ i6 m 1' Imau 7, Dm smos 4 & 'aj.PrAssm ii1QNS To '•' F7ORIDA BUILDiPWG CODE (if ' Velocity Hu cone Zone z No. 4167 ? emxa,LTEM*K. rAm 2D GAGf QUANREO STEEL STOW PANEL. Ts &i ""+'/"R""p"�`�`"'" GLOBAL PROTECTION PROwictS. � C Q F. F11C. 4M $R. St StRW R"btS... ... 1p L� .1a.w e • r 1r M10.vL CarKlsa,-Tam. FAx.4t ww ta9ebl-wm. a.. tT arwm, 20-174 �i T ... AIAAEN 51k -..r, +�.. xws� r dNNR1Q NaH ... ,E OF 7"-5' dl tEaa 2 ifi"iR1804TE0 1 TFWLI S i 7rom-a�Mu,xat+`ixaRaiEa,7,IAe,sx7 r-.7 38`�-6-ro„•�]'.Eel.R„2`�U,�.."""4 Fx'-b' Gt 1T34 3 7i3'. ". tl,��.. AatW1Uu As.o. IAam,ula � SPRtRw +,� E.a . s r/r .r -.. DEiGH TAPOWE tf VP-cpP - tN,tJi-N MN6tYgE F9.v.E q PANHWi6 A.UB 50. 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ANt'r.Ilt�(r'�T1fiN�i n"NOwGaE'"'Es � °o ,i�sa'w o00 '' scNt 3/N' . t• MALE "WE : 4N7NTR nftC15 Ndi S7gkN ivA elA1m l�t3UNTING. It�STALLA7(4N xYy,{Ot,N S .. N. - FLORIDA BUILDING CODE (Nigh Velocity Hu cone 2ona) «aco Ycteeo. tYe. 20 +;xAGE oALVANtifD STEEL STORM PANEL t, INaYAL7piRlTffi: ARE dNLr T°!Hi 7KWLdaA:5 A'S.d. Oi.'ilt7Al itM#I5 LA1' TO' 5 �T � W •w• � 41a.5. -72a Pd AAq Pins cENorw ur Td R-zr �9 •. 0. GLOBAL PROTECTION PRObUCTS iIGFROTECiION PRObUC#S U.C. 2 FOR WEN 4000 FRAt1E CWM7RdCiAk WOOD N019FIi5 TO 9E SOt7t>NRN yy pi(`w •� Ri• .. �/s / _ A00o AM 3t SIgFiT a npE PRE No. 2, R'/ SPFOFIC OEM.e[It' of Odi OR EOtLO_ 4y Gun fG .rlt�r� � � � \ir \% IMc. �1 • � AG . epyP ANr war. � �u - ..--- RfiTfitTrAN11 7NIar"t w. aTs .:. �pv 4+.eIAF R-aN.. P,LaIaT: tt"afm0-aR+a..trx (.O,MaR-awe 20-136 rxwr nrn.,t .Sa. W.q .n-wc rw a,. �w.e�ar +w w- ra NRA%NO Nm PlE; $Aif>YCWeTNRP,IwTC M-CaeNTi. NAOSA A TakT ik.. R.E lswq x. - atNeT fa NT $ Q Q to Ca � .�...� U N � Q � C � Z3 � � QL Q L L i1 .� VJ Q eV r:r6 GAF ®G1 C'oi o O] TJ O O W C f0 C.O MM __-ate ac � cs to 41 C LO 3 m � d m .a o u m o c ra Vf d'1'CI o � �? o a vCL (D -*--A c/) co cn U O cW C Z Z Q J SHEET N0. SH 1.1 WALL AND 1tARiv', - •�T�RYrSNaKN. AT TF,'af P SON.E 3fa+Y 56Y:EJj&.t° Jam$ 1, INSTAUAT4DN5 FOR ALTERNATNES 8W. BW -& IOW ONLY VAUD FOR BAIVIN0S WITH A.S.CL DESIGN LOADS UP TO +43.8• -'A8;O pe,L AND PANEL'S Lmm UP TD 12'�-r 2. FOR NEW WOOD FRAME CONSTRUMM WOOD MEMBERS TO BE SOUTHERN WNE NO. 2, W/ SPECIFIC DENSDY OF 0,53 OR EQUAL. L(ii7�E BOTTOM TTRI MO N II OF SA TOP k BpITDM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY Olt ED ON A ED Waco Pwr two. LAttu Ak No L LL- cu CDL . YJ4"4 {AO sCRraS e g ad. *w/ IN7t? EXIST1�tG WQ€)E? Stauciul�lrs En " I �icti`a,A�T � c,Tm � tx TqN � -1 � ro auoss, � r EO �7 R 1 i I 1 I # Irea.+mera . I � A,,I�N�T1IE 3 Aj�TEfINATti7£ a ,/44 L/O S'laO rO.0 M/t 1j2' Tw. TNREAiEC PkNER67iNM OR I A tl4w-ao,r,wTL r1� xl dN T 13 ,ii1fE..�)YiJ9D��i'�D T(ON �. ANt'r.Ilt�(r'�T1fiN�i n"NOwGaE'"'Es � °o ,i�sa'w o00 '' scNt 3/N' . t• MALE "WE : 4N7NTR nftC15 Ndi S7gkN ivA elA1m l�t3UNTING. It�STALLA7(4N xYy,{Ot,N S .. N. - FLORIDA BUILDING CODE (Nigh Velocity Hu cone 2ona) «aco Ycteeo. tYe. 20 +;xAGE oALVANtifD STEEL STORM PANEL t, INaYAL7piRlTffi: ARE dNLr T°!Hi 7KWLdaA:5 A'S.d. Oi.'ilt7Al itM#I5 LA1' TO' 5 �T � W •w• � 41a.5. -72a Pd AAq Pins cENorw ur Td R-zr �9 •. 0. GLOBAL PROTECTION PRObUCTS iIGFROTECiION PRObUC#S U.C. 2 FOR WEN 4000 FRAt1E CWM7RdCiAk WOOD N019FIi5 TO 9E SOt7t>NRN yy pi(`w •� Ri• .. �/s / _ A00o AM 3t SIgFiT a npE PRE No. 2, R'/ SPFOFIC OEM.e[It' of Odi OR EOtLO_ 4y Gun fG .rlt�r� � � � \ir \% IMc. �1 • � AG . epyP ANr war. � �u - ..--- RfiTfitTrAN11 7NIar"t w. aTs .:. �pv 4+.eIAF R-aN.. P,LaIaT: tt"afm0-aR+a..trx (.O,MaR-awe 20-136 rxwr nrn.,t .Sa. W.q .n-wc rw a,. �w.e�ar +w w- ra NRA%NO Nm PlE; $Aif>YCWeTNRP,IwTC M-CaeNTi. NAOSA A TakT ik.. R.E lswq x. - atNeT fa NT $ Q Q to Ca � .�...� U N � Q � C � Z3 � � QL Q L L i1 .� VJ Q eV r:r6 GAF ®G1 C'oi o O] TJ O O W C f0 C.O MM __-ate ac � cs to 41 C LO 3 m � d m .a o u m o c ra Vf d'1'CI o � �? o a vCL (D -*--A c/) co cn U O cW C Z Z Q J SHEET N0. SH 1.1 WALL AND Q Q to Ca � .�...� U N � Q � C � Z3 � � QL Q L L i1 .� VJ Q eV r:r6 GAF ®G1 C'oi o O] TJ O O W C f0 C.O MM __-ate ac � cs to 41 C LO 3 m � d m .a o u m o c ra Vf d'1'CI o � �? o a vCL (D -*--A c/) co cn U O cW C Z Z Q J SHEET N0. SH 1.1 WALL AND eV r:r6 GAF ®G1 C'oi o O] TJ O O W C f0 C.O MM __-ate ac � cs to 41 C LO 3 m � d m .a o u m o c ra Vf d'1'CI o � �? o a vCL (D -*--A c/) co cn U O cW C Z Z Q J SHEET N0. SH 1.1 WALL AND U O cW C Z Z Q J SHEET N0. SH 1.1 WALL AND SHEET N0. SH 1.1 WALL AND SECTION A -A sc#u 3/1s---+' MAXIMUM A.S.D. DESIGN PRESSURE MICX,PANEL LENGTH L (ff.) MINIMUM SEPARATION .PANE[, RATING (p.s.f.) (SEE SECTIONS) TO GLASS CONOFL 4.55A -72.0 V -61 2 3/4° UNBOLTED �E I, I149A ANIX1 $ ARE ONLY VAUD MR SUM44S WIN A.E.D. IESWPI WAGS OP TQ +WA -72.0 PSF AND PAPiEL'S UNCTH UP To e'-s". 2. FOR NEW WOOD n0JR CONSTRUCIROW WOOD MMEMBERS. TO BE SOUTHERN Pall NO, 2,. W/ SP£OW'ID WARTY OF 01% OR EQUAL --h3,14a• (TOTAL Wo --12,500' (EFFECTIVE l y,I - 210 Xf I IYP. HEMMFEO _ "'EDGE 1 AD. A 4�T .g r!' ILA 'S E" UP`"- W/ HEMMED FACE,• Ay, HEN -"i wl1aRtc Yt w DETAIL ROUNDED CORNER Y ENDS OF PANEL'S END UP W/ HEMMED EDGE:. (N.T$) +E � OLmML � y d *A* TRACK ass' On.) ITe LONG BOB$-'TJ..Akn. Ai.LOY: i { S.aISo` C V 2:OOiY W rA MF � a .r 5 t A. 8 x Ymx Ivf A.. ti U 6051-TS Atum.. ALLOY JNT.0 =STING POURED C_ _ 0R COMMETE BLOCK STRU C S 4 lye. umm ANCHORS ITTAPCON ANCHORS '- t{4• TAPOOM ANCHORS 14 TlPCON MkH01� i fi D.C. B' 0.G Y O,C. ._� 's ,•I s ED`•i { e aI. smwo +w ,k. mVivita.1U /ANI• �. i tw.. oft"o m Sr CASS EXIS"llaeBL: 1� # _ I I .�tsl rt d'r" F -; T,� i i � i �i � � � � ! r _,�. f✓,r j I t?, 1 ) E G to "A _.,. i �.;� ' �..i.____.. . � � � 1/2• - y 1 J4ra-Ia.,s(�'ss N.s, Vxl y t/.'" 1/4'w-2cn.s��'S,s, N,s. w/ WINO NUT WA5lIER W SHEN 3/3e *NO NUT � , d '"" T x V.12" Film + i 72 I/2" O.C. 1 AS.HEW i 12 L Ur WARNER (iiEYONb) j. r i 1J+k" TAI'ON ORS ii 'RJ4' TAPCON ARCNORa f ':___. //48 " 7MOON ANCHOR£ 7APC41M ...<...e`� A i/R•.O.i7. ANOM4 ilr3' 0.0. 1%L' O.C- i W/ STUB} (47044 kED M'/.S[W} -0-mu. 1tFD CDNCNE7E CONgREIE I,__.iN4LIREO' C;ONCREiE ,_,. CONCRETE BROOM irLDCX aOR DIHiE BLOCKOPf.OII BLOCK PfOURED BLOC% WALL UffltgING D ALYATIGN t b=wnNo um &mm RECitILAR P,EL SC41E 3/s-1• SCALE 3,W-l' STALE Sffl-t SCAB 3/B^•1` i/44 SEE STET 10 A 20 FOR MOM TYPE a Apo= TIP£ - t �� n�Mt1At�1 t� FOR atgAILAn�lb wro 100IC TIRANE WHIN +V -10!! VACwiM M w III �. AN%WR T �,y•�c.�..p'..4� . 0xz INa'Tw" ARE aMA'Am ON THS "mPT.arun TI.,..w Mi 3 `SRC VYms SmUll PAR ED um vm IarYAVI dal aepWwt Mwaa j ;` v `. - �- _ D` FLORIDA BUILDING CODE }N h VEtmiit NLsrrtcsne bona Isom a AMa'WA SPAOwO B! M AT PLYaIG sPAL Pc W1dYN ON sCtMOULE AWty1 EA (®e[ wf IDR ? z NG. 41 20 DACE MVANREO STEEL STM PANEL FP. L PRo( CTIGN :PRODU + AN rroR'TrPE ""v __. 3 x Fs •, ir) rrt . Aeon aw. a, a+AEEs ' a AM s OR ,.«...i;,-. "y'r O - R, 3a314 y� E WKTtn Ar aluLT A: Nlaa-TAi4 f OiAlwq= 2w"176 "�ilA xL . BFAW$0Nb'MIFA1'MTC' ww, OAAiW rM PfiCAB (91aa.. mow.:. 0&PAAW M� A'17 twit W" mou sm -M Q RMLAR PAN SCALE 3/8"1` ateYx w sA w a AIQ 711E 1/1•f S{4 a neFme wi Ili JNM SPAW FOR wsiMlATmps ihT4 WC04 g 1R ,YlcaoR slano 1 3 FAME eIM0Ri0. =L" ANC/gR SPACwCS N41 MwWVM 100E 06'MIIQE ARE RLOKATETI dN TePS •®AeamNn aonm4a OJ a 3 J 3, Rmt,C�B AN u+ MMM.rsLYaNG sPAcwa W,aWI OV SG�kAE 1!•w MmL o.w�.w sw ta7 AO11Yf, 6GL R�C�ME'k} B�S19R BY i'N!E FultOirou TAM:MORS FLAP 1>0§ - , I�„ ,Ta _ z-^---•-•- _„_-_�.._,_.,, Lao -Z 1Aa TIE t.FSS iTWN MPUIIUN sPFu` dC Ltd FOA FAITH. iA AIOR TYPE ON TFAS S.I#OMIf a1 �*:�7CL-ll LTA-91i"St PANEiNi47E PWB'NJ' j `"{#OE--lnllr WYNO NUT N9SFR,71 .__.. L BIOdt REOWM SECTiffii 58 1� LIFE SLEETY .PANEL SCALE Hurricane A-0 (D O cu O a--• U CD Q) CD- c, O O C Ca 0- Ca O C6 0^1 O O O - W O O .� U-0CL O F- m -0 4c CNN) Q 0! Z Z W J INTO Ei{IIQN JZ W08 STRUCTURES 1, M + T 1, E-2 FIAMG STORM, PANEL SHOWN ON THIS PRODUCT EVA"MON DOCUMENT (P.E.O.) HAS SEEN VERIFY FOR COMPLIANCE IN 9.1) MINIMUM EMBEDMENT OF TAPCON ANCNARS AND PANELMATE FEMALE ID Ec PA OVATE PLUS. INTO CONCRETE' +aCCOikffiRPA,E WTIM THE 2020 (*Ah .EDITION) OF THE 170811#a BUILDING CODE, BLOCK SHILL BE 1 1/4', ..R " DESIGN "NO LOADS SHALL, BE DETERMINED AS PER SEE:7ION #62q qF THE ABOVE ME1rl'YpNEb CODE B.2} MINWALIM EMBETIMEHt OF 1Ja'b k 7/a" CALtL"IN ANCl1g125 $HALL BE IS 7f8• kNTO CONCRETE, MR A ,WTHD SPEED AS REO1iRIDI EM THE Afts crTDN WHERE T#IESE SMIUTTERS WILL iNBTALLEI} AND NO EMBEDMENT IHTO ANY F"SH LNTERNL SFtAII. BE 'P RNDT'ED, FOR A:INRE011OMLLITY FACTCMR KarO.a5, USNG ASCE 7•-1B AND SMALL NOT EXCEED THE MAXIMUM (hS.D,) i/4• Y-zo 5'w 2�I.TS U�'Fa.0 51dALL 8E IONO £N{IUON(SHOULD FOiY FINrSii MATERIAL EXIST) Tt7 ' 1 A"R TAPCON O B" GC: j F: i 4"R TAY00N Y 4" O.C. DN PRFSStdi PA"97M1R,.`5 IMOIGCT'E4 SSK SHEETS IS is `d6. lT -W 3/4, INTO ANL'HOR5r i T 2' MIN. THRFAED• ¥ j I T MN, 1MAEADED IN ORDER TO NERDY THE ABOVE CONDITION, ULtima DESIGN WND LOADS DETERMINED PER ASIDE '7-ts t NFADER.now AT WDDO 11 £ �.�' �tl1O1 AT WOW SMALL BE FIRST REDUCED TO AS,O: DESifWN WIND tOADSBY.` MLRTLPL.YIN6 THEM BY O:6 IM OROM Tfi 0,31 IN CASE THAT PRECAST STONE, 0R -ECASt CONCRETE PANELS BE FOUND ON THE I:-7LT:ldTFltl WALL, ;. TO COMPARE THESE W/ MAX. OLS,O) DESIGN PRESSURE WNCS INDICATED ON SNEERS 26 tr 26, ANCHORS SHALL. BE LDI}O ETMQIiGii TO REACH THE MAN STRUCTURE UNDID SUCH PANELS. ANc RAYaE + SMALL BE AS MENTIONED IN 4.1) AM N N.2). '4�r if N ORDER TO VERIFY THAT COMPONENTS MID ANCHORS ON THIS P,ED. AS TESTED WERE NOT OVER STRESSED, A °3U INCREASE {2` I/4' IN PLLEANABLE STRESS FOR WIND LAWS WAS CAM USED MI TMM ANALYSIS. FASTENERS SPACING TO WOOD HAS ICI TUFT{ I N ACCORDANCE WON N.O.S. 2015. {C) ANC�F BE INSTALLED FgLLOWMG ALL OF THE RE.COMM OIDAr NiS AND 3'ECIFLLWTIONS OF THE ANCHOR'S WDW ONAGER " f t } WOOD "CAM ,Y• 12�Le i STORM. PANEL'S ADEQUACY FOR IMPACT AND FATICUE RESISTANCE PAS BEEN VERIFIED IN ACCORA MCE WITH SECTION 152E OF INFDUtlTED THE ABOVE MENTIONED CODE AS PEAL FENE."+fftATION TESTING I:AOMTORY, INC, REPORT / 2032, AS PROTOOCLS 7AS-201, 11. IT SHIM]. THE RLSROMSOR.iI't-OF '+TIE. CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER f TAS=202 AND 7AS-203. Is TO BE ATTACHED TNT IPIBILM PROBER ANCNOFA;E. THIS SHUTTER SMALL. ONLY IE ATIXCNEO TO CONCRETE. BLOCK �, W r " •. " At 2. THIS `SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE' OUTSIDE OF THE OPEHNNG MWG THE -OPENING FROMTHE OR WOW fRN1E BUILDItCM, ' - ' ` i INSIDE W Q TF1E it OF A LADDER OR LIFT. -INS APPLICATIM IS VALID WHEN INSTALLATION 15 ONTi9/DED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SiJ BAULK ALL S*I' wmm COMPONENT EOOm YAIIDII REA" IN owwous ' V ._0 f ` FROM THE INSRLE. QF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WI D N j /RAN IifTRU41ON, MIX AND 5€JW SNLITi€R TRACKS ALL AR1NIt10 FULL C? 1 70 , j 3. SERIES 1000 NSTALLATKIN IS APPLICABLE TO SINGLE " DOUBLE HUNG STYLE WINDOWS WHEN NSTAU ATIO! IS REQUIRED TO BE LftJGiii, � � e ; 3 J 90 PERFORMED FROM. THE INSIDE OF STRUCTURE, 13 STORM PANELS INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS ORAWNC PLUS ANY BULLONO AND. ZOMNO ..r C 66 j .REGULATIONS PROVIDED Ell"THE 4URISDICITION WHERE PERMIT IS APPLIED TO; to c i 1' Me4 T 4. SERIES 2DOD INSTALLATION 6APPLICABLE TO SINGLE AND DOUBLE HUNG AND Ii0RIYO NTAL SLIDERS STYLE WINDOWS WHEN. • � Q 1 PANit LOOM --'- ' ,.,_.„., 'x,..,d 1. PANEL MLENGIM INSTAUAROH N RIMMED TO BEPERFORMEDFROM THE INSIDE OF STRUMFIE. 14. ATRIUM WINDOWS AND OCHRE, OTC. E - Z 14AW STORM PANEL SYSTEM" 3 PWTENY PA , CA'TJ cu Q (SEE NOTE T BEtgVf): 1 G2SgIn1 y.w i 1 .. (SEE NOTE 'L BELOWj S. ALL ALUM" E9(IRUSIOHS TO BE 603-1D ALLOY AND TEMPER. ,(UNLESS OTHEMISE NOTED) I5- (a) THIS PRODUCT EVAt,itVN DOCUMENT (P,E.O.) PREPARED BY TORS ENGINEER IS GENERIC AMID DOES NOT PROVIDE Q W � INFORIAATKIN FIB A'STM SPEOTE7G PRG)ECf; IAL WHERE' THE. SITE CONw"s OMTE FROM THE PZD. ,� N . ' -s 7 y P 2•LL j c - 6. ALL ALUMINUM SHEET METAL USED 0 OLMR SHALL. ?NAVE. 310S,RI4 ALLOY: •.p ^•---^ a.,....". B' (I,) CONTRACTOR TO SE Rk�PQNSTDLE FOR THE SELECTION, PURCHASE AND INSTALLATION INOI,UDNO UM SAFETY OF 7. ALL STEEL SHEET ,METAL PANELS OWL HAVE STRUMFIAM ALL Y STEEL.. ASNI A-833 'ORAOt U Mih., F MRTEO STEEL THIS PRODUCT BASTTD AXM TMgS P.E.Q, PROVIDED IME/SHE DOES Nqr OEVI iTE FROM THE CONDTDOMS DETAILED ON k fx��..e.� t , ____,..� DESIDtiLT1OH w/Fy- dBE ITT i,.r,�-'+ROILED), fW3 6QCSLMENT. i:WNSMRUCYION SAFETY AT SITE t5 THE ODNTRACIOR`B RE9PDht51.LIFr. co @. ALL SCREWS TO BE STAINLESS STEEL 304 DR 318 ASI SERIES OR CORR051OMi RESISTANT COATED CAROMSMEL AS PER OIN (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE C5L0FEHiAO IF MODIFIED, 'Ca 50018 W/ 50 k*i. YIELD STRENGTH AND 40 W TENSU STR£NDTH A SHALL COMPLY W/ FLDRU BUILDING CARE. SECTION 241 L3:3.4. jj I I i ' 4� 94 BOLTS TO. BE A°.TM A-3Qi RALVMNXEO STEEL, OR AM 3@a..5ERiE5 STAINLESS STEEL YRiN ]D kM MINIMLIIA YO1.D AE#RSTH. {6) BECOME THE EG BEt;DRD, PREPARED A FLORIDA 5T£REb ENGINEER OR,ARC 'KHKH W1k Rp USE OF TILE P.EO. ENGINES DF DEC IRO. )AC"IING AS A DELEGATED ENGINEER TO THE P.[iI. EHGMREER. SHALL lI j 1 ANM40RS M EXISTING L I� FOLLOWS, SUBMIT TO THIS TATTER THE SITE SPECIFIC pRAVANSS FOR FW Ew P£O, 5 DATE AND ORIGINAL SEAL AND 11044TIA& OF THE PROFESSONAL ENOTIM OF L�T G RECORD IT A) t/4'a TAMON ANCHORS AS MANUFAC URED BY IT-W„ BUILOM INC. MIN. rtw3192 pm) T}16 THAT ,Sy ` s - t' 4 e X. T{a• CHIC-M ANCHORS, As MMIUFACTURED BY DLWAti INC. (MN, 1'w,3= fA-10 PA ELMlTE FEMALE t0 A PAINALMAAM PLUS MTCHORS. AS MANUFACTURED 'BY ELCO CONSMUCTKN Wmou m, 16. STORM EL ~ A=REFYS LNM SMALL BE IOCATEO ON A READILY VISIBLE LOCATION AT STORM PANEL IN ;>~ i - SECTION 17093'Z OF EIOTOOA BUILDING CODE ONE LABEL. SHNL BE PLACED FOR EVERY OPENING ICs ' _�_,..___..._�l L '`F .__.__..1_-,.__.i ii c�3350 F,sd• LABELING TO COMPLY WOW SECTION 1109:8.2 OF THE FLORIDA NUUM CODE "aa• j t � I RBOT D ) ' , 1 {j7 a 4--3/32• WING Nut REPOt� � � I I j2 I t ! {�/Bra A 3/32• Wm belt A:1) MINIMULE M EMBEDMENT OF TAPCON ANCHORS ROD TOURED CONCRETE SFWl BE 1 3/4• AND 2' � PANELUATE L F WEN o 6 1{4 c.c ( .g wrsHm a (aeronEs) 14'-ld AANELMATE Y 1 t .{ w" 11 B 0d QC WT1 7 6 F € it .AA) MINIMUM EMBEDMENT OF 1/4'0 K TjA4' CALX-IF ANCHORS SMALL BE 15 7/4' INTO CONCRETE_ NQ EfR INTO i 6414 " D.C. WJJt a " "-w //�� // 1' j p' ., ANY FINISH *TERW. SHALL BE PERMITTED. 6BN, RIEADED PEKON ! fi g MIN. THREADED PEt4E7R0.Tl0N t l ` '{ 1/A' q 2Q SS SIDEWALK BOLTS USED sFM1L.s BE LOW FAIOtKTH(SM0UL0 ANY FINISH MATE6Al MOT) To ENGAGE 2/lN UHHN AT t,WWMOTHthF PLATEN e l ) INTO AtMCNOR5. .AT MiQWaIH 1 PLATE tW qq A3) iN CARE THAT PRECAST STONE. PRECAST CONCRETE PMW, OR PAVERS OR FOUND ON THE 8=1Mb WALL OR .i WALL Mp HLMMF FiDaT'. AND>KIRS $FFALI 8E LAST ERLiUGFI '6i3 REACH THE MAIN. STRUCTURE BEHIND SUCH PANELS. !SHAD.. "`"CEiiiy+(+�, k S'AMAIMIM. BE AS MENYINED IN 41) AND IN Al). crINrRETFLX:X. vW;l I. ; sGAL£3/B• 11MOM..._ ,. ..g .. !% b € ESA= AA ; No. 4167 FLOSCALE 11W-I" AID BUILDING" CODE (WITIT Velocity NurriOans STEEL SIM PANEL i:ona _ 1 4 e TAPCON ANCHORS' LUNUFAxFiBNED DY T,T.W BnADESL INC FLORIDA BUILDING CODE' HI h YaIDcR Nu►rlcaIle Zane c i NG $418? 20 GAGE GALVA = s am TMI�a aw NIZED - RtA P X I/r CALK-N ANCHORS AS IiAN IACTUiEB BY DEVIA,T INC< (ff-Ism p.F:I) � Qrp/ � +>:Gz01a1Es0, PIG 20 GAGE GALVANIZED STEEL STGiNi PANEL M.P. ALI AT1 5 ARE ONLY VAUO FOR BUWXM WRH A.S.D. DESIGN LOADS W # s Tt ..._WAN t. , : ,.. daNw Or, UP ID 4 -5, -7:1.0 FSr IND PANELS LENGTH UP TO:W' Ir. * 'y AI �s {PV-22O7fF ID AND FwNE R14TE PLL Ate, AS MAAILIFACTUR® BY ELCD CONSItUCTIDN _ -y t FOR NARY WILCO FRAM CarsTRULTON; WOQO MEMBERS TO BE SOUTHERN ' a r �+��.��w Ir A PR07ECiiOM PRODLtCiSA E1 G. a' - j/IL 4L081i1 PR01ECFtG1N PRODUCTS. 1L0. °7�'a'mn : a iEl+t�i. +iris #Mc AMOD i1&Sh s1W¢r1f� i-•CPN4, a Oac DINE 140. 2, W/ SF4 OFMM OF Q63 OR EpILAL rr .• (iA - yeti •,, Vi1 4MOW ss. as srMt1 .- a: a ¢""New ATIY CANE rL 1AX:f 1TLUT a FL Saa1A - . _ .... 'L••••y -. Ae Alo. w,4i1A, 14aM1 barb; A-mi nwlen Os4)Iwrara. FAIT: ieS.)aeP-lom 20=/76 .:A,t �; ma. aoc W.n aWraoe: I+w+E; (Pai)�+-jeca. rAle CPI4IPM-Prat 20-176 wwvL011P,-Wo.rr,l>ii-VAk C[-t7t8 Sec rs rwow r. aw -ws aI4WIa Mw sA s rs.i �t euwm< ww a7AWro t,s wr. , cwN PrwaeP N, : aoN m-iu, TILL HHM - A1W1E IwI.T@i-A tINiTTs,E; ReAT SQ IFS PL �lE_ ;i f�GOPP+.�x.. r:6 ram: 3',/24 IalE NOR 2. BRA" - /r. A� 9 (aPE H07E 3 R36w19 3' �r c4 1'%x4 TRL HOft 3 RE101Y} ■/DR wMFOR SM45.. 0 tw 00NO e foCIr 3 sraamuLE ON .,, -' ;f .,I 1' Mirr. swam ANLS{ZmM - or (,ws. 'iT fs�' saa�Ls #T srRP.T as4 '1 T" CIA,. ; SEE sFx1�+3 aN za �- �"-"!'"""" - - tbil" STis T I I I Ml -- 2", (ON aaL} r L1RTEtWCR PALIlt) haw PAnFIDI P4NEi 'T 60 %. `L` I -. - • - (pp 6G. 72 2' 'WIX 2, 36 A WFIOW I - ) jj SIX NOTE 3.. LWN } 4 B 4 - [ EEE 4 BELOW M I i67T T i i II ) �. _ .. 40 % •3.?. .. a !'A1kiMAM1E fiTR.) s¢ NOTE a (-+--•-it-`t.-. 1 ONT 2a• rile WOOb SPEW:--J- A i AT E4A PAlrj . 1* MMs "s SE€ 3F.&.I r2a T• MFa A ts' il•`} _ IDEIanR AAHEIs 1 °SEE NOTE 3. ,.0�1OR QH/ WT W/*= 'R iJ5[ FAiQ F1� �F10W ifJ MYi ILpFlDOAi ANET. mFN AA I&MTbA1tSAPEf1Ad#TTI'OdF�jAfjL- LEVA rit£d YAPILILSEIDA +.1 m M 8UE aBtS " DiAE sONIC _r soap 1!i• IIA,e GSP--I,-- : //4` IN. w t/4- Mek ow /a• Mae. OPALM 'Pj""' SEETfOIMI 8 3 r {t}. .TiSF1NmoN ,OE.IIE8IETL ±O_DD.. E,-! I OD. "MAE O O 4 '7HMO S RT 'ME ('I, hban DF hEBiPe sreln; E -. 2 Mat PMfE;,. s'{h'72M CONSSOr4 OF PANEL .. Ls'' l"AI 6OXTOM W{ RANI LW'fES. Cant. M TIMLCK3 TC7P' & .SOTTO , PANELS A4 E CO H ). END SMALL WAYS B H ECTED TO WALL BY CM PAMMXYiATES ORS W USED Y w/ {2}.ptO PMt.S SMALL ALWAYS 8E CCkINECiE4 7O 1OlTOAI TRACK'N?iHERWIBE A 3"{'OP BAR 1S" LOP#D TRACke'_AT ETM PANELS LBl �iMiALL BE PROVIDED A7 TOP OF uXM PAHES.S. SLiAtL. CONNECTED 70�Wf ,fA 1 (/3L . WawT Nkn DA I//AY-2Dia3 Mm. 11a IMRi TAPPED ETAS (3), IF END PAVE ARE CONNECTED TD rLDTRR'1 TRACK, OOFRLf3R31DN SI4uL CONSIST OF OTSCF68E0 ON IKNTE {3) ELOM}, 1 4"!: 2 4" M.S, 7 6°#1�432 waNtN M 1/4'h3/4' Inn. THiAMN5C41Y/ .pR. % (2j, CASES WHEN � PANELS Aft. USE J(XFiTLY Wf:IB` LONG �} AT OF FAS7Et4ER5 MAY BE -AT ETHER A'� Tw0 ARE Z TAP�9gLAN 9OiT4M TRMtK Ti SLOP BM FIANCES ISAfAr. S NDCAWN EX1CASE OUT. OF SEND PANEL , P�RDMDED AT TOP OF PTO (4, IN CASE THAT END PAyy1EI5 ARE NOT OOII CT€V BOTTOM VAX (T.a. A STOP SLR (4):BOTTOM TRACK.FOR INSTALLATIONS WHEN iN0 PANEL4 AND SOME IMIERIOR PANELS ARE p��CL�Y I�'C ATY USED TOP)Be CONNECTED To 415INIss `SPECS �t NOTE�j ABOVE >H ,H ON ANM13 MOtNiAEC 1'FJ &=MG SILL WALL #�AHS # PJVZIAMS: f� RVEERIOt PAN$ SPE �f33 MAYBetLS'ED MONiLY,W TWLCK�A7.. BOTTOM E ?W) SEED ar N SUCH M TO B TRACK MAY OCCUR PANEL SBe OIAT£r� W 370 WALL DD/E� (S)- SEE SfG710N 1', E' I#-4' ON SFiFiT 24. SEEANCHORSOHEOULE ON SHEET 28. g1iHLRi NET KED �COFNNEGTED 'L'O� MEANS. T' K SS� WS7ILLED 0PAr�Mpp to SUCH TWAT ADJACENT PANELS {jClT22I�OJ3 LE'FF & TWO OF R PN4Y1) IUVE .,h F" ..... "i✓%`�TI� OVERLAPS MANED BY F Ufa �t�aE "IDA WILDING CODE h Val NurFicsn6 Zane s ' NO. 16? , ac 20 ¢AGE GM,VANM STEEL STORK PANEL PP: • s D4MAaar: 5TA :OF r ....a I��e }� SAL PROTECTION PRODUCTS. WC. °T „te ' �Ma !rT' IN C, t:MgO as. 61 a1ty .ypsh •. F(() t1?` : ::. P.'°h"I"',MOM,.. ' n7WIC INN Tm a4a-afeT 20-17f wRr arwPw, OWN" ft cM aMnaA#a PANEL(I)INTQ EQUREQ,COKREJE OR CONCRETE BLOCK MUOR ' ffi 0,4 �c alaePP : VIERS &-1kiP."1 �j � ISM -� 9� � �" :• T4tl'XM3.� � � 0A . E6CaR.W.rP ' (� tsc #} 4 � � tAUSs IBA4 M.M i 4 \. i�z .ti+,;,.y, t�,>\W'4 I .. �., ,..,. R tBIP mP♦ III 7 '�... - 1. awl L 1q��eEEM �I lWE25.: ({(�IN R / a 1 SM _SAE I ,{4Y+,PKrlA. q?gQ - 9w9VYn1YWMW el , I sRWMttW1 4t. sCAEW, OFF SgeA%KE F ' p� 7%i'b3t9 9t I TO GEMS M LAP`. / 1 t 4 , aN 2e 1hY-2amt4• + OA .. Mh s ly 1 r I to fA10`I.. r rQA Yn. M,ii L/ TO Guam1 DQn'IwIDaoI 1 t -..t-• Pi .I ALTO- r on ! i � � I � i�N r� �j I � �� 3 ,ki•A 3 „r.•., re"°..: 3.. � o r.1/. ir. :i N r his»a'IW a 6 as k lum y» A( 1 � �� ,✓r , r,'�' / 3 Caae � �, i a 4 � i ' � ILL W v-sa.+r c n aeAaA ;AWtliar I CPPE r , Ot wtiN RmE`I PaWi ,...TOPE#.. wv �I fmw.I w4LaRPVA ` a� tY' MaN (�.y�7 T4ez 6 NTIN6' IN�i: ANec1 fB "" {M- iEPALl.�IiZ.iRiL1�T` 1 A FI Fug 10 EI1,1Na MiL)N'±'>_�i� 1N �!. J1Wi}-QLC{ I10Uti iN6 ow,T�P,ggiw,l ? 6 scuff a/6.1 SEM TBOft 3 � tpNtptf �.Ji OGLE 3J6^is SCriF ]/8�1• yI m AT # A114 p�� Wes- 1fHHNNry 4 "mWfI=GY {A: '�AL+3^' PcrKuxw,Yrtn,sl�rzs. �,L�?'r'"�CAfAJ� ✓•p WV -ldb NO, 44167 at MOTION f m CAN ac I = FLOWDA WILDING CODE -_ h Vafactty HUrrfoana Zona ANH aMY Ta w8 ANY STAE OF tom iMrew PIC 20 GAGE GA4 AHM:D STEEL STM PANEL `a r', FORIN e�w.t o l ae' all & PRCTECF#ON PRIlDUC1ar. L�LC. a mm SCALEt 1/'A' w 1' """` •••;«•• �� Ar CQ. FNi¢; t41 AP4o a,1k 31 S>IBi1 1 ac a„ a a e Ptal(.. F4{�+iwP-an7. 2D-i76 P i-li 6rtTwiP y e, awNrn. rq .cat. Me OR00a f. P.E wMzlwEJOtaE TEA A. Ar,, PEE. " a ` WIDIt tN q xA c) /4'R}vim O U) _0 O czI.J. U W ''^^ v, W W = Q Z • Z Q J d SHEET NO. SH 1.2 lr ice J,1.7,IF MAMMUM ISO: �MX� pR Mar. L�f ,yJMgi' g p,�p�9rON � 6, 8L_ ►PPtJR*6f[ '#Y! aA7M0, Rs,f': (SEEo�SEI 6iA55' CONPN ae6.0. -73.3 7n" mt LE a 2' $/1B' ROUND . V, W, X. 1' W, - 2"$ k 3'W +96.0. -73.5 70' OR LESS 2 va- aLI'm " I a• k 4W ' RATITES 1F/ 1 -�» 4� 4,5, M•S. a WINUNUT AT OVOW k 4OR OF PANEL LENGTH. UNF/$IMRED' #'PAt1EL --MAI. A •1: T ,L :nr APREI iUfKtgA ANl3ibI9 .4i EPIY E- D.: 3 LJ?' .,. a-'MN11F aiIIMUM,L'f#0 'LOROrH - (NM) C'R--. 1 YAPfXINB'. GNX-HX PAINO.MM7N F'HMiE-rd i1ANBI4ME PU75.. TO 4 YE' TO Isp+.A'I9E7E TO NTgM.RE1E tO g0N4,11liE t2" N/A I N/A Ir N/A 72'... N/A 1' & 2' (TOP) ,Dr 3. 1. 4. 1. ,e TBOTTOM) ' BBUI, -75.3 N/A N/A N/A N/A N/A N/A - 12 1/2" IT" 2' (sat1OM.} 70' OR LESS 7• N/A 6-1/2' N/A. A 1/2" N/A 4 1/2' NIA 3' (TOP)... 12• N/A 12'... N/A - 2 1/2' N/A 9 1/2" N/A 3' (BOTNM) 12" N/A 12" N/A 12' MY/A T2" N/A 4- ([DP).. 12' B` IS' 9 1/2• 12` 11. 1,E'' t1' A- (BOTTOM) * LEi M TO wo 04.1, ASJ7. DESIGN PAESSUXeE RATING,. A SEE SHEET 28 FAR ANCHORS TYPE. & SPACING FNXN INSTALLATIONS INTO MOOD mom MOTOR 6PACIk'S AND 'MINIMUM tm GSTANCE ME VOWED ON .THIS " MR Lm LESS THAN tNO1om ON SCHIS M.E moot momit VAOM By 4R4.TM,YIN6 SPICWD SAGAN ON SCHEDULE W HMS MAAWw1G FN:YORS, Mik THIS 9PLRATION TO BE POSSIBLE, #TSAKED SMOMO MOWED USING PAL'R$P SHALI l MMIOII SPACING I IMMIFD FOB EACH ANCHOR TYPE At - A DIM TINT T/41 1f4Y T/44 T/a+a iiPlrLt1 PAIPalaaZ lY1S-rE M'p..NNRHgM SPAIMI 00 3 `3 3 1112 hw VA mN* #A) 3 3 ,/1 3 ,!t 4 .. FILER _. NORIO 1t - 3• - .Gala i.m .!0 2. 444, T •i• REWIRES MAA DISTANCE BETWEEN BOTTOM OF PANEL 11i Tom, Am 0 TO BE, in• MIA V,14 ++ RCS Mar. 0wmm BETWEEN BOTTOM OF PANELAM ® TO BE r36• , (sE 1/zwt°) .. (TOTAL WID" - - - ..... -„. :,-.TILL'. 1.260r SS SSW RMVTm T/4• (tYP,)-.-.- -._-.- I t - t I .37 ' :725;,,r% 1 1 10 ANGLE 0 0 1/4• 9 EBB' / \ 3�D' 01T" N i 1 G OIaA14 ) I f I E , Lmft 6' .er g.. ^34,0-t.01Yi CAVII EDGE }_ _ _ _ST L". a -A -- GETA44 i w. 2 pOIY' PANOLS . � raw LEFT TO "m W/ 1/2"'LED AT 00 AT LEFT WE OF PANEL WHO HEADEit ,. Af+iQii W!ITFH4 Sam pi - PAWS 6V0AP . ET. S. rb T 407' P 6x5" 133' x^ ROk1NOED CORNER a EINOS OF PANEL'S I 2.37e----, END UP W/ HEMMED EDGE. r .dst° I ;Os7' 0 lid-.E WASHER (Itt+i) `�' LIDS•-HTB4 ALUM. A1DY 1' REV. `K* HUM 0,024' W) GALVADZEYf STEEL- G37s• 0.250'A (n OR a2s" $ KE7 HOLE AT PANEL M' -- 1, ... ..I bREE 5f&E.1.8 FQR ApOnIDNN, ( Air I L9ItAT' m IF SI:EE1'E NENOMI.6 r i s .tl 1, µ T25' SI '- Omy WJm FOR RSMLu+9M 100 MEEL�L;NrYii�1 2 1w!J ) _ (31M',) N .H�'- wow SIRUCIVRES. 9Erio�4au=:= 24 3.7SD" �-�J�J�j''''t''� �. 4 wow R '\.:.,/..-.....} ;" MIN, MO 5 ,_ Ty SLEEVE i • i�A}t, 4�7 /2F71EP.e. 3Y7' j r 47D" - 75` Ap n ' OMB• � .. I ? � 250" -.. sECFXNs s , • AtlN, r w T �H*ic itaOL a (7AIW� 3 N:LOY} P.� EFAtr 11 . GK @ PANEL pt,"rER • v (USE ONLY OR E-2 HANG 'STORM PANEL SYSTEM) 80B3-T6 ALUM,. ALLOY !i t# E 4r*TT#W- S29ROU144 kUQ1xxBcwT§tE' NOTE III MLOM raI to.=M' 0.0 W III, rw WOOD PYATE "EMEMIED HAT' I. WSTAUATIM ARE ONLT VAUD FOR T iXNGS WIN AS,D• tIE531Ta LOADS UP TO .56.0. -Y5,3 pal AND PAR-L.S LENGTH UP TO 3'-110 , 2 FOR NEW WOOD, FRAkE. CR15TRifCp47> WOOD MEMBERS TO of SOUTHERN PINE No, z W/ SL'Et'FHC DFU,R,TTY OF 0.55 Ca fQMA;_ 20 GAGE GALVANIZED STEEL STORM PANEL. .O0AL PR011-MN F'RCHMICt5 L!L lamm ALVOIN& � TON GAL( . WOOD PRE ,t' ;�L() 4 �tc�. 11,.IF. G �,7 Inc 4epa s,W. 6, sTIeY . oce Tap & MOTION M¢I$Tam CAN BE PT ANY ,.LWAMN _ si H$ ,• / Ha, �N.vf6 ua. '.TWs•11b6P-3na siN¢`tAgia#BP Aar 20 va T0. SUIT Aw CFATALLAPWN, 7 iy a,F A, i a, MAW auNT#4 fl NIM - SC.ML'. I/4` m t NlN„d m_:-:...._ _._..,_: - as-�amneA ar::r: �euerrr Ara. w..1a : ME:. ItaAAa Xe 2/4 1/4. 3/4, 4/5. 5/5 a 6/5 « 1W/6, 2W/6, 3W/7 & 4w/7 gy,+t.. 3.,. oi GLITZ ANCHORS (SFF- SCHEDULE ON 3, MAX PAN=. it, wm 11 / „r'. MIN, SHEE'.TS B, 10 A I t) .._"......_. „`._._.... ,-.,w.«...,,....... y„ SINGLE D,,�ANEte(91d"'BE$I$Ila,�+.. - tiLIE} AT E>eNSN o A. AT, ME OR QQMM. Do 28 O,M.,,,j�, So.l�T, tj J C'Ti--R'T' r-T--I-^--r-R--7-T--T-�� WITH TRACKS CAS ORS # DIRECT MOUNTED at-CACN E;e 1 �.a OY r'r s 09 i 1 1 l � J � #N6Di.T€11+f?iaii'l5 '�'t_�A] TT :'OOL10 PANES W/,1 M-2Drt s : T a. EA. LAP ,,rr��EE SECMONS AS ' t- S MS: Btlh. W♦ CVEIi PLFe ., (SSECT004M AS I SIP tI 8 ;t - I f or4-Na, 2 4 1/4, 3/4, 4/5, 5 5 dL 6/5' / sW/a, zw/8 W & 4W/7 .,.�.-.._.�.,._._.�,.:,. (SEE SCHEDULE, ON SHEETS Ir, 10 &11j...,..,._,»..__..-....... Lam N:T.S. 1/4' Mar. NAP f a�a satE TITo I' - MINIMUM SEPAMM04 TO CLASS SCHEDULE mkv GAP � - € d•� !A•� ♦ �`--{,t��j `¢ NUNS %Yffi1 SPEED C 170 rti m WHO SI' 170 m,pr N.T.B. 04) RESIRA(NED 1a5T1{A NED NOtm 3o OR LESS ,• 1" B" S 1 f4' 00) t* 1000 UM ALLOWABLE v�LF,PDnMt FOR A GIVEN POSITIVE ASS OE$RIN LMD, L N MAx AO.OVASIX PANE{: FOR A SEVEN NEGATW ASA OEWR LOAD. *33 TO aO 1' i" 7 1/2' 7 I/2k f2) TO MA"W PANG, LE 411t DIVER A pd. sm km D¢S" LOW, MA(A1WAt PANEL LENGTH h.+' FROM SCHiDULF >BD TO 145.: 1` t" 7 i/2' 7 1/2' GIVEN A NEal" ESA. 01,10 LOAD, CE7TRLmN1 MAXNMUM w17f3, tEIWTH 'L ' FAtXN S Q"UC,E FINAL. MUGiMMA NJ:DVNBLE -mL -NON B EOUAL TO TtE ItP�UM AE7EIML#NFD PANEL 4EtATH >tID 10 1 1• 1` -- 7 1/2' BETWEEN 1+• AND 1= _ (3) SEE SCHEDULE BELOW FOR VA. PANEL LENGTH FOR POROSITY rWtf. 1. ILRII��i-NAP W L-1 ..}ilyL'L: 1 +A!#C �+J _ f:RiT,(NSi. rA 11IC' t m7A WKINs BIm Wow ARE. UWM 10 4 aB y ld- MAX AS,D. DE 1 PRESSURE RATING C1 t,VAWK9, TO & ,It FOR MAIL: A$&, DESIGN. LOADS k MAX PAN L LENOrHS FOR r STALER B USlil, Afi :°' FLORIDA BUILDING CODE (Nan-H• h Yeloc HuYrkone zonall s * 0. 44167 :, a omLa taus. 24 GAGE OAL.VANIZED-STEEL STORM PANEL '�.. Tk a..1, AGE F * - Fr w ysy+k BAR PROTECTION PRODUCTS, L!G/taa6 D � LIST III w7Ai4, n' Uft1iIA*" k aWs4A41 q FO+''r. fTr •'Ae> Hue. aL i.: aA 4a4Rx q,llape 4TIY ` GWR. F3, 33T740.-.9 75 am:AtA m:A,r I -73Ny X. t,e7 y oaR aawtm Na to 1-9 wla'tLta Pa , mmem a mm 3 o to MAXIMUM PANEL LENt"TF( MAXIMUM A,5.o. PRESSURE RATIS (P ) ( ) cdNORE7E k WDoa' BATONS 2a 2 ssa 1r'-Q' rl ;e` saa ri -a' ta•. • LILT 10 la" iQ-0' W.Q IV-1' $-4' 3a0 $'-T' spa a -a• r°-4• 70.a 7'-b' 7'-D' 7s.a ram• a=TD• aaa 7'-2' S'-r e3.a TOLD 6'-•1' r7aa - a`-r r)aa - 3'-8• IPR6 5=3' - MA7(IidLIAI PANEL LENGTFI b b b N IIA)HM1R4 AS.#. 1'�R41NO cE ��- ( ) P• ( CONCRETE &WOOD... WSTAIlAYTONS 't u k 2RD T3'^D' 2SO 12`+ia" TT�r 3aG 1N• , try �" ssa - saa a'' 7• a=z' a 7„5.... ma _ r-6' 7SO 7::2• e-a" eaa ).,�. 8,�, as.D 7-0� aWa• a ILEA B'-r- s-1a FrS.q s•r7D' 9t$,Nl 4r-8` ;A x- GENE & MOTES IVmn AYnM��ert. A s-.z �yB, stew+ Doan aY, (C) ?ZT�IO.tI'1(1Ad...:HYG T3ItA4711' a . D 5s ts. r. ST xNM PANE2 SHOWN SIN TT6S PBOOUGT EVAtLA7X1N tTOCUMEN7 (PLO,) HAS BEEN VERIFIED FOR COMPLIANCE t5£GORDANCE - I /4 a TN-M ANCHORS, AS AIAHUFALTURED BY LT.W BUILDER, INC VW THE 2020 (7th EWT104 OF THE FLORIDA BUILDING OW THIS STGRk PANEL SHAH. NOT BE INSTALLED AT HIGH - 144-10 PAMO.MATE FEMALE 0 AND PANQLMATE PUJS AS MANUPACT410 BY ELCO CONSTRUCTION PRDolcm. VELOCITY WARIC,AHE ZONES (MK*-aW 1 COUNTIES), - 1/A'a (Ifs SCf3k°fMa: PER N.O.$ DESIGN WIND L.4ADS SHALL BE DERSRANNFD AS PER SECTION ISoo OF'THE ABOVE NENTMED CODE. FOR A BASIC WIND - '!/}a"4 x SItS"WOOD BUSHINS. As DUiMBUTED BY ALL POINT SCREW, COLT & SPECIALTY CRY. T F A AS RED BY HE ERCpiCLR0F1 STORM PANEL WBL �'. TXTT"AILED AND 0R DIRE OR Kg -.eS USING ASCE 7-15 D SMALL DICEF.O- THE MA%WUM (AS,04 DESIGN PRESmW RATINGS INDICAM ON SHEETS C.1) MINIMUM TFI1FItD(]f PENETRATIN Km WOOD OF TAPCON ANCHORS SHALL. BE T 1/2' AND 2' FOR ELW PAI ELXNTE PLUS 3 9 t2 17 f8 AND PANELMAlE FEMALE 10. IN ORDER TO VERFY' THE ABOVE CONDITION, ULTWATE DESIGN WIND LOADS DEFFRIONEO Pat AS" 7-16 SMALL � FDNST REDO= TO A.S.C. DESIGN PA�URE RATING W MULTIPLYING THEM BY 0.6 IN ORDER TO O"ARE 7NE5E W/ MAX (A.SD.) C2) L1MMUM THREADED PENETRATION OF LAC SCREW= INTO THE WOOD FRhMJt' UNIT SMALL. BE 1 1/2"_ NO THIWADED DESIGN PRESSURE RAT KITS �ICAIEW ON SHEETS & t THRU 12 & 17, T8, PENETRATION 'INTO STUCCO SHALLL fE CONS4DEREO AS PART OF 131E REDOM 1'HRF/WED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON TEAS P.E.D. AS TESTED WERE NOT OVER S1R£SSE$, A 331E INCREASE IN ALLOWABLE STRE'S8 FOR WINO L12W5 WAS If&T USES IN iTHEHtT ANALYSIS- FASTEMNET(S SPACING TO WOOD HAS BEEN DEtEAMYR£D IN C•3.}.. MINIMUM EDGE DISTANCE OF LAG SCREWr4, INTO 0000 SHALL BE AS. 0,101C :TED IN THIS DRAWING ACCORDANCE WRN N.D.S. 20iB. k STORM PAtN£L'5 NX°OIM,FY' F(I1.?NtAACt At'm WAND RESISTANCE HAS 8a V£iIrIEO IN ACCDigDWN£E WITH SECION 1100,1.2 OF C.4) MINIMUM PENNE1pATi0N OF WOOD BUSHIW SHALL � $/ffi'": ifs e-IO'SCREWS USED SHALT. BE # x/2' LONG MINIMUM THE AWVE MENTIONED CODE AS PER AMERICAN TEST WB OF SOUTH FLORIDA REORTIS 10814.01-01 AND 40219.02-09r AS SHOULD VUCCO OUST, AM r• MINIMUM MR WALLS WITH NO STUCCO, PM SSM t2-99 & 4W E M-02 STANDARDS, AND AMERICAN TESTING TAB SOUTH FLORIDA. REPORT /1 t23.01-f0 AS PER CS IN CASE THAT PRECAST STORE. [1P PRECAST 6QMCRE.ifr PANELS, S1tUOW OR WOOD li0AAD5 � FOUND ON 177E E7tN5TI+O TAND i PROT0CDL5. AND AS PER CALCULATIONS PERFORMED 1N ACCORDANCE W/ 5E'CTWN IBIS OF THE ) NG CO WALL, ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAN VMXWRE W4040 SUCH PANELS, FLORIDALORidA 8#lIGOWG GOOF. ANCHORAGE SMALL BE AS MERRONEO IN C,1), 02) & C.4) 2, ALL ALUMINUM DMSOO 10 RE 6013-Ts ALLOY AND TEMPER (UNL:ESS. OTNERMGSE NOTED), SEE ,SHEET 2 (E1) ANCHORS SMALL SE.INSTAMYE73 FOLWONO.ALL OF THE ACOOMMF OKDONS AND SPECIFICATIONS OF THE: MCHORS MANUEACtOWL 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3T05-Hi4 ALLOY. 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING WSIALLATIOH DETAILS SHOWN 80 SECTION T THROUGH 6 (SHEE S 4 'HRGUCH 5) EXCEPT' THAT HEADERS 8 SHALL NOT BE USED. 4. ALL STEEL SIHEEI MEIN. PANELS SHALL HAVE -SI1TTtRAL QUALITY STEE1. AM A-B53 FdNA.OE SO AIMMLIk. C-HAM pILVN$2E0 ' ffi STEEL OFST"VN W/FY- 52,2 Iqi (AFTER ROU.M)• 9, T SHALL BE THE RE�ONSIDJUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS. � THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCR W3 TG BE STAINLESS STEEL 304 OR 3t8 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED INSURE PROPER ANCHORAGE:: M SHUTTER SHALT: ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME 90018 Wf '50 t%i VIEW +aOTH AND 0a kAN TENSILE SIRENGSH Rd SHAY, COMPLY W/ Fi0R10A BUILDING ODDS-' SECTION 2A1 T.3,s"4. 10, EACH REGULAR STORM PANEL WTM LENGTH, OVER DD", AS PER.$ECIIONS 1> Z. ±, S. 8 AND AL iWr 3W 8e sW �L. SNEERS 4. S. 6 k 7 RESPECTVELY SHAD HAVE A LEGIOUt ANO KEADELY Ys5Tt3tE MARKING HNSTRUCTINO OWNER DR TE-HINT' TO B BOLTS TO BE AVM A-307 GALVANIZED STEEL:,nR AS 304 SONS STAINLESS SWI. WITH „36 W MINIMUM YIELD STRENGTH, SEGJRE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF NURRK;AN:; WARNING, 7: ANCHORS TO WALL SHALL BE AS FDILOWS II.. THE INSTALLATION CCARTRACTOR IS TO SEk/GAUGX ALL SHUTTER COMPONENT E06`E5 WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING to PREVENT WINO/RAIN wmUSION. (A))-EXHSTINO, - - I/4`p TAPCON ANCHORS AS MANUFACTURED BY I,T,W. OVILOEX, LAIC, (din: 1'c-3192 p• _•) 12. STORN PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAGGING. PLUS ANY BUILDING AND 2ONNG REGULATIONS -: i/4' e A 1/11' CALX-*.ANCHORS, AS. MANUFACTURED BY DEAIALT Or PROVIDED BY THE AJRISDICtpNt WHERE PERMIT IS APPLIED TO. - 4/h'¢ s ,31A" S{NN.N)-Si`f' ANCNDR5y AS D�'TM8UEE0. TTi Au. P{#NT SCREW, 86'kT' & SY'EO64.TY CO, 13, (0 THIS. PRONCt EVALJJAMON DOCUMENT tP.EeD�) 14f 3H15 }?LGLNEER !S G�iERIC AND DOEW, H4K PRDlR,DE LNFDRkATiT?Nt e'a+PANEL 't') :. �Wn` FOR A SITE SPECIFIC PRWECT: Lo, GVH E THE SITE COMM** DEAATE'PROV T+� P.ED, 14«1G PANELMATE FEMALE O & PANETJ4ATE PLUS ANCHORS. AS MANUFACNREO"B+ TiLCO CDNS'rRUCiTON PR�3Ltct5. - T/i 2'AMAC NAIUN ANCHORS, AS MANUFAG'RIRED BY DEWAL7. O'IC, (t) CONTRACTOR ID BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION W=VING LIFE SALTY GF THUS PRODUCT ED-1#E%SNE DOES NOT DEYM7E FROM THE LTaN1ITlDn$ DETAILED ON DOCUMENT, A:T MINIMUM EMBEDMENT OF TMCON ANCHORS INTO POURED CONCRETE SHALL BE 3 3/r" 2" FOR ELM PNRELMATE ANO BASED ON IONTHIAFE.D, AT SITE COMYarRUCROH SAFETY AT SITE 15 THE .I'QNTAACTOR'S RESPLNNSI&I.R1', 4 3/#" FOR 7AtAAC rNr4GIN ANCHORS. 40) THIS PROD= EVALUATION ODWMEW WILL BE CONSIDERED: INVALID IF MODIFIED, A2) CAL:X-IN 8 SOUO-W ANCHORS' SHALL BE EMBEDDED 7/8' INTO THE POURED COACd+M NO EMBEOML"NT INTO STUCCO SHALT BE "ITTED, 1/4' i-20 SCREW+ USED %W4 :BE T 1/2' LONG. MINIMUM SHOULD MVCO EXIST, (4f) SITE SPECM PROJECTS $104L PREPARED BY A FLORIDA REGISTERED, ENGINEER OR AACHRTECT WHICH WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY RE HEADED SCREWS'OR ALL. THREADED SCREWS WIO HEN), ENGINEER' OF RDOMO (E-O.R.} FGR ?'HE PAQi£4T AND k?fO WILL BE NS9BR.E FOR THE PROPER LIRE OF THE RE,D, E,NtINEiiR OF RECLtRD, ACTkNO AS A DELEGATED ENONNEATI TO THE BUT WITH WING NUTS, P.E.D. ENGINEER, SMALL L SUBMIT 10 THIS LATTER IME SITE SPEOMTC ORAWww FOR KNEW, A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. SVIJOCO OR WOOD BOARDS RE POUND ON THE CASTING WALL OR FLOOR. ANCHORS SMALL BE GONG ENOUGHH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (0) THIS P.E.O. SHALL BEAR THE OATS AND ORIGINAL SEAL AND SIGNATURE OF THE FROFk55WNAt MZMOPAGE SMALL BE: AS MENTIONED IN AT) AND IN A2). EWNEER OF RECORD THAT PREPARED T. (a) T^ "rXN V+k A� t Rn. IA. SHUTTER MANUFACTURER'S LABEL 'SMALL BE LOCATED ON A W.40ILY VISBLE LOCATION AT SSDRM _tOt _� „. 1/4' a TAP00M ANCHORS- AS MWNUFAO4URE0 &Y 1. L W 8U1L,DEik, INC. PANEL SHUttER Id ALS,DROh Y O WITH SECT'gN t7tI8.9.2 CF PIDRIDA BIALDIN:. LX30E. ONE LABEL EHPENINO. LABEUNB TO COMPL7` WNIH SECMON IlOB.9,3 OF THE -." I'/ ' e ;< 7/B• CiALX-I4 MOVIES; AS MANUFACTURED BY OSWAL7, LAIC. FLORTUA 8t11W1NC 1/4`0 X 3/A' SOLI ANCHORS, AS DISTRIBUTED BY ALL POINT S'CAtEW, BOLT k SPECIALTY CO. - #14-10 PDXILMATE FIMMLE O AND PAtE1,MATE PLUS ANCH , A8 MAMIFACYUR'ED NT' ELTNU CONssmu 'm P AN"P. M� - 1/4' a 7AAC NAL.IN ANCHM, AS MANUFACTURED Vr L'EWALT, INC J• 11.1) MI RMON EMBEDMENT OF TAPOON ANCHORS. EICO PANauges AND 2AMAO NA'UN ANCHGR, INTO THE Ti�i5lytr "';f"•p FLORIDA BUILDING 'CODE Non High VelocityNurrlcons zone BOCK UNIT SHALI, BE L 1/4': g? .:.. - -.' 0,2) Cdd.N-IN & SOW -SEE ANCHORS' SMALL. BE ETABmom 7/6, INTO THE CONCRETE BLxN UNIT. NO � lAibO"PETQ44 � 1 � PSI �� 4. SILL iJtYAN4iiD STEEL STORM PANEL MAN f STUCCO. SHALL BE FERMttEO, 1/4` "0 SCREWS USED SHALT.. BE I I/Y LONG MINIMUM SAOLU EXIST, Tt " - rAw4rH1 . aYlti/aam AND 1' MINIMUM FOR WALLS WMN NO STUCCO; ':_ LOW f6ROTEGf1ON PRODUCTS, LLC, �'°�':, STATE' F R Dim ie 8,3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS 8E FOU flan" TESMHe e _ ,OOC A.r a, 3vsL4*. DUSTING WALL ANCHORS SMALL SE LONG ENOUGH TO REACH THE MAIN STRUCIURE BEHIND SUCH P ss .�Rl, "V, +' r' , gees nee a -un Raw- O")w--ma, FFft o -)Nw-m 20-175 SMALL BE AS MENTIONED VI ELI) AND IN 8.2).. AM I6NAL w mw,aA am r wFl� - uanWc Nc ,ANCHORAGE CA-cme'i a. 6Y"TY 4 fT7iANNMNI GIGO P.E. VAL/NINiI13kL/AN[' A, tN,,, P : lNST> LLATION 11„5 GU&, PANEL C!) '--R NPdtE7E %LOCK , OR CONCRETEBLOCK 14EL$IiRED, CONCRETE IItGID83 REOIITRED. CorrCRETE ANf7MRS GCE ULE ONE"`'. SG0 T S4e:E73 9- THROUGH IO) r< .SCHEDULE SEE oN (VOSTINIT (�} SHEETS a TNTKWSR4 10) CZ) e:� Vogog Bl0 H 4 SAL "W a ay �...T CONCRETE ANCHORS Yr (Sg SCHEDULE iN� t..•. ,t ` ,t DIM 0 •IM WL04 10 t I H N G 1 y r� d% . I 1 1 1 1 7 T ( I t E I 4 i d 1 I L-_ ID OLAS'S- -. 11 "ISTING, (ON ¢ Louot CEtlt 7"tl _...11._.. .,:-.. W. _. ,. ,,.. .....Z 1g - -IF, TO GLASS, 7 I ITEM F 7-37 ll. ON SS . _,y_.,... ,-.__..-.:_... EA. 1 1 SNEFT 3 3 TONSIL 1.F.NGTi 4 ( BEE SURE .i} k I ; Y4T, SEP E ARATON Mt 1 i ANCHORS 1 N SHEET 0 B t , aIEF1..3f.42GPFi EL Gil La,W3. PANEL tENOi'tI CE SCNEdLR.E 1 � L`DTNCfrEIE -...._ __.r..-'___ Sm SCHEDULE ON .. -, ___-� __ j ..__,._ .�- _ _ ,_._ SEE 54"B:E - (ON SHEET 3) ON SNEER 3) SHEETS a THROUGH t I „•f v' i OF l �G H 1 1`J i ! SAL' ' 0• t NwNLI Ott: OF 1' I 1 MAY t 4 1 y 1 l ' I t E,D. 1 f i fr DUSTING P , ? E` 0 i (It 1 �_ �.-.--R i L • ' "eL wAs 1r ra - RW MAxOF3 aB 'wE - S Ll4 url=ts Ni rWd-eX --d 41 /t EON BLOCK.. t_. I i. REQUIRED. 1 ___ .._..( ., `." OUMCRETE. AN�OaB (SEE SCHEDULE GH -_ R a /Y H!2` Re. ;T i'[RNATE � ` 3FTEETS 9 THROUGH TO) W[ o ONLY 10" SOUO SET' & CALK -IN ANCHORS Y ISO. LGDAfiI ON ARE USED & W/ Q5ib WHEN -... DOSTNG POURED CONCRETE CONCRETE_ POt1RED CONCRETE AWN= N 01WO R ffiOCK REQUIRED. CONCRETE ANCHORS t SBT W/ S1tlb` PANELMAALTERNAME A USED ANCML0�5 t�QUiREO. (SEE SCHEDULE ON S}HiET5 a THRWM 10) (Slz SCHEDULE ON SHEETS 9 THROUGH 10) SEAL£ 3/6�1• SCALE mi• FLORIDA BUILDING CODE (Non High Velocl Hutticarm Zane E0, .EDGE DLiTAT SEE SCTIEDULst..:ON {.... SH NETS 9 ) COMBINA7TOjI; OF SEGTR7N5• - : 7t� & BE1I7oM MOUNTINGS CAN 9E: IN Y ANY OI4 t ED ANY VAA TO BUNT C oN 44167 Immao "am W_ 24 GAGE MVA92ED STEEL STORM PANT ' s 11r � n®w ., * '.-. '7k T::: t-••�.-,. '.., -•+� STET€(> - 'Qke, GLOBAL PROTECTION PRODUCTS, LLCM :'3H-»: x Tr uA9 i4i k 4INAP sw. Sx 3TraAT s i`,% ,. Q(( an 14a: R:e... :Air L r -. -3L1,a fi OMIE, FL. '- D , NII/a7/znm ,ILLY: _ IRNSTALLATION: 'bi4i _,.,,..,. • A`t 7.e> Lao a tMI /{j nx. , Nti r swLm-qAr Plers tEI.)a -ss ; Tt>s•. Ea yad9"Im ""MG,-ppOpTa 2T76 GRIMML1 - - - h FMNOR 3 INE.YFA � tr- i A dn. PL _ w: ifBlt { d 1D INSTALLATION DETAILS FOR REGULAR PANEL T INTO POUND GDNCRETE OR GONGRET [ WDr.K S'� UCTURES INT-Q WOOD ST1��JGTURES A --. 1��rTA1�41�ON UET� F4� REGULAR P��L �1 II�TU 1�ti0€3 tr E[^ SNP" ANt.NaDRs:(.pFATrON-`:-+,.,' /...'SEE SCHEDULE ON .✓ :. '' tM'e-3a,;i' t dH SHEEN ,._..... 1.^.. W ..... ! r "...•,TOATERMM11'e:: Tb;Cs i .L+`kTIECONCRETEEDNLE, DN �`'*.- „'•+ ANG'44RS `w,* .+r' (SEE SCHEOUiS ( t/4Mh&M1• k ++° / t! r pDSnNO POURED cONDRETE. -... -(: """ sa a+Eac soon I 3} ! AV B[ I <'a8" (Mhi•i .. :A - ,r-... F' a �: i ,,-,�„ ' € fiR>41la•oA E. - _._t IaE 4OPI H'Aii "' BEAM REDUIRO}:' P ! , , L EXISITNO POURED CONCRETj St4EEY's a THROUGH 10) { /r`%iJOR CONCRETE BLOCK OR NNCITETE� tADOK , j �> ,a �-- , T HauM1YN IASi r-6') 1 AD47gC1' OF BIRa7NAiC WUOd a / "'°-,, g �a ttE0UI1tE0. 1 ; -ALTERNATE CEO. RED' ... • . j s b _, •• -1 1 1, 1La., BEAM TO BE CERTIFIED BY _U3rA710N ,.aNtliETE NaNetIDRs tr < u' } r `7 i+ - (i <.' I= SCNi3%X,E LNt , REQUIRED F {N - WOOL ANCP.ORS / � 1 CLASSr 1 ---( �{EET 1 Ft1R ARtTALLATF TO IUITER � � L 1 i, ,' NIT, }` / (WEE SCHiOULE. ,! 'R r J-L- --- - 7 / ` ANCHORS H:7ERNA'!E WOOD ANC9WRS s t - i Mur MIDI W &O "m r,..✓ ��,A(( .... a '1....�::// ►JAdt}c rnL tcW LeT taa-R SHF€ls 9 T}1RIAiGH 1 `,� ,. }/4'MAX SHEET' 1M) ✓' ,. D� {. r"'91. SPACER 77 rN SCHF,pULE aN (SEE SON EdULE DN .. r. A i ( iM .lw...�. OS31•.I ice• .rp."'""'a€a9CIuwikL:. ,. ti F4 l., i „z '. CII {i :. SHEET I1)' SHEET It) `` ifA'®�i• ILL VA. A/ wt 3 ^'NAM: � � { f. I I «; I. MAR, Ile eDNcperE ANCriDlrs _i _._ i • Y ta"z` �^ rr j A' • T . e . Hy.,.._,, ..,.,_„_,.:�., WDdD ?IEuiE t2, 1 I i €® )" ) �. % (SEE SCHEIILB.£ tli t Tom. . - 1 I. 2 : _,. { RHO G t - j ,; I 3 3 `'^x -Y - ..",,.w.._ s MAIL. WG+OO ftEADEL__._. SHEETS 9111RWGH. TO)` 1 _ . Ep_1 i r./ 1 rf lli. �` .s 1 # 1 :. 1 I .y:.. t.� ....._ ,.. 1 i �I .. - -"'S IiEDUp D. -x. i # tV-3m"I f M6Ap ea7e ] 1 f F,^ 1 1 ...„; 1 1 L _ .(-7 7 Ear r^ , U x.-:_.... 1 ( t7Us1INDG: i ioi i i - '+E i�ne t 1/4• Ac i - E i' Mm. �_.,r ( _ i "s t, { (`---.--.1 GV5S�i i - _ ` t ! i ,WONPANEL LENGM i 1 N A % T �° a T MUD. Lem ALUMINUM STAGERS 0 12 1/2" 4 i I ( SGH ON f'. a2• 'i 'i 1 1 p r i ON '9NEEY 3 r 1 L ( ') i �.. BELOW SaEE '.TABLE %1 %SNM T1,)S .. fYl E I. ! (SE"E TRGNEDIAE I t i : d 3 [ I ,{ MET. I iFOR r r DIM,.. FYIR FACER I M4az 1 : 'i." TM{!S, 'l,` MA71,... S i 1. F i 1/2` LONG L1MI1A1'I]NSEPNiR7NON 4 SCyEW1 ty.._ SEPARATION '+.'t r I 1 W4 SI'#L•T5 1 Sk`E SCHEDULE I 4 (SEE S USE ? j 1 g 3 9CNMU 1 Tea p & TG GI/Su. r' PANEL LENGTH j PANEL LENGTH 1O ¢LASS, f ,!4 aaM TN iF##E15llslE T 4%H S k is E (i4tN SHEETS) i (SEE SCHEDULE ON SHEER 3) 1 1. f 9:oN SHEEN 3) 1_, .. ss saris ; 1 MID, SEPARATION 7O gi55. I O 1 SEE SCHEDULE ON I I's SOIL ) HAI SPACER:" E ON SHEET } :.--._.PANE,, HOOTS FLIiAAIF id OR PANEL MATE ( - - 1 ` 7IG I I/4w-am:N• A . -__ I: I P1.U5 (5E£ SCT€OLAE ON SIGNET It) ,. U. AO` i" _...(SEs SCItF.OUtE ON SHEET. 3}. - L t!<'A-;Xs'i' 'L' MAIL• �. E7NSTTH __ a (,AZ fdr vlMt 'L"-Jfimy E-;._...^'..}-_.-r_. .NUDE AA nYwL i _ '-_ �. ..:-L- i5..am1sW i f ti i Mir-_. .7: y._.._ f I-._... 'A#. BIL7sW -PANEL LENGTH HEIIULE �_-- ,M. - _, sacaT olei Y-t1-_-� , Min. L -.'+ a _ Ii 1 i �•t "'iX sL- UNURH TTAlt 7-� PANEL 1,EiNGTi1 1 s ( 4 - 'L' 3AdX; i 1 ET 3) ,rL_.._ ...__ (SEE SpHEL1ULE pOSTIE)iri ..,. T..__„y E%HST Nd. L t 1 mw 00 7-Y} STUN _.._ TO GLASS. �.. 2 X4 WadD ---" ► . (SEE SCHEDULE E%. ON $REE4" GLASS OF GLA54-'.`i a.. .., - I 1 GLASS. ,SEE gCH' t PGYE fTEOUIRED : 7 I p,MIRp5G1k -t w+ww. (5>N SCHEDULE!3) �},�.. .,,,_„•.,_______ ___ 1L IHX DaN.T^NP') ON SFNFgT 33 ON SHE 3) x.. -v _� __ Tom. .t wu. E i �!1 E UJI SCALE t a Ta i 2` D.C./Batx } III L' OF 'L" y. i.^ GILLAfiER� T ( SDx_ ; ( / SEE TABLE //1 ON 5HE£f 91 fili MAX.ANNC. PANEL (FNGITNS h-f OF .. i I i j ( MAX, A3.D OESIDN-LOADS FOR TINGE TSTALATION. 1' t J i ....__..._ LFNU'T}! I rFAIt, i t OF i' I 1 MALL " T E ! ',_.'•;f a T2 t/2'O.C. L..._ +-{ A'A-su`14EAD.Bsera A t ::.: a 121/2' O,'C. a 3 E1_-_.-.,�. .: t EA -•,. }i t/2, I iy/v 1' pp .:CONCRETE AMOt � Lr"o"_ [ u4• a'c' COnDRA1'E AFX;tdIXtS i J : g& •r- i. ;: t , L ,• :N 1. I ED _ iiBlw igtL,s -, .).,.,.n,..---mt v. ,- ,., 1. ): 1 it'. t; j 1 ± i___....._....! L ,r^`. `"•+ iY a a i/4' et: (�E SCHEDU,t€ ON .'! 1.-(t 6t (SEE SCNEOtUIE dl4 ^�._-.- •.. -. ]R SLAB SHEETS a T SIGH 10)' SHEETS a TNROUOR 10) 2 I/a" LONG VAX. ALU M t _ O ". -,y ..- _ I. {. 1 € i , _ _, sTAGa;EREO W/ STUD - I I l SPACOIS a A 1/4' O.C. VALID FC&t :I - _ ; r i ! (SEE SCHE�[It£>ON. $A JW t£ I i,: 2' RANG pt jj POURED - ALL OIWTpN ?,GOLFS. AMO PANES - _ - _ - { T I (> WOOD 1 S ii T I° O -. COFICNEIE 1AAG� DtIStI1G POtAtFD CfiXiCBEFE LENGMHS PER 91tEET 3. '* - `y •` I I .SHEET Tf 2'aei^iNQdU PL/!LF - L F Sa 10 CONCRETE CLOCK ' , e a f > ) i ! i ;' ) (i) AiBM1UDIOM IS mfftaBIID i4 A CIE STORf MINDMa 9 elrtt 1S'P' ---- CIS REQUIRED --F--'m- ( WpG4 }ANC153R5 REQUIRED .. 4' I . •� ?) .`�. '` -"`. N f` 'N r IA1M EBFI IWdf_ tMre a A FIX11 LION WOOD ANCHORS ,'.,�..___.__.,. { pslamE9' .. i` MAX, .LIMN ALUMMNIRI SPAR u` a 'A x4' WOOD _-;:...., T I SIL L.. `•v, € I, N ) H ' VAX MIA HADOF NOW OM eL�HIMiFA IS SHOT -" o � r i a '1 INN A 'Z`5EE 5C9 mu: ON ... r n£.4UtliFA, 12 I V D,C.: TABLE 1 CN. 1, ,To L ; . -.�... 7- _ a ,i j 1 SHEET 1 r PNe'GTE R£outhi �,. s '"I WOOD ANCHORS �„ +. (SEE SCXFAULE QN..»_T. s ' -.- SHEr 'a & ID �,:,; ; g si�acEReo W/ ssuD' i s �s �_„L" - N" N(1od tay+Na+onsc Bnaa a oNe�rt a sae uu roa T} } t :. (S SeM.£OULE ON T N5k6wW0 C9WatiaFrs t s--.. ILATZ E2Egl#IREF - CHIS 1, 19 1V AT 11 t(a c.G � +ram PRme t2 i1x•�L�a Nsa1ID ON 1 i � �r yy (q w�I SSURE ,,, - ' j I' {�) AWL 24 [.aE PALL LEM6IN Is L1WIE4 7U ss' AT Na' O cn SCtV:E'3/8�1• SCALE 3/B-r SCALE ;4/n.1" - w WOW sIDRN wJA'L L@w,F:6 moM IMGET iraatL LENeiLe ,YLaAvo IN. 9LI�_-ma 110LiNTdNG ca (r81 i/2' LaNO REAEEN {I4tIPmw ,f" IINN, RE At YmMm YINMAJING AND EN • t3) mu p tE,#B:Y, 4NEE'f L MMLIOM i F 1 Th'• T iLRMaR 4M Ks IRNLY RNA'f'iV'E AIW ' Ala Air WOOD FRAiW.'WALL �'RGLE " VNtO PAR wlm mina i,s Alm''3 AB ar +BUN SCALE 3/Bn1^ M E-,eIA 'HIED THE 2Mq (71A OAGDMI OF THE ROPA* 01"It"Att SCALE: 3/bat'3 B..B..a IMi14NNffnf SCALE 3/BI'1 *04 t4) %is6Y;JDISN 1qL� OIAY PKt WsM dXDlla3Oa� A. ?! h 1 t 4e 3 pO4 ABTA E MtiFFNJ.� �Sp:.! E11� A 1f�T BF''•.� LU $; ' �I N - 5: LlGFka ". y'p - - MD, 441 B7 '*� s FLORIDA BUILDING CODE Non t•R h Valacil Hurricane Zone FLORiDA . UIL7'tINC CODE ("on Sit h Veloc) Hu cant Zone >N r?�TION OFy =Ns: FLORIDA BUILDING CODE Hon h Yeloci HMrl9aone Zone) „ _ .,. T. INSTALLATION ARE DAILY YALIDFOR MAIL.;A.S.D -TL'> , 3 ; , w rlC:. r O x. .. e , D F :D, , exam TIL1p70._.. r , . a T. E ONLY V R MAX; R.5 am Ta I#I:. '. TAR>m 3G 1 !INSTALLATION ARE ALI Rua ,P- " . Ira,. a Sp' _,.. 7. - .. t^ 77EI OF , Q F4 RL M T M N'1'INGS CAN @E >r . 44' 0 � 6Q7TQ MOW 55U -... PANEL N V _ D. H44fr7 ,. u�...__....,^!� ..'"*�` �i 1�� 4 P DESIGN PRESSURE RATING ps,��R 11PiD P LE GTHS Ti i OAt ANMZED STEEL fitORM PILAF(.. Z4 GAGE VAIitZED STEEL STORM PANEL GAGE GALVANIZED STEAL STORM PANEL GAL s ELATE. OpH4tI � ... k B T # a IwaWNSCHEDULESiiP x z EeMNN DESIGN PRESSURE RAst4�iG a }AND PANEL LENE(INS � era,'qq . �,- :.. (P ,. Yr COµMINED BSI ANY WAY TO SUIT ANY... � .. ,. _.. : AS PER ON SNEF,'i * . * � Mrrr®atawH DILLP F:.. .. k L HEST 3 'EX 7 ` fi PER SCHEDULES H}H+j 5 CEP F'OR. t CAN A 1c A sr. M MOUNTINGS I sir eTAg3 s O & BOTTOM i`tt}N, 2 ; R WOOD D H SIF T.7T _ 47 ( aNO NOTE FOR COLT NA71QN. !#'/tWAM /Law NSTALLA. FO .NEW FRAME CONSTRUCTK)N. WOO %1 , �C} - I />� CTS ,a C RROTECTKiN PRODU LUG. fiTATE17 BAL PRPEE PRODUCTS LLC. VARY 7D 5T111 ANY AL7F.RfdATE 2W _ STATE GLOBAL PROTECTION PRODUCTS LLC ,... __-:—� t LOBIJ. , E.D. ED1iE'o SCHEDULE a �:,.: i . �Ne. CLO CT[ON . DIM- INSTAMEh it4 ANY } sT �t1..iECG Itre. . iwE: MEiaBERs To 1 s�rTNERN PTNe No z. w/ sPECIPIc %Iy/ I , iL EC�i'? Tate. aViu (SEE 5CNEDULE ON TOP & BOTTOM MOUNTINGS CAN BE O . Fl - a Nos sw. a1 4rm€Y - INSTALIATi(iN. 'sypc `' flTi10 t +am sw. St 3rA¢r -DENSITY OF D.55 OR EQUAL CNAL Aem s.r. 6' sU z `yi S ORL ,.. aP. ww. Sam. - n auV DIMP. F4 3 14 2, FON NEW WOOD FRAk1E CONSTRUCTION::. '#AO00 '#�+ P,k, a.r: a e. at IA,ree..A aarw onW. Fl,- 343u tariF - IA1Ht T,ac-aw a w ai rw. ekew5 w mr s,VxE: is. 3s3 SHEETS 2 &. 10) COMBINED IN ANY WAY 70 SW ANY 9. ,r„ , 2G 175 .,,... 24-175 NHM 20-175 1�S?PAD' >' E t> +-'as{5, NW: f1i4j -4Ts7 ( • / .fn-.xe» PHOW,.iIiS+M6I-T[4E. FAX (W)Mks-6Jia *hw 4 (An�m�m , �MaI m=-,mx 6W) Ms-75W PAK. Iaa+ -sYtl tNSTALIRTION:aIP i rG «,me:.we"w. .. a....::.,.. ,�,. MEMiIERS TO BE SOt)7'IN£IiPt PINE No 2,. V// SPECIFIC :. ?F AG. tA-00OM7r# Mtro Nu•: tiEN811Y OF 0,65 OR EQUAL. TAN rA-am87Ht '•' Immw_ T!I .t1= P.L wt.I=m aIEj1 m .CA-pm471t wtlaim Pe +a,w:.. owtwl+Nr Q tittER4ttt. r419FfOi1[ tW9; A b S tI ,e NN8#A. BN.TER A p.!<: M : ■ 11ALTfn A tlttT Jr. P.a,. )IL:: ,' 3ixcr; e a tb a tRIA1 >: eF UM _I 4--a N N U N Q Q c O 0 L_ cd -0 CL � OL �Itt AV 'L ^� C 0 Q — i U a) O O •v U_ O _�( -� -0 U O 0 -a O L ^� CU -0 . = V l w J \ W c= N m � n_ •N O ar N L N N � � X O3 HZ) m ram.. � Q +S � Ea w cm rL.12 C3 U A_ SHEET NO. SH 1.3 END CLOSURES DETAILS FOR ENSTALLADON IN .POURED CONCRETE, SAS & E-Z HAN2 SIORM PAN SYSIE S 1 4APoE4 1 Yx4•.-t1W0 FRVg 2`x.3IXr -W3` 3t18 H-1f e0aa- AU,M tX+Rt. M.WL t "1 10. +�• : AR1YJf0 } AtaA:EYATIC4'#.A 1 s/♦". 1 Alt* TaacnR s fa nc. 2 I t" t auREb T cNcaEi[ CIA M 1 HIOCK lam, 2:n4` }pb6 #' iE 3 FRf#iE6 f kEtf 1 1 MO Y i $j#` LY,Fl .. T NYL1Pdt 1FIY01�`ut(�Oj{21nt ---tFj% A 8UW-4RA1rE 2`Wonv _. NVf R4iF[ p�� IEMtA]L ifC IOCATNM A2`Wonv 17zt ! 1204� a ....AL .,bM7: 31O8.xHiS4 ulVk f VOt i AIR 21W wFRAME_' : « "IALiRITd.W azf a"+f"YWOD'rAA11E�01A1#02.I/2' � L`l s.. fir 1 ' _ 2' _ 1tArIE Mak. �� gal Nak. ifAP 7io5-7itis OR BOOS -fa AL.O+ a/3�Ktflrt Cmt Ahkn AN0.0 1 4-CARIA %aJ• A PLAN) CASE B ELM) CASE C (PLAN) CASE R MAN) SCALE 1/4"g1' SCNE 1j4`=f' SCALE iJ4'.1' SCALE 1/4`<1". 1�'"`� SpUH-"yEf tNt tNM-Af r OR ELOG PA142j"SE t 1RW AY 'FUaALE:� ANb !,p tea-+ ,�Fi f70FAr11EiE 9LDBM. ,.1 SW PAagAMiE. PLUS , :PC rTO�A ,I T POURfO , 1 2 t ,. ... fR,OCfC. ,. +tMffS f „... '4atCFE s N< PANEL -.. FttAME APPt3CABlF 1 AP. � !� Iba ( " } 7) �. "E R PRA4L i``•' OPENING vla" ` 1aLtlRlEa 1 ,JL 13/4' - - s 1 t � 0) .^t' T F: aitCf >M/ iNG,OflEa I+pW f 1 YNiliS.. m WLL ( M X ♦ 11.0.,06TANCE p:ti.4 1 J.w74"isawns ,O�A,NtArytM(�/4 Aw. CASES (PLAN) attff•. . i *'�1 A. T! d SCALE 1/4'-1' avt ..+g ar V UOQW IATLY 3S!:' t5CE1y�rSr',•'w Z.' CERTMPLRECT INSTALLATION WALLTION S Wl � SURFACE" LEVEL VAR1A'f"S WITHIN 3/4" FLORIDA BUILDING CODE : n NI. h 'VaIDoU iWu calls :Zoo*. E E I(PLAN3 CASE F {PLANS �, F r maiar[OC uC 24 RAC€ GALVANi M STEi7. STORM PANEL OWN, Hl •' SCALE SCALE 1J4'-i` 1/'L=1^ , .<` .•Oii401`: litC iL 0 tote OW04+ PROTECWN PRODUCTS. "C. we of ai uw4 xff. ar ttitatl '-`"'•^- s Aj/ i awn.*mc a�a P oaf n 8n}4 24-175 P,4:tfB.)"A-7vA t7.6: (s-p7Q7 axr uuarrn Roc . if4nra aItX" We fMAr,1Efl_m0af14yy P,F. aairna.- s - - (VALID ONLY FAR PANEL i� INSTALLATIONS AS PER Ak.7ERNATiVES iW 'THRU 4W, 'ON 5NEEf$ 8 4c �)It T MAX AS-0. PRESSURE.DESIGN. Aktax ofOF MAXIMUM ANCHM SPACING FOR E.D-a AS S{ 1 ON SHEM 8 At 7 APPLICABLE To THEM tAafa{iEL LENGTH (,) TAPCON iAQ SCREWMfDOIE PNaE�L1:�IKfE WOt1D �G 13' t3' 13' 13` W13, 13' 1.3' ICY WITTY) a I/r :. 12 1/2' a Ile .•) SLR a n` a` e• - LESS n'" 13` 13" 13' 11" is, I� il' ,3" 13' 13' a 1/2" W ErpP) 13' Ir Ir 7S` - a' 1w t41Tly" a 1/2, # Ale a tj2' 6 1f2` a tf2* (IL j 12 i j2` e 1 #' {BOfEh -b` 7O 4 1/2' e 4 Ale '4 1/2' - (SOP) 1}'�{• 4 If2' A 1/2" 7" 7` •- i1D� rta r/2" a rfa'- 1II` 12^ 4` w tT�) 53' 13" T3' 13` 9 tf2" (BLa7OM) + SM TA9LE $T FOR MAX. AS,D... DESIGN LOADS Rt VWL PANEL LENGTHS Y1f" SPACER (9 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W" ON MEET I3 frAN4r.ItigRT TA PC MAX. AS.D, DESIGN tR (CAP MAXARRI ANCHORS SPACING FOR �,D, - AS SIMN ON SHEE}S a # 7 APPLICAB[E 10 t: OF rXU WaM1}gt. PAMEL LENGTH (ry) TAPG%fN LAG :$DREW PANELAUT FDA" Rr PAfMM WQDD BUSHMO 13" 11' I3' W 13" t3" t3' 13• e - - 41/4"- 121/r 51/4' (9=.:) (Top) OR LESS 7 fl2" r r e` 3W (BrD�f'�1�f)' Ir tS' 13, T3' 13, POP) +7H, -7S 7$" _ 13' 13, 13` (BOtTOM) 13• T3` 13, t3" Ie W cw) Ir 1r' 13"" t3 a 1f4" to B SI2` --If3(2" C ff2" - b Ale 12 1/.2' S 1/4 (BOLT..) 3:rro 4 1I2' 7 If2" 7 llr ttGP 7. y - a a T/2' a" a 3N (00TRM) 73" 13, 13' 13` 13, TO' 4W ) + SEE TAME j11 FOR iA4)t, A,S•D. DESIGN LOADS &MAR. PALL LENGTHS WFEN WADER IS USEI)r FIG ONLY To ALTEtBa4ATE 2W ON SH€ET 6 Z iE�... AS& OFS10N (AA4MUM . PANEL LEWH 40 PSF OR LESS W-W > 4D PSF TO 50 PSF V-2- > 58 PSF TO fi0 PSF 6 MAX. PANEL LF- MS ARE ONLY VALID FOR INSMIATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & W/ "SP leFifg4a_1/2` OX. t era '�'ON SNEET t2) r L f'} � E dF[EtE AS 6, Ai IOit ANSNORS TYPE a"SFAOMO rCa SdSTAUASgNS 1NtO 1110a fn7rM 1atEbal➢B. 4aaMAt ArgadOR SPAF AND iaXA.ILIM EgPX 1�'fAfaeS AT$ IMACAIETI ON ENS 5Ot1@1i2,G PUS E0. eS84 7FWN EM9OATEb ON LtlLE AEDUOE ANCi1tNt SPAYANa BY taA:TMLYaM 3PAOa1D 3EbWN IX( ItE BY lfiE i�iCA9i4 FAt:TWat }Dp 7TY5 CPFM1IOla TO >C Rlp17CEa SJrADREi OBµpIFD Htal� FAOtOR a*NMI. NOf � tL% 7WN WNHtUH tPA6414 4+OwATEb FTM.' aAG'H AftlS1QR fYAE aN THIS nlrtxrl IIRMPRI. ANCHOR rYNJaA4.nrf a 3 tIRJN f� M•af BS: 3 a i/a ' NmaN. fa1aE P�HIce Otal7 FAPIIAI - . 3' oAN t.oi • "ti , 7. NvT_1v;MTA1 now-la"l • "ti , 7. NvT_1v;MTA1 now-la"l MAXIM A.S.D. DfMN PRESSURE RAT]bg, 1ORBLOMPffig MOMUM ANCHOR WAMW SCHEDULE (VALIDONLY FOR PANEL(fj) W9ALLAT*NS AS PER SE=M C THRU S. ON SHEETS A & 5) I"r. B IiW PANEL LENIMS ARE O VALID FOR INSTALLATIONS 1Y/ SOI.fO SEC` ANCHORS. & W/ SPACER AT 12 1/r D.C. LAay.tlthSNa _ ' CEDE wr FLORIDA HUILDINEI CODE OP HI h Yelccl HUI, acna Zonal $ tcfEca E 24 DAOE GALVANIM STEEL STORM PANEL rr #; .44167 t oa I JEC Q' Bala. GLOBAL PROTECTM PRODUCTS, LLC. 07 y�5, Y, •.�_••• aaf4 S'a. St allow Yy�a2'�•. F, ." "d.�' YJ4�4 ri0. YM1M aY64t M1 i]!N 4WE. fL 33JA#. -*.4,FS . N(Q .• � ; - n.. , aw na"vok, m . am m«a,+ Ptroe'BPBaNw•-'/sw. w. (An4 -ol" � 20-f 75. I 7M�MA ,te:.or 10 ,O; MAX ASDESIGN MNCgAIM' ANCNIxtS SPACING FOR APK E.O. PF7t S4NIEDULt �i.OW � C UNM fava SEE AtER7 „ t'Da artuaeRs 7rPE tL �Aa:dta t`uR arro vro�,rAN4C H tMalaaf AIMhtDR SPAtladCS AND ifE4aEA1 EOOE f8RTA110E Ate WaAf7TED ON 1tE3 �k Ft?R E.O, LEffi Tr4t/1 MdCr,!"5EA 7Pa 3CHED4Lk A4DUCE ANCIIDR 1fi WAARLYHB HPaGaiO SiHNtI ON StYo0y4E S,' 7rAT rOL1baM6 PIC'SOR3. FOR SfiLS OP[MtlOat 7O BE PO>iv. DICED, ii'ia"udb ! ',1TNdd:•-NO1- 3ffi5'ENAN LIIMRRIG 13P1,QRf1 WDPGAiEO ,`4,t EASiF A:aiFiCFR� 1'rWR` TI4h � Sf4h i/far: tj4'i 7/+h A#1p1IXt 74f� wuafwN M4cNDR ;HKOPfB (4t.) x E A/Y' : ] a AtINMH1AAfDan' Pn] 3 3 !{Y 3 lNStlfXta:Gf 14OM 3 f/n 3 ,/�^ 4 AC11YA..>■I>tl31laN4>^' - -EYQ:IOR ..._...._ _'� " SPA�1N+a� (x`R.Y Vl4TD YiHF1i SPACER 15 USED.' SEE '.E �3 6i1R 1�Ht,Y. ASiD. DE514N II]AD3 & &NX- PANEL WHEN SPACER � (F!='D. Tor( -..�Ct}4FS (SEE SEG kS & ALFPANATNFS ON SHEETS 13 1# iS &W ii A.Q.D. Dist LWID 44A)gY S+-�« > 50 F TO 60 PSF 5'-tD• R-tA/t3Sr R^2A/f3, 1R'-3A.lt�t, R-iB/1?. R-15/'13. R-�jt4. 3`�•G R-fA/NJ15, R-2AlYljfS. R-3ACYjiB. R-18W/f5, R-2T)W/f5, R-36W/f5. '• „� . 47 O O o k?. / f'p-•2Gxi' 5.s. ?s �� %il F2#tPA1�1PtfI�#°�AHLT.REUUTAR�PANRitAR STORMWa1TrERlAPtA� PP �(f7`•m' O +:Wa r 1'Ak%M MR) B.S. BpLl5 M§..-.T'�`: AT ALLM AT sA. LVdNLR { i-'T�'_ j e""-`7 —.. r t � t ..•i" `r"°-""-7-----`^"-i,.. , ,_..--.`^—r-""�..'�}.-�:F "" Cf2 � I , Ii� � ,�..I_"•"LLDaAtmN a uFE i`- ' i ! i t� 3 I s i { � r s S PANEL:. 13Di'fLM CLRNERS n" 'ATNG NLIS A7 i ilMiLfA36t1, ! WIMb NLAf AT ',S } LEFT PANEL RIDFti PANEL 3' � i'(• INi5(AtS.:A�110R5 ONLY VfN,KI )FOR WIND 1` MaN< R^fA/f3, P-7A/�f3, R-SA,/ta1, R--f6,fi3. R-2B/13. R-3B/i4; 1" MBa,� t sPp� rlrr fo ro7si�F•aT. �� rr._a.wla:: e_naaat�e xau€:fia a ��NC H_»ewr/ta »_zouitc LL� ( A3fCitOR6 DSLt; 5aDi1SNN3 k AftFIwAfAgs ON iiNEYSS t3, ff, 13 feFn) r'Rg7E�A},�f• (fa4f O4f7nM ••1 waxE tf1UMj ZORIt t S ff fIPE PANEL _ i y yl` SECTION A -A i. INSTALLATION ARE t3FN.Y VALID FOR A.S.D. DESIGN :... PRESSURE RA71N4S (P,a.f) AND PANEL LENGTHS AS PER EiENATWN CXi-SH 12, 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SIk7iFCERN PINE; No 2, W/ SPECiflC OENSt'ti"DF 0.55 OR FAI)Ai. REGULAR SttiRM PANEL -sO:D Ps P�1. LFi1GSiN ■L7) -Hf.O W. ANFI. fENCIft 901:7) ARNRNOSWALL iA�p= 1a-ifCO. tie. 24 GAGE GALYANTiED STEEL STT)Rti PANEL t �. C ©iE4C. GLOBAL PROTECTION PRODUCTS, LLC• a'/"a,1' � {aa4 iiP. a, ti711FET 1Y8C. Pf. 511tk 20-175 NaDFf,4 ru :oar 1 EA't, 16!'L, 12) Or( (VALID ONLY FOR PANEL t�INSTALLATIONS AS PER SECTIONS 1 7NRU &. ON SHEETS 4 de 5) AAA, 6 - SPACM Ma t W1X- A.5.6. (fw R-tA/t3Sr R^2A/f3, 1R'-3A.lt�t, R-iB/1?. R-15/'13. R-�jt4. 3`�•G R-fA/NJ15, R-2AlYljfS. R-3ACYjiB. R-18W/f5, R-2T)W/f5, R-36W/f5. '• „� . 47 O O o k?. / f'p-•2Gxi' 5.s. ?s �� %il F2#tPA1�1PtfI�#°�AHLT.REUUTAR�PANRitAR STORMWa1TrERlAPtA� PP �(f7`•m' O +:Wa r 1'Ak%M MR) B.S. BpLl5 M§..-.T'�`: AT ALLM AT sA. LVdNLR { i-'T�'_ j e""-`7 —.. r t � t ..•i" `r"°-""-7-----`^"-i,.. , ,_..--.`^—r-""�..'�}.-�:F "" Cf2 � I , Ii� � ,�..I_"•"LLDaAtmN a uFE i`- ' i ! i t� 3 I s i { � r s S PANEL:. 13Di'fLM CLRNERS n" 'ATNG NLIS A7 i ilMiLfA36t1, ! WIMb NLAf AT ',S } LEFT PANEL RIDFti PANEL 3' � i'(• INi5(AtS.:A�110R5 ONLY VfN,KI )FOR WIND 1` MaN< R^fA/f3, P-7A/�f3, R-SA,/ta1, R--f6,fi3. R-2B/13. R-3B/i4; 1" MBa,� t sPp� rlrr fo ro7si�F•aT. �� rr._a.wla:: e_naaat�e xau€:fia a ��NC H_»ewr/ta »_zouitc LL� ( A3fCitOR6 DSLt; 5aDi1SNN3 k AftFIwAfAgs ON iiNEYSS t3, ff, 13 feFn) r'Rg7E�A},�f• (fa4f O4f7nM ••1 waxE tf1UMj ZORIt t S ff fIPE PANEL _ i y yl` SECTION A -A i. INSTALLATION ARE t3FN.Y VALID FOR A.S.D. DESIGN :... PRESSURE RA71N4S (P,a.f) AND PANEL LENGTHS AS PER EiENATWN CXi-SH 12, 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SIk7iFCERN PINE; No 2, W/ SPECiflC OENSt'ti"DF 0.55 OR FAI)Ai. REGULAR SttiRM PANEL -sO:D Ps P�1. LFi1GSiN ■L7) -Hf.O W. ANFI. fENCIft 901:7) ARNRNOSWALL iA�p= 1a-ifCO. tie. 24 GAGE GALYANTiED STEEL STT)Rti PANEL t �. C ©iE4C. GLOBAL PROTECTION PRODUCTS, LLC• a'/"a,1' � {aa4 iiP. a, ti711FET 1Y8C. Pf. 511tk 20-175 NaDFf,4 ru :oar 1 EA't, 16!'L, 12) Or( (VALID ONLY FOR PANEL t�INSTALLATIONS AS PER SECTIONS 1 7NRU &. ON SHEETS 4 de 5) AAA, 6 - SPACM Ma t W1X- A.5.6. (fw ( A3fCitOR6 DSLt; 5aDi1SNN3 k AftFIwAfAgs ON iiNEYSS t3, ff, 13 feFn) r'Rg7E�A},�f• (fa4f O4f7nM ••1 waxE tf1UMj ZORIt t S ff fIPE PANEL _ i y yl` SECTION A -A i. INSTALLATION ARE t3FN.Y VALID FOR A.S.D. DESIGN :... PRESSURE RA71N4S (P,a.f) AND PANEL LENGTHS AS PER EiENATWN CXi-SH 12, 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SIk7iFCERN PINE; No 2, W/ SPECiflC OENSt'ti"DF 0.55 OR FAI)Ai. REGULAR SttiRM PANEL -sO:D Ps P�1. LFi1GSiN ■L7) -Hf.O W. ANFI. fENCIft 901:7) ARNRNOSWALL iA�p= 1a-ifCO. tie. 24 GAGE GALYANTiED STEEL STT)Rti PANEL t �. C ©iE4C. GLOBAL PROTECTION PRODUCTS, LLC• a'/"a,1' � {aa4 iiP. a, ti711FET 1Y8C. Pf. 511tk 20-175 NaDFf,4 ru :oar 1 EA't, 16!'L, 12) Or( (VALID ONLY FOR PANEL t�INSTALLATIONS AS PER SECTIONS 1 7NRU &. ON SHEETS 4 de 5) AAA, 6 - SPACM Ma t W1X- A.5.6. (fw EA't, 16!'L, 12) Or( (VALID ONLY FOR PANEL t�INSTALLATIONS AS PER SECTIONS 1 7NRU &. ON SHEETS 4 de 5) AAA, 6 - SPACM Ma t W1X- A.5.6. (fw MA%uItNA ANCHORS SPACING FOR AHq E#3: PER »E ...... APPLICABLE fW �: fyyyq,µ} PAPRf. iEt�Yaw7W ilea) 1dAk. AS.O. DESIGN PAT" PR! E (a:a-t:) tiVpMUM AKCNtNt6 SPAfNiG FOR MIN FJ7. PER. 9f83EWA.E BELOW APPLfr.Ae1.E � AuxPeuN PANEL ta) 1APCAH 'SOWD-SET PFEM" 10 TAMM-NA6.6f OACIt-Ht TAPCON 5CM741`-.9E7 7AMW-RARE} CALK-P1 to a4NgInY m � a�tE7F m r m T� .4111 w to Tu m tS' 11' - I3' 13" 13' f3' 23' tY 73' t2' 13' to' f Cron s,_a, OR. cry t;i' Y 13' tp 1f2 13' a 1/R 13' 8 t a ? 1/2' -4 1/2' 13" a 1/2' t � H, Dp Y3" #C° t�' t3` 13"- 1T ii". 13" T+a' : 12° 13' 10' 1 (¢Oitahp: t3` 81f2` 11' t3' 13" H" jr 9" t0" 9 1f,¢' 13" 6 t(90f7bA1) t " y St" 13" t ` 3 T3" 1 " 3 .1 a" 73" - 13" 13' t 6' {ftli')' t3' 9"' Ir 1 1 b /2 iy'. fit " / 2 C3 atr�ta"3f I I /2 11 / {]' tt• A5 73' 13" t3" T3" ,3• i3" lit° 13" 14' 2 (B67TOM) 13' 7` ,3' : 7a' 1]' H t/2' 73' 9 1 t 1/2 0 7i /2 ` 8. •2 73" t3" f3` 13' - i]' 12" 13` 10' ttvP 13' 9 i/2• 73` 9 1/Y tb 1/2' 7 AJY iS e` 3 (TIX01 12:.t12 12 t - - n }/4' E 1/4. 3 (LxfTIOM) A$ t/1? 4 4J4. •- °- H III` ?' ff4' ] (H0170M) # 7� a,t2 a 3, B'° f 412 / $. nt2's1a I # _ ", _ • _ e° - aorro++ Be. - a },rz a t- _ -� - 1f2° 7• # (@Ci'TCSY) 13"- -it' 13" 13' 73" 73' i]` /l'- 13' 12• 73' f0' S {RtP) tY a If2' il" -+3' 13' H' t$' 2' 90` 7-}f2•-_ 11` 6 S(tOP) 17" iJ` 13« 1S' 73' t3' tY 73` i2' 13° ib' 8 (HQTi:DTI) 43' 7' 11^ Sa`' 3" 4 1j2' 13' 9 1/2' rP fif2' 7 fJ2 73" n" `� ) " "... i. ' ,.. -IV A.- 13` .t0` n 11" n' 13' 0 i t$".: 8 aEE.a+A[r A tnB Ate t7AE a f,Ar � Mr4 rr000 :RBaL taxCtl/08. tfalAlf111 AiK70R 9RACAMa6 AID AWMAAI EDGE a157N10E ARE aCA!' Tf7! w1 tF� $LtiIrAH{£. KAt. EA. LE45 TAW MatU17E) aa# StkklgRE. ACKU +CNtzieR SPACING 8,` YIE.11PL1tN0 SPAMf1O sHaAtt 4N 00+E AN 1NY 1TkAOatNa 1'WiOP:c, MhRTtIX L3 fltATRYN t0 4E Pb®atb -BNt2TS is ! f8 FOR MK:FIOR$ INTO AtfrMaR 11Y6 1(4"R _ _.. TYPE k. FOR 4g1'Y:iATMrAS 4A14 `-. if00D fM4tE-81R1A@�. rdAWH1M At1C�t HFV+Citfi3 ApfD MWAAIM NCR MS S . Hanee.»:(f,,} aa,krxAf4,Yd a.kpiNe ekdr prj a. IDOL DNSFfCE ANE RfD14'A1L11 ON Tfkfi SiUli. tM11R fFb, L695 'RiA6 HAtK'ATEO 01A 8O1dd1UE REDUOE ANCFtOR °FACANb a. tfi' M4iLDtR.XH�. 3'SILWO gfEAYN ON acfrtOtn-C ITf THE FlDtla)MRaO PACtgRfi FOR ifa3 d'EBN}IM} lb >yE YO■BIE. AE017CE6 On1NNEO U4aW- ®!Y°fOR'SWidi. f47T Na kESS 1fV4N M1RYL I911a 11■HI;E go fAEROR a:7a M4a1ftUM $I'AOOIP: INDICATED P9R PALN : ANCFGR TYPE tad Tltt] gem" Y --' A.S.D.. D)�lGFi t.�D MAxI1�NJM > 40 PSF TO 50 PSF B'-2' .. > SO PSF TO BQ PSF 5'^tD• 4 MAX PANEL LENGTHS Af4€ ON Y VALID FOR INSTALLATIONS Wj 50IJ6 SET AIdCN0R5 � W/ � SPACER AT 12 1/2° O.0SPACM voccN www . SEE 1T SJ1JI.t. .l, IRItV'1 EiISL�d I � � 4�fWOffEDR. RED 1 47r 7APGOt1 2 #"4 TAPGOH t I ^ t O P" 1E B' O;C. t f � 1 MOB,. 1 7Hro-nor eanrr 19LASa�p T' sail) M i Ii i fIXefx bXN Y i t - _R- . B +-A N N � C C C W V V ® R d m sG tN f>1 Q CV � Cf • r C aA Q a4 d .0 as � C O O.� 0 U i ate.co O V z z Q J SHEET N0. SH 1.4. Q. —ism SMTON al Atromm mv, ON saw lar--- 16: F-M(m WE 21 .4r= ef ALV401UM &Q, MWt LAST PMELO TO BE INSTALLED AT E11CH W0040 SKALL ALWANS 7011MIUMT INSY&LAIM Ir "MA"Mrm Mor _711 OF Smawm� I I L7i Sax 0,1, - STOW P94EX SYSTEM (ENG ,,,r)T P tiNTIM7 R,rAuE0 PANEL, or le MW.-W. �--E, al AMIOP & 8011OW woo z 31 A (2)� am PAMLS SHALL -11 gotmm Twit O1HV%VlSEA STOW W.T.-OUCOON AT TOP OF UCH PANW', W.;F END CONNECTED TO ?OTrW TRi CONNECTION Wow-/o 'rIZ11113131, "M 1/4'0.AXIVI=�*V*�� RWMIW OP rMNEWS VAY M AT =F(D MOM on, tk 9 OF TWO WSWR FW FLANM Of END PASEIL ]--I- (4), IN CASE THKt END PANEIZ AK NOT CONNECTED TO BOTTOM WOP W is ONLY UM #TaM 'Ar 'T T III ITF =111$144 IK OON=:10 OOTM T7117"TfiTIT-F TT W 'm 5 00=0 ON NOTE CONWITION OF (3 ~LS TO SOWOM TAACK VAY OCC.0 AM PANEL WCAMON A $E2,NOIE 4— v Pon "NO k-I 6 3 � I' Wim tm �, rz1W/ ANCHM I --(W SfrTtm al A, AtlramviC a1w 0?4 skw lay— ___VE I a MIDAIR ELEMM-EN ERIES 20QQ E-Z HANQ,STORM MEUDAYMA (t) SCALE� 3/32'-l' V`57 MOXI, CAP =11ON A -A _41 FL0811A 0111WING COE V41100Y HUr Cone Iono) i(!�Onitftah cam T"M W, Z4 J3AGE GALVMM M $TM PANEL Af. 44167 00" of" ''ItLIEFT., GLOBAL PROTECTION SM, PRODUCTS, LtC. MTE, -W W SOW ='U EIN FNrSINEERING, All American Shuftoo and Wiles — 24S& Cialvanittd%ed Shom Partels PRODucT EvAwwrioN Rrpo Fty f40313% increasein ollowoblestress has beetteold! 14 lhadoean ofthisproduct, $04rokoll (MM 0aft is hot faOUlted 4 arid Impact Resistance. 4=bNn , Z021 —R2 , 20 at_ -31543 'Poly 9SOW tosllon;o"� sod ls LaMe Impact keRstar" has been, demonstrated so alidonood In Pr" Recounted far in the onght"464 design ofthis-priddlid, 0" AAAMRAcon Shultass and Glass 154,116 W1hdLoscf9esJsfand6 YV_1 0 r-L 3i,109 hai� boom designed to folsIL010loads as Indighted In the open sohedule(s) 00. the =,ro.duct ;N to Product Nah*,A Destalpoom 24�s a We 0 P(odtiol EV9100on Dopurrientf,0, scope OfEvialwoon: 1,14 oilbo "'a Al Vacifedin tina p",dt rospec4ima Product Evaiva#0 IWS ProdudEvolinillon Ft spoWs being issued. in accordance with the Tequiremordsoftba, Ploridia I "_.4.�doq dirVinp�lRiati ousiness and Profoxisforlat su"14 torlsolswo") fhk Chainfer 010 20-3.90!4 F.AC�, forstalsviikho,"oap" P , efMilhod 10. thi Mduci odts� $biwv, ha�i been Limitations & Conditions oftise. ,"led andW o"Juldod As surniho*0 herein to show corm000c*4 the! Florida 80ft Celia S required bitthe cod (t2 vidnudtltj�hftltha punlowfln d tot4olt Use offlraptoductsball the R=410- Peet= o:M starn =e4 Fj� Towhed Eluilding coo truldiffoalions, Or ismineelfria drawing)'os, noted hereiri, roviold", AAI ilnvorftblat structures shall be designed to insist all Auporl"od foods WO shei be of*,n otedei 111000, In this produeft rosoodwe anchor Irch"44as, Posi sprodluto conditions which are tad socomrsoler substantiating Data. 'in this product's respovWwanchor schedule strallOe,deslilhadl for on a ske-qw4fib basis kri A,regfirtaW Professional andheer, 'Ail VornnoaIusa Which are orrity froWled sholl be Prol"aW agalint obhvsfoo� enrl Ex drawfiq 496-MW OW IN& Gaharized Steel Sion Panels, *NHZ�& Non-"W4% About& 1-5, �Vtiiorr ouch damage at all IW, E�Vin"tInli Upitess. Signed iL avai by fr6irk iUrrtuitdo, F1� parintthis, This,poduct,haa been deallyted for usewitharl wW oateld(a the High Velocily lia"kave Zone llw*i a ReporL Ims has boon, WW its aepongli witntAS 202 test standlavils pot test by SlacIrAnd6l Testing, Im T AS Wian=TAs by goiclowitef'r-Ong, Inc.' 4w ��,W Structural onglnearing GolculatkAw have'toon,propared which evaluate the Wodudbatodoh �.W poploolgoli andlor rallotlafa dg desiiiin orfleft,', 4;VRIstatlys . 00V " MWIaunnG1b1$S$"fs1ft)q 981tS A"*0,v-,§ujrE 33447 MR) 31+-0660 �q BF,�Cii -4442 IL2- AVkNut S4WTE 1P6, D"Rrlf�o FietALOA. 3 (054) 1$4-Q664 1 (060) 39�1_9991) Y�11 141 IMMMI U1 q, 4tili Kli LNi 87�wiln _z �g Iff foil LU 3i- Ww� % W4 1':111 U*77'70 WWRAWRAM pe- 71- (,,I0tk '(k l, MW *010fi_ Tk. %WA=QN QETAIJ S EQR _E—Z MANG STORM I ROURED ODNCREMI Lam ReQuor, F __"v 11 so M "141 0, O;r WOW VW OF A -7- 4) 2 2 lie 7$1 1 10 OL", VOP To lnm� -Z=.M POP win V�= MAX -M W41H ein�o PANEL LJVAOH 1� Ann, =7 .1 IM's, 0 4 Tm.-- Or OF, A It "so" A TAKON ANCKOR *4 ME Is= "LL ism, SCALE 3/8-l' SCALE 3/8-l' FLORIOA BUILDING cry Win vokoify No __4_4fU— W OR Zone) N= ON. PANEL S WV^ 24 GA" C40AUM SM slow POEL 1� INWALLAIM AM ONLY VAUD FM VM� ASO_ OEWN SHALL BE I--r WAW 11r, PlitSSORE RATING +/- 4(Lili jl*f� AND W-e WX GLOBAL, PMCTKM PRODUCTS, LLC. PANEL LENGTK /TITLIE C 0 2. FOR NEW WOOD PRAW CONMUMON: WOOD k $OMEON PINE Na 2. W/ SPECIFIC 26 III URI, "EMINVIDD!, 00M FW DR. 65 OR EQUAL, tZ am" 0 or fli AU AM�E�RIC.AtN,SH�,U,,TTE,,S-,�, -ND GLASS 'MV �L WAB�E J P A q, E s,reL stoAM'PANE��, tRVHZA, NOWWlfiz�j, G jN'0E5j NJ Z, lit VPMNALANt -H, .5 f H"S 2 *Rj7, AV N, L _ao� �M 411 'Rg, vm 'T _R I_TQPW AIE IIT5 AW NP A 11tNiPM Na L4 MPAI LA -A,L MO VEATIt UN tLEVATION (WtHEO PANEli$) �7%, ki Ww"G AM. 0� Itl Ir N -M 14 A W A, J, ATEA 0, we "Em 'Ie 'I, IT �g�,`TPMWMWAV- Ko N A f+1AK I qof;% I I I 0 E13,AE170 14 �R W."EANY. 001t 1�,4g �. gavv-LL og: VT R , Al N IR 3WIRLIM'" 6�Aj" "kg",;RrU N "'AMVWK; - A �g al ;N NJ: pr I! HIM Ali 'o 'Lij t 4111.11Z 0 � A RA-ROMOEiv Visit tdA(.4Ll6S1SW RUPIM g 24 1 PAN SCHEVU, kO_TES, or' OMQN L=LS VANEL FASTENER SPACING TO, ""I,- Alm LU POMWI= OReWA00 MWATM 2, 'PANK APSTERPAW Age S`ft" O$W IN CON9UNMON WITH Ati-MOUNIING z"USIONIS '00 w gill 0,C PANIRkIFASMER SPACING TA"YALOES FM A")-r- OUT INTORfOLAtiog WwW_N taAra is AO:EPTAauEMr"WMtmN WrHmoolxnuo 7 i 7 �M. t Ozi xt GLASS SEPARATION NOTES: two 41 (Com tot- AS IAMO,OLMON 0EMMEW MABLE, OTNERINM UW NWT H104irk LOAD, 10AM ISAV" fACIOTM IN ASW ZONES V"PrOuGH X THE QA% "ARAI= fWM THE FER-z— *"`=0 71ro NtRAWM 2037173 MISS *W41 9SS PANEL RETAIL V-'j AL Er ?�P& WEELZILA EAff9MG'QffA_1L 7ILMIX —rAIMINI J 7-7 0 T ly QI iL 7TT 'K, T_- tyA, e, 0", w A�;< LAO ---- _149 f Agn �251 MAX, VA, AEff, u _Q� A CHO N , R_q :S,0HF_DULE-. '44 aNT10IF ;:T ca j�i c4 �_jcL� r�, " "a e*r 40, 'S 4f 10" "01TfI2,511. 0 St. ?OV &�" � � vW, &W� "I.. I�k,,� o:, Iz6"II5.13" 34:"� �,A 2"!5- UV, siv. �A"� 14 v:a, KV4 0_111.141 T1101 Al� I&VI Ill. ilIF IN 11, IKON' =V1 'a" JI �Wt �av '41 46 21; 1W mv :,a$" %,i 'o, I NY I xol� 4,0'.4jlor la'a, UY, 441114M611 J241 144� V"!;," Inip" 0,ml� ipWi A�LL A.1& is.& Im" lZils" 12,61, 1211, 12,111, l6w, A� i?,!Fl Ao�IOQ" i1a., it 6 T, —'4Q! 4XI 4,tf"L1 Wftt -77- -Kv, 16,&r 7, 2., 4�., tE5, o r E t � a F b�ftu r it c: W �rz ttl rg mg, vz Tzs, lw�tu 4r I I I ml ;I xr� -I.-P 1iZS� 14,7" 60' AZT 160-ma"AT'g, ;KV e� i 16'r 41 4� It 16.1V lall" lZ15", 10,100, 144" sl I _tZ,5,' , 11501. —1; 44 51U v .73 �K A-0 111", fio"JAW W 145-1 Q1 I ad, lz-v Zc� 41 Imut W)NOsA, 41 uw,� 4 �L2� *,7" �g ANCHO i Ngjg-�� z ll r4A:?3l'121'MUM%' IX' ING;CATro !2 M MITILIHALIL "NAZ*+jDA-me; mE.I. IAix, �P AND SELECT _�TEISPA141W f M.Ln, _ _ON Compmoinr?g Ir ED001PPOPM1 M0uNTvCO0N=114N0 TIN V. Alr_ t, ETZ r 1*41 N t� LL'�R'. L S� U 3STS*VC FEt. upp ANOP ftw, �I!RgIfLS, WALL fMLKMES TALLE5,L1,1,,1 aHAL-a� VEPIJ f INS. TOZ ANCHOR&NMPMR TEN - P15 NEKSfAj mk). Woo 1=15PME R(AVICX10 WE== 44 ,�Ikgqg C_ cn —M > (D 2 a 0 0 co cn (n 0 C:)- L_ kAj C= 0 .0 4' EU Li- 1*- 0 Co > Cn E 2 ICU ZO -0 . = W z z mi C%4 CU Lij C) " _= — C= r-L L-_ C= " cc C-:, M CM Z E fij --Cc 3: no Lo W V :0. E CM W C= -T vo 'a E 5 Cj_ Cn -&--a A Cf) 0 L_ CL Cl 0 :3 -0 CU 0 OL — C0 M LU M z z SHEET NO SH 105 a FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P._ — — HDR. HGT._ _ C -r0, 00 ; r` 2ND FIN. FLR_--- T.O.M____ T.O.M. GARS _ /ENTRY HDR. HGT_ SCORED STUCCO BANDS 00 0 EO Cfl CN CO CN FIN. FLR. T.O.M. — ------ — ---- ---- — — O.M. @ GAR. 177-7-77-7 ENTRY HDR. HGT. SCORED STUCCO BANDS EXTERIOR PLASTER ON FRAME TEXTURED .CEMENTITIOUS —FINISH ON CMU —SCORED STUCCO BANDS 16070 OVERHEAD DOOR FRONT ELEVATION - A SCALE: 1 /4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 1 12 5 5 6" SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO` BAND L. 1'-6" >, DECO SHUTTER SCALE: 3/4" = 1'-0" — — — - - ------------------------------ ------ FLASHING---------------------- — — ------------------------------------- CJ / WEEP FIN. FLR.___t----------------------�— -- 35 SH TEXTURED CEMENTITIOUS FINISH ON CMU --T------ RIGHT ELEVATION - A 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 C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier 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 R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant, Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 C. C �o a s ;Q C 2 > E � > ra -CL E `o c caSU ,C i�',S,1S!l6lFOlfir`j�I 1 L •,- _ < = O F S • �� E S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E O a 3 ,4 V M0 m N W cc)Z 6 ��C N N C, J 0W o c Z m 0) o 0 y @0 W ��6rj°' m w J Z LL U0W CN CO ZO O CNZ 1.O U U ❑❑ Hal Z N [h O O N � J o_ N C7 to z a--+ LU O W a (/ ! -- N �t/) ZD U r, r � J 8 x U R U) . �® d JZ w M G o� Z Z U__ E �o o0 Zo Q EN O Fz oa tC6 N E 20. so 0< rO O <o <o �Z ra 2Y Wm 2 Z Z M J m 101 ¢ w . oa �z z ao �w W a m w� ¢o Fk M � I 0 H za i;3 o O 121) M J Orn m 0 00 CO O � r r � Q 0,LO Y N f— m O r%_ O N Q T ai N 00N ^ o z B ro d E U Q p _ D JOB NO: 22-08307 SCALE : AS NOTED SHEEP' NO. 2.1 0 0 U J ti N S CI 0 a N '4 r\ 0 9 0 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP, WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU 1.001 AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN --�� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY a. CV C .a rid � I I Ill I—L-1II I III —I ' ° 6x6 w1.4xW1.4 III I I II . 4 a Q WWF OR FIBERMESH �j�I I I�jjl I IIJI I d a a a. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 ENGINEERED WOOD TRUSS @ 24" O.C. MAX. �—PRE HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, orASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER •j w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 W FOR MORE INFO w o = 7/8" CEMENTITIOUS 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. � W W INSULATION PER CHART ON FLOOR PLAN B R -%, S6 S6 METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"&%16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co v 4"x4" INSPECTION PORT AT Cr w 0- EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH / 410 6" BELOW GRADE INISH GRADE 00 (3) # 5 REBAR ON 3" CHAIR -I I I (1 III ICI I I I I STD. 90 *HOOK —"— (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" 0? o SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION --------- - ------ - - SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--- -_ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION, SCALE: N.T.S. SCALE: N,T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER TE W1 O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Old @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T,S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD WI 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odxl 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED Ll INSTALLED PER, MANUF. c SIMPSON HETA20 w/ (8)16dx1 112" v NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15132" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D p SECTION X-X IF W NOT FULL HEIGHT SHEET C Co. G FLOOR SYST M (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE 15/32" OSB EXPOSURE 1 F F SHEATHING w x SOLID 2x m C BLOCKING @ ALL m C SHEATHING 0 EDGES (SEE OPENING SECTION X-X W EL C x w x E F 2x STUDS w BEYOND. U) SEE PLAN p O U) '\-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I M 1-1IA-rI^K1 r%IAr1r1AAA FLOOR CONNECTION B @ MASONRY IST FLR, SEE J/S6 SCALE: 3/4"=1'-0" S6 3/8 SPA FOR ADDITIONAL INFORMATION, 3/4, SINGLE NAIL EDGE SPACING TR RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'4' S6 NOTE: SEE TYPICAL WALL THING SEE SHEATHING SECTION C/S3 FOR SPECS EA FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN, 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH IIIKI-A .' a. da. A_�1111 T7—P;71i II- III I I —I 11=L�1 I I - I I —I I Ire--F-(3) #5 CONT. ON 3" lil—lu )ICI � Il 8" 1'-8" 8" CHAIR W/ 3" MIN. FRI CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 1/2" 12" DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X ram/ SFFp �O�L �N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" 0/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N,O,) ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM I/" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT o PENETRATE SURFACE MORE THANJ�S". ? 0 NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL = @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL, U O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. p wl 8d COMMON NAIL LU w O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F r O a w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q —OO(n F M LL 0 @(2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL Z U) W LL N W X O MEMBER IF GABLE END c NOTE: rc_� WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 1Y-O" (R302.11) 5/8"DIA. x 10" "J" BOLT WI 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH E d n: -III—III I I I d. a., a II III III IIIII °�' ,.s 4 Q, L© 11�J HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) 2) (1) (2) (1) LSTA30 4' _9 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) 1 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 ;Iiil; I 9199 1 (3) # 5 REBAR ON 3" CHAIR JI 4" I V-8" W/3" MIN. CLEARANCE 1 ALTERNATE FOOTING V @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 ev 0 b := 03 -= ' au a - U cC Q L LL_N _ lQ C.J Ch = an V-4 LL.. Q. f4 0 co TS N y Q-wCc a c a up zw 4 a � '® i.. liw�/V • .' ®�% o: �. �<1 CS 510 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W 4 'TE 0 M L5 0 N O IS, 0 r N Q (6 co v " r_ -1 LL W JLii , o 0 W Z �ISrn o- O y�o o N O W Z 1 05 1' . m N m Z ¢ r G 1 N ¢i o co Z W ❑❑ z N M o No z o � t ¢ v. - V N M z CD o Q) j +, f6 W 6 O U0 YZ W o U W � F-- E 2 I 9 z� _ 8 U o _® ¢ o w CE M M J Z Q Z Z C -1 15�� z CL o E: CJ �� ❑" 9 (O O E �U a ?O U O 6 CO wZ WZ cn G �� `� a �o>z mo 8M Z ZZ 3 C',3 w o� Z o �w W m w On O zi< o 3 > 00 O a� m m L 00T Co O T T C Y T U)m CV L0 �J 0 N CV Q � r T E m E C* CV 1 o Z z E O vi CU a 0 � Q o -1 JOB NO : 22-08307 SCALE : AS NOTED SHEET NO. S6 (MONO)