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6417 Beverly Hills Dr
INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT N l; � 1;JCZ 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT - - 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN T T _ 7 SN LINTEL PLAN & DETAILS ST RUCTURAL NOTES ABBREVIATIONS -- 1 SN1 S3 DETAILS DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAD or Rod. Radius --- - — - - -- -- - — ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed S6M DETAILS AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALTorALT. Altemate FRT Front REF or Ref. Refrigerator ST STAIR DETAILS Be Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing SS BF B'rfotd Door FTG or Ftg. Footing READ or Req'd. Required RETROFIT DETAILS__ BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room - D1 SECTIONS &DETAILS BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round — L— BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening - �� \ D2 SECTIONS & DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf !_ ' - J - "" -%" � --�` � �'� , WP WATERPROOFING DETAILS 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 'J '- PA1.0 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves--- PA1.1 PRODUCT APPROVAL NUMBERS C Carpet HDR or Hdr. Header SHT Sheet �G CAB Cabinet HGTorHgt. Height SHWRorShwr. Shower PA1.2 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights - SH1.0 - HURRICANE SHUTTER PRODUCT APPROVAL CJ or r C CLG or Clg. Control Joint Ceiling HS Horizontal HS Hard Surface (flooring) SPECS SPECS. SPF or S.P.F. Spruce Pine Spruce Pine Fir ,� _ ,� � C � rr SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL CMU COFF or Coff. Concrete Masonry Unit Coffered or Tray Ceiling ILO In Lieu Of INSUL Insul. Insulation . SQ FT or SF or S.F. SQ or Sq. Square Foot (feet) Square U EI I IEl f E-: El .._ SH1.2 - HURRICANE SHUTTER PRODUCT APPROVAL - COL or Col. Column INTorint. Interior nt STO Storage J I SH1.3 - -- - --- - HURRICANE SHUTTER PRODUCT APPROVAL COMM or Comm. COMP or Comp. Community Compressor KIWALL or K/Wall Kneewall KS or K.S. Knee Space SW or S.W. SYP or S.Y.P. Shear Wall Southern Yellow Pine = 11] F E E:1 1 ---1 SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL CONT or Cont. CT or C.T. Continuous Ceramic Tile LAV or Lay. Lavatory LF or L.F. Linear Ft. TEMP or Temp. THIKN or Thik'n. Tempered Thicken I D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block 1 L�� 1 L� 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 Pa mr Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW 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" unter DIST or Dist. Distance MIR or Mir. Mirror UCL Under '.oinet Lighting - - -- - - -- DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unlebs Aed Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base ------ DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical MEAN ROOF 15 FT. HIGH TYPICAL DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With MEAN ROOF 30 FT. HIGH TYPICAL ELEVorElev. Elevation PEDorPed. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) FOR 2 STORY HOMES EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood THIS DRAWING AND DESIGN IS VALID EXPorExp. Expansion PLorP.L. Parallam WDWHDRorWDW.HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FOR 12 MONTHS AFTER THE DATE IT FBC Florida Building Code PLNT SHLF or PIt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet IS SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Pit. Ht, Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) CODE REFERENCES ARE SUMMARIES 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 Are Fabric (Mesh) OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder &All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 08/23/12 1.00 NEW BASE PLAN 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 07/30/ 15 1.1 2015 NEW CODE UPDATE 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 05/09/18 2.0 FBC 2017 CODE UPDATES 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 12/19/20 3.0 FBC 2020 CODE UPDATES Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineerwithout 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 ling and uencing of work, obsite safety, and Iventiation of theubuilding 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 2074 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. ti o `'U� N m N X o co O �- Np N (� N -0 N Y Q N c cthr)E Q Q n ca > 0 -0 O 0-0 E _ C tt3 N O O j � V Q C Cif > > FL•� LU «=Wn, i _ CJ• \ 1� �Q f F L �. �'If O�>E (33' if' (141111111 l l 0 0N 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 U9° 8� H`cep ° N 6 C J LJL tnNo� -Lu a a �i aj M V' S�� re LL LL a YJ S 0 Z - 0° NCD LLO-J oo W �a a CLZ °D -J N to Z K co 0 ZO U 0 W ❑�❑ v C z 8 z E3 Z P'I U) �4-1 LL IF N M w Ou, 8 N c _ co �V)co w '® 8 _ U _Q Q � o w J LL o ao h� �a a 0 E � � M� a �o zFT S E N C' a &� L 02 Z NJ z W-Z .J �I J M rn m co d' T O T U) in ll) N Q N r T ci C1V ' " N c Z z Z � E c Q.0 Q p JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. C S KITCHEN MIRROR Ll 0. BATH N Ia fill '�I KITCHEN INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2"LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS CABINETS BELOW MIRROR SHWR. SHWR. DOUBLE VARIES // CURTAIN HEAD RODS / ROD I 1 Co 24" TOWEL BAR TOWEL BAR IN SINGLE W ON WALL ABOVE TUB OR SHWR. ¢ 1J TOILET TOWEL BAR - a � ON BATHROOM WALL = MEDICINE L VALVES 0 w CABINET ao TOILET t4 SOAP PAPER `O DISH U t HOLDER 4 e O LL p a {� v t4 4 tv1 ff TUB BATHROOM 42" H UPPER CABINETS- 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT Sp BRACKET 36" H BASE FINISHED CABINETS - COUNTER TOP 30" H BASE io CABINETS - i` LLLo N r I e O eo is 2x FRAMING io 1/2" GYP N �? BOARD - - - E, BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" WIRE SHELF @ --� +54" A.F.F. PLUMBING LINE 1 TO SECOND FLOOR DRYER VTE HANSON BOX 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL z w PAD OUT a UJ a U �F � �w bo g > W ;0 o -v T HB 12'-0" 8'-3" 3'-9" 1 V-8" AC PAD (D HB 35-SH ■ ---------------------- �I - I I i i i I - ----� NOOK I - LANAI I I - , t 8'-8' FLAT CLG I - - j- `�. 8'-0" FLAT CLG. AFF TILE - - _ -- ?---+ j r - 12,-4„ �- O 1 f I I k t + i - 'a O 1 -fo o PZ zU500 ma - FAMILY ■ F - - I}! I - 1 8'-8" FLAT CLG. Io I I CARPET -- Iry �T1C1MIMI 1 fi I - 78 _468 8'-8" FLAT CLG. J - _ N 1'-0" TILE - U) FLOOR G.T. __ _ ~ REF. - --- --------------- _ t 514 iv I (V 5,_74 , 3 III' (3) 2x4 #2 SPF 2 DINING - STUDS w/ (3) 16d GG 1 NAILS @ BASE 8'-8" FLAT CLG. S3 0o CARPET 0 TYF - 4'-2 " T-3" 42" H 1/2 WALL OR RAILING PER - Y-- SPECS G.T. ■ --- -----FLOOR -------- 'O UP cr (3) 2x4 #2 SPF ■ IO N STUDS w/ (3) 16d 0 c'' �LL NAILS @ BASE 1v 068 ARCH PW D R I - D•3 S3 � I I --�'\8'-8'�-- FLAT CLG. - �_- _ O 2 SPF 2x4 # TILE � � I 1 - STUDS w/ HTT16 ■ f? AT BASE 60 �, I LAU N P - Tf? 1 - E NK- O i !FOYER a w. Q - - - 8'-8" FLAT CLG. TILE S4 j --- I- SW- 8'-8" FLAT CLG..I TILE 7'-2j„ 4, 0„ W.H. 6'-7a' 6-4 __. 17'-10" Z'- 0 4 BUILDER BUILDER TO 35 EDGE OF SLAB 2" PROVIDE APPLIANCE D1 BEYOND WALL _ 1 :1_ ANN PROTECTION WHEN - REQUIRED PER FBC NOTE: FINISHED WALLS 00 TO BE FLUSH. FIELD ro,� 8'-8" CLG. A.F.F. G.T. VERIFY. I ----------------------- - - - - - - - - - - - - - - - - - - 8-0" CLG. A.F.F. - - - - - - - - - - - - - - - H I W w LU z =r-----g z2�"I JENTRY '-0" FLAT CLG. AFF �_ ° mL-;-_-_ATTIC I GARAGE ------ I U C�aJ ►=-L----*G �O§ ;0 8'-0" CLG. A.F.F. TYP. @ SINGLE 8 STORY A (SEE AA/S3 FOR S3 STEM OPT.) 4'-4" 1'-4" r- - - - - - - - - - - - - - - - - - I I I -------------- I I I I I I I K I I I I I S4 TYP. @ I I GARAGE I I O I 16070 OVERHEAD DOOR 1'-8" 16-0" 1'-8" 5'-8" 19'4" 25'-0" /- 1,-4„X1,-4„ „L" SHAPE CMU COLUMN fn 6 N O fV 60 WME =X TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL L6 Cn 01 -1'4"X1'-4" "L„ SHAPE CMU COLUMN HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (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 91/4" LVL 2.0E Fb=2950 <e> LVL 2.0E Fb=2950 (2) -1 3/4" X 7 1 /4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *' SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -32.2 © +29.7 / -39.7 Q +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20 X 38 J 18 } X 37 J S.H. 14 20 X 501 181 X 50 S.H. 15 20 X 63 18 � X 62 J S.H. 16 20 X 72 18 2 X 71 S.H. 1 H2 27 114 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 J 26 x 37 S.H. 1 H4 27 a X 50 a 26 x 50 S.H. 1 HS 27 1 X 63 26 X 62 1/2 S.H. 1 H6 27 } X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 � X 501 361 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 2'X 71 1/2 S.N. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 1 X 37 S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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'-8" A.F.F. MASONRY HGT. @ 8'4" 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 jR-11/R-13 (GARAGE / LIVING) KRAFT FACED FIRST FLOOR PLAN - A SCALE: X"=V-0" N p > r O fl U N C%J Q m X LL" CL L 0" r M CD O c -O N Y Q W (1) a> .-J CL N Q O U > '� T Ly K E m cn O O < U it C�5 �- ,]� 0w i `��1;i'�1311lf1lryf ire \� W/V "" aG OF cam( �� C,;t 0 FLO /,GFE SS10NP� �% 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �p to m r ;t (� Ogo J N O # � W � a rLu Ni a WLL LL W a S V z 11 o tg 0 W0�O'O' ?" d o ul)N PN.� z J y 0 WIL ZC)U -jW DDD z z iz z iz- p G 4 Tw .O - LL � o 8 L l C N �Q Q N so c� chi w Z � E E oN � oo d �0 Q E tJ {- kQ� 18 oa zg�, E E w N �om� 4 Z W Z � C �Y 8 2� r5 z� J <b �w �w Z N -) g LL�W au W r MJ o w� gl >M J rn V IL co � r 0 D C T m l� N 11 Lo Q r- z 41 r- (V z cc E Q E y ai c a. U - ¢ 0 3 JOB NO : 22-02351 SCALE : AS NOTED SHEET NO. 1.1 iiL .1YL13 i .. ni �a an a.as�. xn r.�auasuurss s i 1`m 42" KNEE WALL WITH /-lx8 CAP &CASING OR 36" 36" RAILING 3/4" PLYWOOD / DECKING -� 16 14 - 13I iz PRE-ENG FLOOR \ TRUSS . Ix TREAD (TYP) \ 3/4" PLYWOOD 9 DECKING 8, , 2x6 LANDIN \ \ 6 1x RISERS (TYP.) 2x4 FRAMING -i \\� 1 5 42- KNEE WALL WITH r` GERS STRINGERS __. 1x8 CAP & CASING OR 3/4" PLYWOOD -_ 3 36" RAILING DECKING Cl)\\ 2 THRUST 2x6 LANDING - 1 BLOCK \ 2x4 FRAMING TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSI 36" H. CONT. GRASPABLE RAILING TYP. STAIR SECTION SCALE: 1 /4" = V-0" 2x4 THRUST BLOCK iirway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. ler height: riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the acent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Pad depth: s tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any ht of stairs shall not exceed the smallest by more than 3/8 inch. Ynder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost rojection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 fiches at any point within the clear width of the stair. losings: 'he 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 lore than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the mallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. leveling of nosings shall not exceed 1/2 inch. landralls: landrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail eight measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less tan 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a oint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be turned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. trip -size: landrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. 3uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 riches 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 riches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the :reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a >phere 4 inches in diameter. Jnder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side Nith 1/2-inch gypsum board. rk SEE PLAN FOR LANDING DEPTH L MIN. (3) 2x STUDS @ END OF LANDIN BELOW HDR, BEA STANDARD (3) 2) STRINGERS w/ SIMPSON A35/UE MP34 CLIP TO FLOOR SYSTEM LANDING FRAMII' (2) 2x HDR. REQ'D @ El' LANDING F( STRINGER CONNECTI 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 IV- ^�N CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS I I I I I I I I I I I I I I I I I I I I L---------------------------------------J OC REV 10.1.20 CAI EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 [L>9-f 2x6 SYP #2 16" O.C. ' WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUD: @ 12" O.C.' THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH "" WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS" 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS 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 H1 (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 91/4" 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" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 �E +26.6 / -29.1F +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25i S.H. 13 20X38 18}X37J S.H. 14 20X50 18JX50 S.H. 15 20 X 63 181 X 62 J S.H. 16 20 X 72 181 X 714 S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1 H3 27 1/4 X 38 26 x 37 1 S.H. 1 H4 27 1 X 50 26 x 50 S.H. 1H5 271 X 63 26 X 62 112 S.H. 1H6 27 a X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 3818 36 1 X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 521 X 251 S.H. 33 54X38J 52JX37i S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 J X 62 S.H. 36 54 X 72 52 ' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 Table 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 8 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. M 1507.2 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. I 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 CONIC 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) R-11/13-13 KRAFT FACED SECOND FLOOR PLAN - A SCALE: Y4"=1'-O" 0 (D cM N U CV N CO X a 1,411' 0 1-- CV lip V N p (6 � C: CN Y N O C_ tt, E Q Q o 3 v U � > 3 a E (Tr' 0 O O '>W � \\\���\\�1111111i111/fI WN '�Vf�''% ��` �FtO Q':'•N5E •. Q �o' OF 4•' F1.0¢' OFE SS10'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 Engineer's signature and seal. W � h E n N N = N % J 0 � -a to LL LL 5- , ', (n N3 .� LL W a h My a Y mJLL LL1g LL �'� 13V J 0 in x Z L ro � f0 N tp 00' O J W �rn ¢ a 5 Z MG Joo N U L IL LMn 06 rvn Z ❑❑❑ W z � z § U a4 N z Cov� L__,G) Il W V � Ow f13 w C) 0 N sr � ch o w E E a zo 0 X V ggqa U ZwZZ S M� aNi � S � � � .<ti gFF Zn� to Jb N g� iCL WU 3: =� o zI°d 0,31 O e co J B W � L T O 1� m 0)N C Q N Lo T m (V c T rri M Z E Q •' E v :: c 0- 0 _ ¢ o 0 JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. 1.2 Rt^t Ti I �, ��I I_I j._1'q���{� 11mlly � i If M�:��� a0 0 00 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 ��5 T.O.P.--- T- --- HDR. HGT._ _ -0" FLASHING DECO 1/2 33 SH 12 SHUTTER EXTERIOR PLASTER DETAIL ON FRAME 5�` 25 SH ! _ 25 SH 12 2NDFIN. FLR. �/-�, ---�5-- ----------->- - ---- - - - - - - - - - T.O.M. GAR. ,/ ENTRY ,HDR. HGT_ SCORED ---` STUCCO BANDS ao io m F=i r7 U Ertl F U �= L-71 L-1 = L__1 Ell F-1 1- -1 N, ZD El E-J L -1 16070 OVERHEAD DOOR [fI FE� 0" TEXTURED CEMENTITIOUS FINISH ON CMU SCORED STUCCO BANDS 0 In 6" SCORED STUCCO BANDS `v SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED STUCCf BAND 1. 1'-6" DECO SHUTTER FRONT ELEVATION — A SCALE: 3/4" = V-0" SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.Q.P.--------- --------------------- —r HDR. ----------------------------------- ------------------------------------------------------------------------------------ ------ CJ CJ EXTERIOR PLASTER ON 25 SH FRAME I.-FLR. -- — -- — FLASHING TOM.- -------- ------ — -- ---T --- CJ / WEEP HGT. ------ I ---------------------- L — SCORED STUCCO BANDS —\ I. FLR.-_I---------------------- L-_l-- 35 SH ------------------------------- 25 SH —------------------------------------------------------------------------ TEXTURED CEMENTITIOUS FINISH ON CMU --T------ RIGHT ELEVATION — A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM 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 pf O N cm �m X W LL. [L - r -a C) t- M O o C N a o Q 3 L U U N w N CL .0 c4 O O =3 C U +. >�D_wUJ i 1 N`��`��1�ltt6iQlitfit�f �•v `� 2 :r �- "-••••. F L C� .ram, .••'`• \\\ 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. » S of E � a tp pp 10, N Q� �• lJi. C �Np 7tn� LL W to 13 N 04 Q u; (L Y LLL a � Z o 0 L10$�Yy W�°'w IL ¢ on ¢ a Z. N Cl) Z QaQ' y U U N ZO W _J ❑ ❑ ❑ � R z � z J a N 13 V) z a) O w s ftll �vI c N 7 LLJ U • � M W ZM QO ON E a�a� XV a a owir 7OU gM Zo N adz w wM ra C g& Z J Qai Z iZ o W N �- op nZ CD 0Iw 0 v ° L� J M L co It r. O ^^ a- V) F-- m V 04 O C) LC) N Q `i E ` T H N Z Z E 0 d M U _ Q a 3 JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. 2.1 <D FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4' OFFRI ------------------------ 1/2 33 SH CJ 12 �5 (2) 25 SH EXTERIOR PLASTER ON FRAME 2NDFIN. FLR_---1-------------------- ----1------------------------1------ HDR. HGT`___�__ FIN. FLR__--I__ / WEEP 35 SH REAR ELEVATION - A SCALE: 1/4" = 1'-0" TEXTURED CEMENTITIOUS FINISH ON CMU --------------------------------------------------------- ----------------------------------- ----------------------------------- CJ CJ EXTERIOR PLASTER ON FRAME 25 SH 4' OFFRIDGE VENT- --------------- —-------- FLASHING CJ / WEEP ,1 2NDf _ _ _ _HDR. HGT. TEXTURED ` CEMENTITIO IS FINISH ON CMU ------ I --------------------------------------------------------------------------------------------------------------------------- I... FIN._FLR. LEFT ELEVATION - A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM 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 o O` !V _ N a c_ Q) (3) .. t;7 Vr 04[y-,.7 d4 2 IW .N oo = Q��r =U C> FL.° 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 - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q g ie 8 N � J V 0 cq Wa W rn04r u. w u. W �iM7 a �LLLL a: -0;, _ 2ma C) W�N`p O = co N M Z 0)0 L a pU y Z W ❑ ❑ ❑ c� R z N z � z J - Q_. N Z M o OLLr S N Lij ai®_ U _ • M J U_ Eo oLL � ao cEo U Zo E K � <S� aNit � 1� Qo• ZCl) c �Y gLL � 3 g� �3 a W 3 g �C 'M J O M m 0 CID L T O ::3 r d- T ^ LL /Cr o V J m N M � N Q N m T C Z Z rri E O a`•i E y c d U _J Q p _J JOB NO: 22-02351 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. 150A/200A INDOOR PANEL CENTER 10 a14 copper to Irghts & outlets NEMA 1 150 AMP/ 10 012 copper to 20 amp ckts 200AMP 00 #10-2 copper to WH 00 a10-3 copper to Dryer __T R 2/0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER 7I WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. 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 comer 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 SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 0 ❑TV 2 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 DEDICATED RECEPTACLE FOR MICROWAVE RAN( HOOD PER SPECS 1.5" VTR III 3" VTR 1111 �I\ I I I I I I ^ I I \ \ \\, 1113rr VTR PLUMBING RISER SCALE: NTS w NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ITCHEN A/C PAD DISC. WP GFI Ak DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS FIM TDB & GFI TO — — — — — — — I BE ALIGNED VERTICALLY I COACH LIGHTS '%, COACH LIGHTS OR PREWIRE AS NI-1 / OR PREWIRE AS PER SPECS / PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN - ELEV-A SCALE: %4'=1'-0" 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 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L-------------------------------------J SECOND FLOOR ELECTRICAL PLAN ELEV-A � ~ O N a N Qm X v caLL� N -MCC p N Q0 Ur ^` ?3 N C: Q 12 0 w _Cr E� r6 N O •0 ;jam °W N O CV CV 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W II- co o f = fJ O N 8 N pip J C/ J LL Q to r ,� 00 Nat to �CCM0� o LL 0. Y LL u- a Z 13 OC 0 �o rm°io $ W W�QjOi ro ro o ¢�¢ Z IL (' a N V2 p¢¢:rn0 0 c) _j y Z W O oo❑ Z z a U) - N z Q) �V) .2LL �U C:1 0 W g V^) (✓ Ny W W 8 I ti Z tl o E Q 8® E � oa w Z E N t ¢¢Oa q Z g � 4? N C x Z J b 8 > § a 3 0. U y p J 'M O L co O Cr rr /� vJ m (0 O � rn o LO N Q N r r 4) T� C14 iri Z Z E a v c a v _j a o JOB NO: 22-02351 SCALE : AS NOTED SHEET N0. 3 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) — — Total Ventilation ATTIC Provided SPACE SQ. FT. SQ. IN. of SQ. FT. Total SQ. by Upper SQ. IN. of ed ted IN. of of ventilation to vent SQ IN of IN. ofntilation Ventilators Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required soffit by upper needed required needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 .- 138.0 (Zone 1) 0.0 138.0 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: Y4"=1'-0" -v O ~ O cv `- co 4r a CV -0 a L � U � N � Y C N N N (D C .«-• N C �' I Q tour, Q O u 0) O C [] b > > T N 0 0 O (is O a C C U •.:, tllitl c� A` J' To the beat 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. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a 8 W e n O N � $ � N d m LL 0 ut`a M �rNiv� LL a �[ a U a� 0 t L o� �' 7 WNID O J Z ODz z v_, o ILW Z N ODUMvo z z Z n N (An Z M ^1 (D(}ryjC W Cn W to C W � was F . S Otis o M M aye L E W 1 0� Q N ZO O o Zg N U %z gz IT wg <p ¢�I w i ry C 8 mi o oLL z 8w o U a W a w ww =I J M m CD0 L co 111;r T_ 0 O NO 0) .� N � CV Q � r E z E _ N N o m E CD E •• v f0 c a U _ Q O JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. 4 �I■ IIIMIi IImliWr I , ,; •° • • �= #5 CONTINUOUS r °; ., .. • "�- REINF. SEE FND. FOR _, • . " , . �. ,.. - ,' QUANTITY ' • ° " ' #5 X 25" X 25" CORNER '''121v BAR ONE FOR EA. - °- ' HORIZ. REBAR, TYP. KT�t ♦�. . s . - , , U.N.O. - . - • - . I ° e I"Alternate: The reinf. bars shall be - - s ° - •"L s - • 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. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL 0 I 0 -v Q�) TYP. @ TWO STORY 12'-0" 13'-0" PC T-5" 5'-2" T-5" _ 11'-8" _1'4" AC PAD L NTYP. @ S3 7PORCH -- — — — — — — -- — — — — — t �INDICATES S FILLED CELL I Uj w/3000 FISI CONC. GROUT 1 O IFROM R. TO BEAM w/ (1) #5 f j I REBAR ERT. ABOVE SLAB. 1 ■ UI TYPICAL @ ALL PLACES I 6-10" 5'-101, SHOWN. HOOKED FTG I I I DOWELIc w/ 17" EMBEDMENT I = I w/ 25" E T. ABOVE SLAB. —GRADE 40 STEEL I ICJ ■ ■ ■ ■ HVAC CHASE BASED ON l — — — — — ------ ■ 1 3'-1 LOCATION M PROVIDE 1 1/2" 1 RECESS FOR SGD I 1 I I S3 REFER TO MASONSI ■ I " I I SCOPE FOR WIDTH.I III � I I ■ Frj7_)1 I o I� 1 o I 1 I • 1- _ f C.J. II 4'-l" 13-8Ys' 3Y2" MIN. 3000psi CONC. SLAB FOR HERNANDO 1 1 U COUNTY ONLY. 3Y2" MIN. I 1 1 2500psi CONC. SLAB 1 ■ ■ I I OVER 6 MIL VISQUEEN 1 VAPOR BARRIER I I GG TYP �j dI S3 I ■ I L _ C.J. — — — —�---� I II I ( s 1 � I O III I ■ III O I I T-3° ■ 1. _J PLUMBING I I— — — — — STACK I GG l _ 10 STUB UP 13'-1" CO TO 2ND 1 FLOOR I I FOR A/C J — 71 Oz w z S3 Q O 0: P: W17 (9" z <a °m I oW Q ■a O Q z I J2 CC z 0 ■ 1 -i ;0 — _CN TYP. @ 9 SINGLE I r STORY I ■ A I S3 1 O 1 I 1 (2) #5 VERTS Win 1 FILLED CELL — — — — — — — — — — ih V-8" 16'-0" 19'-4" T-0" r,r: i r ill Il0 r i ri r � li l; r. li li li li l it -3 1/2" K S3 2'-6" x 2'-6" x 1 1'-0" w/ (3) 1 #5's E.W. 1 l = 00 I (V PROVIDE 1/2" X 9 1� 1/2" RECESS FOR ■ �e N 3'-11" 1'4 -4" FRONT DOOR a. TOP OF CONC./ _ j 00 PAVER TO BE 4" BELOW FIN. FLR. l ■ ih w O to PJ I S3 (2) #5 VERTS w/in 1 — FILLED CELL--, 1 0 ■ 4'4" l'_4" ao � L S3 TYP. @ ENTRY 5'-8" 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. r 0 io aQ -v to 'T °Q 2'-6" x 2'-6" x V-0" w/ (3) #5's E.W. `t z 0 a 0 z Z) 0 LL z 0 Q 0 z D O 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 - ELEV-A I SCALE: Y4"=1'-0" N N L O �r-O `= tr (1r) °• •r N m X } M U_ a Q L 0 N Y C: �. Q o U Z U C'J a c� i — T, - CL tv Q s, C(- E C_' (4 N O 0 �_ ca o w > > Q SRO _\\\`eP" SE •• �t •' � v : ��' 61 0 C of ., i'',pOFE s s 1 O ilk /!lliN1! 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 engineedng portions of the drawing pages bearing Engineers signature and seal. 00 9 ti CP V 0 N N # LL J h a LL d M y a ui J ut 0 V OC 0 rn M CS 0 o a a a Z a MZ �y0 iN C14ILWarn°' Q U 0 n W oo❑ r z Z z o V a �N �W z -8 0 LL � C17 U 0 3 to W o c W l0 U • CD M = O � zo wR s° g -air zo E $ <0 R c�i 0 Z N (a Qa �� o � N C tz wTE N O � > a � ww V �W W g 15I4 La >M J O m m 0 L O Cr I1 (%� `+ + DC"I 'T^ v� O � CD O 0) Lo N Q N r T ui m T t_V H CV o Z z E O E c a 0 a Q t7 J JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. 5 L4111i.i. _,r,1bwamiL ,rut a6ALI, I _,L.�JM 0 N tD 12'-0" 13'-0" 2 D2 FT3GE 1 TYP. @ p2 CORNERS 0 00 N 0 A @ 24" O.C. MIN. L S6 f 591 1 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL M ED FT7G G ) a TYP: RG. WALL 1 L1 S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL (2) A A TYP. U.N.O. 0 O m FT8G FT11 FT13GE f ' � � • 35 ED 22 D1 FT (2) A FG3 D1 CJ3B o0 CJ1B 9 D1 7✓se D1 L C co 1D 5'-0" RORYTYP. (SEE AA/S3 FOR STEM OPT.) �q I:JsPIA 5'-8" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. SO FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] e=an / AREA ROOF 1 1 2e 2n 2r 3 1 3e I 3r HIP 35.94 -49.57 -49.57 -49.57 —t-- --T— I \� O�i 10 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): L ry a I♦ ♦I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.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 I I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: I I O I l O I SHINGLE: %6" EXP. 1 C%6) or 75/3a' EXP. 1 HIM) j TILE: 15/2" EXP. 1 (33,1'6) Ir I NOTE: I I I 1 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS I_ I r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d 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 Aj 4 " 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 @TRUSSES STEP-DOWN, WALL TO TRUSS i SCALE: 1/2" = 1'-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 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d 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 5/8" ANCH. / (26)10dxl-112" HTT5 5795 5/8" ANCH. /(26)1 Old x1-112 K HD3B * 3130 3050 5/8" 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 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 wl (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 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (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 w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `N/ (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28)16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F W/ (3) 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 1 112" 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 / 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 141-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). 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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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. (A) OR 2 PLY :ARRIER R 2 PLY CgRRIER� (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—A SCALE: YV=1'-0" 21'-O `U00 am X N LL a v "C: N cam. N p m -C L- Q Q U m UQ Q) 7 a) wa)> _> W 0) Q_0 (6 to O O � CV$ 11 II U1111k ► Q �FCj�C-- n .r P.��i .OFESSIO , 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. to IH E S 8 N = N J Lu W �No� a c �LLLL 0 Ara^� mJ 7 J ILZ oU= W ❑❑O W U V z Cl) z F z o d. N N U) W LL �0 V1 c d U U Q N 0 s tD M w M z 2 a 3 Q J LL £$ aCL CL E u m -E � U �° 0 o� Z a:o E a ma rp C - C o gLL Z T 0 Zj oU CM J O B m C9 L M mt T O r- It Q VJ .2 C 0) N .� Q NLo z 41 r cV Z ` E O lu E v :# U c a � a O � JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. 6.1 0 N 25' -0" 9i,�ll � 4i Qil (2) TYP. ENGINEERED CLADDING W NDFPR PRESSURES AND SUCTIONS FORM AN ROOF S 5 ft D MPONES RSH WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C WIND PRESSURE AND SUCTION (PSF) EFFECTIVE WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r I I I HIP -35.94 -49.57 49.57 49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 1 1 -60.99 1 78.58 - t - - \�O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): I I I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I \�� /// I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I . I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I r) I I i I ROOF SHEATHING: I Q I I D I I I SHINGLE: Y16" EXP. 1 e%a) or fez' EXP. 1 e�11e) I I I I I r I I TILE: %2' EXP. 1 (3y6) ( I I NOTE: I I I L 1. PER CODE ASTM F1687 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 -10d x 1 112" HTA20 1870 1585 10 -10d x 1 1/2" 1875 (1)PLY A (2) (2)META12 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 R73 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 -10d x 1 1/2" RT16A 1020 1160 1 9 -10d x 1 117% 8-10d 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) W83 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. 126)10d x1-1/2 K HD3B * 3130 3050 5/8"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" 0 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 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (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 w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518"' ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4G60-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w/SINKER (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (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 1 1010 1 605 1 12-10d SPT24 1090 1 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT RECI'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) Ilt 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 (8) (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 WO2 - A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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 Ifl(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FX CONT LEDGER C% ro FLO LL QD ) a14 Ej Lx Mi X n u SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: Y4 "=1'-0" �o M e� � 10X N i LL Q,,, L Q c0NY cfr E•� Q W C( � Q� w � E c: RS (p 0 O_ ;jam �W ltl 0`\`��,iittll3i?t 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 5-112" 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 repar 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 veritcal (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 oa Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTfS 8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM k GROUT SOLID W �U 0 #5 BAR CONT. 8F12-16/1 T M "V" LINTEL DETAIL SCALE - N.T.S. VII F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Ll 8 F 16— B/ 1 T a z O th z tNOMINAI, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT IL — MATERIALS c precas nets = 3500 psi. 2. fc prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4, maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR MIN. (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° ° • ° ° ° ° .IU. #5 REBAR AT TOP , • ° ° • GROUT MIN. (1) REQ'D 1-1/2" CLEAR • a ° ° y C.M.U. ° 5 REBAR AT • BOTTOM OF r7i LINTEL CAVITY 0 0 0 m o -BOTTOM w o rr d. O i REINFORCING a CI 7-5/8"ACTUAL PROVIDED IN LINTEL ZO 4- p w In ¢ CJ 33 5 REBAR AT BOTTOt ' NOMINAL WIDTH (VARIES) u~i r1 ° AS INDICATED 1 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibuos coating. See contractor specifications 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) 10d NAILS & (8) Y4"xl J" 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 OIL SEE PLAN I _ TMALL I I>J- - 8" KNOCKOUT COURSE W/ (1) #5 CONT. --SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" O O 6-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL O 4'-6" LL MIN.B T-8" LL MIN. E 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=1'-0" 0O 0 ti co LmX N N (0 LL a �tT cr �' 1_ N L a M C) C - W(D Q O >_ U (D 5•� w E C M U) O O >>CL w / r �Ao •• O J J I To tha best of the Engineer s knowledge, In rmation 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. � F n $E� NcJ C oo _ N N ug LL j �, co t71 7! W tl! tfi a rn r- r- i w o wLL M 0 a LLU. Sw Z O rmcS 0o ^� a IL L W Z rn �o)<¢r a N co ° � rn Z O = pV C�M 0 W OHO Ur cn r' Z N Z J N z •U w W �'`'• Ow vin I/1 _ cn (� r- to U 0 Q o cn r$ E a a u Q O E U nCL s SU Up U z~ Nco O. °dz 8 q�QQ W2 �J L 10 z ??z Intl U az W �o W �C �w �r 2O 2 >M d' ca N cca c Q :3 qt Q a � U) m H O � ~ 0) (V Q C:) N T T r N z z a E 0 O JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER 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 ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (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 TR11-14. 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 6TMS 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. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD LY DOWNWARD AT TH TOP OF THE GUARDRAIL OF 100 PLF APPLIED VERTICALE 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 1" = 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 U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185/ A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 10MIN. 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 15132" 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'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 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 tr�atment 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 1'4' away from the building side walls. 3. Irrigation/sprinkler systems includingp all risers and spray heads shall not be installed wt hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil v por retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C ncrete overpo 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 barrier must be installed after construction is complete, including landscaping and irrigation. Any loll 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. Tfie 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: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +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 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8ll 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 s". 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 MI R C OLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 7''JO N ) N m iG a LL a- N -d O Q 0 c� u ; N W z CD N 7 T w C( C N O 0 4 0 Q ? a 0 i1;FF1yl/�, •••• SF_•+� !yC •� �v; • \G � l�v N r _e CQ Q•�7� �p: 1 �OfiE'SSIot, °O `el90111 l i 11 i " "00� To the best of the Engineers knowledge, information and belief, the structural plans and speciflcations 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. 0 Q 9 S2 J N d 0 :9n; #"w d! rn _ r- LL w a t\i o a a rh - L' 0- W }s -- LL � O Z_ �c4i o0 � w aa Co �MNW poO' Z NMZ yO O IL UNO Z �a W U R z M z a E3 Q V) z (1)CD Ora C_ w � U � 0 w N C m �- f6 U < 0 CID M Cl) z� E UO E: u O aQ ?qo E gg Z co ry fu °d o m gLL YO Qi c y O ZO Z y Qi wm aw MillCD w 1 0Ig v zI< ° � �� >M J Oco C9 0 Y T a. (� "' m Co 4-0 I� O � N Q c1 f t� E N ' T `� 04 o z z E � m C a o U J Q Q J JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. SIN i I 34 W I 7t N Q N B I 2 'a 3 t a 0 E i 19 i I Y 5 t7_ M Na 0 M M z U W THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1t2" LONG (3/4%1" CROWN) L''. 1777_* .'.'.'.' ..................... ...... .. ...... �:::::.:.:...:..::::.::..:....:...:::: i3 I)� WALL SHEATHING MAX STAPLES @ 6" O.C. VERT BETWEEN F. 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 co 5'-0" STUB -OUT FOR " 0 1'-0o o in GAS METER e v O o CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 'IT-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (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 1.8/1.7 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 1.8/1.7 wood panels 2x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x lumber Double 2 x lumber FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d 1 w NAILS TYP. `—GIRDER TRUSS STD. 90° .� �C CONT. #5 CONT.#5 HOOK BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN .N SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND ;:� =—SHEATHING PER PLAN CONNECTION f• 1.. TJI TO BE CUT TO ALLOW .-T FOR BLOCKINGITJI MASONRY WALL OR .0 ll INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" max. 2" min. 4" max. � i + I Web Stiffener Fastener Schedule Series De tJoist - he End Intermeationdiate l' ® 9-1/2"_ 2-8d 2-8d_ BCI 5000s 11-7/8" 2-8d 3-8d 14" i 2-8d 5- Clinch nails - 9-1/2" 2-8d 2-8d whenpossible BC16000s® 11-7/8" 2-8d 3-8d BCI6500s 14" 2-8d 5-8d 1 Support back of web during nailing to prevent damage to V 16" 2-8d 6-8d PPo 9 9 P 9 11-7/8 2-8d 3-8d web -flange connection. - BCI 60s® 14" 2-8d 5-8d -- 2) Block solid between joists for full length of span. Tight fit - 16" 2-8d I 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d3-16d_ 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. gCl 90s® 14" 5-16 5 16d required when indicated or 4' max. 16 " 6 _ 16d1 6 16d 2x :CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. I- OF THE JOIST ASA REQUIRED LEAVINGY" 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. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + Boise Joist Blocking tlse T' 11(ldl nails at R" n.c- Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges g BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over 1� 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6�� A 1 2" ROUND HOLE MAY 6�� 6,� 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 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. 1Y2 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 1Y2" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger 5/8" R THRU BOLT I.0 SIMPS( w/(22)• NAILS 1 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 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —.I 11—I�I �J�I Nail with 10-10d nails. Install tight to top flange. r�; SLEEVE THRU STEM XX SEE PLAN FOR--'•• • FOUNDATION INFO ` a STEM FOUNDATION ! \ W 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 f ^� 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 fi requirements -0.6 X Joist o depth I I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR 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. 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 r — a G yl\i- 1 ° 4 *n �TTT�TfI'— • 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"-PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 4 O 4 �. O .4 4 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7-G o 4 4 �---_ — a 4 4v L a d 44 4 'd SEE FND. PLN. SIZE & REINF. "t3 v O > O. X Qm M Ll. CL � N to V Y c _ O N 3 � 0 0 w 0) CL -0 7 IJ- Q� E C U.)O O < C U oV.! >�� tttilDi Il1Ftl/�,��!'' , 4 \l� P•r�'• cE '••� Jwit �v ►\rLlb -� Q �J rr = :� : ,�o • OF o ' C c� • FLOIko •�. lllllll111'tttt��� 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 - Residentlal 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 8N � = O J (� Y aCo cr u L5 - 4 w ao � vc to 0 in-�1? --wa � My LLax a LLLL 1��00LL a` 0 to 0 0 f- r�N O 111irrn a�¢ ILA z o o Z06 0 3 tyi W ❑�❑ z z z z N 8 (Dru w U Ow U 0 ¢QD see (M M M -J E_ ° z0 00 r. d z g 'd CIL Q 7G E� co R � �S z ro � 2Cn to Jw 7� W a U $� aZ LL z 'NJ M O •V O U) M O C14 C) O 0) "' Q N cM r E ca M T' Z A E 2 c cg ¢ o JOB NO : 22-02351 SCALE : AS NOTED SHEET NO. SN 1 .11 t't I '��IC[1 "I I 3 W 0 4 N 0 0 C C 0 G `o v cg a a I Y 0 1:Z c N WE N N 7F 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 �(Ty P•) VARIES INSU 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GA A.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. ABOVE) 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/ (12)10d NAILS 2x #2 SPF STUDS INTERVALS NOT EXCEEDINGL 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) 10'-0" (R302.11) - -- - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH ALT: 1/2"xl2" TITEN HD @ 24" REQUIREMENTS SEE R905.1.1 z _ __ ___ - - -- SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4 O.C. BOUNDARIES, 6 O.C. @ INSULATION PER CHART ON FLOOR PLAN PRE ENGINEERED WOOD APPLICABLE. v 3/8" MORTAR BETWEEN @ " @ 24" O.C.) TRUSS @ 24" O.C. U.N.O. " " EDGES, AND @ 12" O.C. @FIELD 2x P.T. PLATE 1/4 DIA. X 31/4' TAPCONS @ 24 0/C & � __ _ SLAB &BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE -- "" _ - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH " "' ELEV. 0'-0"IK (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT -- MOISTURE BARRIER a O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ° �_ y A.F.F. @ 24" O.C.) 21r x 6 W1.4 x W1.4 ATTACHMENTS 2t' SHINGLE ROOF, SHINGLES TO a . > 4 WWF OR FIBERMESH Tr BE IN ACCORDANCE w/ ASTM _ _ °' p .. — —,- T ELEV. -0'-31/2" Z 31/2" MIN. 31/2"MIN. D7158-CLASS G or H, or ASTM -� D3161-CLASS F, IN I ° 2x4 CONT. A.F.F, U- a ACCORDANCE w/ TABLE — — I c — — b / • ° � 1/2"(min.)-4" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH R905.2.6.1, FLORIDA BUILDING _ I I I I., N o0 T' s a ? • °° ^t ^r - — a -r1/2" min.)- (4" GARAGE DEPTH VARIES 31/2 (min.) -4 31/2 IIIIIII. I CODE 7TH EDITION (2020) RESIDENTIAL - a ROOF SHEATHING - SEE — — SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING (2)#5CONT. - 4" 1'4 8r FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL 0 STEP C@ SHEARWALL ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �'� SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3!4"=1'-0" 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER nkiZ 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB �.� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C �y r a, _ A t• I s Z_ °O s � 6 MIL VAPOR o — - Z BARRIER — �• • T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR — ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' OHD PAVERS /-... RECESS ;. Z - II�1�1II� III III II III 11 • - 1=III'�II =1=�11 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. -101 SC0 QGS "II'sl 1�II ° II"II"II'� II II CONT. II II II 11 II II TYPICAL BEARING•°LL @ STE■ 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o o�o S LOAD BEARING OR INSULATION PER FBC AND ENERGY GON(�N 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1 �� P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) d x #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING �� 10 -0 (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR "J" „a�� �,o 5/8 x 10""'J' BOLT @ 24 O/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " ( IF NO UP LIFT ON WALL SEE GG/S3) 5/8'. x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR `SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE >11 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) w/ (10)10d NAILS �, SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED J BAR a _ ^ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N .� �* �,P ,- 2x P.T. PLATE —1 o END OF 2" x PLATE WWF OR FIBERMESH E ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR v n a GRADE t„ _ �— ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 0- A MONO OR STEMWALL Cl)p. FINISH GRADE °O 60 MIN. Fy [ [= 60ksi 25" MIN. LAP [30" MIN. LAP] a g — — is • D Z FOOTING MONO SHOWN = — � w FOR CLARITY °O 6 MIL VAPOR BARRIER ; ° — R 1 7/8" �' #5 REINFORCING BAR - z ° • — — — -z #5 LAP SPLICE (2) #5 CONT.— NOTE: "FOR BEARING WALL - g _ __ r > ° . COMP. SOIL. (COMPACTED TO — 36" MIN. LAP [36" MIN. LAP] T ON 3" CHAIRS �� g 1-4 g W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM — —rr' 10"(TYP ) D1557) — 4" #6 REINFORCING BAR #5 STD. 90 HOOK - = SPLICE LAP #6 - TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. S3 6x6W1.4xW1,4 WWF OR .T . ®GRADE �I II =U= 11-11= �IL=II= II I�=7I=IIc1I57I``I1-1�= 11' .. -'ll�lllillllliaillilailll MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT • 1 • ■ /,..vmwmw 1.11.�L11 II u.�I SEE A/S3 OR J/S6 , FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN INTERIOR A. `. -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ E_ M 6 MIL VAPOR -_ BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1 RECESS FOR ARI VWV OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.. D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR Y " CONNECTION INFO � ° ' 111 TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN c v: A. A a A (2) HTS20 FOR STRUCTURAL r _ _ _ 9 BEAM SIZE & 4' 4 CONNECTION INFO i a �' i II 2x4 #2 SYP P.T. FRAMING w/ - — MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ' r 8" z ATTACHED PER NAILING FOR REINF. INFO. w 0 SCHEDULE OPTION #1 cr- ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS W! DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD � � INSULATION PER CHART z0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ON FLOOR PLAN � w > SIZE VARIES PER PLAN MIN. #5 VERTICALS M ? CONT. BEAD SEALANT a w/ (2) ;o GRADE E > � FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 Cj Uj w SIZE AND REINFORCEMENT) LLI C7 Z = ,, • '- WWF OR FIBERMESH C., ai a w v o " BRICK PAVERS or SLAB PER p o LU v' v ! • • •- z / COMMUNITY SPECS - �-5; 4�1 INTERIOR WALL SLAB STEP NON-BRG.rK SCALE: 3/4"=1'-0" S3 •.'� SEE FOUNDATION •� ,�. CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 3l4" = FOOTING v BEYOND I PAD REINFORCEMENT 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 o ti QU N m o N � O- s- -� CD � N cz N Y 3 Q 0 d • N ca � . c G w ¢ja 0Uj SE 'o v �• OF w FLG •�� '�•r oQ•. O�ESSIotl �� 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. E co 8 �p�p-j N C5 OW # 11 0 `'' 10 tl) tq F- 1, - —+ w (L M v LL' o_ at 0 0 _ M-S 119 =M Z I C�,�; x 0 �j W 2-rn a ILN C,Z L,Q z OU -j(n _ ❑ W 7 z z z ¢_ _ zC1 w M. .O w ul v '® ~ � $ s c r3 0 M M z QQ E o "� o a® oa H- T BTU pq I;o CU o� Z N ru tN i �S ado z:3 CO I 19 m� Z ad b i'5 h S W U 8 �a �O N� x� 1-� } ? g N R �0 >_ CID A s 121 > M J O �, c� r C:). -. :3 d. l� U C(O 4-+ lit I.C) N Q N r T � Z Z E O ai E 2 1° C _ a U J Q O JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. S3 (MONO) . IL... Illl. W4 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL ISMAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (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 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 —i 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 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL rA SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. 54 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) k5 FOR CONCRETE PLACEMENT t�lii!��Il�liliil�l�ll�!��I�■ NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. t�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 G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J J �- W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL P�AVMOUNTING BASE 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �pOw 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 -Ct 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 vvvninnvn 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 NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. t�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 G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J J �- W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL P�AVMOUNTING BASE 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �pOw 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 -Ct 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 vvvninnvn 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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (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. OPOO SIMPSON HTT4 TYP. F��NG U.N.O.4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT• PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K'_� Q SCALE: N.T.S. S4 3E 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \J� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLIN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 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 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 7 G' 10d @ 8" O/C ATTACH ALL -� EXTERIOR STUDS W/ 1416d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. If /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION X P.T. PLATE SIMPSON SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 —i TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE V' 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING 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) IS (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT 'OXIED A.T.R. I&NUT )XIED A.T.R. I&NUT 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-4- O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD o o S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 01 I` c� 0- U c� N � m 0- _r '6 C) rM N Y -0 Q C g N _tf Q Q o 3: M r U -0 N � _ C c(_ E Cz to 0 0 0 ►1! j Q ,1191111IPlfdl�a��A+ ``R�`,,�� f20 W/v .. �SE Q\:kr✓ `�,� N •: y (,� �rJ • � '• F L O •�'� �i. f OFESSIONP '!r/f/!!li!tt1�I1\\ � �� To the best of the Engineers knowledge, information and belief, the structural plans and spedflcations 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 Qp m r 4R N O N 8 5 J N !T � LL Q A-- jn 2 N ik �• FA to r- r: L3 -- w a N O LL a - Q �LLLL aN Z mac` o tao O~ 13 M0 W 0 a o Z co N _j � u) r,) Z d' V p Z N OU rJ_jN LW o00 Z N zo v J - a. N c� z .1 Q) C1 �4--J N tp W U � 011 „. c O W E $o ag C � wo U z�� C O ( g$� z�� �o � Y gLL �8 io J 8 �0 a t0 �o _.20 'M O it V m L c 1"' O � r U (0 O C) .0 04 Q 04 � T E m N T v; 04 ° Z Z E O m c a U .° ¢ p JOB NO : 22-02351 SCALE : AS NOTED SHEET NO. S4 3 d' 0 i 4 r N rn .9 49 C" N E E CL c� v c� i U N U I 0 U .S a> Cz N N N 5i 0 a 0 N N 0 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 w/ 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 10JS5 BACKNAIL w/ (2)16d NAILS � 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE �A SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & SILL (2)1Od TOE NAILS @ EA. FROM LEDGER TO 1/2" CDX PLYWOOD OR END BLOCKING 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM [��1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND AI NAILING SCHEDULE FOR SHEATHING DETAIL �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & • (2) 16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS 2 x6 P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'7" ON TOP OF PANEL BLOCKING, WEEP SCREED 1 THE FIRST 4 ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C () 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 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 J "" " " MOISTURE BARRIER SIMPSON META12 wl (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION- WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"X2 1/4" 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR Ill. SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES1/ (2)16d NAILS `O � � 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 40� NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2X4 BLOCKING @ 24" FIRST (4) ROWS OF 0/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL 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" DIA. 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 F THE (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/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 HGAM1OKTA 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 0 LAST LAMINATION 2x4'T ON TOP OF PANEL `` 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ 1Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF I � , D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) _� SEE TYP. WALL SECTION FOR SCALE: 3/4"=r-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT ..,....... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S S5 12 6.9 MAX. S5 J S5 GABLE TRUSS 12" SH SCHEDULE ATTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 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 \-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) a 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL_ j GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 010" - 3'-0" T-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 HGA10KT w/ (4)1/4"x1 1/2" SIDS 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. Uj ✓9c� Y CORNERJACK a_ Q tY tll z IY O HIP FRAMING REFERENCE PLAN 0 z w \-BRACING w/(3) 10dx 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: STOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Illl�ln� g II AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 N p 0 � O cN.+ Q C) N N @ CID C� -C N R � O (f. Q O U w li CL C � to O O � r U a. E 0Ul ` `i J • �. U 0 •� -� P�o. aF 0� . ''••.,F L.� 01'� E S S I O IA 0 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. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 ti 4 8 $g gR N Qf J lL 0 :5 c' # LL a cz � i aL a Q � u- 0 Z 'Fo OSC 0: f0 c0 it 0 ILW a N M Z �g N O 0 o cQi c3 3 ran Z �0❑ w (n z z � a (V �+-ruj U 0 w sleft Ln Ilk cd M y M J Eg z0 Q O wK �_S s�o z Q4 N _ o jz wx ro a z C Y Zz 8 ° U W = NJ e� J >(n O m i0 T �1 «<'////JJJ) I— 4-0 4 m O 04 0 '� o Lb CV Q N T t-- N Z T N Z E O cc o E «? c 0- ¢ o" � JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. S5 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND AI NAILING SCHEDULE FOR SHEATHING DETAIL �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & • (2) 16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS 2 x6 P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'7" ON TOP OF PANEL BLOCKING, WEEP SCREED 1 THE FIRST 4 ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C () 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 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 J "" " " MOISTURE BARRIER SIMPSON META12 wl (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION- WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"X2 1/4" 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR Ill. SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES1/ (2)16d NAILS `O � � 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 40� NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2X4 BLOCKING @ 24" FIRST (4) ROWS OF 0/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL 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" DIA. 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 F THE (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/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 HGAM1OKTA 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 0 LAST LAMINATION 2x4'T ON TOP OF PANEL `` 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ 1Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF I � , D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) _� SEE TYP. WALL SECTION FOR SCALE: 3/4"=r-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT ..,....... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S S5 12 6.9 MAX. S5 J S5 GABLE TRUSS 12" SH SCHEDULE ATTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 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 \-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) a 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL_ j GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 010" - 3'-0" T-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 HGA10KT w/ (4)1/4"x1 1/2" SIDS 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. Uj ✓9c� Y CORNERJACK a_ Q tY tll z IY O HIP FRAMING REFERENCE PLAN 0 z w \-BRACING w/(3) 10dx 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: STOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Illl�ln� g II AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 N p 0 � O cN.+ Q C) N N @ CID C� -C N R � O (f. Q O U w li CL C � to O O � r U a. E 0Ul ` `i J • �. U 0 •� -� P�o. aF 0� . ''••.,F L.� 01'� E S S I O IA 0 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. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 ti 4 8 $g gR N Qf J lL 0 :5 c' # LL a cz � i aL a Q � u- 0 Z 'Fo OSC 0: f0 c0 it 0 ILW a N M Z �g N O 0 o cQi c3 3 ran Z �0❑ w (n z z � a (V �+-ruj U 0 w sleft Ln Ilk cd M y M J Eg z0 Q O wK �_S s�o z Q4 N _ o jz wx ro a z C Y Zz 8 ° U W = NJ e� J >(n O m i0 T �1 «<'////JJJ) I— 4-0 4 m O 04 0 '� o Lb CV Q N T t-- N Z T N Z E O cc o E «? c 0- ¢ o" � JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. S5 2 x6 P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'7" ON TOP OF PANEL BLOCKING, WEEP SCREED 1 THE FIRST 4 ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C () 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 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 J "" " " MOISTURE BARRIER SIMPSON META12 wl (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION- WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"X2 1/4" 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR Ill. SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES1/ (2)16d NAILS `O � � 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 40� NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2X4 BLOCKING @ 24" FIRST (4) ROWS OF 0/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL 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" DIA. 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 F THE (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/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 HGAM1OKTA 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 0 LAST LAMINATION 2x4'T ON TOP OF PANEL `` 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ 1Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF I � , D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) _� SEE TYP. WALL SECTION FOR SCALE: 3/4"=r-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT ..,....... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S S5 12 6.9 MAX. S5 J S5 GABLE TRUSS 12" SH SCHEDULE ATTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 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 \-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) a 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL_ j GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 010" - 3'-0" T-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 HGA10KT w/ (4)1/4"x1 1/2" SIDS 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. Uj ✓9c� Y CORNERJACK a_ Q tY tll z IY O HIP FRAMING REFERENCE PLAN 0 z w \-BRACING w/(3) 10dx 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: STOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Illl�ln� g II AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 N p 0 � O cN.+ Q C) N N @ CID C� -C N R � O (f. Q O U w li CL C � to O O � r U a. E 0Ul ` `i J • �. U 0 •� -� P�o. aF 0� . ''••.,F L.� 01'� E S S I O IA 0 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. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 ti 4 8 $g gR N Qf J lL 0 :5 c' # LL a cz � i aL a Q � u- 0 Z 'Fo OSC 0: f0 c0 it 0 ILW a N M Z �g N O 0 o cQi c3 3 ran Z �0❑ w (n z z � a (V �+-ruj U 0 w sleft Ln Ilk cd M y M J Eg z0 Q O wK �_S s�o z Q4 N _ o jz wx ro a z C Y Zz 8 ° U W = NJ e� J >(n O m i0 T �1 «<'////JJJ) I— 4-0 4 m O 04 0 '� o Lb CV Q N T t-- N Z T N Z E O cc o E «? c 0- ¢ o" � JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. S5 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT ..,....... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S S5 12 6.9 MAX. S5 J S5 GABLE TRUSS 12" SH SCHEDULE ATTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 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 \-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) a 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL_ j GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 010" - 3'-0" T-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 HGA10KT w/ (4)1/4"x1 1/2" SIDS 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. Uj ✓9c� Y CORNERJACK a_ Q tY tll z IY O HIP FRAMING REFERENCE PLAN 0 z w \-BRACING w/(3) 10dx 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: STOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Illl�ln� g II AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 N p 0 � O cN.+ Q C) N N @ CID C� -C N R � O (f. Q O U w li CL C � to O O � r U a. E 0Ul ` `i J • �. U 0 •� -� P�o. aF 0� . ''••.,F L.� 01'� E S S I O IA 0 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. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 ti 4 8 $g gR N Qf J lL 0 :5 c' # LL a cz � i aL a Q � u- 0 Z 'Fo OSC 0: f0 c0 it 0 ILW a N M Z �g N O 0 o cQi c3 3 ran Z �0❑ w (n z z � a (V �+-ruj U 0 w sleft Ln Ilk cd M y M J Eg z0 Q O wK �_S s�o z Q4 N _ o jz wx ro a z C Y Zz 8 ° U W = NJ e� J >(n O m i0 T �1 «<'////JJJ) I— 4-0 4 m O 04 0 '� o Lb CV Q N T t-- N Z T N Z E O cc o E «? c 0- ¢ o" � JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. S5 NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SIDS 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. Uj ✓9c� Y CORNERJACK a_ Q tY tll z IY O HIP FRAMING REFERENCE PLAN 0 z w \-BRACING w/(3) 10dx 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: STOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Illl�ln� g II AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 N p 0 � O cN.+ Q C) N N @ CID C� -C N R � O (f. Q O U w li CL C � to O O � r U a. E 0Ul ` `i J • �. U 0 •� -� P�o. aF 0� . ''••.,F L.� 01'� E S S I O IA 0 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. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 ti 4 8 $g gR N Qf J lL 0 :5 c' # LL a cz � i aL a Q � u- 0 Z 'Fo OSC 0: f0 c0 it 0 ILW a N M Z �g N O 0 o cQi c3 3 ran Z �0❑ w (n z z � a (V �+-ruj U 0 w sleft Ln Ilk cd M y M J Eg z0 Q O wK �_S s�o z Q4 N _ o jz wx ro a z C Y Zz 8 ° U W = NJ e� J >(n O m i0 T �1 «<'////JJJ) I— 4-0 4 m O 04 0 '� o Lb CV Q N T t-- N Z T N Z E O cc o E «? c 0- ¢ o" � JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. S5 HIP FRAMING REFERENCE PLAN 0 z w \-BRACING w/(3) 10dx 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: STOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Illl�ln� g II AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 N p 0 � O cN.+ Q C) N N @ CID C� -C N R � O (f. Q O U w li CL C � to O O � r U a. E 0Ul ` `i J • �. U 0 •� -� P�o. aF 0� . ''••.,F L.� 01'� E S S I O IA 0 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. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 ti 4 8 $g gR N Qf J lL 0 :5 c' # LL a cz � i aL a Q � u- 0 Z 'Fo OSC 0: f0 c0 it 0 ILW a N M Z �g N O 0 o cQi c3 3 ran Z �0❑ w (n z z � a (V �+-ruj U 0 w sleft Ln Ilk cd M y M J Eg z0 Q O wK �_S s�o z Q4 N _ o jz wx ro a z C Y Zz 8 ° U W = NJ e� J >(n O m i0 T �1 «<'////JJJ) I— 4-0 4 m O 04 0 '� o Lb CV Q N T t-- N Z T N Z E O cc o E «? c 0- ¢ o" � JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. S5 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 N p 0 � O cN.+ Q C) N N @ CID C� -C N R � O (f. Q O U w li CL C � to O O � r U a. E 0Ul ` `i J • �. U 0 •� -� P�o. aF 0� . ''••.,F L.� 01'� E S S I O IA 0 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. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 ti 4 8 $g gR N Qf J lL 0 :5 c' # LL a cz � i aL a Q � u- 0 Z 'Fo OSC 0: f0 c0 it 0 ILW a N M Z �g N O 0 o cQi c3 3 ran Z �0❑ w (n z z � a (V �+-ruj U 0 w sleft Ln Ilk cd M y M J Eg z0 Q O wK �_S s�o z Q4 N _ o jz wx ro a z C Y Zz 8 ° U W = NJ e� J >(n O m i0 T �1 «<'////JJJ) I— 4-0 4 m O 04 0 '� o Lb CV Q N T t-- N Z T N Z E O cc o E «? c 0- ¢ o" � JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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)1 Od @ 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 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" 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" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAT MIN. PSI MAY VARY PER d MUNICIPALITY E �-� 6x6 W1.4xW1.4 WWF OR FIBERMESH _ Tl FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM 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 --A PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO u — 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 UJ LAYER 1/8" THICK. —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) v 4"x4" INSPECTION PORT AT IL EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR 'n w TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE Q FINISH GRADE o0 •, • • .. a �`TDJ1--STD. 90 "HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=V-0" S6 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)1Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER JE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ I" ^ 2"x BOT. PLATE (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 u. INSTALLED PER. MANUF. C. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK A FLOOR CONNECTION B S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED 4 T PLAN ' . INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 481, SIMPSON HETA20 W/ (8)1 Odxl 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 O&W @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS60� SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR11 SPECS ON 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 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 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 E s•' 0 • r (3) #5 CONT. ON 3" 8" V-8R 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. s 15/32" OSB EXPOSUREI SHEATHING xL. PROVIDE x BLOCKING AS REQUIRED PER f O SECTION X-X IF Lu NOT FULL HEIGHT SHEET C �� L G FLOOR SYST M / (2)- 2x TOP PLATE d BEYOND I 15/32" OSB EXPOSURE F SHEATHING W M SOLID 2x o C BLOCKING @ ALL s C zl� SHEATHING 0 EDGES (SEE OPENING I ,FrTIONX-X a cWi C x �w x E ti 2x STUDS BEYOND. SEE PLAN if LL I U) A \-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 318" "S" = NAIL SPACING S 3 4" SINGLE NAIL EDGE SPACING DOUBLE AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 N2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS C 3" O.C. STAGGERED FOR SHEATHING VERTICAL &DC:KIW SECTION X-X S EDGE SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM)¢" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ LL © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL gg O ¢ F O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 1= 8 w/ 8d COMMON NAILS V 4" O.C. (2) ROWS @ TOP & BOTT. ' � @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 9 0 Wo LL NWKO MEMBER IF GABLE END Z.- LL W LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN, 131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". SFF �0�' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 . INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" 0/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE AF/Iiir?0, SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 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 d • E •a Y � • MI I I -I I I_I I I_I I• A. .:. ••. -1 I i-III-I i l l 11 I l i 1. I _ (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING m 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 (3) (3) (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. @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE V S6 ti CD CIO Q.03 �, (6 U _ (-I- -0 i 0_0 Q O s C( N O G 0 O ' Z11111 LI1111111//� y'° s��J W/V �''�•, •• E r •�J ��o _ ; c� < Ck r, S ry To the best of the Engineers knowledge, information and belief, the structural plans end 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. a h W o N N _ LL V S Y NC J C ao W to Cj ai coV' In M U. a 0 z =01 �° OC `� z;or 0 z LLWp' d a MZ jQy O a ot, CS-1� W CD v z 8 Q z ji LL Cn f0 u., � V 0 LU N -c d N U LU o U � c � 0 Q 0 N � O M i a o W zM Q E a �0 a • z {� (6 S % 0< �g U -8 z Ui ;v � w 0 = Y =� Z Q) J wa 4 W W 01 U gw Q Y� �o 1° U �— jRt o CD �LL < MI5 v 0I g °� MCIO J L r O T CO I� N N Q N r Ef7 T E co c N N o ? E C)h E a ci � a o JOB NO : 22-02351 SCALE : AS NOTED SHEET NO. S6 (MONO) E: SCALE: il. = V-0" THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS CnD DICC AKIM DI IKI IKIC:nDNAATIr)K1 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS V VML.L 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A 314" RISER CUT TO FIT STRINGER FACE OF 2ND RISER MAINTAIN BETWEEN T" ��� AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER i' 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 SYP CUT TO FIT 4RS IN WALL / 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION LZH ALL COMPONENTS 2x4 SYP BLOCKING IR TO CONC. W/J" X 2x4 PT AND NAILED HEDTO FTO TRIH GLUEFOR STRAP CONS @ MAX. 32" O.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/T" X \ NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. / I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER V9 / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH GAy_� TOP OF STRINGER STRINGERS G--6�: E 42x4 BLOCKING FOR 2xl2 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP 1 PT NOTCHED INTO STRINGER (1OMTS12 w/ D NAILED TO FLOOR WITH GLUE (114)4) 10d N d x 1 1/2" NAILS) STRINGER CONTACT POINTS \ SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL fFiE��4. xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-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 112" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2xl2 TREAD GLUED GLUED AND AND NAILED i NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS E 17L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS LV SCALE: 1" = V-0" SECTION VIEW "E" SCALE: 1" = 1'-0" 'jL2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx/GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING -- H E SECTION VIEW SCALE: i" = 1'4" -314 PLYWC ON DECK `•2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP \NOT SHOWN J STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING a2X8 BLOCKING _ FOR NEWEL POST TO ANCHOR TO. -(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 "X16" LVL FROM JOIST TO JOIST. USE ATTACHED W! 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. SECTION VIEW 11G11 SCALE: 1" = 1' 0" F SECTION VIEW SCALE: J" = 1'-0" NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD 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 NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" N v q O ~ CM X am M LL_ 0- L N Y >(YC O l6 c11 O O (a O-O Uj per'✓i�,R F E S S 1 Off\ ������� � To the best of the Engineers knowledge, Information and bellef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiat 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. S 8g 9 M d1 t O" N JLU LLiL ag J _ 2 0 °�oJ C' MZ�¢MO I Go N Z pU USN W ❑ ❑ ❑ 0 z Z <t _ a z 12 0 o w U � � O W $ N c 11 co M M w_ U_ E ut� w� a° zo E 'T_ Q N E 0 pQ 2 3° z K WW C zo ZN= wr �3 3 8 yLL t S i�< 8 �O >M J O rn TM c� co r r O vJ o m O O IM Lo N Q N r r E m N o r o O N LD E v 4: C a U _j Q p -oi JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. ST � IlRlrrt� 'rr 'I* I►�I I I� I Imo, 11 Ip'I 1i1 1 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45" DIAGONAL — BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS DOOR JAMB (REFER 1x4tE/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 P.T. 1x4 j± 1 X 4 L FURRING 3-1/4" LONG X 3/16"� � FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" @ 2X8 BLOCK@ SPACING „ DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MI 2" EDGE DIST. ATTACH iX8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. 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. 1x4 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. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 7., nCTA II '� 1 IAVI nCTA I I STAGGERED @ 12" O.C. 1-1 /d" I)I=TA I I BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR-1 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS 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 2 x 8 BUCK - CONNECT TO BLOCK SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) T-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 NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OFTW"k\—�^ 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) BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B—B 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" 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 EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90 HOOK (1 +5� NOTCH WEB AT FIRST 2 COURSI 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%" 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 ALL (5)12d NAILS SIMPSON i 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 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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING 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 REINFORCING AS FOLLOWS: . .. * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. „;, :L`KI, ; ,: „ .°,` `,,:... 6 MIN. LAP SPLICE W/ * 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 FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS, K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. '-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" ► s p GRADE O' M P z e. (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2 STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS kR ` THE :S ' I #5 REBAR (TYP,) ' r D. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRIG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) 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"xl/4" CROWN STAPLE @ EACH GROOVE J STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?.r \ + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" 9 * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. �EIVGpH (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT ENTER SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS 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 E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SC LE: - r @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W! 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ' ,•' OVERRAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-0" SH .. .. `� 11v► • #5 BAR p. 10 . ► , CENTERED W/ g ► .:' IN TOP o ► f ' KNOCKOUT / i:4 CHAIR BLOCK MONO FOOTING ,� ►• SIZE AND REINF. PER PLAN '• AND SECTION DETAILS it CLEAN FILL .► • DIRT b z �• ' LSOTANDARD9HOOK N #5 BAR IN FILLED CELL • _•L • •, �• ►, • _•�, �s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" CITE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" 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 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. i- ¢0 N X Q� cau-0 O ^O O `' s a NY Q a) �O (Ci v a� z, " q) Q t� p O "r 6 O LL ���aaaa Illllrr/P/�i T a 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 - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r g gE n 8 g 0 FAN Of m J t ? o0°o C°rji 4& t W N 0 ,n �n�� LLu- w a ajMR 19 —,-LL a 0 0 l�pp oyQ� W�LL = x 0 d D N MZ�rCL nUOt� ODU�N w ❑ ❑ ❑ z z Q J d N �4 r6 V W C 0 w g N N f0 •s �- Cb U 6CD v � M N w _.j U_ E -� a 0 E y W 38 o° �° z \O � � w i F- N L wg < z°z K WM m oKZ C 2 LL zco J �b 7W it mi _� $I O M J O y� 1t LIr- � T O 07 Y T �.. U m (0 .Q N O O N .0O Q N I.n T E M co° N z z d E E O U i° q p JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. SS u�m�r } Ir r r l rr'� I III Iffin ■IU111■11 UNIN 'I - - - _j I T1, I I I I - - - - - - - - - - - - - - - CROSS BRACING DETAIL (TYP),- SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 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. DB 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 Z-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� �L WOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. r- EXTEND SLAB 1 1/2" r-(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE -- N T PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX WOOD TRUSS :3113 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 @ 2-4-O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE 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 W/ (1) #5 EACH STEP 2.' W - 4" zu~i PORCH SLAB SEE - FOUNDATION N FOUNDATION PLAN lu� z (2) #5's CONT. T&B T z W/ #3 STIRRUPS A �, _ 4'-0" WHEN DEPTH '- EXCEEDS 30" LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSOI SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOF MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A PROVIDE 2X4 MIN. BLOCKING AT Ck 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 A USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE �\ PLAN EXTEND SLAB 1 1/2" 4„ (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" -7 PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN _ EXCEEDS 30" • N V-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE A ONRY INTEGRATE SCALE: N.T.S. 2X4 STUDS w/ SIMPSOI SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOF MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A PROVIDE 2X4 MIN. BLOCKING AT Ck 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 A USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE �\ PLAN EXTEND SLAB 1 1/2" 4„ (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" -7 PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN _ EXCEEDS 30" • N V-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE A ONRY INTEGRATE KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ w/(1)#5CONT (3) #5's EA. WAY `t Ak SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN 2 #5' CONT T&B / - z CONTRACTOR TO INSTALL SEE CUT O s ,w„ r #3 STIRRUPS AT 4 -0 MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI 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. i 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. >IMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE 1OOF PLAN FOR MORE NFO SEE FLOOR PLAN FOR 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" 1SEE PLAN FOR CANT. COLUMN SIZE & BASE I-7/16" OSB FLITCH PLATE CONNECTION INFO —7, REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON B SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT —1 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR ""' T POF�LE VV SEE PLAN FOR CANT. IF INDICATED CORNER L� SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. wi SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ �1 ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL � 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. 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: 1/2" = V-0" Y2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. - RUSS/ OP WALL EE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS N � j 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 -�J�— @ BASE & SPT24 @ TOP q 2x4 #2 SYP P.T. PLATE W/ ry V EPDXY ANCHOR OR J-BOLT OR Y2' TITEN HD 2" ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS y .. -- SEE PLAN FOR OPT. . • . j ° STAIR INFO. IF e CONCRETE STAIRS FORMED & POURED MAIN HOUSE W/ (1) #5 EACH STEP SLAB a ` e (2) #5's CONT. T&B w/ #3 STIRRUPS AT _- ,, --- a f� a a EXCEEDS 30"4. P GARAGE OR `" LOWER SLAB r a SEE PLAN V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. � � O ti fl-0 N U_ i L coo -0 N C Y r- N N iv ..: v W d cn ' 3 C'3 Q o 7 Q.s C(- E a td 0 O .� o W 7 Q Pop- N tEE N�•'•; . ' � w J Q QC ri W -) �\ O JJ11111111 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E a O N N J y8 Q '- C.. D N i! LL W W ENO �0. d W Mu-, 0 0 Z 2�g� 0o W ro�ONnjO��' ¢�a W a 3 N M Z d' O 00 &0 _OU W ❑00 CD z � z z Q a - N Q) z Cz v-u_ Q) Uj 6 U � OLU N `y N U • N �I� < a go G 2d oa'- . U 5z °a, ~azEZ D3a°� Z N N Wg �zz �� o Z �C J � �i W U 3s 0 .- g 0 3 0 `O = >M J O rn c9 L CIDo = r Cr a. m co O 04 .Q NO M T E � N .. Z E O U) E a, Q. ci ¢ o JOB NO: 22-02351 SCALE: AS NOTED SHEET NO. D 1 (MONO) 11 TF,gyFM!11WW1 '111 r�r,.rr".l�,l"'I''rM,1P 1' i 1 ' 111 `1' jllffT1R1lIA11R 611 I I I I I I --------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—, G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN ' SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS P. 2- 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM :i of EACH END W/ 7" EMBEDMENT. IF .'i AT STEP DOWN LOCATION, MIN 7" Li !. 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C H B �.°I C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / '1 JAMB CONDITION OR IF BUILT-UP STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS 2 RSILL OR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (Nj PLATE W/ (2) 12dTOENAILS. PLAN EXTERIOR HEADERS E F TYP FSEE F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. I` • T 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 16"1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE 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 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. 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 OVER TOP 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. (2)- 12d TOENAILS 2x4 TO TRUSS TOP. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO 0 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT I SURFACE (A� 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR WOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD 8d NAILS @ 3" O.C. JOIST SEE PLAN �% WALL SHEATHING /; (2) 12d TOE NAILS TOP TO RIM BOARD �'� & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. 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 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 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, 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 r; ; FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] r10 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 CUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. 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 (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3 0/ N PROVIDE 2x4 ON —J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS --v PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE JLDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 (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 INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF 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 FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM 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 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 OUT; 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 2x CRIPPLES TO MATCH JACK STUDS BELOW L (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 SP8 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 41TO "PROVIDE (2) CRIPPLES BELOW 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 NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF SEE Q/S4 FOR REQ'D JAMB INFO HEADER 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. N L C @U_4- 1`kCA o 0 N x N N N � � 0- y r a 0W >7 .\ b .• _ •, FLO. k, OFE SSJOV%t 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. 40 8 W CD g g8 N N pi LL V 6 O u_ Lu Lo to M Nr0 Niv� �`a4 a LLLL a � J O —ern W 'oc Cg o,, Q L •f. W to °'LL N M z < N O a5, cal � N O U W ❑ ❑ ❑ N z � z Q $ E3 a Z z ^N' U 2 W C1 — u- Tom_ ., . •U Ow N c � �N 73 r Q Y pp w J LL E ai 2 �a Zo Q E ° FT go �� V Uo H Z g E to QS J mf r0 U) a 0 z _1 j b W o 5 a � yLL �K a o co w� J O � co J OtM L CU T CrCN T O � O o Lo CN Q N r, T� m T ? z I E O I_D _ C a U p 3 JOB NO: 22-02351 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 t 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 TC WINDOW BUCK ALL 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 "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ ") WEATHER VE BARRIER & 1ARILY SECURE WEATHER RESISITIVE - BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for 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 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 OFJOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS SELF -ADHERED FLASHING NAILING FLANGE DOUBLE JOIST 1 SINGLE WOOD BEAM JOIST BELOW 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 �-- SELF -ADHERED FLASHING FLASHING Q 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 1'4' PER PLAN SHOWER SEAT 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 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER a a a. n- = rn tj W W 0 = W Q Cr LU W O Cn DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST no 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 8 z :LF-ADHERED FLASHING rTCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT 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 water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER 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. 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 20 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 SILO 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 applied FLASHING SELF -ADHERED FLASHING 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 SCORED 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 the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and TO ESCORE RELEEASE PAPERFOLDING, XPOSE ADHESIVE AS SHOWN) 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 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/AAMANVDMA 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 Clutters. 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 THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o o - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - -- BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH�- PLASTER ACCESSORY SHEATHING,'OSB% PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH 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 ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. �- Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all bun joints need to becaulked using Stampede or sim. caulk for all t`- o CZ CD X 0 LL- O- c Q 0 Ov L C- a _ 0, O N N N 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 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. W W) o -8 4 0 u � � � LL It - a Nr�iv u; 3LLu-a 11 _ o o 0 � W _mo< � d Q2Q Z ao Na0 N M Z N O ILW IL a rVn 00 Z W ❑❑❑ z z Q � J a P1 r � z 41 U 04--J U 0 w V) c d U Q --IjyO N �I� o co H M L g o E O Z o ss H= Y - 0� =Za oa C� �8 4 go Z QQ ra lV Lp �� M c m� g Z co 33 � ai W 3 01 W3� 11:: CD o $0 W N UI3 e� d 'M J O cc M :3 T Q .2 V_ �.L '^ V J� m � O O I.f) N Q N 6 z N r- N d z c E � 2 ui a. U _J ¢ p JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. WP1 nmlmfihllallulg . rid MR,URR=.A Mounting Brsdwts (10 Gaugail +V2ax4.112'x2-12e o 0 t� Back Cross Support (May be cut tot W) See Anchor Schedule Right Bracket (16 Gauge) Bolts 1(2n Dia A325 Gaiv. Rra") o ,, ` ;1i14 SelMrilling Strewn � as�BN eur� A/C Unit Bo"Dm Edge Hurricane Svap (Typicalr 3 in front) Washers Front Cross Support Self -Locking Nuts (Maybe cut to W) Left Bradcet(16Gauge) p145e1f-oriling Screws Thrul Brackets ST Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each aide for hurricane use) speartie. MMA60M UWra ttWA are prregr4ni hide radio Hannover Air Beale. IRaised Seel � asallrtaia lips re low in wile apjty} Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 9291 NNW a MW vuslon nawaeturw Comm. 1:Ot11Me[Al a! Amnneton 2020 smart vent Products, Inc. Mensal Gril Names F. Naas P.E. Ouslil y: structural Components (1177) 441-83H PE-73778 aue0mobMM Products 0brodrlcedasa Real !Woom awntcan Now Technology Compliance Mwth ik S.W. Report tom a Florida Registered! Architect we Licensed Florida Professional Engill ➢ore! Ik,ULWJUM IMAM QUawm 1 BmenVNd Midde11Ma40-E10 Dust Function Flood and Ventlegon Vent 2 ermil Medal#Is46611 Dust Fundlon Flood end Wndes. Vert 3 8msdve t Model Il154P520 Insisted Flood Vent 4 9rnrtvent Mod. 91540-521 od insulated FloVent 5 SmartVent Model 01540-524 teawdl Geese Door raw Vent 6 BnlnVMt Medal IM540-PO Wood Wall In WIaNd Flood Vent 7 m4 8~t Model a5406514 14,64qud: curves Door Flood Vent Vadood By Lwxl P,E (334)30D-1600 Pop Iof 1 12nal ate nYe Due Porcine Bela Ymum a1Wmll FAC Accrovr aelaaX/9 It m 12M912020 12/1dam inti 02o APPI.W 91M(mtAssurance Saolr>I�E>attilYmaAat 1231rz023 Awrowdfor Us a 1, HV'1Z Yee AccI for use 2UWdLd= Y. Immea Rails= NIA teal Euaaa ♦1006100 12131non Yea Yes NIA +100A1D0 12131R023 Yes Yes NIA •10al" 12131023 Yes If., NIA +100A100 12g1/2023 Yes Yes NIA WA 12/J721123 Yes Yee NA a100F100 12rJ112023 Yee Yee NA WA Florida Department of Business & Professional Regulation Peal 1 ea al Building Codes and Standards 1114=71 Product Approval Application Detail Florida Department of Business & Professional Regulation page 2of4 Building Codes and Standards 1orJ Product Approval Application Detail Trw version Manufacturer Contact ra Llcenw Validated Ow Ill Surm flirt Fall Approval AppfpVad 8tatua Revision 2020 Thermo-Tru Corporation Stave Jasperson Lyndon F. Schmidt. P.E. Ryan a King P.E. 04M52021 12/312020 0422r2021 OB/OB2021 Approved Category: Exterior Doors (800) 843.7826 pE-43409 (813) 767-rr�'se subcaggoM. Swinging Exterior Dow Assernicks si-Faisomathermebu.co Compliance Mathotl: Evaluator Report from a I'mred Florida RegisteArchitect or a Lloenne dFlorda �41KitMls,t13'plbaudF... Professional Engineer _ - .a Pretluet Aepdal. Numwrar Name (SualltV Q Cenlnel Awurance F)gZ)Cam Aootowd tot lies Aogrovad gets ip�iVHZ Q(( for Uea ffil i' lt�an Ptawum 1 a. Therma-Tru Fiber-Cleselo and Smooth Star Nominal SPIll dquotIrpadt" Opaque 12131t= No Yes Yes WA Composite Edge Fiberglass Single Door (InamnivOulevahg: X odnfigul wtkil 2 It. ThamisTru Floar.CCsslc and Smo ll-Star Nominal Sill "ihpact" Opaque 12012022 No Yes Yes WA Composite Edge Flperylass Single Door with Ocirlte(g) OnaWng0de nor; XO, OXor OXO configurations) 3 a Therma-Tru Fiber -Classic and Smoothl Nominsl 8&R3g;8 "lnpati&quoC Opaque 121312022 No Yen: Yes WA Composts Edge Fiberglaes Double Door with or Without Sideltes Onaviro/Ouhwina )0(or OXXO configurations) 4 d. Themla-Tru Fiber -Classic and Smooth -Slav Nominal SBH30;O "imicat:tScil Opaque 12Y3 I= No Yee Yes WA Composite Edge Fiberglass Single Door OnsweglouWAV; Xtonfigulation) 5 s. Thernail Fiber-Cl aelt and Smooth•Sbr Nonlmal 5t3p39;0 &qu0tl nlpactaquot Opaque 12131/2022 No Yes Yes WA Composite Edge Fiberglass Sngle Door with S"bil(InawinglOuti lrg; XO, OXxr OXO o"figuranons) 8 f: TMm+s-Tru Floe G asset and SmoaU Star Nomina158dRiS;O dquotlmpeat" Cfiaque 12191@ 22 No Yea Yes N/A Composes Edge Fiberglass Doubt Door with ar vathout Sidelitae (Inswirgl0utswing; XX or OXXO configurations) 7 g. Therms-Tru Fiber-Clesslc and Smooth -Star Nominal S8r13e;8 "lmpactaquot Glazed 12131t= NO Yes Yes WA Compatl to Edge Fiberglass Single Door (I nsMlgiOulewtg; X aonllgurerhal a h. Thany a-Tru Flbel and Slrncth-Slav Nominal 59031il,8 ✓ quotlnpact" Glazed 12311=1 No Yea Yes N/A Composite Edge FbMpless Single Door with Sidella(s) OnsWnglOutmemng; XO. OXor OXO configurations) 9 i.Therma-Tru Fiber -Classic andSmoftSter Nominal 6&fRi9;88quotlnpact(lixilGlazed 1213112022 No Yee Yea WA Oomposte Edge Fiberglass Double Door with or w;5,pdesdgifts -OneWngrOuitim g; Xx«Oro(O conflgurallons) 10 i. Therma-Tnr Flbsr-pgsalc and Sneath-Star Nominal SBRaRa9a'O SquoY,lrrpaotlsquot, Glazed 1231f2022 No Yes Yea WA CompasiM Edge F u1rre Ssgle (tor (InaWrg10ubil X danfiouretlon) 11 It. Thermal Fibsr-Classic and Smmth-Sbor Nominal Unti D "lmpaolbquot Glazed 12131r= No Yes Yale WA Composite Edge Rbarglees Single Door with 8iddko(e) Onaning/Ounwho; XO, OXor OXO configuration) 12 I. Therms-Tru Fiber-CIOWo anal Smootll-Shr Nominal 88,1113$08quMhV&e%gUot Glazed 12r3111022 No Yea Yes WA Composts Edge Fiberglass Double Door Wth or without Sideltes nresurmoDutawing; Xxcr OXXO configurations) 13 m Thamla-Tru Flbsr-Ckaslc and Smooth -Star Nominal 6&"0;8 &quctirro" " Glazed Molded 121312022 No Yee Yea WA Open Compostb Ede Fibeglasss Singleor Do OnswihpfOutawtg; X c 0urie lon) 14 n. Therntial Fiber-Cpsso and Smooth -Star Nominal 511 dquotimpaot8qu7t Glazed Molded 12012022 NO Yes Yes WA Open Composite Edge Fiberglass sings Door Wth Glazed Molded Open Sldella(s) (InaY4rg/Outawing; XO; OX or OXO ocMiguaaUans) 15 oThe r e-Tru Fiber-CAaaelO and Smooth -Star Nominal S&MS &quctlmpactaquor; Glazed Molded 127lr= No Yea Yes WA Open Composite Edge Fiberglass Double DoorwIth a without Glazed Molded Open Sil-Mel (Inawirgl0utawigi XX-OXXO configurations) 16 p. Thermr-Tru Fiber-C4sl and Smoothas, Nominal SMSg;B 116quotlrtpe4till Opaque 12/3112022 No Yen Yee WA Composite Edge Fiberglass Single Door with Molded Open Sidelia l 8nsWngiOutsniml X0, OX or OXO configurations) 17 q-Thertro Tru Fiber-Oksslc and Smooth -Stair Nominal Slultl"lmpadtliquot Opaque 120120Y2 No Yae Yea WA Composite Edge Fiberglass Double Door Wth or withautGlezed Molded Open Sidetres (InsWrgrOutal XX or OXXO contguratlonc) Florida Department of Business & Professlonal Regulation Building Codes and Standards Product Approval Application Detail Papa 1 d1 14=1 tese YrdfAl aria am fpau RMCIM alit T1LIA Version Manufacturer contact A Lomas Vrlddeday Vdidimeq §L&MW Ill Am moved ffi911W. Rewelon ma PGT Industries Jane Rasowel Meml-Dede WO-CER MIil BCCO -VAL 111182029 10r2R2020 111242020 Approed Category: EUMor Doors (941) 4ed-0100 (736)30.7590 9ubCale9911r &king Wall boa Aesembles Irmo loggpinCkjW&@.c Compliance Memos: Csnlrceaon Meth or Lwng an t')i*'i Lax Pratlinals - Aoarevedforlice Astral fa Use Mal I" HaaP gg0,g Ca erael Ealrrlemmda an MVHZ autlidaJilftlt Resistantt�l+al 9 eft It.1Luge Msdl lmpla) Vinyl Siring of.. Dora 04M42021 Yee Yea Yea NIA January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET ,, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please proAde the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Numbili Test Pressu9pnsf Expi. Date 1. EXTERIOR DOORS ITherimaTru IFL20461.1 A. SWINGING Fiber -Classic and Smoath-Star (NON4MPACT) +67.0/-67.012/31/2022 Therm aTru Fiber -Classic and Smooth-Star(IMPACT) FL20468 +67,01-67,0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-140.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/3112025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FIll 5349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NiA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NiA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54e2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HINGLE S GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underla went FL12328 NIA 6/29(2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boreal Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Gahwnized Steel Storm Panels FL15076.1 - FL15076.2 Ni 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527,1 - FL6527,5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158,1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approwl at plan review. i understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPUCANT SIGNATURE DATE Florida department of Business& Professional Regulation Pagel of Building Codes and Standards 1/25 022 Product Approval Application Detail 92ft Eeantiu )7oi3 aorta Deter Panama 10111 vervi4a Manufacturer contact Endlnesr BLieense Validated av Valid aYQ011a1.9. %QC Approval AMMPAA laAffitlla Revision 2020 Thermal Corporation Sbve Jaspereon Lyndon F. Sehril P.E. Ryan 11 King, P.E. 0712312020 07M22020 07/201 O 10113I2020 Approved Catesory: Exterior Doors (S00) 843.7628 PE-43409 (813) 787.5558 subOatsgofy. SWeglre Enoerior Door Assemblies siaspersoncitherml 00 Compllano Mothed; Evaluation Report from a In Florida Registered Archhct or a Licensed Florida Professional Engmeu _. Aoorowd fer Use AtentililaM fen Uae Imeae! ,§29 Prodlmt Modtll. Member or Nama Product Description Contract ExaIrftw Delis In Z Outside Ril a I prasauta 1 a. Thuma-Tru Flber-Classic and Smooth -Star Nominal Bilk. 8 "imssctMquat Opaque 121312022 Yea Yes Yes WA Composts Edge Fiberglass Single Door (1n 4rgloubWng; X config4retian) 2 b, Therma-Tru Rbar-Cil and Smooth -Slag Nominal 8&M.4 dgua:lmpaa&quoit Opaque 1 W31 Qw Yes Yes you WA Composite Edge Fiberglass Single Doorvith 91d4ate(s) Oeswingolutiniul XO, OX or OXO configurations) 3 c, TMrme-Tru Fdwr-Classic and Smooth -Star Nominsl b fal &qua;lmpectMquot Opaque 12/31/2022 Yea Yes Yes WA Composite Edge Fiberglass Double Door Wth or without Sidel (Irrening/O twoul ; XX or OXXO conRguraions) 4 d, ThermnTru FlOm•Cleagk and SmoothSter Morrill l a&wl squctlmpactMquot Opaque 12/3112022 Yea Yes Yu WA Composite Edge Fiberglass Single Door nna»ing/Outawirq; X confcuraUpm 5 e. Thermal Fiber-Cleaab and Smooth -Star Nominal 8&OSSO Squeklmpactdqud; Opaque 12131r2022 Yes Yes Yes WA Composite Edge Fiberglass Singple Door with SldNke(a) OluW ny0lteNinp; XO, OX.r OXO configurations) 5 f, Therma-Tru Flber.Clasalc and Snloeth-Star Nomins 18&MD dquctlmpaclMquot Opaque 12131/2022 yes Ves Yee WA Composite Edge Fiberglass Double Door With or without Sidellte t (ImemirgiOutawug; XX or OXXO wrifiguratldna) 7 g. Therms-Tru FIbM-Classic and 8mooth-Ster Nominal 8M030,8 8quot Impoct&quat Glazed 12131r2022 Yes Yes Yea NIA Compotlta Edge Fiberglass Single Door pnsvdrg/OutsYdng; X configuration) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 5&OW.8 diquotlmpapt&quol Glazed 12131 f2022 Yes Yes Yes WA Compoeta Edge Fiberglass ample Door cosh Siddlu{s) (InsWnglOuttrinAl XO, OX or OXO cordigurations) 9 i. Thermal Fiber-C siO and Srtgoth-Star Nominal 8&gsie5 Mquotimpac%quot Glazed 121311= Yes Yes Yes WA Composite Edge Fiberglass Cou bib Debt Wth at Wmaut Sklelites (Imv4rsgrOub"nil XX or OXXO oorr0gusivons) 10 J. Tharme-Tru Flher-Cleeda and.Snooth-%r Nominal ft"Gi;0."lmpacS1lquat Glazed 1213I r2022 Yes Yes Yea WA Composite Edge Fiberglass Singh Door (I neWnWO.W.Mrg; X confgureton) i t k Therms-Tru Fiber-Clossle and SmoMh-Star Nominal B&SM.0 "lmpadMquot; Glazed 1201r20T2 Yes. Yea. yes WA Cbmpoalb Edge Fiberglass Single Door with adelke(a) Orsvdng/OulsWng: )l OX or OXO configurations) 12 I, Therms Tru Fiber-Cleste and Srrlo ith-Star Nominal 86ifil 0 Bquotlmpsct&gl Glued 12/3112022 Yes Yes Yee WA Composite Edge Fiberglas Double Door wlth or vddreut Sidelitee (IneMrglOutswirg; X%or OXXO ocilura8ons) 13 m, Triennial Fiber-CtaWC and Snaothl Nominal 8841%k, 8 8quotIri paetilquot Opaque 12r312022 Yes Yes Yes WA Compoets.Edge Fiberglass all Door with "Non-1mp4a&quoc: SNellte(s) (Inwpng/Oulewirg; X0, O%or OXO confipurataxls) 14 in. Therms-Tru Ricer -Clow le and SmooM-Sber Nominal WA29;a 8quotlmpaet8qubnt; Opaque I21312022 Yes Yes Yet WA Composite Edge Flberglgas Double Doortsah "Non-Mpect": Sidaltes(InaMtgfOutswng; OXXO configuration) 15 o. Therms-Tru Fber-Cleeaie and Smooth -star Nominal 6&a36;0 Swatimpad" Opaque 12131 rvn Yae Yea Yea WA Compost* Edge lebeglass Single Door with 1,,:1Norrlmrwa&quct Sidehrg(s) onsWrgfOutswing; XO, OX or OXO orx18g uratitil 18 p. Tharmil Fiber -Classic and Smooth -Star Nominal Mal MgtlatlmpecMquOt Opaque 1213172022 Yes Yes Yes WA Composite Edge Fiberglass Double Door vAtl1 8quotNon-Irrpect8quot; Skieltes(InaMng/OutaWag; OXXO oorlfiguralion) 17 q. Thirma-Tru Fiber -Classic and Shtooth-Star Nominal 680l SquotNon-Impulficil Opaque 1W312022 Yes Yea No WA Compel Edge Fiberglass Single Door onswir•,g��,,l-w0�y-4,t,���I-n,^","• Xconfigu"tonl 1s r. Therms-Tru Fiber-Classe, and Smooth -Star Nominal8&N99;8;&gXwMNon-Impec48rquot Opaque lmlr 0YY Yes Yes No N/A Composite Edge Fiberglass Single Door witll Sofa llial (InewingtOutawing; X0, OX or OXO con igurggons) 19 a. Therma-Tru Fiber -Classic and Smooth -Stu Nominal 6&M39;89quot Non-Impsa8l Opaque 12/3111022 Yes Yea No WA Composts Edge Fiberglass Double Door vM or without Sidelfies (InaMrg/Outel XX or OXXO comigurations) 20 t, Thema Tru Fibef�Olassic end Smooth -Star Nominal 8"*0 &quX;Non-Impsot" Opaque 12/3i= Yes. Yes No WA Composts Edge Fiberglass tangle Door (InsW rglOulswirg- X confguretion) 21 u. Therma-Tru Rber-Classic and Smooth -Stet Nomina18Me3g,08q Non-Impaa" Op aqua 12/312022 Yes Yes No WA Composite Edge Fiberglass Single Door with WalRaa) (InswingfOutrlwing: XO, OX or OXO conf22 rrrl v. Thea-Tru Fiber.Classic and Smitl cc NN nnrl BB 3D U uotNarl 8q rrpactBquot Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Double Door Win or Wthout sideltes nhawng/Outswinp; )Xor OXXO confaurvhon5) 23 w Thermal u Fiber -Claw la and Smoc61S1ar Nominal Ruff 8 "Non- Impad&qug4 Glazed 12131/2022 Yee Yes No WA CompMite Edge Fiberglass Single Door (inaWr1g10utswrg; Xoonfiguration) 24 x. Therma-1ru Fiber -Classic and Sr. Pod -Star Nominal 6501 8:8 dguothlor, implaa8quot Glazed 121312022 Yea Yes No WA COMPOWe Edge R9erglaes SYgla Door with Sclelle(e) OnsW ogr0utaW rg; XO. OX or OXO configurations) 25 y. Therrml Flber-Gesalc and Smocrill Nominal 5d,111l"Non-Impact" Glazed 12131/2022 Yes Yes No WA Cam= Edge R berglaas Double Door W th or Without Sidelitae (Inemrlgioubwing; XX a OXXO conftgurdons) 26 r. Them" -Tru Flbsr-Classle and Smooth -Star Nominal OU39:0 &quctNon-lmpact8quot, Glazed 12/3112022 Yes Yes No NIA Composite Etlg0 Flbavglass Single Doer onswimanutsrirg; X configuration) 27 ze. Thkmma-Tru Fbar-Classic and Bn1oMh-Star Nominal Basil "NlI paa8quot Glazed 1213112022 Yes Yea No WA Composite Edge Rberglsss Single Door with Soil (lnavAng/Outswirg; XO, OX or OXO 28 zb. Therma-Tru Fiber-Classo and Smooth -Star Nominal'1=;O "hl a I npea&quoit Glared 12/312022 Yes Yes No WA Compete Edge Fberglaes Double Door Wm or without Satelltas(InaWrg)Outewino XXor OXXO configurations) ism Milan MNA*M= ReNslon 2020 MI Ytil and Deal Cm#W.• Exterior Doors alrC togil aiding Exterior Door Aeeemblet Comptlente Mal Evaluation Report tom a FIOOM Regietared ArtliftM a s Llcaraed FICMN f im"3, i Ill Proreaslens OrgFee adwla lffi8, hotluol Model. Number or Name 1 BERIEB=UMINUMSW 2 899198420ALUMINUM SGO 8 SERIES 42DALUMINUM Step REINFORCED 4 SERIES 420ALLIMINUM 90O REINFORCED 3 SERIES 42DALUMINUM 8GO REINFORCED. Qa an Y*Ww RunLrr m,w Romani 2020 VMV..DatiurldlWden FOvemssd Door Corporation Calagay-. Elena Doors autiCeuoarr. &adimal Warier Door Aaaenblies Complance Massed: a1Must an Report from a FIl Registered Arohil ore Llanso0 Florida Professional Enpinax no RoWn Mth. oNu bror NNW 3 BDOOA1001820001105 10 d00o/dloo18200d1123 11 600041 ODA200 e1124 Florida Department of Business & Professlonal Regulation Bulking Codes and Standards Product Approval Application Detail Emery Ccintact Ena Laerxa arm t 8nlraper Luis Robarto Lamas 17171300.33,, Pill bslhgsrlimtwd.com SERIES 420 ALUMINUM SOD OXO 146.3"odxtrilMo ; NON -REINFORCED SERIES 420 ALUMINUM SOD OX XO, XX 9Bdqudxe0&wct NON -REINFORCED SERIES 42C ALUMINUM SGO REINFORCED OXO 145-3/4&4000XEB&qud: SERIES 42C ALUMINUM GOO REINFORCED OX XO, XX88bgaax9S&qua; SERIES 42C ALUMINUM OOD REINFORCED XXX 143PAW:s09&Wd; Pane 1 ef2 1 WZ21 2& W Do" imam 294 Ydadl om jtdgm stlbmflm FBC Anatol A-ril isilb& S"en M Unch, PE 109EM20 Ittill 10M912020 121Ill Aptil l (717)317-0454 9gelnydgance Adored fa Use Ill Acwovod fat Useaaewt Ouuwo NVNZ Rods,uat two ) /201/1024 No Yea NO N/A 12131=24 No Y. No WA 12r31/2024 No Yee No NIA 12J311/024 No Yes No NIA 12/31/2024 No Yee lap N/A Florida Department of Business & Professional Regulation Pagel d2 Building Codes and Standards 10=1 Product Approval Application Detall as ail Cat, leandres go 29do YNWIML& YIIww ttal M FBC Accursed Anoraned am Dwayne Karl John E, states Jeffrey P, Arneson. P.E. IDO 2/2020 090212020 101=020 12M6M20 Appol WO)703.6121 PE51737 (904)521.5200 dkormOC ayne-Safth c om $461MtOncrtallnl 9d.039: Max aid h. 140210; Max height. olocria Aeaaved for Use AenmvedfarU- aaWHart Pressure 12131/2021 No Yee Yoe +31.00/35m Avallable In top or Intormil late section. 10"* Max wil 1, 1464M. Max hoot. Ghana 12/31Q%3 No Yes Yes +30,90/-33.50 avallabbin top or IMennedlae section, 16&01: Max width. 146M Max height. Glaan9 12/31/2023 No Yea Yee 34.401-38,30 CAII le In top Of ntepnedlate section. Florkla Department of Business & Professional Regulation Pa*a l on Building Codes and Still rWards 1lM1071 Product Approval Application Detell fig9a aN&Y9C no lane al poodmic DR* mats Yaf= mamnswa QXI& AaWUUra MMyrdeall )( gilliMilliq mmro PSCAge A222M iada Reveal 2020 Calla Division of AADG. Inc, Tan Rattey UL LLC Tray Bishop. P.E. 12M0/200 1200112020 12212020 Approved CaKagW. Exterior Doors 1641)494-2813 (954)947-ONO "Categil Exterior Door Cormpoleme tan.retlyrgeseaeoloy.co Cwvttance MMhoa Caritl Mork a Lisag m .. Bgpfswdil Liu Averaged for Lies Imbact Dedkn gga, produdraml.NWeoxwlearn. grog ""'Se.e...:i" _ol InKVMZ 29UWLUU Badiild Ealma 1 tX17. 707, 72], 747, T57, 777. and 547 tangle end Pete of Flu eh, Glued. end wuwrad angle and palm of 1213111025 Ya) Yea Yen NIA Do= Mato. metal dons. L L Q 0 Q x IM C 5 0 CO O ,cu C 0 = = O O U_ .N -0 E O o L L O I- IZ Q Z Z W J U-:� CI N M mmX s..L_ C L � N � 0(", C (N - (D (� -E •� C S..Z � f= Q C) ' N CD 0 L-. w W > •' CL 0 O 0 C U Q '> °u� E W z Cn CIO tV O L O CL Q U O L- CL M O i>_ W g Z J Z Z Q J a_ SHEET NO. PA 1.0. N ..CCU Florida Department of Business 6 Professional Regulation Pwas ap Florida Department of 81nNleaa a Professional Regulation Mpe1 d+ Florida Department of Business d Profaaional Regulation wp.+at Florida Department of euaileaa 3 Professional Regulation � pL � L .� V N c O o O C o lL • N -p ^0^` o W 1 0 apr!p�..!p /� CU fd ii f- U) -0 N N N N M Q �LX oa co O � U �_ Cr. n- S r tr N n` �) •W (' 41_ 4L Lf 4 +v /��r-' lard S-1 00 L W O a Q go L j O v 1 M L O W Q W z J Z Q J a SHEET N0. PA i'l Pepel ax Bulldinp Codes and Standards lras/2oz2 Building Codas and Standards Idrm1 Buildup Codas and 6blTdsrds +arA27 Building Codas and Standards +aao7t Product Approval Application Dletall Product Approval Application Detail Product Apoval Application Detail proval ppr Product Approval ApplleNllm au Data pondivi Simpson Strong -Tie 2020 FBC Approved Products Updated 12PWMO MmFor direct Inks to all 88'raplibrovatallated below, CLICK HERE For additional Inliorrmtkin regarding Florldas 3talewide Product Approval "tem and MSM43adir County Notice or Acceptance (NOA), QjgLjl=. FLA2W&R? j2a Product Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw f:Lmpuo.gg Alli 2119WIM291111I.NW1111111LAILUM Product Description I SDIO112OBS Outdoor Accents Connector Screw 2 SD91 12, S00212, S01 0112. SD1 0212 Strong -Drive SD Connector Screw 3 SD91 1 2SS, SDQ212SS Strong-Dirive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF2210114 Strong-DrIve SDCP Tmber-CF Screw SDCF221134, SE)CF221334, SDCF271W8, SDCF272356 5 SDCP22434. SDCP22512, SDCP22814. SDCP22700, SDCP22658. SDCP22912. Strorig-Dir" SDCP Timber-CP Screw SDCP221 100, SDCP2211134. SDC P271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Striong-Drive SDHR Combo -Head Screw 7 SOS251 f2. SD625134, 60825200, SOS25212, SD625300, SDS25312, SDS2541Z Strong -Drive SDS Heavy -Duty Connector Screw SDS255001 SIDS25000, SOB25800 8 S08261126S, SDS252OQSS, SD525212SS, SDS2153OOSS. SDS25312SS Strong -Drive SM Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SOM2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#1 0007-Fill Aga Product Description 1 ATR&8, ATR1 ATR5M, ATR3141 Threaded Rods 2 ATUDS. ATUDS-2, ATUD9, ATU09-2, ATLi ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BPI/2, BPI/2-3, BP5M-2. BP518-3, BP314, BP3/4-3, BMTUD3-4 Bearing Plates 4 CNW318, CNWft2: CNW5/8, CNW314, CNW5/8-1/2, CNW314-W8 Coupler Nuts 5 CTUD58, CTUD65. CTUIDW, CTUD75, CTUD76, CTUD77, CTUDS7. CTUD88, CTUD97, Coupling Take -Up Device CTUD98, CTUD99 6 N3,144. Ni N6 Heavy Hex Nuts 7 RTUD3, RTUU36, RTUD4, RTUD413, RTUi RTUDO, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUDIO Take -Up Device 9 TUYV38 Take-UpWasher 10 URSS NO" Uplift Rod Run Tisdown System I I URS4 112" Uplift Rod Run Tiedown System 12 URS6 518" Uplift Rod Run Toclown System 13 URSO 3/4" Uplift Rod Run Tiedowni System F1.810441-Fill JW Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC10= Hold-down 3 HDO8, HH001 1, HHDQ1 4 Hold-down 4 HOU2. HOU4, HOU5, HDU8, HDU11, HDU14 Hold-down 5 HPA28. HPA35 Strap-styis purfin anchor 8 LSTHD8, LSTHD6RJ Strap -style hold -dawn 7 MASA,MASAP Foundation anchor strop 8 MPAI32, MPAI" Strop -style purlin anchar 9 PA18, PA23, PA28. PA35, PA51, PASS Sreap4lyle purfin anchor 10 PA118, PAI23. PA128. PAt35 Strapstyle purlin anchor 11 STHDIO, STHDIDRJ Stralb-style hold-down 12 STHD1 4, STHDI 4RJ Strap -style hold-down EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12rM20 amFor dired Inks to all SW OWFOY619 Ited below, CLICK HeRE - For additional inlian. ablin regarding Florida% Statewide Product Approval System mid Miarni-Dade County Notice of Acceptance INCA), 21 LB series hangers Top flange hangers avoilab Is In width of I -W1 V'and heights ranging from 5-Vil" to 15-1/8", 22 LBAZ somins hangers Top flange, hangers available in width of 1 -0/16" and heights ranging from 9-31118"to 13-1/8" 23 LEG3, LEG5. LEG7 sardrile, hongens Top flange hangers available in widths ranging from 3-114" to 0- 718" and heights ranging from 9" to 33-1t2' 24 MEG5, MEG7 series hangers Top flange hangers available in wdthe ranging from 6-1/4" to 6- 7/8" and heights ranging from 9" to 32-112'. 25 MIT sense hangers Top flange hangers available in widths ranging from 1 -615- 118" and heights ranging from 9-11W'lo 2,6". 20 PF, PFB, PFDB, PFDS8 sales hangers Top flange hangers available in width of 1 -011 6"and heights ranging from 3,V8" to 7-118". 27 RR Ridge rafter connector 28 WP sari" hangers Top flange hangers available in widths minging from 1 -911 e" to 7- 1/8" and heights ranging 9-114"lo 32". FL#11011160.0 1 ABA44- ASA"R, ABA48, ABA48R, ABAOS ABA66R 2 ABU44, ABU44R, ABIJ416, ABU40R. ABU15-5, ABU5-6, ABU65, ABU86, ASU86R, ABLI88. ASUSSR, ASU1010, ABU101OR, ASU1212, ASU1212R 3 ABW44Z, ABW44RZ. ABW46Z, ABW48RZ, ABW66Z, ABW96RZ, ASW7.7 4 AC4, A04R, ACE4, ACO. ACOR, ACE6 6 BC4, BC46, BC4R, SM. BCSR, BM. BCS2-2/4, BCS2-318 6 C844, C1348, C130, C1368, CBM 7 C8SQ44-SDS2, CBSQ48SDS2, CBSQ6S-SDS2. C88086-SOS2, CBS088-SOS2 8 CC, ECC, ECCU Series 9 =-SIDS2.5, r=CCO-SDS2 5 Series 10 CPT44Z, CPTe6Z, OPTMZ 11 EPBMA EPB44, EPB46, EPSW 12 EP94Z 13 LC844, LCBW 14 LPC4Z,LPCOZ is fil MPBi MPB88Z 18 PB44, PS44R, PM, PSM, PBOGR 17 PBS44A, PBS40, PBS88 is PBVO,PBVIQ 19 PC44-1 6� PC46-18, PC48-1 6, PC84.1 8, PC88- I fl� EPC44-1 el EPC48-1 8, EPC48-1 0, EPCa4-18, EPCO&IS 20 PC4Z, FC4R7, PCOZ, PCSRZ, PC;8Z, PCBRZ. EPC4Z, EFC4RZ, EPCaZ, EPC8RZ, EPCOZ, EPC8RZ 21 PPB444Z� PPB4"Z 22 RPBZ 171.1111101111661 ANA I FJA, FSA 2 FRFP 3 131-14", GH4", GH4". 1311-148A OH41 0-6, GH410-8. GHS", GHW8, GH68-6. GHM 8, GH81 0-6, GH810-8 4 GLEISA, GLB58, GL85C. GLB5D, GLBi GLB7B, GLB7C, GUB7D 5 GLBT512, OBLY812, GILSTS18, GBILT816. GLSTS20, GBLTS20 III HGLBA. HGLBB, HGLBC, HGLBD 7 HGT-2, HOT-3, HOT-4 a UFPi0_SDS3 9 URFP Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cup Post Cap Embedded Column Bass Embedded Column Base Softed column cap@ with W1 ranging from 3-11JVto 9-1Z and W2 ranging from 3.W8" to 7-1/2" Screwed column caps with W1 ranging from 3-1/4" to 9.1/Z'and W2 ranging from 3-5/8" to 7-1/2" Concealed Post Tie Ban Embedded Post Bass Embedded Post Base Embedded Column Ban Light Post Cap Moment Post Base Embedded Pod Sees Embedded Post Base Round Post Bass Post Cap Postcop Post Same Retn* Post Bass Product Dedscrintlan Foundation Anchor Flat Rotrofit Foundation Plate Girder Hanger Glularri Bearing Plate Glularn Bearliv Plate Heavy Gfularn Bearring Plate Heavy GirderTiedown Universal Foundation Plate Universal Rebroft Foundation Plarle, Simpson Strong -Tie 2020 FBC Approved Products Updated 12033C112020 F: direct in" to all 8ST approvale rated below, CLICK HgRff. F additional information regarding Florida's Statewide Product Approval System end MOM -Dade County Nodoo of Acceptance (NOA), CLICK tiffiti; FL*1044&RG AMA 1. Number or Name Product Darecrictlan I A21. A23, A33, A34, A36� A44 Angles 2 APA21, APA4, APAe, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APE44, APS"R. APV866, APBOSR, API358, APS88R, APB11010, APB1010R, APVB44, Outdoor Accents Post Bases APVB44R, APVBM. APV80l APVB68, APV888R, APVB1O10, APVB1Q1 OR 4 APDJT24, APDJ-r2R-4, APDJT2-6, APDJT2R-0. APVDJT24, APVDJT2R4, APVDJT2-6, Outdoor Accents Dock Joist Ties APVDJT2R.8 5 APHH46, APHH46R, APHH610, APHH01OR Outdoor Accents Heavy Hanger 8 APL4, APLO, APTA, AFri APV1_4, APVL8, APVT4, APVTO Outdoor Accents L and T Bearm-to-Columit Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z.CST4Z Concealed Beam Ties 10 CJT3Z. CJT47- CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4. FC6 FromingClips 14 FWANZ Foundation Wall Angles 15 GAI GA2 Gusset Angles 18 142A, H2_5T. H8, H1 OA-2, H1 OS. H 14, HGAII 0 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBSIZ Knes-Brace Stabilizer 20 L30,U50,L70,L@0 Angles 21 LCF4 Post Cap 22 LS3O,LS5O.LS70,LS@0 Slowirable, Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ28LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSW210RZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, ILSSR2.37, LSSR2,56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skowable Hanger 26 LTP4,LTPS Tie Plates 27 ML23Z, ML24Z, ML28Z, ML26Z, ML2107 Angles 28 MMH8 Root Tie -Down 29 MMHC Hinged Rod Connector 30 MMLU20. MMLU26-2, MMLU28, MMLU28-2, MMILU210, MMLU1211, MMLUI39, MMILU[311 Face -Mount Hangers 31 RBC,RBCP Roof Boundary Clips 32 RST-3 Roof Tio-Down 33 RTC227, RTC42, RTC2Z, RTC44 RIgIdTIe Connectors 34 STC; STCT, OTC, HTC4 TrussClips 35 TJC37.TJC57 Truse Jack Clips Se Z2,Z4,Z44 Panel Stiffener Clips FL#10447-Ri Sea 0 Prodmet Model. Num bur or Name 1 AHEIP 2 DSC2P-SDS3, DSC2L-SDS3, DSCSR.SDS3, DS05L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC", HHRC5.2".25. HHRC5.37/3.12, HHRC66 6 HRCI.01, HRC22 7 URU26, LRU28, LRU210. LRU212 8 LSU25, LSSU28, LSSU210 9 TBE-4, TBE6 10 TC24 TC26. TC28 11 THA29, THA2113, THA218, THA218.2, THA222.2, THA413, THA41 8, THAC418, THA422, THAC422, THA426: THA422-2, THA4215-2 12 THAI1.8102, THAl2.D6F22, THAl2,1/22, THA1222, THA1322, THAJ3522, THA1422 13 THAL422, THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SOM, THJM2-5-SDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2: VPA25, VPA3, VPA35, VPA4 18 VrCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12r-&MO For dlrftt Inks to all 68T approval& Rated below, C LICK HrRE For additional Information r"andlig Floods's Statewide Product Approval Oystom and Merril County Notice OrAcoeptance (NOA),.S�. FL#10456-RS 0 AdL9 1 ST, BTB, BTH Brick Till* 2 CMST1 2, CMST1 4, CMSTC1 0 Coiled Straps 3 C814, CS16. CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Colled Straps 5 CTS218 Compressionrl-ension Strop 0 DSP,SSP,TSP Stud to Plate to 7 H1, H10A, H2.5A, H3, HO. H7Z, His, His$, H16-2, HIS-2S Hurricansi 8 HGT-7, HGT-3, HGT-4 Heavy Girder Tiedown 9 H624 Hurricane Tie 10 HSS2-SDS1.5. HSS2-2-SDS3, HSS2-3SDS3, HSS4-SDS3 Heavy Stud Shoo 11 HST2, HST3; HSTS, HSTO ftelght Straps 12 HTS1e. HTS20. HTS24,14TS28, HTS30. HTS3OC Heavy Twist Strap 13 HTSQ1 SKTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9. LSTA12. LSTA15, LSTA18, LSTA21 . LSTA24, LSTA30, LSTA38 Straight Straps 10 LSTI4Q, LSTI73 StraightStraps 17 LTI320, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 LightTwistStrap 19 MGT Medium GinclorTiodown 20 MST27, MST37, MST48, Iiii MST72 Straight Straps 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24, IMSTASO, MSTA36: MSTA4g Straight Straps 22 Ill MSTC40, MSTC52. MSTC66, MSTC78 SValight Straps 23 MSTC4883, MSTC6863 Pro -Bent Straps 24 MST126, MST13e, MSTI48, MSTISO, MSTI72 Straight Straps 25 MTS12, MT818, MTS18, MTS20, MTS24C. MTS30, MTS30C Medium Twist Strap 20 NCA2x10-12, NCA202-12, NCQW-116, NCA2xlO-10, NCA202-116 Bridging 27 RCW812, RCW814 Wall Bracing 2S RPS18. RPS22, RPS28 Repair Plate Strap 20, RSP4 Stud to Plarte Connector 30 SP1, SP2, SP4. SP6, SPS Stud %to Tie 31 SPH4, SPHO, SPH8 Heavy Stud Plate Tie 32 SS1.5� SS2.5, SS3, SS4.5 Stud Shoo 33 ST9, ST12, ST18 ST22, ST292. ST2122, ST2115. ST2215, ST8215, ST6224, ST823a Straight Straps 34 TB20. TB27. TB30. TB36, T1342, T840 TB54, T135a� T960 Tension Bridging 35 TW810, TWB12,7VVBi4 Wall Bracing 36 VGT.VGTR,VGTL Variable Pitch Girder Tiodown 37 WB100, W81105C, W8126, WBIM, W6143C VvIall Bracing mm Iva Product Description I CBH2,37x5 5, CBH2 37x7 63, C13H2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF "rise hangers Drag Strut Connectors Gable Brace Connector Hip Cornet Plate 3 HGU3.63-SDS. HGU5.25-SDS. HGU5.50-SOS, HGU5.62-SDS, HGU7.MSDS. HGU7.25. Heavy Hip to RdgeCorinectorr SDS. HGU9.0O-SDS 4 HGUS series hangers Hip Ridge Con nectDr Rafter Hanger 5 HHGU5 25-$DS, HHGU5.5O-SDS, HHGU5.62-SDS, HHGU7 00-SDS. HHGU7.25-SDS. Light SlopeableASkewable U Hanger HHGUQ.ODSDS Truss Beating Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.=10, Truss Clip HHUS7 25/1D Adjustable Truss Hanger 7 HSUR. HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I-Joft Skewed Truss Hanger Multiple Truss Hangers 8 HTU28. HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacier-Rostraint Variable Pitch Connectors Valley Truss Clip 10 HILIC01,81ill-SOS. HUCOI.81/11-SOB. HUCO210-2-SDS, HUCO210-3-SDS, HUC0310- SDS, HU00410.SDS, HUCQ412-SDS, HUCQ5.2"-SDS, HUCW.25/11-SDS, HUCQ610. SDS. HUCO812-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 111"20 For direct Inks to Oil M approvals Noted belawl CLICK HERF_ I For additional Information regarding Florida's Statewide Pnbduct Approval System end Marni-Dads County Notice of Acceptance (11,10A), Mum. FL#1 14111&1111111 AW Product Model, Number or Name Product Description I HHUS210-3, HHUS210-4 Joist Hanger 2 HRSO, HRS8, HRS12 Strap Ties 3 HU00210-2-SDS, HUCQ210-3-SD$, HUCQ310-SOS Joist Hanger 4 THGB2, THG83, THIGBF12, THOBH3, THGBH4 Joist Hanger 5 THG02-SOS3, THGQ3-SDfA.5, THGOH2.SDS3, THGOH3-SDS4.5, THGQH4-SDS6 Jo lot Hanger 6 THGVv-4-3, THOW3-4, THOW4-3, THGW44 Joist Hanger F1.9111473-R5 AMA Pmduct Description 1 DETAL2 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 Hill, H18S, 1-116-2. H18-2S HurricaneTie 4 HETA12. HETA16, HErA20, HETA24. HETA40 Embedded Truss Anchor 5 HETAL12. HErALle, HErAL20 Embedded Truss Anchor 6 HGAMIO, HM9 Masonry retrofit connectors 7 HHETA16, HHETA20: HHETA24, HHE-TA40 Heavy Embedded Truss Anchor 8 LGTZ LGT3.SD82.6, LGT4-SDS3 Girder Tiodown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAWS, MSTCM40, MSTCM60 Step Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM2U Twist Strop for Masonry FIL011149011-Ril 0 ad" Product Description 1 DTTIZ Dock Tension Tie 2 11012, H019 Bolted Holdowns 3 HD3B, HD5B, HD7B, HD9B Bored Holdowns 4 HTT4, HTTS, H75-314 Tension Ties 5 LTT19, LTT208, LTn3j Light Tension Ties FL#j 3629-RO jag Product Description 1 SEW8x24. SB718x24, SB1 x30 SB Anchor Bolls 2 SSTBI 6. SSTB20. SSTB24, SSTB28, SSTB34, SSTB36, SSTBI 5L. SST 132%, SST8241., SSTS Anchor Bolts SSTB25L FL#1 3932-R4 Bill" Product Model. Num bet or Name 1 CMST1 2, CMST1 4. CMSTC1 6. CS1 4. CS116, M 8. CS20, CS22 2 HRS6, HRS8, HRS12, FHAS, FHAV, FHAl2, FHA18, FHA24, FHA30, Ill MSTI36, MSTI48. ivisTiao, ms-n72. &IMST27, SIMST37, SIMST48 3 HTS1e, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30. LSTA38, LST149, LSTI73, MSTAi MSTA12, MSTA15. MSTA18, MSTA21, MSTA24 5 LSTAR, LSTA12. LSTA16, LSTAIS, LSTA21, LSTA24, ST202, ST2122. ST21 16, ST2215 a LSUSH3.25, SUBH3.25, MSUBH3.25 7 LTP6 8 LTS12, LTS16, LTSIS, LTSM 9 MSTA30, MSTAX ST0215, ST6224, STO, ST12, ST18. ST22, MSTC28, MSTC40, MSTC62 10 MST088, MSTC78, ST8236 11 MTS12. MTS18, MTSI8, MTSX, MTS30, MTS24C, MT830C 12 S01.58, Sffll.81, S1212.06, SIB2.37, S/132.56, SIB2.6% SIB312. SM.56, SIB3.62. SIB4.06, 51B4.12, SIB4.28, SiB4.75, &W.50 13 SIBA2.12108, SIBA2,12/1 0, SMA2.12fl 2, WBA2.12114. G`BA4.1 M, SMA4.1 8110. SfBA4.1 W1 2. &BA4.18114 14 S1HIlA 15 SIHDISS, SMD88, SIHD10S, S/1-101013, SfHDISS, SfHO158 16 SIHDU4. SIHIDUO, S/HDU9, S/HDU1 1 17 SIJCT, SfHJCT Pnoduct Description Colled Straps Straps 97 mh (12 go) Heavy Tvitst Straps Straps 43 mil (18 go) St" 33 mil (20 gis) Bridging Connector Lateral 719 Plate Light Twist Straps Straps 64 mill (18 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns; Holdowns Joist Hangers Product D660ription Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 140 8"to 3-9/18" and heights ranging from 9-1/8" to 23-15118". Face-mourit hangers Fsoo-mount hangers available in widths ranging from 1.518"to 7. &8" and heights ranging from 5-WIs" to 12-718". Face -mount hangers Face -mount hangers Sksived face-irriount hangers available in widths ranging from 3. 1/8" to 5-1/8" and heights ranging from 4_314!'to 16-3/4". Concealed flange version (HSURC� HSULC) available for all double 2X and 4Xmodels,, only scuteflange Is concealed. Facia -mount hangers Face -mount hangers available in widths ranging from 1-9/1 &'to 7- 1/2" and heights ranging from 2-716"to Ig-1/4". Concealed flange version (HUC) available for all models having width equal to or greater than 2.9116", Face -mount hangers Simpson Strong -Tie 2020 F13C Approved Products Updated 12/3M20 For direct Inks to all SOT awroyals Rated below. CLICK HERE 'I For additional Information regarding Florida's Statewide Product Approval System end Marri County Notice of Acceptance (NOAJ, illliaw. 18 SfLBVI.60, SILBV1.81, VLBV2.06, SfLBV2,37, S&BV2,66, SILBY2.68, SILSV3.112, Top Flange Joist Hangers SfUSV`3 58, SILSV3.62. SILBV4.06. SILBV4.12, S/LBV4.28, SA-BV4,76, S/LBV5.60 12 SfLTT20, SOTT2Z, S/HTT14, HTT4, HTT5 Holdowns 2D SMSTeO. SfMS`172 Straps 118 mil (10 go) 21 SP4, SPO Stud Plate Ties 22 SSP, DSP, TSP Stud Plate T as 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#139i At" I CCONO.82-SOSHOO, OCOM4.02.SDSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG, CCTQM4.82-SDSG, CCTQMI5.50-SDSG, COCQW 82-SOSO, COCOM4.82-SDSG, CCCQM5150_SDSG 2 F-CCLOM3.62G-KT, ECCLOM4.02G.KT, ECCLOMS.50G.KT. ECCLLOMD3.62G.KT, ECCLLQMD4.02G-KT, ECCLLQMC6.60G-KT, ECCLROMD3.M-KT, ECCLROMD4.62G- KT, ECCLROM05 5OG-KT 3 HGUM5 25, HOUMS.50, HGUM7.00, HOU M7.25, HGUMS 00 4 LGUM25-2. LGUM26.3. LGUM264, LGUM28-2. LGUM2&3, LGUM28.4, LGUM2lD-2, LGUM210-3, LGIUM21104, LGUW6, LGUM48, LGUM410 6 MENA3.1219,25, MBHA3.12J11,25, MSHA3.5W 25, MBHA3.56/9.25, MBHA3.58/11.25, MBHA3.58/11 88, MBHA3.56114. MSHA3.56116, MBHA3.58/18 MBKAS.60,7.25, MBHA5.50/9.25, N%BHA5.W11.25, MBHAS.50111.88. MBHA5.50/14, MBHA5.5OF18, MBHA5.50118 6 M81-111.13.6619.25, MBHU3,66/1125, MSHU3.6&11,88. MBHU3.56114, MSHUS.50/16, MBHU3.58/18, MBHU6.6019,25, MBHU5.50111.25, MBHUS.50111.88. MBHU5,60114, MBHUS,50116. MISHUS.=118 FL*l 3976-Rfi 9" 9 Product Model. Number or Name I SDW223W, SDW22338. SDW2M8, SDW22458, SDW22600, SOW22000. SDW22M SOW228U 2 SDMI SM. SDWC1 5800 3 SDWD=DB, SDWH10400DB. SDWHlMDB, SDWH19800DB, SDWH191000DB 4 SDWH274ODG, BOWH27MM, SOWH27800G, SDWH271000G, SOWH77121)UG 5 SDWS116211Z SOWS1630(X SDWS16312, SDWS18400 6 SDWS19800, SDWS19712, SIZ11M224W,SDWS225O0,SDWS22512, SDWS22SM: SDWS22800, SOWS22900, SDM221 ODO, SDVVS221 100, SDWS221200, SDWS221 SM 7 SDWS2230ODS, SOWS2240008, SDWS225OODB; SDWS2200ODB, SDW=800DB, SDWS22100008 8 SDWS22312DBB, SDWS22512OBB 9 SDW82730OSS, SDWS1274OOSS. SOWS2760M. SDWS276ODSS, SDWS278WSS. SDWS77100OSS. SDWS2712006S 10 SDWV13400 11 STN22 Uat Model. NUM bar OrAM 18, AS 18S5, A81890 2 AS 20HS 3 AS-20 4 ASHP FL#1 SnO-Flill §Ill Product Model, Number or Name 1 Er -HP 2 GAC, GDP, GDPM-150. GDPM-75, GDPM-100, GOPS, OW-50, GW-75, OW-100, GTH 3 PDPA, PDPA-K, PDPA-MG, PDPAT. PDPAT-K PINW, PINWP, PINWPW, PDPAWL. PDPAWL-MG, PSVI_3, PSVL3-V, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Product Descriation Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Eleam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Doscidgilgin birong-Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWIH TIMBER-H EX Screw Strong -Drive SOWN TIMSER-H EX H DG Screw Serong-Drive SDWS FRAMING Screw Strong-DrIve SOWS TIMBER Screw (Intenor Grade) Strong-DrIve SDWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SIDWS TIMBER SS Screw Strong-Dir" SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Dow nation 18 go. Truss Plates 20 go. High Strength Truss Plate 20 go. Truss Plate Hinge Plate Connector Product Description Adhesive Anchor for concrete Gas -actuated fasteners and assemblies Powder -actuated fasteners threaded studs, and assemblies Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12=2020 F: direct inks to all 8ST approvals listed below, F additional information regarding Flordas atatewide Product Approval System and MIM4)ade County Nodoo olrA000ptmal A). rjWQ HIS 11 H US, H USC series hangers Face -mount hangers available In Wfta raing1mg from 11.518" to 3. QF1 6" and heights ranging from 4.5116'to 11 ", Concealed flange version (HUSC) available for modells having width equal to or greater than 3-SM61. 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8* to 3. 5J8" and heights ranging from 9.114" to 16'� 13 LOUS.25-SDS, LOU3.63-SDS, LGUS.2"DS Face-rinount hangers 14 LU24, LU26, LU2B, LU210 Face -mount hangers 15 LUC26Z, LUC21 OZ Face -mount hangers 16 LUS series hangers Facs-mount hangers available in widths ranging from 1-9/1 61D 4- &8" and heights ranging from 3" to 10.1 &16', 17 MOUS.e3-SUS, MGUS.25-SDS, MGU5.50-SDS. MGU5.62-50S. MGU7.00-SDS Face -mount hangers 18 MIU sense hangers Face -mount hangers available in widths ranging from 1-911V'tD 5. 118'and heights ranging from 6-1 6116"to 19- Ur. 19 MUS26, MUS28 Face -mount hangers 2D SUR. SUL, SURC. SULC series hangers Skewed face -mount hangers available in widths ranging from I - 0/10" to 3-9/1 8"and heights ranging from 3-111 ff'to 13-3/X'. Concealed flange version (SURC, SULC) available for all double 2X and 4X irrodels: only aourts flange is concealed. 21 U sell" hangers Fooe-mount hangers available in Wdiths. ranging from 1-9116"to Wand heights ranging from 2.5W'to 11-114". FL#1 M7-F% §Aj Product Model. Num bar or Name I BA series hangers Top flange hangers available In widths ranging from I -9/16"ho 7- 1/81' and heights ranging from 7-119'to 30'. 2 DGBF series hangers Top flange hangers available In widths ranging from 3-5`8" to 7- 1/8" and heights ranging from 9-1/4" to 2,41". 3 DGF series hangers Top flange hangers available in widths ranging from 1 -1/Z'to 3- 5/8" and heights ranging from 7-1hVto 24". 4 DGHF series hangers Top flange hangers evallielois In width* ranging from 1 V4" to 3- SM" and heights ranging from 9-11W'to 24". 5 EG5, EG7. FGQ sari" hangers Top flange hangers &variable in Width$ ranging from 5-1/4" to S. 7/8" and heights ranging from 11" to 32-1/7'. 6 EGO saries hangers Top flange hangers available In wdths ranging from 3.616' to 7- 1/4" and heights ranging from 11 -114" to 37' 7 GILS series hangers Saddle hangers available in widths ranging from 3-114!'to 6-7/8" and heights ranging from 8-1/2" to 21s'. 8 GLTV series hangers Top flange hangers available in widths ranging from 3-11X'to 7- 118" and heights ranging from 11 " to 32' 9 HB sari" hangers Top flange hangers available In widths ranging from I -91163D 7- 1/2" and heights ranging from 8" to 30' 10 HGLS sedes, hangers Saddle hangers available in widths ranging from 5-114" to 8-7/8" and heights raingling from 10-1 17to 26'. 11 HGLT series, hangers Top flange hangers available In widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1 /Z'to 32' 12 HGILTV senes, hangers Top flange hangers available in widths ranging from 3-1 /W'to 7- 118" and heights ranging from 1,f'tD 33". 13 HIT series hangers Top flange hangers available In widths ranging from 2-5/16'to 3- 9/18" and heights ranging from 18" to 26', 14 HUSTF senes hangers Top flangeicist hangers available in widtfirs ranging from 3.1/8" to 1911&'and heights ranging from 5-3ff to 15 HUTF, HUCTIF series hangers Top flange hangers available In widths ranging from I -W18"lic, 5- 1/2" and heights ranging from 3-7/16" to 15", Concealed flange version (H UCTF) available for all models having width equal to or greater thin 2-111,116". 18 HWP sari" hangers Top flange hangers available In widths ranging from I -9116"to 7. 1/8" and heights ranging from 5-3/8"1281 17 HWPH series; hangers Top flange hangers available in widths ranging from I -9/16'to 7- 1/2" and heights ranging from 54TS"to 32'. 18 ITS series hangers Top flange hangers available In widths ranging from I -9116'to 3. 518" and heights ranging from 9-1/8" to 16'. 19 JB series hangers Top flange hangers available in vAdth of 1 -9t1 6'and heights ranging from 5-310" to 7-11*' 20 JBA Se6ell hangers Top flange hangers available in width of 1 -9/1 8"and heights ranging from 9-311 V'tD 13-118". Simpson Strong -Tie 2020 FBC Approved Products Updated 12rAM20 For chroot Inks to Oil S8T approvals Isted below, CLICK HER -For additional information rogardine Florifts Stai Pmduct Approval System and Marni-Dado County Notice of Acceptance INCA), JW@&Ia. 5 SEr.XP Adhesive Anchor for concrete a Strang -Bolt 2 (ST62, ST8246S, ST82-6SS) Strong-Soit 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Tilon HD (THD�H, THD-HMG. THO-1-1413S, THD-H8SS, THD-CS, THD-CSOSS) Titon HD Heavy Duty ScreivAnchorfor concrete and masonry available with hex head In carbon sbeel and Types 304 and 310 stainless steel. or with countersunk hood in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (TH037634RC, THD50934RC) Then H D Threaded Rod Coupler for concrete 9 Trion HD Threaded Rod Hanger (THDBZ168RH, THDB37158RH. TH037212RH. Than HD Threaded Rod Hanger far concrete THD50234RH, T14DIO212RH) 10 Wedge -All IWA) Wedge -All Anchor for masonry FLSIM30-RO jKA Product Model. Number or Name 1 AT-XP 2 ET.HP 3 SET-XP 4 Strong-Bort 2 (STEQ 5 Tillien 2 (TTN2) 6 Titan HD (THE).H46S. THD-HSSS, THD-CSSSS) 7 Titan Turbo (TNT) 1`1#181111 AW I X34BI01 8-5K, XIS1 016, X1 61 01"K, XQ1 S1 010, XQ1 8101 e-4K 2 XILQ1 I 4Ti 224, )Q-0114151224-2K 3 XMQ1 14SI224, XM01 148122441K 4 XQ1148i 224, X011481224-2.5K X1 14S1224. XQi1 2S1224. X01 1281224-2K 5 XU34SICIS, XU348101"K FL#3532Q-RO fk2a Prodiii 1 DSSCE343.5, DSSCW, DSSCB48, DSHS 2 FCB43.5, FCB45.5. FCB47 5, FC849 5, FC8411 5 3 FPHSD34SIC16, FPHSD34BIC18, FPHSD3481018-SK, FPHSDUS1214, FPHSD34B12114, FPHSD34B1214-5K 4 LSFC2.25. LSFC4 25, LSFCO-25, SFC2.25, SF04 25, SFCe 25 6 LSSC4,25. LSSCO.25, SSC2.25, SSC4 2& SSC6 2& MSSC2.25, MSSC4 25 MSSC8 25, MSSC4.25KW, MSSC6.26KW 6 RCKW3, RCKVV5.5, RCKW7.5, RCKW3S. RCKW5.5S 7 SCIF1431,908451, SCS475, SCB49.5. SCS411,5, MSCS45.5, MSCB47.5 8 SCS32-SV7, SCS02-6W, SCS02-Wl 18. SCS82-51118 9 SOW11.25, SCW53 1 U SJC8.26. SJC1 0.25. MSJC8,25, MSJC1 0.25 11 S683.518 12 XLSH34B1 414. XLSH78B1 414 13 XQ I S1 018. XQ 16101 6-41K, XQ 1 S 1214. XQ 181214-3. SK, X078S 1224, X07881224-3K, XQ I 14SI 224, XQ1 14B1 224-2. 51K, XQ 1 12S1 224, X01 1281224-2K. M481 01 a-SK XlS1010, X1B101e-4K X1S1214. XiB1214-3.5K AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Ad hesW for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Till HD Heavy -Duty Screw Ancho r fo r concrete available in 304 or 315 sta Irileas steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description 410-18 Strong-DriveXiii'stall Self -Drilling, Topping Screwswith 03 Drill Point #12-24 Strong -Drive XL Largirs-Head Metal Self -Drilling, Tapping Scram with #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medlurm-Head Metal Self -Drilling, Topping Scram with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Moot $6111-DrIlling. Topping Scram with 06 Drill Point #10-10 Striong-Drive XU Meat Sol -Drilling, Topping Screw* vortin #1 Drill Point Product Description Bypass Framing Drift StrutConnectof Bypass Framing Ftxod.CIip Connector #10-16 and #12-14 Striorigi-Drive FPHSD Framing4o-CFS Sell Drilling. Tapping Screws Steel Framing Connector Stool Stud Connectors Rigid Knee Wall Connector Bypass Frarning Slide -Clip Connector Bypass Framing Connector Head-of-Wroll Slider -Clip, Connector Stool Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Seff-Drilling. Tapping Sonows *10-18; #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws Cn _C0 > C D M 2 0- _0 0 (D C_ CU 0 -a cill -t- CD CU 0 0- U- %+_ 0 CU > An E 0 iE cn CU 40 - CU 4.- CX. m a ._ Cn W mi 7) 0 1`— 0 N CL 0- ca X Co U- [I_ -0 0 C: N 0 C: -0 C: (D (n > 0 C13 C) > 5 C13 6� D-' E (Z 0 0 LU cn (D E 9Z CIO 0 CIO 0 L_ CL CL 0 0 (1) U) CIO M CIO W Z Z _j 13- SHEET NO. PA 1,2 D MIAM IUAW DAMCOUMT e ]MODUCrCOQeiT1 OL SECTION 11305 5W 26 Sesser; Baum 208 DETA@T]/E21`ror IEECuI.AToRY ANv EcQ& cwc isitsormcss amo Xi.md, Mo i& 33175-2474 BOARDAND+C4iE ADBl38iiSi8ATiOl[f DIVISM T M6)M-23A0 F CM0315-2509 NOTICE. OF ACCEPTANCE (VOA) PGTbtdnstrie , Inc. 1070 Tcchnd&U I?&t, Norsk V'e vk*, FL 34275 Scam: This NOA is.bem►g issued wider the applicable rules and regulatiatas governing the use of constrict malt steiak 11w docunientauimsubmisled has beeareviewed and accepted byMmni-Dade CoutgRER -Product Control Section to be used in Miami -Dade Coumy and odrerareas where allowed bythe AudiorilyHrA* Tuyisdictioa (AAJ)- This.NOA shallnotbe valid aftierthe expiration date stated below_ The 14iiami Dade County Product Coated Secim (In Kam Dade Coafity) andlorihe AM (in areas other d mMiam Dade County) res erve the right to have this product or matesiai tested for quality aserarancepiupo m-1f dus prodmi"noamsW fails to pedotm is the a ccepted manner, thenuosit' duverwiil iuc a6 eexpesnse of suchtesting andthe AHJmayi owedueelyrevoke, modify, or suspend the use of such product or material within their jwisdictim. RER reserves the ngbet to invoke this acceptance, if it is detiemmined byUmmi-Dade County Product Coenol Suction mat this pwduct or material fails to meet the tests of the eapphcable budding code. This product is approved as dexn*d hesek and has been designed to comply with the Florins Building Mode, mcloding the High Veloc" Hwiicane zone_ DESCRiMON: Series "557&2770" V'i yl g Glass Door (Winf*rv* l) whm 901° & I35° comers-L.ML AMOV A L DOCUMENT- Drawing No:3W-55W.0 Rev B, titled "Vmgl Slidmg Glass DwrNOA {LIB)", sheen 1 through 21 of 2l, prq;wedbym&w&canxr, dated 10105115 and last revised on 021010-1, signed and sealed by A. Lyme Melia, RE., bearing the Miami -Dade eCountyProductControl Revision stamp with the Notm of Acceptance nun Q and eslrntioa date by the I4yami-Dade County Product Control . Sec ton. MI55 u IwACT Rmxc: Large and SmallMissile Imptret Re ditant Limitations: 1. See table I (she et2) and table 2 (sheet;) forapplicableSGD unit sixes, design palm.,, veiadomemeents t)pea, glass types, sill riner(see tables B-1 dt B-2, sheets 7-$) and suchor bryvat.sLects segem eats in 11 thru 16_ 2. Rigid White PVC, Tan (Kon-whd e) Rigid PVC a"Brown coated (Paiffied or lanunated) whsi a Rgpd PV'C to be labeled pet ne<Sereaoed NOA's rem 3. Egress operable doom must cca Wly with min cku width or height perrFBC aV as "Fheable. 4. Paeketwxllsunder separateappravalt+oberevinvedbgBuildimgofficial L.4BELLNG: Each unit eehail bees a peorna mw label with the ctumesa pine or logo, city. state and series ad following statentent'Alimni-DadeComity ProductControl Approved",noted herein. RF_NEwAL of dwwoA.aball be deed after a re:ae d applieatioo has bee nfiled aatl there has berm change in the appficablebuildimgcodenep&ely affecting the perforniance ofthis pwdaa TERAu ATi N ofthis NOAw& occur suer the expirationdate or if iheae hasbeen a revision or change in ihe materials, use, author nkamh chat of the pmdod ar prvcm. lWCta nse of this NOA as an emdowealas t of any product, for sales, adv,aetising or.any o6erpwposes shall automaticalty^termioatetris NOA. Failureto cm*lywith any section ofisNOA sIMbecause for teamahoo andr, valof`N0A. AD'i'ERTISEBEEN'T: The NOAnnniber preceded by the ww* NEnnii Dade County Florida; and Solbwed by the eatdatemaybedisplayedinnadverhsmgbtuauve_ Ifannypo:ZionoftheN0AisdspiryeCthen itshall be dame in its entirety. INSPECTION: A copy ofthis entire shall beproroydedto the mwby*e sisadackuer or As distributors and shall be availible for inspectkm at the job site at the request of theBi ikiing Official. This NOA m ises & rese•°m NOA #20-0429.05 and consists of thispage 1 and evidence pages E- 1, E-2, E-3, E4, E-5 & F,6 as well as approval dock mentioned above. The submitted doemenattion was aviewed by Ishaq I Cbands, PE. NOA No. 21-92e5.03 X.Miratiou Dsta: April 14,1026 !tppreral Date:Sbrch 39, 20.11 Pa};e 1 PGT Iadasetries, Inc. NOTICE OF ACCEPTANCE: EVIDENCESUBMITTED 2. Evidence Submitted under previous submittal A. DRAWINGS 1. Drawing No. MD-5570.0 FWB, titled "Vinyl Sliding Glass Door NOA (1.1►+Ij", sheets 1 tbrvugh 21 of 21, preppared by manufacturer, dated 10105/15 and last revised on 0412220, signed and sealed by A- Lynn Miller, P.E_ B. TESTS 1. Test reports on: 1) Air Infiltratioa<nTest, per FBC, TAS 202-94 2) Uniform Static Air Pressam Test, Loadingper FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Muscle Impact Test perFBC, TAS 20194 5) Cyclic Wind Pre.ssue Loadingper FBC, TAS 203-94 along with madmd-W drawings and installation diagram ofall PGT Industries, Irtc_ sepresemtatiwe units listed below and tested to gwJify Dowsli 791 and Dowid 993 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (mod 6 is proposal), darted 09103114 FTL-20-2107.1, PGT SGD780 Ahtminaym Sliding Glass Door (unit 7 in proposal) FTL 20- 2107.2, PGT CA740 Almn. Outwswing Cme meat Window (unit 8 in pnrpoesal) YI120- 2107.3, PGT PW7626A Ahmmaum Fixed %rmdow (unit 9 in proposal) and FTL-20-2167A. PGT PW 7620A Alutnirnum. Fixed Window (unit 10 in proposal) dated 07/13120, all signed and sealed by Idalmis Otega, P.E. C. CALCULATIONS 1. Anchor verification. cakviations. and structural analysis, complying with FBC 7* EdWon (2020), dated 0412220, prepared by umm cttm'r signed and sealed tiny AmthonyLynn.Mr7les, P.E. 2. Glazing complies with ASTME1300-04, -09, 42 and -16. D. QUALITI' ASSUR &NCE Miami -Dade Departament of Regulatory and Economic Resources XM). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kul rarar America, Inc. fortheir 'TrwffoW [Ihtiadear, Clear, and Color PVB Glass Int+erlare s", egg on 07/0 24. 2. Notice ofAcaept2aceNo. 17-080&02 issued toKiaamy America, Inc. fortheir "Seentri'GlasS (Cll►hr and White) Glass Interla en", expiring on 07/04/23- 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for them `Brown Coated (Painted or Laminated). White to Rigid PVC` Ezt3ei ier Extrusions for Windows and Doors'", expFiriog on 09/30124. 4. Notice of Acceptance No.18-1106.11 issued toVisionExtrusions Limited for their sues OV'E 1000 Tan 202. and fighter shades (Note -Whine) Rigid Cetinlar PVC Exterior Extrusions for Whmdews and DooW. expiring on 12/29121. lthagl Cisaeia, P.E. Produuct Control Unit Superrissr NOA No. :1-020,93 Ezpira&mDate. Apail14,2026 Approval Dow Maros U, 2021 E4 FGT Industries. tar. NOTICE OF ACCEPTANCE: EN71DENCT SUBMITTED 1. Evidence submitted under previous NOA A. DRAGS 1 _ Mammfadw er's die drawings and sections. (Sithwif ed under OA & 11-0107. elks) 2- Drawing No. MD-5570.0, titled ` Vin34 SIidipgClass Door NOA aW, sheets I through 21 of 21, prepared by manufactures, dated 10M545; with revision A dates! 04/05/17, sued and sealed by A- Lynn Miller, P.E. B. TESTS L Test report on. 1) UniformStatic Air Pie Test, per FBC, TAS 202A4 2) Large Missile Impact Test pputr FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 20394 alcmg -with aid dowings andtion diagram ofvinyl sliding glass door: p mpared by Fenestration Testing Lab, Inc., Test Report No. FTL $717. dated 12/07115, Signed and sealed byldahnis Ortega, P.E_ (Test report revised on 0245116 and 0212411o) 2. Test report on 1) Air Infiltration Test, per FBC, TAS - 02-94 2) UnlforlY. Static Air Pressure Test_ per FBC, TAS 202-94 3) Waiter Resistance Test, per FBC, TAS 202-4. 4) Large Missile Impact Test per FBC, TAS. 201-94 5) Cyclic Wind Pressanr+e Loadingper FBC, TAS 203-94 6) Famed Entry Test, per FBC, TAS 202-94 along withwasp drdwinp and instatlatiela diagram ofviayi sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 85 _ dated l lAW15, signed and . sealed by Idaltais Ortega, R E.. (Test tgwst r. Vwd on 01 M46 and 02/11 /2016) 3. Test repro on 1) Air Infiftmfim Test, per FBC, TAS 202-94 2) Uniform .Static Air Pieesstrre Test, per FBC, TAS 202-94 3) Waterlte6stance Test, per FBC, TAS 202-94 4) Large 11tsile in Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 20294 along with marked —tip drawings and mAWlatlon diagram ofvinyl sliding glass door: permed by FewftrAim Testing Lab, Inc.., Test Repent No. F f L 8547, dated I M/15, signed and sealed by Idalmis Ortega, P. E.(Test repot:t raised. on 02/151I6)j 4. Vest report an 1) Air -Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large NFz* Impact rest p it FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with masked -up drawings and installation diagram of vinyl diding glass door, pmPared by Fenestcaticnr. Testing Lab, Inc., Test Report No. FM 8SU, dated 12104/15, sighed and sealed by ldahnis Otega, P. E. (Test report itvised oa.O11{ n6 and 0211in6), i:lraq I. Cimada, P.E. Product Control 1-apt _%pervimr NOA No. 21-0206.03 Expiration Date: Apr014, 2026 Approval Dates Marek A. 26, 2011 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 5. Quanex Part Saner Snace r Standard complying with ASTM C518 Mumnal Conductivity 0-991 BTU -in/ hr. ft=-*F, ASTM F 1249 W'i M Pass, ASTM D3995 Oxy►geo-Pass. ASTM E 2190 I.G. Durability -No Fog -Pass- (Srrbmi ed xnde>rpracrriaas NOA No. 1 544A9. n 6. Quanex Part Dw . complying with AS'IM C518 Then.tal Conductivity 2.22 BTU -ire! hr. W-7, ASTM F 1249 WVIR Pass, AS1M D 1434 Argon. Pe Patss. ASTM E 2189 I.G. �No Fog, ASTM E 546 Dew Pcmumt Developmoemnt -20°F is 48 firs. (,Ubm#fed under NO.4 No. I S-1110ROS). 7- Vision Ems, Ltd_ Parts complying with PVC-AAMA 303-13, Voluntary Sin for Rigid Polyvimyl Chloride (PVC) Extreme Profiles for Vision Exlrwions, Ltd_ VEX I by AAMA Fin Fir Profile Certification Program. (Subofted under NO-4 X& IS- 0409.05) 8- Vision Extrusions, Ltd. Parts complying vrithPVC-AAMA 303-13. (Submhred under NOA No.1S-010# OS) 9_ PVC-AAMA 303-13, Voluntary Specification for Rigid Pobyvinyl Clnl W (PVC) Exterior Profiles for Vision Extruaons, Ltd- VEX-1 by AAMA Fenestration Exterior Profile Certification Pmgranm_ 10. Notice of Acceptance No. 18-1217.14 issued to Eneigi Fmesrratim Sokai m, USA, Inc. for ffieir `Tun 3040 & light shade (non -white) iVhite Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02f04121. 11_ Notice of Acceptance No. 18-0122.02 issued to F.nerp Fenestration Sow USA, Inc, for their series -White Rigid PVC Exterior Extrusions for Windows and Doors", expiring can 02/28/23. 12, Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their "Bronze & light shade cap seamed White Rigid PVC Exterior Extrusions for Windows and Doors'", expiring an 04116/25. F. STATE31ENTS 1. Statement letter of conformance to FBC 76 Eeitt6n (2020), dated 04122J20, issued by actulrer, Signed and sealed by Anthony Lynn MiUrr, P.E. 2. Statemmew letter of tiro financial nitatst and -of indeixudent, issued by ramufxtum, dated 04/1820, signed and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Agreement document between PGT, dated 031300 and segued by all involvedparties. G. OTHERS 1. T1tis NOA revises NO.A# 17-0420.06 (PV'T W/CGI) and updates to FBC2020 (7$EAtion), expiring 04/21121 _ 2. RER Test proposals #191155 dated 01110/20 approved by Ishaq I. Chan►da, P.E, expiring 04/14121. Ekhaq L Chaada, P.E. Product Control Unit Supersisear `GA No. 21-020 43 )expiration Date: April 14, 2026 Approval Dstai Marcie 33, 2021 E -5 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5_ Test report on 1) Air Imfiftration Test, per FBC, TAS 202-94 2) Unite Static Air Prresmm Test, per FBC, TAS 20294 3) WaterRaesistawe Test, per FBC, TAS 20294. 4) Large Missile Impact Test perFBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test, pef FBC, TAS 202-94 along with maraud-W drawings and installation diagram of vinyl al ding less door, pirpared by Fewdration Testing Lab, Inc:, Test Report No. FTL &549, dated 1 IAM 5, signal and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04115 and 02/11116) C Test report an 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unif m Static Air Pressure Test, per FBC, TAS 20294 3) Water -Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with madwd-up drawings and installation) diagram of vitmyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No_ FTL 8552, stated l2/W 5, Signed and sealed by Idalmis. Ortega, P. E_ (Test report revised on 021152016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS.201-94 3) Cyclic Wind.Presswe Loadingper FBC, TAS 203M along withmxled-up drawings and lion diagram of vmyl sliding glass door, pied by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19110, signed and sealed by Jorge A_ Causo. P_ E_ (Subarrk ed tinder NOA X& 11- 0107 04) 8 Test report on 1) Air Isfiltratixm Test, per FBC, TAS 202-94 2) Umfoam Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Nfissile Impact Test perFBC. TAS 201-94 5) Cyclic Wind Pries = Loadingper FBC, TAS 203-94 6) Forked Entry Test. per FBC, TAS 202-94 along with marlmd-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Touting Lab, Inc_, Test Report No- FTL 6337 (samples A-1 thru A-5X dated 1210640, signed and sealed by Jorge A. Cam. P. E. (SubAthud under NOA No.11- D107.09 C. CALCULATIONS L Anchor verification carlc ulatiemms and structisal analysis, copying with FBG2014, prepared by PGT dated 12109115and last revised osn 01'15/16, signed and sealed by Anlhorsy L Miller, P.E. jSttbtrritJad ttAdrrt N 0.4 No lS 121 ti 01). 2. Glazing complies with ASTM E-1300-09. Ttiaq L chands, P.E. Produt Control raft Supervisor NOA No. 214i95.03 ExpirstionDatut ;Ap-9 14,2026 Approval Dam bLrth 16, 2021 E 2 PGT huhustrfes, Lie. 3. New Evidence Submitted A. DRAWINGS I. Drawing No. DID-5570.0 Rev B, titled "Vinyl Sliding Glass DoorNOA (L&i)". sheets I ffirough 21 of 21, prepared by manu.faacttuff, dated 10105115 and last rued on 02/01 r21. Signed and sealed by A- Lynn Miller, P.E. Note: Ibis revision consists replacement of same existing installation screw with flat head. B. TESTS 1. None- C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. Mianit-Dade Department of Regulatory and Economic lttA aes MM)_ E. XATERIAL CERTInCATIONS. I_ Notice ofAcceptanee No.14-0305.02 issued toKurarav America, tar. fortheir "Trosifelt Uhraclear, Clear, and Color PV"B Glass Interla! ers", a gmft on 07/0&Q4. 2. Notice of Acceptance No.17-080&02 issued toKuraray America, Inc. fortheir "Sentr yCbst (Clear and Miter) Glass Isterlayers" , aqirnRg on 07104113. 3_ Notice ofArceeptance No.18-1106.10 issued to Vision Exuusorns Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", otpiting on 09130/24. 4_ Notice ofAcceptaoceNo. 1t-1106.11 issued to Vision Extrusions Limited for their scares "'*T 1000. Tan 202 and lighter shade (ikon-WhW) Rigid CeAntar PVC Ezoerlor Extrusions far Rf3mdews and Doot s", cgwmg an 12CK 1. F. STATEMENTS L Statement letter of coffminance to FBC 7i EdW*n (2020), darted 02/0121, issued by znam.d'actell rr, signed and sealed by Anthony Lynn Miller P.E. 2- Private Labeling Agreement dated 0108/21 between. PGT Industries, Inc. and CGI Windows and Dooms Inc., aped by Dean M. Ruadrr P.E., V.P. Engineering, on be haff of both des. G. OTHERS I. This NOA reel ises & renews NOA# 20-0420.05 MA w1CGI), expiring M4126. 2. The current associated PLA CGI file #21-0205,01, egg 04/14126, 14 151'.7 f . /Venn -A, Ishaq T. Cusn", PF. Proctors £axed unk Supethrisor NGA No. 21-INM Expiration Date: April14,1036 Approval Date: Mirth Ik 2021 PGT Industries, lac, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE L Miami Dade Department of Regulatory and Economic Resoetlrces (RER)- E. MATERIAL CERTfflCATIONS 1. Notre ofAcaepranoeNo. 154528.14 issued to Vision ExtiusionLimited forth& "Whide Rigid PVC Eirm for Eshvsions for Windows and Doors", dated 08/13/15. excp. - on 093W19. 2. Notice of Acc eptamce No.16-0920.08 issued to Visim EKtnision Limited for them "V'E 100 Tan 202 and tighter Shades Rigid PVC Exterior Extrusions for Wittedows and Doors", dated 1210116. expiring. on. 1229/21. 3. Notice of Acceptaarce No-15-W28.15 issued to Vision Extrusion Limited for their Brown Coated (Painted or Laminated) White Rigid PVC Exterior ior Extrusions for Whidows and Doors; dated 09113/15, expiring on 09/30119_ 4. Notice of Acceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their `T11N3040 and Lighter Shades (Non-VV'hftr) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116_ atpirmg an..021t34i21. 5. Notice of Acceptance No-1b-0712.04 issued to ENERGI Feriestrati4mSelutions USA, Inca for their "Bronze and Lighter Shades of Gap Coated Rigid PVCEaterior Extrasions for V'l7-mdeows and Doors"' dated 09115116. expiring on 04116120. 6. Notice of Acceptance No-16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. far their "White Rigid PVC Exterior Erhvsions for Windows and Doors" dated 08/10117, expiring on 02/2&18. 7. Test repotts No(s).10-002-792(A), 10-06-MO527, 5357B-09, perAMIE-84, ASTAM 1929 and ASTMD-635, issued by EXOVA tiro Vision Extrusion for cellulosic composite material (Submfted under A10A Are.11-01 07. 04) S_ Notice ofAcceptance No. 14 0916,11 reed to Kurasay America., Inc. for their "SeatrcGlasil (Clear and White) Interbyer", expiring on 07/04/1 S. 9. Notice of Acceptance No.16-1117.01 issued to Kutaray America, Inc. for their "Tresifolt UM-aclear, Clear and Color PNB Intedayers", expiring an 07108119. F. STATENWMS I_ Statement letter ofconformance with FBC-30'Edition (2014) and FBC-66 Edition (201.71 issued by rtmamuffw1urm dated 09 4117, signed & sealed by Lynn Miller, P.E. 2. Statement letter ofno f naxtcial interest, dated D4118/17, issued by meanufactwer, signed 1 sealed by Lynn Miller P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No-17-0397, dated 05t 05/17, signed by Ishaq Coda, F.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series -557012770" t'inA Sliding Glass Door (Reinforced) - L.M.I.", expiring on 04114121- I lAaq.L Cbasda, P3:. Product Control Unit Sop wrisgr NOA No. 21-8305A3 Fapira"n lbatar Aped 14, 2026 Approval Dane: March 25, 2021 F2 N N U e` C) (3) c (a- co�� L_O (15 '0 C) .O (DC C_ O L.L 'a O O . co Q ,C Cn 10 Q I— -0 . _ C/) Q Z W J CL mX CL CL LL a- N � N C Q N Q N z U E $' T) Q Q� E c ces 0 0 0 U ,r vg Lid' Cn L� E z CU o CL O l_ Q L U O sue. U CU m Q F_ O L. w� z � Z a J a SHEET NO. PA 1.3 aye III _ .. 1 _1 .�.._ .L ei,lrt.uWIY6WYl , iiW111k:�i�®IIUW111V1h ...` a�■�01�1 ijfuY,6jl'i�ML. i1...�...�.,,,,.: �,IR' , LL T1 L 1 C�i� INC. TiLLIT TESTING & ENGINEERING M CO PANY AT TRR A. -- -- - W TTLi1T, lit , P.B.P Fi. I.I. @wl,com YLPk. ,-, t ,A.N147 YL C.A IJuP.A W, MXM719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stone Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 4800 S.W. 51 Street Davie, Fkx1da33314 1. PURPOSE OF EVALUATION; This Is a Product Evaluation Report Issued by Walter A. TIIII% Jr., P.E. (System ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 81G20-3, Method I of the Florida Department of Business and Profesalonal Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with this 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1, PRODUCT EVALUATION DOCUMENT (P,KA4. Drawing No. 20-176, titled "29 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and seated by Waiter A. 11 Tlllit, Jr_, P.E.; dated 07/28/2020. This drawing Is an integral part,41#I�sl� Evaluation Report ,N\�A A, i/� AF- //T - '' '\\CENSF /� �--3- :-= j� NO 44167 `7, ' *1. *. yt O R i�4 .,10E 10 ..`�k 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Pasr• /C�Awy�-V,G��i[IS91 PRODI)CI RTPALU&M ON R2rllr►lt r' NO. 20-07ffiDl 2 2.2. TEAT REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-669 dated 08/09/1996, #96-570 dated 0911811996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports* 2032 dated 04110/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by CIC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.& S UCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and In accordance with section 1610 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, dated 11/03/08 and 03/12115, signed and sealed by Walter A. TiIIR, Jr., P.E, 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. 4, VMD LOAD$ RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, 16.19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 17. 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176, 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets S. 14, 16, 25 and 26 of 28, of Product Evaluation Document (P,E,D.), drawing No. 20-176. +�"'AI11 N1111im A E a��� \�CENSF r�9 r{ - ,0167 � �,A---,- , * * - STATE OF O,c ./ORIO : �i1� y�'ASS/ONAL ENS° %AAAHHtlilloLN1A Yana ri CI'LY.�E.nAT[DN>¢rynWf NO 2D.67211Ol 3 S. MATERIAL CHARACTERISTICS ANO SPECIFICATIONS' Shall be strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-1178. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USE• 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 18, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 prepared by Tlltaco, Inc. and signed and sealed by Walter A. Tilit, Jr„ P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete black, and wood frame structures. Product Evaluation Report prepared by Walter A. Tilyd, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0000719), d,1NIRIIHHNAVN �Q A. T14Z/T AV`. . \ CE/ys' �. �:'' J F ����,�•=��0.44167 • s STATE QF ' ''HFBN ��I ....... 'E, NATLLL D:Y TILTECO ADMON RECOROS I P. E. REPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC I20 GAOB GALVANIZED STEEL STORM PM(ELI DKW43 W 2O.1761 REPORT B 2047211.01 L I ECO INC- TILLR TESTING 6 ENGINEERINO COMPANY WALTERA. TILLIT, M. IH.E liltWOOMI.Dom PRODUCT EVALUATION REPORT �•FF IA-N. 44167 NLL.A. LI-I Va J706719 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, 61020-3, Method I of the Florida Department of Business and Prollesslonal Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Z1. PRODUCT EVALUATION DOCUMENT (P.E.D.I; Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL`, sheets 1 thru 18 of 18 prepared by Tiiteoo, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawingIs an into tpI N Is Evaluation Report. a+.9RA I.;'`,"' k)jIzis -" -r-- . Y4.4167 $ l �,•, STA E OF r�t' '; OeF; •'r/OR10A .G-*,0,', 63,55 N.W. 36th Street, Suix 305, Miami Florida 33166 -Phone: (305) 871-1 ?hO....6 ��,84i-1531 iKoDLIC1•1CVA1,r:AT10NR"QjITN0. 20--M7A2 2 jiltonucTKYAT.11ATIONJUMMTKOL 2AA72T.M T 2.2- TEST REPORTS: 5. INSTALLATION: Large misslle Impact load tests were performed under SSTO 12-99 standard as Installation shall be performed strictly in accordance with details indicated on per section 1609.1.2 of the Florida Building Code. Uniform static loads as per sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20-175. Minimum separation to glass shall be as indicated on Lab of South Florida, Report# 0814.01-01 dated 03111/02 witnessed by William sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. (P.E.D.), drawing No. 20.175. 0219.01-09, dated February 25, 2009, signed and sailed by Edmundo Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1800.1.2 of the Florida 0, MATERIAL-CHARACTERIISTICS AND SPECIFICATIONS' Building Code. Test Report prepared by American Testing Lab of South Florida, Shall be strictly in accordance with General Notes and Components Indicated on Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, Gonzalez, P.E. 20-175. Tensile test report No. 9CM-198 by CC Metallurgical, Inc., dated March 13, 2009, Anchor specifications shall be as Indicated on sheet 1 of 18, of Product signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as Evaluation Document (P.E.D.), drawing No, 20-175. per QC Metallurgical Report No. I OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jeciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: 7. LIMITATIONS AND CONDITIONS OF USE• On 24 Gage Galvanized Stesf Storm Panel for maximum parcel length vs. design 7.1. Shall be strictly in oomplianoe with General Notes No. 1, 8 thru 14, Indicated wind load, as well as maximum anchor spacing vs. design wind load and panel on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 length based on rational and comparative analysis, and in accordance with prepared by Tlteco. Inc. and signed and sealed by Walter A. Tlllfl, Jr., P.E. section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12118/10 and 0&27/13 (for this revision), signed and sealed by Waiter 7.2. Product stroll not be Installed within HiGH VELOCITY HURRICANE ZONES A illlit Jr„ P.E. as defined on section 1620.2 of the Florida Building Code. 3. MISSILE IMPACT RESISTANCE: 7.3. Product shall only be Installed into poured concrete, concrete block, and Large missile Impact under 1609. of the Florida Building Code, as per ,mood frame structures. SSTD 12-99 Standard and TAS 201. Product Evaluation Report prepared by Walter A. Tlllit, Jr., P.E. (Florida License 4. WIND LOADS RESISTANCE: No. 44167). President of Titeco, Inc. (Florida CA-OW6719). 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind jauHAn! pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, N 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawingNo. 20-175. 1 . <</r Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 18 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20.175. _ 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to Z. 9 • : - , * �7 : * s work as a non -porous storm shutter assembly, as per SSTD 12.99 Standard. O•ATILTECO ADMON RECORDS Y P. E. REPORT.201 OLt2{/ P Os ���qqp.�, N Pjg��OpDDC��pa. Ly'q"�Qg 0E 1N�11111N GALVANIZEDSTEELSTORMPAN EL\DRNCB20-1751REPORT W204r7 4,, ,r(QRi9P•,��.W� ATl[4 ,4, SS/o "i�C,,.� .I...."; l... NrnrNu IAia++I."`e ' ��. 0 67 = �iL *� �3`TAfE 1F w2� oirS F(ORiOA .\�Q 'yiyrs' * NAL1�are``4` -*-O W a) -C Cn Cu O Cv {.-• U � Cv L a O O C .� O V -0 a)W a Cv C = CU O to C C O Q L CO O O _CQ L.L- t O cu > - cn Cn � d = I- -0 H•L-- -� cu (n cis. Q Q Z Z W J - -- -- �.�I�p�� �� COMPONENTS FOR REGULAR. dt LIFE SAFETY STORM .PANELS 1/4, 2/4, 3/4, 4/4, s/s, 7/s, _ Aw,.➢MIK.-M fifri. 6]) •1 CASE THAT PRECAST SRW. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS K FOUND ON THE (SCALE 1/2-1' Oa&M WALL ANCHORS SHALL K LONG DNOUGH TO KXN THE MAIN STRUCTURE 90" SUCH tVINEL.S. iW 10. 2W 10, 3W 10. 4W/10, 1. STORY PMa SHO•N ON THIS PRODUCt EVALWTON DacuINEtIT(r.*o.) NAS BM VDRrim rot K:OMPUANCE IN ANCHORAGE SHALL K AS MENTIONED N 6.1) AM N Ri2). . -__ ..- -_ _.-15.iw (MM WOM)_._ _ .__-- ---.- . __-_. SW 10, eW 11 a 7W 11 5 DESIGN MO LOADS SHALL K DE WNW A6 PER SECTION 1WOOil THE A•OIIE YDMOO O CODE. ••G.-D ' i .� -- ----'- =_--'2.500' (EFPECRYE WIO1N)-- _ __..- - .. -� I :'�.SOO• r`._... --- .._---. i6. H16• (TOTAL WOM) - _ -~.' - ' / / / a/ ACCORDANCE W"" THE 2020 (7a EDnION) of 111E noNNA BMLDINIo COO* (C) rw�+ �rs,� . _ __ - -1 1/4 TAPCON A IT FEMALE E MARFACI MLM E I.T.W. BURDDt. NC. - _ I MAN - ANCHORS: FOR CONC SEE SEE &OEOAE E 8H 10 A 0 • • 3• MAx FOR A ONtE SPEED AS ICTOR CO O. 71E ,aJ ASCIE 7 16 AN SIMLL NOTSHUTTERS WILL K MAXIMUM AIO - /14-10 PANEUAtC PER W O AND PAl1aWTE Plus ANOOR&, A6 MANtAACIURFD m [LCO W+hYRWR,pN PROOUC7S. f PO` - '"\ / ---~ �'eo• { , i\ rt3So' O' WQ� 6Ti� 1•�•' it n.600- �^t' WI. � FOR WOOD SEE KC -- ON SHEET to a 1, `_,__ - __. _ ', yN ry / s/4 - raR A txREcrloNMm cAcroN N•.oss. IlSINIo NdCE 7-,e Alto 9MLL NOT EXDED THE YAXMIM (As.O.) +/4'0TAD SOEWS ►ER N.o.s. / s�o - - f" - OE9GH PRESSURE MIN" INDICATED ON SHUTS 7 THRU 12. 14. 1S, 10. ,9 a 20. - 71WIT A s/r WOOD 1 LW*i0. AS OSTROM BY ALL PONT SCREW. BOLT A SPECIALTY CO. / •. I I j i , � '� e o - -jam.- ------ �:-- _ O > S ORDERBE ro f4M 111E ABOVE CONOIION, ULTIMATE OESIGN 919N LdDE OE7L'IIIeNNED PER ASIDE 7-1• i + MAtl[G�R' ' • �� • O .-.... _ _... - 9RAL K FI1sT RFDIJCEO ro A8.0. D91OI RMD LOADS Br YULTiLYRLi 11EA1 Br 0.6 IN RIDER ro CA) fete" 1NIRAOm PDIEnWM INTO WOOD a TAMON ANCHORS SHALL K 1 1/2• AND 2• FOR ELCO POFMAVE PLUS '•• \ � / D.M., 2 3 4 + , , 1 � � 1- , , ij COMPAK THNE9E W/ MAX. (A.6.0) D9KN PRESSURE PAM= NDICATED ON SHIM 7 THRU 12. 14, 1S, 16. 19 a 20, AND PANELWLE FEMALE D /� -0 7.Be7' WL*V 71m / � 2.667' 9RAK 90 -, ' , , , , , �1,, O.WrNIUrANafa TAN Doi �° �) mac � 4 3 4 8 I i N " 0 '' C.7) YINaLNY THeEAOED POl1MTION OF LAC SCREW. INTO THE WOOD fRAAE INT SHWL K t 1 ' -'C� ` J'- 1YP \ 90 AM GILD J ��/ 2' •21ip' - / EDD 1Y'r7. \ p OALV. ) / f_Y_ t_- ,_.,___T__T___T_. r_ r__r___r__,/// r'-T--1'-T --1-•1` 1--T---T'•-T- '(----- $ N a CO "� 61 ORDER 70 VOOFY THAT ANCHORS ON THIS PLO. As TESTED WERE NOT OVER STRESSED, A 33X NiCKM N ALLOWABLE vOETNAHON cure srucl» sH/ALl K coH610FaK0 AS PArtr aP 711E IEQIAIED TWREADED • tION. �ED 2 I IIRW so INN9AIY BETAL N WRAC N[MY[D I /\ ACCESS FOR WIND LOADS 206 IIOL USED N 71KIR ANALYSES. rA&TDIDRS SPACING TO WOOD HAS SEEN 0[7DeMED N L. _ _ _ _ _ _ _ _ _ _ _ _ _µ'E L _ _ _ _ _ . �. A _ - .. _ _ _ _ _ _ _ .. , N.6' I I t�T ACCORDANCE TURN NA•s. 20T6. C.3) MOWN TOW DISTANCE Or tAO SO N, ROO WOOD SHALL K AS NOICAIM IN INS DA WINO A0. A STORY PAtEL'S ADEQUACY FOR "-AM AND WIND PFSISIAICE HAS KEN VCMED N ACCONDANCE WAIN 9ECITDN 1626 Or __ .__ _. ' _l.J-.H-..(_._._ L THE FENESTRATIONNtO6 tM LIONED �MKN�C. 2 A, /�PER HURRICANE EA1dr126 .O� ANC. NEP'ORTSK 2m •MO TASS-2a0 96-730 AND c.q SHOULD STUCCO SHALL DUST. AND I' LONG EH01 U REACH ,HE MAIN STRUCTURE STUCCO. �---- KMU SUCH PANOS.T +�• M - 1. _-.- ©---9.230•...-- --. 1•- r.330• ......� .. _. iti/1 ._- -- . __.. � / .:. .- _ __. v)` .� : _ - .- ._. E:I (� WIA&M PENETRATION Of WOW WPM SHALL K 5/8'. 0-20 SCREWS USED SHALL K LOW1 AS WELL AS MOW,w1 TEST W a SCUM FLORIDA REPORT /02+9,01-0 . AS PER TAS 201. TAS 202 AND A � � I A.� 2. ALL AttRMRLR DKtROSIan& 10 K a063-T6 ALLOY AND 1TDNDt. (uNLESs OTNDIRKE NOTED). SEE SHEET 2. FAS 203 STANDARDS. c.$) R OAK THAT PRECAST 9tONE. OR ENOUGH PANIC" WINCH T PANEL9, RUCTSTUCCO OR 00 UC14 PO K AOtAAD d THE F31atINo STORM PANEL END STORY PANEL _ .. I `y A- (T.i ANCHORAGE LMLL K AS 10DITIONED IN CA). C.2) a CA) '�- - 7C t6Y- � � � � '� * `+ / 3. ALL ALKLANUY SHEET METAL U9FD AT CLOSURES SHALL HAVE J705-N1• ALLfT' (D) AIN.YOV6 fNAll K wSEAItEO FOLLOWING ALL or 111E AND SPECIFICATIONS d' RE ANCHOR'S MANUFACTUWA. ••y( f2s0�. 2.T6Y ���,�. `. / j Q) + .I- -- I STEEL DSWHADON W/FY- 68.6 W (AREA ROLLED). 1// �h[YI[Otl✓ 1 .,00•._.�......_ too- �.•�. * .i:7pp•'r/,.. --''• = iglz p .I I CT PAPAS r�\ 1 "- �DI-� PNIF15 W/ ' - -20v;•- - j ,�; C: r 4. ALL WEE, SHEET METAL PANELS SHALL HAVE STIP IC,URN. QUALITY STEEL ASTM A-633 GRME e0 MON". 0-60 ' ! I bV R APPLICI1BIi) W¢6NAIUTf OVEIj/p/6o.7- _ ... i -- u- v a PANELS Wr ALSO K INSTALLED INORZONTNLY rOLLOTRNK' tNStAW1ON DETAILS 9101NN ON SECTION 3 11w000N IO (SIEEfS . \ T. j I I 12 A 0 c,a ,/N 0A. -Al- ___�_._.l__Ll. ... f--- -'{III (SEE SECTIONS AS APPIICA6Lt) TO S. ALL scoters ro K STAINLESS REEL 304 tM 316 A61 6EC[5 art MMORON gE315TANT tNWED CAReoN STEEL A5 PER '� I CO3 , LU .vie• 3t3B .. SR .. ._ .... _.._ _.. �A _ _/_-.. _ _... __. ._ .. V . _ _ ,� ( THROUGH 6) EXCEPT THAT WA MR6 m a 0 WALL NOT K USED. R 3S. NUO 1•VlTEO f.6. 61110 A. Y.A. B01? W/ 7 A 3/32- 9. R SHALL L K THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE SNRK M - EIIE SHUM a TO K -1'' �+ 11N 600f6 W/ SO W YElO STRENGTH AND 110 W 1CNSWL STRENGTH a aHMl COMPLY W/ FLORIDA 61WDNG CODE ATTACHED TO 619U1E PROPER ANp,OR11Wf. THIS SHUTTER SHALL ONLY K ATTACHED TO CONCETE, 0.0CX ON WOOD iWAY[ �.a• .1 I (� �-• +� •. SEG'fION N1 .s.3w, 3.37Y 1.500•_ T-- 6. BOLTS TO K ASTM A-307 GALVANRED STEEL. OR AMI 304 SERIES STAINLESS STEEL WITH 36 ,W MINIMUM Y LD 6ULOIAa&. ` ! 003• OBT DN 2.1J26 :.coo• a, , GOAL 1 J j / , r ^ _ CJ ,O. EACH REG" STORY PANEL MTN LENGTHS OVER B'-S THROUGH 12•-4•. AS PER SECTIONS a, e. 9 a 10 AND K1EA7ATMS 6w, i'1S3!BO' I 2.1 - R s7/6" i i_._ .j i_ { �-,i 1j Y' � 7 ArACN0R6 TO TAPCOI ANCHORS MAN,AACTUED er I.I.W. BIaLEX, INC.Min. fc-31 •a u. TETMArt ro SECURE PANELS wm4 APPLICABLE REINFORCEMENT OINUIO P06005 tit /AIRRIGVIE 9ARHIHW r.- 2rl L_, _ _..._. _... .i28' `.. I I I i i j ,`�i•. > (y C? STRDIQIH. lL.. -JI ` + EO Q � _ FOLLOWS Be a 10 SE LE PA S. 8 IT 12 R[SCABLE EI OR CE RAVE L IiTLBIE AND NEARLY VISIBLE AAI6{YIG RISRIIICMG pWlDi GP j `t' ` � �' �' R a 376 . I 1 % - W ro Anst c POL._ CONrJIPP. ( Ir THE INSTALLATION COMRICTOR IS TO SEN/CALNx ALL 94MER COMPONDAT EDGES WHICH RDAWN IN CONT9RgUS CONTACT WITH t-- �• I - v' . / t a ) THE BULDN1r PgEVENi WON/RAIN eATRu9oHR LSOIIfTRK: VIEW DETAIL A ar L—Y.---- - o 0 0 - - -- o -- -- 5; 1 -... 12. STORM PANEL PWA ATION SHALL COMPLY wnH SPECS INDICATED 01 tHIS DRWK PLUS ANY BUI M AND ZONING PECULATION& ROLM= CORNER •DNS K PANELS y L-2.000•- - D.M.. 4 ,R• - JI -- .._-- -- -- ' < �=) I( �P3/ P IO'SET ANCHORS, A6 DISTR BUTED BY ALL POINT SCREW, gar A SPECIALTY CO. PNOAOEO D THE .AAAU9011C110N WIEK PERI9t E APPLIED TO. ENO UP w/ NDAIIED EDGE. IiAL o, 2 • . 3 r . 4 ®• ®• O I - J.. - - __1 a Yam:-•- ------ 1.611D •-- l Soo /. • A 7/6 CALA-N ANICHIDRs. A6 NAA PACtLI1ED BY 009ALT wc. wit. rc-3000 P.•I.) i - 014-10 PAMLAAIE FEMLE ID a PANELWTE PLUS ANCHORS. AS MWXACnM BY ELLV CONSTRUCTION MOOUCTS. /�y , � `y or 'J 'I. - (HMI. Yc••3360 p.•.1.) 13. (n) THIS PROOUCT EVALUATION DOGREM (P$I7.) PREPAED BY THIS OIGYEER Is GEHEIRC AND DOES NOT PROVIDE OOOP AWN (N,Ts) O h HEADER O U ttEADER O , ® ANGLE wlTit STUD IAK 4 + 5 4 8 r LJ. ' t/4'• CIF TAP -OW ANCHORS. AS A/WLXACIURED fV 17N-FAST CORPOM1gN (/'a.3600 Ps i.) FOR A S0E SPECRC PROXCT: I.,H. WHERE 1NE SITE C0N011gN4 OEVMTE i11GA 1TE P:E�O j_- _T V O O'�®' _ w _. -REVERSE � -- . 1 4, 2 4, 3 4. 4/4. S S. 7/5, � ' 9EE CU. WAO - 1 W 10. 2W 10. 3W 10, 4W 10, KT --•' (•) CON,LACT011 1a K Nr3PON91aE FOR THE 71tLECt10N, PINNCIWE AND INSTALLATION NaIARC lmE SALTY a THIS PIROOACT - B S AI) MINIMUM DAKDMENI OF TAPCOI ANCHORS INTO POURED CONCRETE SHALL K 1 3/4': 2' FOR PAMELWTE FEMALE BASED ON THIS P.E.D. PROMED M/SIE DOES NOT OEVATE FROM THE CONDITIONS OEIARtO ON I" DOCUMENT I_(__A 1/14 A 2/14 0 . .374' .374• ..� SW 10, eW 11 a 7W 11 / _-..__._ . M (i) E 0 .- _ _ 3RIG• '"ra o" Iw i �• lee 'n-10 .-..760•.- 1 ww / / / 1• TAN. '� < � C~ C / / / / IO AIIU PNNDWtE PLUS AND 1 1/.' F011 tt fIY-OPIP ANCHORS. C0IKTNIICTIDN SAFETY AT SITE E 11E CONTRACTOIP'S RESPONeeR.RY, r. ____ _ (- ,. -� •L __ 2-1-" J,YS' aN- 3a EE,XEE .---.... A4Cl1015: FOR CONCRETE SEE SCHEDULE ON 9NRT8 6 a 6.___._.-_._. A2) rxR-w A Sao -sir ANCI,OIB lalAu K nemDEo 7/s r4T0 THE PaIN1m CONCREI[ HIO [MB[OMFJVI INTO g) T1N5 PRODUCT Eb1lAAT10N OOCILNDNi 99t1 K CONSIDERED 91vALp E MODIFIED L_. _ f - yet . L 1 1T3�f stLo RALYm TD FOR wood SEE f[CtIOM ON 9N[ETs to r tt f}' s7uGco SHALL K PERMITTED. 1/4' 9-20 OE•ts USED 911A1t K I I/2 LDHO MN9RJM sNlo w STUCCO ExtST, ,.4on -- 3M ( �' O' I- MRL[ • u ,/2 aG x /q ND I' MIMIAUM FOR WALLS RAM NO STUCCO. AM WY K mEA= 9CRE11S OR ALL rAwADEO scov" w/o HEAD, (d) SITE SPECIFIC PROJECTS SHALL K PREPARED M A FLORIDA agesTERIED DAOwEER OR ARCHNECT RI4CH WILL KCoME THE I '�- i r � -- - `7 ,ail• ; '---�-T I.Sp- \ � " � 1-Elram WITH WING HUTS. ENGI EER a IIEWC (E.OAL) FOR THE PNO,ECf AND wHo WILL K MEePO8W FOR THE ,Wes 1.343• 062' IS110'L--t.-° aBo- GROPER USE a TIR rE.O. E1NtlNEEA or R[00110, ACT9IO As A oaacAlto EINOOEDI ro TIE y "M M --`7 II - 3• 1 I is• j gEGULAR STORM PANELS C1��Q ELEVATION A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAMLS, PAYMS, ANCCO oN WOOD BOARDS K FOUND ON THE v.[D. Do -W SHALL RIBM TO THIS LATTER THE SITE SPECIFIC DOOM FOR Itty N. 71W ,K7• I 1-J_- - . ow t- - _1 L _ ___..) N.T.S. EXISTING WALL OR F SHALL ANCHORS SEMI BE MENTIONED LNG THOUGH TO A2)�H THE MAIN STRUCTURE BDWOO 91CN tVE,W FAMEL oAwN I - AR..00, - •-- 2.000' _-I�- M.) - -- BE AND(•) THIS P.ED. HA BE /A IHE DATE AND ONONAL >EAL AIN sx2NT,AlE OF THE PppRSSI NAL ENnIEEII a NLCDIIO IIAT PI11pAR[D T. 7 O KEY HALE WASHER (9) ro PXSYNe NXXYGwIr •lS ■N, gel„ C-90 14. SHUTTER MANUFACTURER'S LABEL SHALL K LOCATED ON A READILY ASOJE LOCATION AT STORM • • 1/4• Ma. DAP - ,/4 r rAPGOH ANONRS AS wwNFAct~ BY 1. T. W. BLALDEX, INC. -.063' © Fe TRACK ANGLE e 3/8' FN TRACK © FLAT PLATED PANEL SHUTTER N ACCORDANCE WITH SECTION ,708.9.3 OF FLORIDA BUILDING CODE. ONE LOBEl 2- 1/4' • . 7/6• CALA-N ANCHORS, A6 MNOKACRJIIED BY OEWALT INC. (MN. ro-1s0O P.•.I.) SHALL K PLACED rOR IDOEDY OPCNNC. lAKUNG TO COMPLY WITH SECTION t7'o9A4 OF THE I OD3•' Own.) I'^DN• o�-\/ Z 4 w 1wtTt1 STUD Owes, OVaR- .I IeIGIE LPILEY) - ,/4'• X 3/4• MUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT a SPECALTY CO. FLORIDA aALDNG COD. i GALVARZED O*j-,�M- -,;-j"-o /, -_._ _ (MIN. r-IB00 P.O.) 11I6 ORMIINO SHALL ONLY K USED ro M.. u' LDllc I. .. - ..i Ea A' TK[/t - I/4-,0 PAAELAAR FEMALE ID AND PAMLAATE PLUS ANCHORS. AS M4WNFAIC7l111ED BY [ECU COMSTRINC't10N 1N/1N11 =. PEIbm IN THE STATE OF FL.OIIMI � ' '' EN .. 'v /P4& TAP --.DRIP �7ANCIOIE.I.K IMIIUiAC1URID By 7Ru-FAST CORPORATION �.ER A. T/(fir .3 is'• x7e•• - -`�•Q,.1. 1/4. rLORIDA WJK DING CODE NI h Veloc Nurrlcone zon. I I. _. ND. 44161 MAIL cAv �r(�! p:...... l 6.1) MINIMUM [,iEOM[N1 OF TAPCON ANCHORS. FLCO PARELWTES AND Cr TAP -GRIP ANCNOR. INTO ME uC .376' •� �,6Lo0RURt SALL K 1 1/4-_ r •9,s ILXM AC 20 am GALVANIM STIEL STORM FARM NA � _}-`. *: # FLORIDA BUILDING CODE h Veloci NurrlaOno Zone --1� -o FLMM BUILDING CODE V•loc NurAcem Z•ne6.2) CALIC-IN R SOUO-SET ANCHORS 9 4XL K EMKODED 7/B• NTO THE CONCRETE BLOCK LW W OIL - �', �STA OFT L E C O INS. a/s/ss oas TEo "WOW Nul � ar rwN ATE .me +,uaa rc .41 20 GAGE GALVANIZED SnIL STORM PANEL Iwwi er. i 44167 : 4oY• nMaa •c 20 GAGE GALVAMM SiM STORY /Alfa EIXIST. � TT FVwRW c0E11�15. M/1H NO20 S USED SHALL K 1 i 2• LONG MINIMUM uoBAL PwTEcTIDN 2.000•---- •pE.TAtL,`1i '• PILO * �.* 9F: PRODUCTS, UDC ® __ _ ® F wilA/Io1• - Tk Nplye" CW- .9D sit.. lie, S OPTS. ATE - L. E C / IL. E C O roe. PROTECTION PRODUCTS. LLC. a/ -, O roe. GLOBAL PROTECTION PRODUCTS, U.C. DOD Al'20 D1 H. •W nwnaw. r laL; ts4)♦•-t9a rAn twA-rnr 20-17B $wX7'X1 /4' ----- «N 3, , 911Qi �)O. �OAMSL 1L m"Ag7 ..N" N.. �ss ••••• rw-R.".." 0R•r,9 w•• w WMNAN N► ALTB9MTR91Y. CFI[ wwo cur W/oMr - / J o,}, A�w,.w tI�A,w nlOHc P9+N•A-7N4 F�NC. (9N)M•-6F•7 20-178 .<•''.- ORj A. Fr MA. A pits: (tl4)WI►7WM FOR, MNMEb•an 20-176 /ON E W rAN,rp A T4u ♦.. ►.E Ie - ALUMINUM ANGLEIIOrOUR•C 9Raa r/ AOaTIGNAL // h' . , _,d .1 , PW w.-,w, ��' • .Aw AN.MIA . I. , (M Fn-wit owwo NA: 91Qt . a s • 7/r4A3/3r tWM,a (BAIRE9B p.,OWaU ,ewsM HP S • N •• OA-OON7u r„ 9EEl M ATtlta rtA1E0 STr61. L fAL/•aRtMW/MT[ A ♦. 1L tlXai 2 M f wRla A 7tut i_ r,L cell 7 or" z J INSTALLATION DETAILS FOR REGULAR PANELSa N1( t1A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES coma(,( lioMR PRPPEP=*M Be OONCOM #OCNM awem a ""am e S am a�WIRFINa q \!----E.D.- COSME MGgl19(M stwema , PDLIBED I SHEETS I IVAOLaHaN IO\ `.O OOQCaNtWAEa \ i - /4. I{=- A-- 7 i l 1 � I .� I i I 1 n EIBS19N POLICED Eb. , i *'0.' WWI 1 ^ I I $' w9Tr`r'Ps i 0 I 6' ROW. i 1 o,i.A I tD 4,Aa I t001H9.�1 I eAa '..:._.?,.--.i. - I. ..:V. ----. --- I. - _.T I 1 i K ; I I 0 }g ; 1 1 1 A 1 I ,. ..� I 77 ; iMo= Oft ��•'w,2A3I• j I Til6 AR II 1 ; 1 /A Al , Nanw0 • POAIREQ_; E.I / / f- I A.M. 1 tl ,/Y• O.a DONOEIE GLOM I 1 I RIDURED. 1I,� , I2 yr ac r 1 - -- fJ71 0•T L- i.D - - 9TAW poi lm W/�SRIo—I 0,HPA_ a O - COIICt1[T[ AHN1010 w�Ql9 9TMAIBMK N >�a 6 *�'''M n WALL CrIUlIQ Am . , A' • AI. ♦� wa- I --4- . • —__.1 I a 1 1 \ ` , I IYIA i 1m,4. ;\ \ \ 1 - a 1 N LION aw • 6 u ,/r O.e. 1 ' lsN . 12 ,\/)9' oN: 9p1��/ All we • 1 W I I I /� { T, 9� SO�AL �FCA 1•r. , ; t so �% I a ous I t% I p1pAM I i i a, 1 1 1 e,a , I I H I M 1/E• OL• 1- -- _•r. M ; N Etweep � .: TO t ; 12 vr= : \ - - - "- _I Coma" , eLDeN ` 45* .......__._._. _ ..I 1/2 ' T mmum. { 1/2' % r 1 Ma19 a iH9aRN`N pit , ,yM• • W�EX7& iwW11aN 0)\ 4L • E. a& tm, GD. - EDGE DffVMM (SEES BCMEDLAEstYEDKA.E) + 1IO1L Port COIIBelA110N N' A'rJ-11N1M6 TOP A BOTTOM MOUNTINGS CAN K y,_ COMM IN ANY WAY TO SWT ANY 1 INSTALLATION, r-�ArtnaMa wwaa ADll ut a a AI-0! � aw SpIt"I ON OHM a a e) Q4 9CH11" p _.._r ♦ ,/-- - 1 I I E ' I` I i ...� . \ I \ e r 1 , i O Aa o KOCK i b REOumm I ; 1.. - .._ _. I.-. L.�___... h1 - - �T" .._ - .._ . .... -..h P 1 I Mn . �v I 1 • 1 �•1 1 4,A•9 a DIBWIE-� 1 I sus r99 r - --- ..A r I a a�iL 1 j,Q„ li I ^ i ,ol, 1-0 W 1 �v' \ BI K I I S 1 I d I /; 1 i 1 1. 1 , r , , "/ COMM PLXAIEW ' E.D. f" ; I CONCNM rAaANG[a�Tt i I [%EYING PdMIW, I EL. ✓. 1 FXNORER ter '/ I ; CONCRETE KOCN 1 I AEOANE'0. ` -At oMR-a oR--�--_._, ,, ON a Mo whiner r1 oDNa9R NKDFMRs FW9 art Mt tIX ONU lea SRXWOAE a j�a9 a 0) ON wars 9 Resew, e) /. /. WALE 3/9., ---�j � Dapm • NEW ,' WIDE . VARE3 . 1/6• if rl= NARL TUBE oR 1• . <---.^% _ ' /_._ / P.1'. wooD Purt SOACER -.A- I' / • NEW I• WOE A WM . 1/6' % I ..O _ AM TUBE OR I*. OM % ! I 1 . • 01 I..p T._Woao , SN,CDK 1 e sE,wR+ CONCR[a ANCHORS / I I I J tDR•IOUa1W »-I 1 JIMOK L.. fl I p - I c_ —MRNW�----I EXISI,NO dl- wit ON= Worm e eNAt t t�1• ARn. dIBLDGK� �,L�O„G 10111TIll I •) 3 Mel. REDUaED. n�Me�ft�MRRNA.M��y SOW BOTM TRACKS ADJACENT TO STUCCOI RANDS av,A ,s' I./T r' •�/ R .r-ee°Z' �� i '�A4 mr TUN,.. --Ay, eA -, _ - -_ 1'M ,,V _ - N Y•+ - SrAIIE W W AA • +1 WW LSE..it..(J�Y11t ilaLirLYfr 1 FRI �w N:ALE i/lM1' /•� iZa:: Aw01 i ,V /1N'_RMa• I V, O\ I { T , ,iT, 1 \\ n,An (D-*\ I. v r. r.r ,a uAOA r, rA Ar - j 4 11% {�� i -�m I/r -I �,wlWil�l"it'Es.°"'RAw4 - ' CASE C (M.ANI __.i sGAu s/Ke-, CASED /,9-/• () TOIL[ 3 Wes/ 2)/��9y.Rys�• .... 3 '•" w AIR •- * od `. aii�it wIll ILA m E '-as' H•a el'~ BOTTOM Aa - A .V/ �sw,a® .eA we" Rena m N RRWr=If,A E.D. - EDGE OWANO M~ - s ,su (SEE SCHEDULE ON `O.1 Q'D CASE F IPLANI SHEETS a A 9)\- 1 1, 1 -/ �''� •' SGtE 3/,e-iT' NOT[ TOR CDIIaNATNYI OP SECT .. TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY CASE E [PLAN) INSTALLATION. BHYL J/IMtr ) INSTALLATION DETAILS FOR REGULAR PANELS(b & (a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ED �pOU9Ep pQ1AED ___-_..----_-NNCHM FOR CONCRETE fEE SCHEDULE Ow OHM 9______ _.--'---� [--W CONGER ROCt r Dlr CONCRETE BLOCL ;. -.Oij =K%. BIDCL 13' Ye.. FOL 6W000 SEE SECILINS OR tDFET 12 r wl LtQ1Al- O 1 A1LtT tIEOUINItp tloNmuAt oN I REOUINUED fGKauw �,•r IMIL O.per-1 naLE wALLq Ai 169RLL wit I• -1 -'ae R9 �muLc w �..- o"9) , - alit •Ya .--- I 1 I ,, i 9Hm 9 _ i I Bw --- I j t1. --, I� 1 �� I �1 - I 7 i i } 11 i I 1- -I I T I I I ' ; \ ' � I i' i�i i ! I; I it i ' I I I I, I H I I I I 1 1 f b0R I AI �. �� I I L. l; ,I I j III I I OF Y' • 0 I * \ I ; \ i 3 . I �. ' L ..,V-- .- s Sul �_ rl MAX ..� , •� �` 1 i . ` . :' i i t )' ! i I �%'beoLn �i i i I i �f �i i... ' -I•' 1 � TT �{i . I -I - � t 3 I i 1" r "T-`H ' i �i d 1 I i I i I, OR • San I �t1-" I ! s raenRerm I I I r a 8 S r.y q,• !, IM' ear. , , -! q-t I 'I : i ; - I.- oAA i Is ► I- y s ;t� I' i 1 1 M 9II¢T 0 ; , e ; am a 1 T_ L. I I , ; I 1 1 1 I H I l I l _-_i. ..il I _ ,._ ��1 ....... I - _ , ,.1. ,Box I i' / ;i�.TN-m• _I-H, 8 I+pkft 9`-._ � N _. � I. ( IT ,-iI , i I II! 1 I ; , li' i i f or *V I 17r 1(IO Fwl • uw .i __...._ _._..._..i I17iwtiwT EAtXK f.__ .------H dFy�Qp �K7ia'wr ua F _.___._ 1 I b ! ! i ! i i I 1 i I i I I ! I! IOASNr _- - 1•ar -- - _ f ^ OT-,aYJM__._ .._ ..J'__ I r I I 1 l ! I I I III I III ' ...__._ ,�-. OI , i I - - : , i - v q,w ��r -- I It -_ - i- I i :A° I BOB i �►. i i OF 0 -1 36X i� ~; r MGL -. D.Y..®a ® %B 4r i • MAY,. j ; OF t' I I MAX . i V I• ern. ' Z,. I -� ' ANCHORS: FOR CONCRETE SK SCHEDULE ON SHEET I -. �_.__. �.. i � ,f!,,. /i%i• , ,. I. , MARK - FOR WOOD SEE SECTIONS ON SHUT 17 .•' iv I tr I ; I t.. ! % I ; i ✓ i I %• I jfICNILE 3/32'•_i , I ' . . .. - -- - I/{' Wit. QAP rm. �T oo', _ 1. a.n 1 t�% r 3 4 sws�BET i DaL NT191er -, ' 1N+EYl (� --I 1H: f T -- -.I-------- - -- 4- • 12 //a D.C. i GOHIOEI[ AAOIORi - _ _ .... .. _.- __ .._v- AMC"= SMOOam COMM" NNXON ,.- � 0) qK 1/4, IM7( /'e, r/ 9ND Ou ommu ON I 1.Y SHIP 9) ---SHEET ) I _. 9P'� Bp EaaRLYIW+c a SECTION A -A fTyFs.i .__. EYOHCNE,E an - - ,E RREW art araLwao BLDpI ft. 3 o:1 91Oa A00,AI1Lo SCALE J 1 SONS 3/•-1 9CNE.. PIMLOM 1 . E.D.O.FOR •EDGE 016TM9CE NO'�-'rd N CF SERA. (SEE SCHEDULE ON TOP * BOTTOM MOUNTINGS CAN SE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTAIAATgN. fL01aDA BUILDING CODE Cn �^�' L.W CD CD U) CL CL (3) =3 cu 0 LL U a) ■ ata)aNa� M� ■ . ■ LU 2 Z Z Z Q J a_ SHEET NO. SH 1,0. MCMW NMi Sim I. a.• WALL AND FLOOR MOUNTING INSTALLATION FOR P IN4"'fldw'MRNP r-6-___.__ SPLIT PANELS 1 ' Mr. WNLIJON SE mcwtl a 10 uu. aAa. MN, MA3ION WAN M) • REOumm 60" TIME MALKIN - 4 4•-4r 2". r . ,/Ir > 4•-r To 11-6' 2". 4• . 1/6' MM!°J.F6 �1R90F1 rImWR R'M° 1►IM�I�MM�OLLM2•La0.0 07•ILL4OM•ILONil_. OIIOfILD 1 WAl2 ]/Ml' NOTC 1ALLIOM uFI ALSO ME ►I6TA3m W/o STORM PNOX " 70P R Mtrt1w W T1MT IN ■ lOFA/ED Ar TOP OR MOTION or OPE3M10. 1oNt PAEL W= N/ 1116[ TOR a 90"TONO DWAl1A7lm11 - ALTERNAn& 1W MGIL 1/4• . 1' WSTILLA LIVE - WALL 1/4- - I• NOM: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +56.5, -72.0 P.a.f. AND PANEL'S LENGTH UP TO OD 8'-8'. 2. FOR NEW WOFRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PIE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SECTION Y-Y iwa �mi&RR6» 1■ "M' R■8�l�■irili1"! 111. DTI A - AN.- �nA1 1 SEW _ t. IrAIE 1 .r f:EY1/EO ! 1" YO( NTM WILL t FI.00! IIOIr1TWO Y6STAllA71ON - ALTEIMAI(IVE AW INSTAl1AT10YS - LLTESMA7IYE sW (SECTION AT TOP a Umm TO +6S,5-67D MAX. X*L' 1/4- . 1- A.S.D. OE910N NIESSAIE WING) IM21LL, 1/4' . 1' 7 aS" A.A•q,p eA i 3Y .IA Ai p �1 a143A ANN EUmt.ligukmmL Y63T1LLATION - SECTION AAW WAAt: 1/4• . 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (Ryfa) AND CORRESP DING MAXIMUM PANEL LENGTH "C" SCHEDULE NMA HN.r N,A AA,w A/SI AH•TII YAru,AwAle a IIOK 1 N ReNewar- As. THUS .SAa -7210 7•-r R USE 2 1/4• WAMW 1 TNw l A 7 +GIs -72.0 >r-r To r-r N_ 2 3/r ,M•Om 1 THIS; 6 a 7 .MIDI -Tj0 W_r To III-2' wR a ,/r • mrMpL7�OYqOoN�w a +43A, -•ta i2'-4• OR Um I/S• • N OLEIAAP7 a 94 ,0 • 101.110 W/ 1/4•F2N1• IS. LV a WWOMT A MOW a MMMOW O FN8 MXIMUM A.S.D. DESIGN PRESSURE RATING .m.f.) AND CORRESPONDING IWIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n & _Q INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUGn= nun arm NOR rA1Aasl7A a ffim AllATtras AN AWR aectr,ra , 7,iM 7 er, NNrn:.. w, M11MN Aso. 1taOw PATOIS N) NAWAN WRONG WV=o FOR CA . a ,/r •• 1samums 0PUMM"IQ F! MI! OF THEW N MSS" FOR LOON 1• (Aa SrN3N ff THIN -HAP CA"-M rw131w6E raw" o F1MHmno[ rILA 16 comem aOMCA[7[ To comomm CONOORM SLmr 10 mmm N� I*C6NO m CONOMME SWOOK 70 comm E a m "/A N/A N/A r "/A r NIA a' KA I (Tan r S WA WA r r IF r r r I (WnaO r N/A N/A WA r R/A a' WA r N/A 2 OOP) r MA "/A WA r WA p' TVA r N/A 2 (WRING *SSA -72.0 R MSS r WA N/A N/A a' N/A P' WA r N/A a A♦ (1a►) T-r OR Los r r N/A N/A a• r 6' 6• P r a (Mmoo r N/A WA N/A r WA r N/A a• N/A 7 Oar) r a• N/A R/A r it a' r r r 4 a 7 OWnClN7 "/A N/A 12 yr 6 1/4` 121/2- 11/4- 6 1/4• a 1/4• 6 1/•• a 1/4, S (roP/WTTON) SIN WIDE 10 a 11 FOR MCMM TWK A WACMIa FOR MW WKM AND Wm PWW •I6P9. IMAM MOOR S YOW SO MUM INSE DPWO[ AN I== R DO ORMAL FOR E.D. LM it" so== R sWam u AMC[ AIIINWR UPWARD WfaLTALTIR anraW NOw ofso""Sr INSFg1CWM NCMW IRS 1M OISAOBN 10 K POpOIL MKIM VMM OSSaltI UNIONS "CTON Awl .101 K M E TNW NNAN MOM n00%= HMI Hal ANCHOR T'IR A ANCHORS LOOM AIpM Art V•1 MroN 1 1 1 1 41 1/41 AA -A �41 7Nao s AP•w 0< mom 0.0m DO 3 3 3 3 ! ,n 3 ••W" ,NO NF DARN. ,iN 3 a 3 3 3 aA, =a.N w f . J ,n 3, 3 1n am CL Beer mmgIIIILSR I lIr I3 - 6 'I 'HI 2� 1/4• at IN LaNplls UP TO r-r W. R /I14-10 NNOAAOE FEMALE D OR IHIIt111A[ Pll6 • 1t t/S' a r ,111" T f I i I A 1/2' MUD 11a►M WOOD PLAN IbROM 0/ E10RMa N000 m FR AA LaFIORW v " r-r M... DIRE $CA.1 E ] I,AM L� 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP 70 +55.5• -72.0 PSF AND PANEL'S LENGTH UP TO W-W. 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUHERN PMIE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP Ht BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION INTO IORf6K�' DETAILS 6: REGULAR L EXISTING WOOD STRUCTURES fI FQ I ♦s MMMML.J.L� DO Ow w111N y� �I%I�wgi �i ©• ul lw FOR MIA. INkVQM i 1 �I�.� • � fil Q "Sell fta 76'• II 4 I1171' ftm INSURED 111 � la Ill 14 • .•, . . i 1,•1.Ir• Ii am:' •.T 1. 1:>ti.-:7mm (VALID ONLY FOR PANELS As PER SECt1ONs 1 rpm 10. ON SHEETS 4. 6 a 61 MAN" UM M OCNM WWA M MR LA.. 3 1/2' - Aaa pall" TA/CON of IN -OW ou-0 M16NW" nbu m M1aWR MLe bow MET AppUCMlUE TO a FIRNNW Mad 70 COMCRIM to CCIK7tt[ SUCION To CONCAIM TO o0mmm STOCK TO Ca1cwm To OOIICR7L ILOOR TO Comall E memm INJ1�Af' To CONCRETE To CONCRETE INOCO TO COFowm ro CONCR" KOOI �MMMT6 +Iw or 11WA Loam %, "L) 6' N/A N/A N/A I. N/A W N/A 6' N/A N/A N/A 1 (TOM a" 4' N/A N/A 6' 6• e• r 6" I• N/A N/A 1 (BOTTOM) a" N/A N/A N/A 6' N/A 6' N/A 6• N/A N/A N/A 2 (TOP) 6• N/A N/A N/A I` N/A S• N/A S` N/A N/A N/A 2 (IOTTOM) S6A, -no 6• N/A WA N/A 6• N/A 6• N/A B• N/A N/A N/A 3 a 4 (TOP) >7'-6' To r-r OR LESS 6' 4' N/A N/A e` e' r e• a" e' N/A w/A 3 (eoTTOM) 6' N/A N/A N/A 6• N/A r N/A 6• N/A N/A N/A 7 (TOP) 9' 4• N/A N/A 6' 1. r 6" 6' N/A N/A 4 A 7 (BOTTOM) N/A N/A 12 1/2• 6 1/4• 12 1/2' 6 1/4- 6 1/4- 6 1/4, 6 1/4' 11/4• N/A N/A S (W/BOTTON) I0.0. -63.3 N/A N/A 12 1/2' 6 1/4• 12 1/2• 6 1/4• 11/4' 6 1/4• 0 1/4' 6 1/4- N/A N/A 6 (1OP/60TTOI1) '-I• TO 11'-r 66.0, -72.0 N/A N/A 6 1/4• N/A 6 1/4- N/A 6 1/4• 6 1/4• a 1/{' 6 1/4' N/A N/A 6 (TO►/BOTTOM) •-6• TO 11'-2- N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4• a 1/4, 6 1/4" 4 S. 10 (TOP) 43A -46.0 6' 4' N/A N/A N/A N/A N/A N/A 6• r 6 1/4' S 1/4` a (IITTOM) 12'-4. OR LEES r 4' N/A N/A N/A N/A N/A N/A 6' I" 6 1/4' a ,/{' 9 (BOTTOM) OR LESS N/A I N/A I N/A I N/A I N/A N/A N/A N/A 6 1/4• 6 1/4' 1 6 1/4" a 1/4• 10 (LOTION) SEE INSISTS la ,1 AID 12 FOR ANCHOR IYPE a IPACM FOR M FULLAIORO INTO WOO FM C •YaalD. "MAN ANCHOR VM M6 AND M/MM SDOE OWN= AM NOIGRO OR IN* SCHMAG TOR La LM I" PRIMED OR SCHUXAE RPCE ANCHOR PAM IN WLmYMD DACAD SHOWN ON SCHEDULE M M Fo13DMR FACTORS. FOR INNS OPERATION A IS rOOIKL MICED SPACING olumm UIal6 •ACTOR SHALL NOT SE U M6 THAN W"N MMOO M MOATO !OR LAM ANCHOR WAS AT MOM MICRO AUM TOR - t/41_ 1/4'S Cf_ //41 V41 tp1 1/4-..1~ fgD-R1 Owipw A w I3YR•al M1, AIWOM WAM OJ ••AMAarNIN IAA.Y P.a 3 3 J 3 3 3 ,/3 pa,.1y OIA,AIA w h7 3 3 3 ,/2 3 In 4 3 ,n AHv am am" ►A'o TOR I 1 - ! AO 4A7 r ,m ,m - ,m aI - 3 i - - 1m - fm .40 P 1M10 PAIaMA7Epmi a t s o4 to E706T" WOOD tNBIODt I 4e w_0p_ = 1 OD NEAOER .. r N1�"FAOER WO -- '/- '' � � AEpMRO I I I 11 M MCfAIAL R � /Q RN{dRE R • a QT a FR �ivwRN FORro NJM. TO OLAMA _ Nm. PANG Lmmrm 1/4Y•3w/ LE., ' (MEN NOTE 1) 1/•Y-3R1 l_* aY/f3.r./ 1/aY I Ms �/ 7/M11 • J � f Mrf a3tNAr I , 1 OF • f .� NN1N NAVE 4- w000 AMR I � �"6M"3"fr3Yrr101: i , 1 H •i 1 I I 1,' l!Ih10 IAMEI2MTI PLUS w000ll. is KWID{ I --_4• acPo1RM1I1 i• i i f ..�I NO WON 0/ MAR _... 1/40 LAG 1CRMS • 6` aC STAORNtD W/ --L`!yL -1 HATr•"�'NYOWOTNN OF PlA7E EOM" 1' •I%6i s/e.1 1. INSTALLATIONS FOR ALTERINTMM Be. OW a IOR ONLY VALID FOR BUILDINGS WTH AS.D. DESIGN LOADS UP TO +43.6, -46.0 p.A.T. AND PANEL'S LENGTH UP TO 12'-4•r4Q L FOR NEW WOOD FRAME CONSfRUICTIO N: WOOD MEMBERS TO BE SOUTHERN PINE W 2, W, SP-- DENSITY OF 0.53 OR EOUA_ TOP B BOTTOM MOUWINCS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 4-10 PNIDAbm PWS a 1 4' O.C. r/ 1 7/6• WA�® POlTMT1oN ro t3as Ww. I aR WHO" an SWEET a MR M. SEPRA DION ro KARL _�-y 1 b-3W„• $a., I A/ 7nM1 Nat. PAN& UMOTH (SEE "ONE 1) I I 50 r ' W1= d I I � tl ,I • 11 . �7 IJ _A 1 i ."7Lr I15 As 1•,i, r N N CQ N U N OL � O co :3 cu O cu cn O O LL. _ W 4 H c -Q ._ cn �- < ,N t' N O N O cn .O L (O U � N Y C N VI •� W L •� tz (.L t: Q • IC R3 � w 63.- F_ c (a In O O •P•• W CONgtTE nic"= CONCIlm ANCHOR FOR CONCRETE AI CHIN Q SOBOW OR Slt[1 I+, CM SOItOat G" ILe" "N' °" _ Fo" ME'E"°" o" N1K1 16 L R tw/ts 1 1 8 "LD(�p""A„a 8 1 1 1 8 A` 'c 8 1 INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM slHgT N)�- J ►a n coomm Iy� \ J 1/1 2/4. W4. J/4 at 1/4 1, 2 « 1W/tS � � r � ,� -.._ 1'-0 _ AT LINO FM/BY AT ENO PANEL I/4 M Lm a 2 e6 6 r oc r/ 60D. 400 sTws H I roo WOR RAoa INTO EXISTING WOOD STRUCTURES 0. cl '�`r , , rN. nNEAom roc"NnR I cn \ I ( STUDS a EVERY 3• r.. (171WE 10 0 ,` .1 - DYrmAr N 'i 1 V/ IHy�Ny���y�l 70 4e. - , 11P N .Wf"3'10N I j IeTO'�a1M� I (DOD MN6j oNIDED" CD c3N,D10" rMlw t1 1 1 (111 BD ►ALIT ` _ .. _ . . 'riRrr°�r i d l7 N�iciMir i d 71 ' / / t` I 2 ro a" S ITYo • " ,I�2 "oa lnD o +: I/'N�oa 1 1 N 1 I I 10111 Ef IM tOH� 4 i �3 1 oc - t HHACIW( ®� f �� I tE S1 L6, IN1ERgR PINES ENO PANEL ®EW B i E IW�OtAt 'tom I - ,/4• fi[ 1 I 11 NTpllpt PANEL Do DAIIEL }Na.� a _ roR (�'(R ;�" Et �- ANCHOR ,wcNR -� n IE F0N r- �MNE°cu OR ONELi MOUNT MIA1,Wm aPAOING � Mr. ANCHOR MAID AtHEJi011 I g _ j f �_ MPMGWm sP4cAFD I I I w 16FATNN - r-r wM.- ___ ---- � ,•-r MM. _ IRCIAIWD�O°' DETAIL 1 : WALL MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (A_PPUCABLE TO SCHEDULE 2) ��a+3.3/a2 O I �: ,• Bour 3/,r - r SOt.L• 3/,r . I• WW rR 6 DIOe,' ' I 1/TER MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.i ANDjL:r_) I R ALTERNATIVE IVE 1 ALTERNATIVE 2 )USED CONCOM CD CD• • E/,q A N , W,e/ta) NL D,D or MAXIMUM A.S.R.A S.D. DESIGN PRESSURE RATING ••f. AND CORRESPONDING q_ MAXIMUM PANEL LENGTH L SCHEDULE 1 , ..., ININ.M Olt CONCRETTMLaa ;/ I I ' CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Q FOR OtT ,/( • j- I Rl ( 1 oa Q R I r I r (�03: away TO .(Chews 1 a 2 NINL'A_Rn Fiifi.)FE SAfE1Y aTONt P4RI. A�4 AA,3/a a 4/4 1, 2: R hw/ts 1, x ! tw/ts INSTALLATIONS INTO CONCRETE !CONCRETE BLOCK STRUCTURES sYmM oN sNEaT ,]7- I ,. ' ALTUNATE LOCATION HNIIMA AaA o�,l W ►rY UNINH wrr EswN,n, NNY on �E q I I -J ON LIE SAFE" ►ANSI L- 4OHmAr a 1 El1W/ WAL Maw l•.ONDBtINS TOP ! a07T011 W., FA . ] ,/f • �S�M � � "wc oD"N"M _ "o'mir.I• r/ND LIFE sME7Y P/AIQS `.._ _...._-r. E 144n, OCAMOM Of .. - � Mort iR1A6� WAXIM N ASA 7A0011 v /M-i oMIH-M NM6NR FOIE o "MANE NN mouwm 10 .M.a -7u r-r E 3/•• ,1„EaYO w I ', (- r , r R V Twom (SEE NOTE t on" II[CIIOIi / • MIIMN POOL EO _. SD:OW) • LAST ►AIa m ro K M+•TAALED PR2MN3E ro t1ollOWf[ ro DaFIOM1E ro ca1Nu[,c 10 ro H`AI/RN710M LONOM t• (6) I - OOIICIEI[ AFICIOR /:� /, ,.: i LIFE Sam vim OPDON SMNA INAOR W wICN SLDON a rTINT WE W62T IS FOR monies M A 1WICW MR onv HORN on TOW RMi WARM � R an IaSREETHm" " �, Em6H�� spa A.1TAK N CD I{IWlOta W IWM tMNMp LA, 1E19 „4w t"oHO1TN TIIN1m1a" IWUCt ANCHOR IrAOIO •Y OOLiPLNR aPMNY1R I E I E0 / \� sNm 14) nDINI[o 1ON,3W1E 4 4M, ,7WOOgM)ON &I FOR ro ME I&VI N MIENOm 8' N/A N/A N/A 6' WA e• N/A O• N/A , a: 2 i \ T•i ..._ ONO. T16'SIIIKD �,. ro SE t1,S7AlLED R ADtou® FROM INYOE S6.o, -72.0 I'-0• q1 LESS OAR"" 3090 E 9r M reumm FACONS. no Do 11PD1A/ON 10 K Pos"L RouctA aFMOMm anAAA6 uaMNa rAFAaII RIVAL NOT K "s tT,wF rWAAN aNCMo O L9"elR wIDFHDIW �' or sTWwItR1E 1,: �2 r 7 M• r •• M/ M' r • •• 1 (BOTTOM) _ �� RNnuP�rt \''• TOW Full ala7 H7 `�'O' ELEVATION +W0 -72.0 M• N A N/A MIA 6• 7N' A • r •A r NSA 1' a(�om)l I•-O' TO r-b` NODDED TOWN GON MOI011 TPE A AICIOR LEGGIN. / / IL - WALL WUfMWG �ALL AND iIODR MOUNTIND INSTALlATK1N TIFJILE ]/sa'., 1 41 1/41 , 41 At1INq TMl SECTION 1 SCALE 7/6' • , -SECTION 2 SCALE: 3/I' . t ,/• Na w ®®°A t '/+' IHA +66 O -72A / / / / il/ / (TOP) Y-r to I' I uraoi s sr�Wr 3N► N w r 1• •• 6• •• 6' e' r r r , tM07TOM) lA, SIERRA Nam 3 3 3 3 2 1/2 I' ; -_^ ' a= ON LEI SAFETY WORM PAMEL SYSTEM INSTALLATION, 4 AMA.Awp Sv 3 a 3 3 3 � h I B C••A ALTERNATIVE 3 ALTERNATIVE 4 V -- '""A4 NM OO 3 3 3 ,/3 3 /n I. LIFE SAFETY INTERIM M PANES CAN K LOCPAWL LOIEDCATION A8 N I END PANEL (M6T OR LAST PANEL) 1 3t0rA1W3t ,H,` . r A 2 : ■/ 3IROR 3D�. CONDRlD16 Al RpT7OM F A Oft AS AN SNi[ROR PANEL. (ANY PALL tOtwigN N BETWEEN ENO MNELS). 8 ) MINOL al1pIAE ICOp, . 3 ,/r . HE m H� �� rwRgINm �.. ,/•'r LIo 9CAOR 6 r &C. W/ I I/rcn UFE SAFELY /AIDS MAY ON MAY NOT BE INSTALLED ADJACENT TO REOUWL PAFELS - - M , , a x - - _ � "La TIWOWm PlKDM1YI ON ES � (W/ OR W/O KCUTAR TR CIOL) _ _ _ _ \ I/4ia.1/r LOIN emm SUOwa W/ MA3WRN Ala I OWO. 4n• to FOI Ta► s FFINA tAN 3 W10 • r r FOI 1d a ApQ APPLI(A16LE 70 ! 'n'----_--- ._-- Aa I 'I ,/41-m.r u Ma 6 r as R ca :, TAR sAFErr PAFEt tml19rsts of D.o3a' cALWm2E0 I7TEiL LTOf6l PAW As SECTION B-B on" _ _ sEDTIDMs . g4DIAnA PMrrtL --r m gym.__ " - ,m A3 ,/4.3-m NNnw,c row" o R ALTERNATIVE WOOD FRAME CONDITIONS ANCHOR LOCATIONS M rROSMR LEI107N V (R.) -- _.,.. .... _. _. FAO _ __'m PARM" Pali a r 0a r 1 ,/rPER T4,A SAID a/r . +' W THIS Lb lEf11 IIHEIF TO RE RFMOYFD OR INSTALLED FNOM THE MODE OF sHrr 2 or DRAWN*. SCALE 3/32 -,' i OF THU `'p p, j 3 , nArADm F17M27MTON " r0oa W"p1E STRUCTURE. ItMFwNAy ♦49.2 -41.5 r 4 1/2' I 4 , 2 (BOTTOM) 7'-S" OR LESD !•'�w•GEN�/ � rLATc NNMM : sNma rA3oa „an Nn,Fn IR gANT > SUE SAFETY REOJIREs TOP TACK To a rnMPONortma eoTlow TRADIt TO �p,TILL/T +52.8 -064 3' 3` 4' 4' 2 (IOTroM) 7-6' OR L23S t ALTERNATIVE 1W E�!",:,•,,lW BE a PER s41tE.'f 2 of TINS DRARRw. `ET- y� 'v ,�`'••; WALL MOUNTING INSTALLATION p Tll.V (27MP0FiM W INSTALLED MILL OR FLOOR MOUNTED FDIIAM7N0 9EC71oNs , ate'''`, EN�C ,Z .6a.0 -72.0 2 ,/2• 2 yr 4• 3 ,/2- 2 (RonOMI r-s• oR L►SS N0. 44187 7 ON�. AS WELL A! DUALS t a 2 ON MOUNT t4. 3 J •• •'• / /2' N/A N/A 2 (IpTTMO 7•-6' TO 6'-0• *:•EON" W . 1' 3�' JCENS�r ••'•. 4. MM. 1"NOTN FOR LAMP ELL AS 15'. F)NRLDA BURDW (.'ODE V1M6o1 Nu me Zone +56.0 -72.0 2 t 2' Y i 13M. ANCHOR SMCNm FOA COi1PONEM 4)ANCNOMD[ AT BOTTOM O GIVEN ON NO. amw IA1aOq MHC rr•. +55.0 -72.0 N/A WA 3' 3' 2 ( 7-6' TO 6'-6' F aAQA(�6; AM A 51EEL (HighT P NMFF(Q6M ZOM 20 DACE GALVA(BZED STEEL STONY PANEL RIOOM ZAR6 SCHEDULES t 2. 61EET u. ! 20 DACE OALYAN2ED STEEL STONY PA6TELWARN 8" 1`; _OWN 4DIND iLTt60, HNa fi. „m3a „L1mA 3t rP, Q W. COMPONEFO MAY B[ PERMANENT OR 11E►IOVA6LL '2 'k ,SS QR10 � A ULLeONB AM ORLY MIND r0e OADMIOa WIT" ASA. Duo Law U► ro * '' Z PROTECM PRODUCT$ LLC• AW2 OLOM PROTECTION PRODUCTS, WC. om +ses. -TEA M Am PAIaY LamTw up To a' -a'. 5A. fi p10 AL PROTECIM PRODUCTS. LLC. OAR. s SEE DETAEs FOR 1MsrAUTIDM 6rto Wood FRAME BIRLDI+os oN SHEET 1S. - IL ECO 1M6. 9O •• oR IL E C O 1»C. .6m a21. !, "Aar IL E C O 1»t. 4Mp aA. N tsv7 2. rR NLW WON TAME oowITR1Il:TOM WOR NDISMWf 10 K aourNBM 'C(C'•••• •••• E . 4m as 01 sow Z SPACERS AT iRIOWS INSTALLED AOJ4CSM ANO BEYOND i0 SNCM/WOOD 6YND'L. Ff wr . ,MN%. a i Pw HP,_,M aWc rL sfal. / 10'%p D"It rL wH 44t wwO RN PANG w. 2. r/ rDO/O own 0► oao R mWa. SSI A�• o rL 3a314 _r aww TEN M.0-176 "A AA 3wrA A H ma (mme-7AL4 N" IIMSP-as7 20-176 lW3 6 SEE 814R'T s FOR OETAtL APPLICABLE ro THE N[CESSIIY FOR THE SN6TMUTgN of .if QNpI. r owlwLwaw NMIN (MQMI6-"4L NPc tw72M-a"T 20-178 I::�Pw w,w-N�i'. II.. Y,O A-w, "INC-wbC (»LIL»-tEM R13: (M41AEha733 3 w..�'�'in-,3r.I,., o,-,o, Q N u-aeM7ta - MHAs "" PL , /OATS ,A rt MAF'a- r.c SHOT Is r M -� Ps aEA/IINNNAt/aW[ A ♦.. P.L •A - aW21 u was A i., r,L 0=,. wit a SHEET N0. SH 1.1 I lINB■ SDI+ rBB B■ M0B111111 �_._.. ... __T__.xwCMO1s (SEE sec". ON SHEETS 17, 1& IB a 20)- ....-.--..____ 3• MAX. 3A/tt, q/,7. WIS. >S/1f. •S/1I, WAS. r MAY +' t11NI 6Aw/O. 7alr/,6 a w/w w/16, ssr/t6 a w/s6 t' Ir► b O O O O O7717 i I , TIF .�_.�+WL PANEL KITH 1i_. 1 I 1.. .." i _:..� 1 1__-1 _�- (lEE 9CN[D1 r µ-�e+IRE--� - r 1� t I?&-T""' - - Nx w usr • Raw RIa ;7wE MIN. aWMha. sAWh6 a w/BD whtb 77Wh6 a w/SD I• . OPTION #2 FOR UFE SAFETY STORM P NELi D ELEVATION SCALE 3/1r-,• tp- IAA. w SECTION A -A SCALE 3/tr-I' E WiTiPTIZE. 6•l4 n MAXIMUM A.S.O. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL TO CLASS CONOITgN RATING (p.a.T.) (SEE SECTIONS) 455.0, -72.0 V-B' 2 3/4• UNBOLTED .- TAPeoN ANCIOIQ POURED eo"orxm OR CONp1OE BLOCK NEOtIRm 11A.w�W. q I am we NIO NI , „ l ' 1 ' I � ' INSTALLATION DETAILS FOR OPI10IN INTO EXISTING PO RED CONC 1!4' TMCON ANCI10R6 CONCKM \ FOR LIFE SAFETY STORM PANEL SYSTEM OR CQNCRETE BLOCK STRUCTURES 4• TALON ANOgl16 ''//POURED P00opR,t1[tE00M'I OR CONCRETE } BLOCK rAmunm 1 CONCEEr00i71E�' I ` sum IEOIAKD I 1 IBOCM Rpxllm I ( I/•• {,i.y 1 0CON AN1oDRs e. 1 i I � SIG.• � I C0.• Yh q I 1► q ' ' M q i camPAW am M Wm , 1„I1 1q ORBS 1 GLASS I I- - ,Ir1t-tar,• fi._ , �r I •' //r{-Y6•,• .. T Y1 ., T/Er _+ j�j {tom', IY ( , Nl •/ T ' L' �/!1' ■WOR•IMV. 6 ay�T^��._ N ' wq qll • ' �. wm NUT r• . ]]//3r WOO /2' O.C. MAY OASMR (BEYOND) 1/4• TMCON ANEMONE 4 1/r O.C. � p (6TAOEENm W/ sno) OKOURM yyR�FCORCIKfE CH Na ' IL NIFIL SCALE 3/6•-I all SIIKT HI • so MR ANCHOR!!, Two • ARIA M _ 1 4•• ,PAN CO o w SPAOlFOR ■OTIJ1A1T01E SAID MOOD Mh INOIAA MAONR atf 3 IRNM BYE C O. an"" 01eE Awnwl2As ON vI "a •q■I •.4q 11wr1 6J 3 2oNIOAE FOR L0. LEK tAYw warm IN SCIM22IImEL AlIC11AR tRACaI M Wala.H asr w as 3 laws. M pa usawINllgl MA KM OYCM ltC6N am SCIeIlIE IN M toL0m0 FWMW AN iMs O/OWM TO K POOIE. IM LCCO PACIFIC OOWIO MO FACTOR RINL NOT K Lmf HYMN NIMw 2FACN6 MMU FOR BICN ANCHOR TYPE ON TAW lemma - !'/I•..._.. _.___ .._ r __. 1m -_ o, 1 i i f j,n• - I-*a-2p■3/4•Li. N.E. W/ •--'l/6'Ax3, Mq wR AA611E11 ; I in• - I ,/fY-2A3/•'S.a. N.L W/ i 1...._._.�. 'T/6'.■3/3Z' wN6 MY WAEIKII �. a 12 1/r O.C. (SEboO) TAPOON ANO CO ♦ 1/Y O.C. UPOON I _____"-'VON M 4 t/r O.C. on CONCRETE INIOCK �� y/raumED WALL NN AI I ATM WALL. ND OR CONCRETE EIOCR Agawam 91 ALiATIOM L0 SCALE 3/r.1• Lfff-A&MANFIL $CALL 3/r-1- 1NSTALLAIION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 4' TAPCON ANCHORS 1 4' TAPCON ANCHORS CONLMLi[ atDClf j AmLAREO � i TD['�1►OGf) REQUIRED ; 1 If.0.• i � i L0.• \ 1 i I I pr � 1 , 0 iCYq W■3r M � � � IR � � 1 I EIES'+MQ.i ' 0 , •-11/�0•A FAELAnt PILE W/ L- jr•• 3/32' WOO 1WT WMIHDt I -TWO MNCLAAA E .� ,...�/B'P 3/32• Role MRrt wAI/D, • 6 1/4. O.C. (BEYOND) I L_ _�qA1IEp DC611D WALMINE lIieLL MUMS f14M &A Mp1[7E SLOCN WAU WMjM 11MAI,dIlQM ALGAMNANIEL WALE 3/8--1- JIL LI ..■MIjIN'IN1�1�y,W.. SCALE 3/r-1 �� • mE no ANCHORS tM • wpm vo ow, N r aOTNU1fd0 INTO WOOD r.MISSova" W 3 7 IN" a ERAS mama MOOCM O MAWS tFA mdMOCA AIM 1 DON soK atlir AN MIN R W •Mm1aO14YI OI.W w 3 3 FOR LOW TWA so""fu FOR to 1E36 TIaN ►arAtm am DOMOui I SP/IIvac"vac"N IOW ON 6cIIBAIAE MAm,Rt►AC *0I M1al•N NIA0 w aJ ] 2 ,/! AMA. SIL 1►BIOR O NOS r BY M 1a10 rOY0NMft" NO KWotanLVIS TWA W A MWM SHALL MDT K Tip TNMI AMAIOrN s/�ACA10 ASCHM GCN AMC1W tYM aN tAHW !HASSLE 3 „r• -._ � __._.. r _t _---FOOL _ /m •E--r N L cn N O� V L Q O 2 !.. .� cu U -0 - a- CO 70 O O O c-o� O � � °0 o . L Q `V C INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2DtMEIEEL NIO7ES• t►ALn E_z 44YID crew IARNBL sysrBBl INTO EXISTING WOOD STRUCTURES IN EXISTING WOOD STRUCTURES 1. E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EIAALLATON DOCUMENT (P.ED.) HAS KEN VERIFIED FOR COMPLIANCE IN It$) MINIMUM EMBEDMENT OF TAPCON AN04M AND PArELWTE FEMALE ID A, PANELMATE PLUS INTO coNCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORKA BINDING CODE. KOOK WALL K , 1/4•. `V .'_t A...�I. L. .1. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SMIM 1620OF THE ABOVE MENTIONED CODE. 0.2) MINIMUM EMBEDMENT OF 1/1V0 U 7/6• fatal-N ANCHORS SMALL BE 15 7/8' INTO CONCRETE. p �Hppp ?� ` FOR A HAND 9►SfD AS REOUM BY THE JUHMOICION WHERE THESE SHUTTERS ,ALL K INSTALLED AND NO EMBEDMENT INTO ANY FINISH MARRAL SMALL K PERMITTED, FOR A DIRECTIONALITY MP ^'"^^'•MPS `ham '� I M �/ `hf 11// 0DESKIN PI RATER WSINDO'�ATED ION SHEETS USNO 25 & 26. SMALL NOT EXCEED TIME MAIIMIW (ASD.) 1/4• 0-20 ss SoEMWX BOLTS USED SMALL K HANG ENOIIDN(SNOULD ANT Pass" MATERIAL Env) TO N s - 1 4'/ TAPCON • r O.C. I , 1 1.01 TAPCON 0 a- IOC. ENGAGE 3/4• INTO ANCHORS. - , •. TAPCew • r oc. , •Y 1APe0N • Y QC. 1/4-0 TAMN a r O.G I •Y WPCDr/ • r O.0 I �1 1/� MIN. nRFAO[D // // IN 0=0 TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 ✓ 1 III TIMAo[0 , ,// RBI. T/OMAOED -- 1/� t T/2 III. tNRWADm U \ I ---�, t/r lll. 7wMAIm / 1 N/RTIN110N AT W000 \ ` T PpETRAIIpN AT WOOD SMALL BE FIRST REDUCED ro ALM DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.4 N ORDER TO B.3) N CASE THAT PRECAST STONE. Olt PRECAST CONCRETE PANELS BE FOUND ON THE OOSTNO WALL \ / \ ri,DN AT WOOD \, \ P TIM{IOM AT MOOD �` / \ P21aTIMIigN AT ware .\ , ` MPE TqN AT W 0 ./ \ / HEADER 1 1 \ HEADER TO COMPARE THEIR W/ tax. (AS.0) 00" PRESSURE RATINGS INDICATED ON b4cm 20 k 24. ANCHORS SHALL SE LONG DO" ro REACH THE MAN STRUCTURE ■IMw SUCH PANEL& ANCORWEHIMAIR MIAM O \ % / EIM/ SMALL BE AS MDTICED IN SA) AND IN B.2). t. ( i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.[.0. M TESTED WERE NOT OVER STRESSED. A SNE *CREAKO• ,,:- „2• Y „ 2. .., 1/2• ,/.- 1/2• ,,,• IN ALLOWABLE STRESS FOR WINO LOADS WAS JIM USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN �[ /\1 �• ) 1/a' '/'• 1 , • 1, ,/•• \ �,_ / \ \ 1) ANCHOR$ SMALL WE INSTALLED FOLLOWING ALL Or THE REDOINWMt10Ns AND SPECIlGT10N; OF THE NNCIOR'S •� U- � ' w•. J \ �y�y� \ DETERMINED N ACCORDANCE WITH N.D.S.Io.sots. MANUFACTURER, ,� 2.1` T�J' _..__' ! ` f1 w000 HEAOjIR ' 2' �' wow HEADER /I 1l T ,� I T_ '-----1 STORM PAKL•s ADEQUACY FOR IMPACT AND FATIGUE REE6rNKE MISS BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 Oi 0. yn,\ REOAIED--" J' \ I ; THE ABOVE MENTIONED CODE AS PER FEMES1MTON TESTwC LABORATORY. INC. REPORT 12032. AS PROTOCOLS TM-201, I1 T SHALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERFY THE SOUNDNESS or THE VNXTURE WHERE SHATTER �- 1 I I _ TAS-202 AND TAS-203. Is TO BE ATTACHED TO INSMR PROPER ANCHORAGE. THRS SHVITER SMALL ONLY K ATTACHED TO CONCRETE KOCU I 2. THIS SYSTEM WAS BEEN DESONED TO BE WMALLED ON THE OUTSIDE OF THE OPD" ACESSOIG THE OPENNG FROM THE GR WOOD FRAAE BUEDpJCS. C t } I ; �4, I INSIDE W THE 115E OF A LADDER OR LIT. THIS APPLICATION 3 VALID WHEN NSTALIATKNI IS PNTENDI D ro BE PERFORMED wt rAA stNNwA. i I I 4nARMAow 1 FROM THE INUX OF STRUCTURE. 12. CONTACT WITH THE BUILDING TO PREVENT IWIND� ALL sWRTER CAULK N r EDGES wWCN REMAIN w COMIUND F \v 1' oAW6 - - pE AWa'F"'aN V N. a,Ms Aa RANI ' � I 10 ILM I , I JL SERIES WOO INSTALLATION IB APPLICABLE TO SNFAE AND DOUBLE HUNG STYLE WINDOWS MAN INSTALLATION IS REOU M TO K /'� NJTRU310N. CAULK IFW SEAL SHUTTER TRACKS ALL MOUND FULL � Y SLIAVOW! I --.DEL 60mae - i - OHa Ao1mA6 I PERFORMED FROM THE rsIGE or s771A1cTUIRE. f 3. STORM PANG. WMALLATION SHALL COMPLY WITH SPECS NOIa1TED N T165 DRIMnNG PLUS ANY BuaDBO AND zA)NING PANEL MOTH on A1•Et 10 I •L• � PAIMI 12T14TH . OP1Ir M I i � w A,aT IU 1 ^' r o/AAT•N , 11WR 1 BELDAt1. >ON)' -�'_ ($ MOR , BELOYI) a tIRI / Y-20,)' �1 PA11[L ,BFLOw) ••'•'10 M"f"" 1• M.. I l' 11., a••A W ' R1tLa u3M1N ' (LEE M0a I Sam I 1• �'• � � I 1 REGULATIONS PROWUHM BY THE JI11bWICiION WHERE PJMOT I6 APPLIED To. ' , 4. SEINES 2000 INSTALLATION IB APPLICABLE TO SINGE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN DAIS - O904 - I 4 tle 61111w �- i ; PANEL LEMMA-'-iL�-' _ '"� PAN6 LEF10R1 INSTALLATION D REQUIRED TO BE PERFORMED FROM THE N60E Of STRUC11111E. t4. A7MJ41 WINDOWS AND DOOR& INC. E - 2 HMC STORM PANEL SYSTEM- If ILBOR PEdq. (� C p 61Aw , _ dABi '• aJ1I ' . - pK ' w Net tQ (SCE NOTE I BELOW) 1/4-0-2G1^ _ V--- A -- (SEE NOTE I BELOW) �- _ 1 -• --.-- -W^ - LL N WT1j ^' I !.LASS 1 ' S.S.M.L b� '�-<"'__. L ALL ALUMINUM EXTRUSIONS ro K 3063-T6 PLOY AND TEMPER. (UNLESS OTIEBW18f NOSED) 14. (a) INS PRODUCT EVALUATION DOCIxiWT (P.EAJ PIEPARFD BY THE ENGINEER t5 OEIEJNC AND DOES NOT PROVIDE (1) E --• ■ - S• IMFOIIMII7KIN fCl A SITE SPECIIC PREAT: 1.•_ WHERE THE SIZE CONDITIONS DEVIATE FROM THE P.E.D. RK AawA- J�--- W � I S. ALL AlI1MNUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (/! . J I i1 oC .._ I r_ J'--"` _ (D) CONTACTOR TO BE RESPCN6WE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF Q O �. NOIdOm �^ I - iT _. __._. - 7. ALL STET SHEET METAL PANELS SMALL WNE STRUCTURAL DUALITY STM ASTM A-663 GRADE SO Min.. GKVNQED STEEL IMPS PRODUCT ham oN THIS P.E.D. PRDOED HE/SHE DOES NOT OEYMTE FROM THE CONDITIONS DETAILED ON ,- U \ �....... OElIOIMTIOH W/FY- SW.fI AN (AFTER RCLCD). TIRE DOCUMENT. CONSTRUCTION SAFELY AT SITE 4 THE CONTRACTORS RESPOF19B6M .7 _..� '}'I�` L ALL SCRENS TO BE STAINLESS STEEL 304 OR 316 ARI SERIES ON CORROSION RESISTANT COATED CARBON STEEL K PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WOW V MODIFIED. N U Q iwww a PINE --.--_-+v✓- .'- .-. WGIS W/ s0 Iql YIELD STRENGTH AND 60 Ill TEIISRE STRENGTH 31 SMALL COMPLY W/ FLOINGA KADOW CODE SECTION 2411.3,14. 1! SITE SPECIFIC ` l4 7 �} V I O Pw,EcfS SE BY A FLORIN D"IEEAN On ARCHITECT MNp1 WILL Y Cf/r I -� S. WL73 ro K ASTM A-30T 1w.vANI2Eo STEEL. OR ARSI 304 SEIaEs STAINLESS Slut. wrrH 3e MSI YNNMRIM YIELD STREINCM. BECOME THE ENGINEER OF RECORD (( E.O.R.) FOR THE PROJECT ARID WHO WILL BE RESPONSIBLE FOR THE PROPER 3 uS[ or A�TRD \ • - ; I tD TPMESALA THE %; RETARD, bIWIIM 6 :M R' EGAM E KWW TO THE P.E.O. EMIN EER. SHALL I ! ,o. NrJHORS ro MALL SMALL K M !BLOWS: srtE SPECF,C w N 4 Q / ! I ; ( m m�±Av ( TE AND ORg1/1N SE/O. ND SxRMTURE OF THHE PROFESBIOIML ENOINRR OF i 1 N rrn Ow BE75. •) 7HI5 P 40. SMALL BEM THE QA _ , RECORD THAT FREPARm T. R i 1i /. .j .� 1 _ t __I _ _ I J A 6. 1/$0 T .. IAS MINUFXFURED BY DENA T . c-31S2 00 p O_ 1/•'4- _ TAPCON A/DIIOR$ AS IIMAA'ACTUR[D BY T W. SIRDEx, N. F ,yam + OONR. CENT. 211W4•LL M.S. W/ \,,/4Y- ••S.S. MS W/ , _ IS. STORM PANEL MMUFACTUER'S LABEL SHALL SE LOCATED ON A READILY VISIBLE LOCATION AT SfoB1 PANEL IN 'A V .TIN U��hw7• - - 4 14- 0 x 7PALE7.WT�E RFEA1LfID-IM AMCOh •PANF13AA7L ANCHORS. AfTLMMl1FACRlRED-3B1�ELCO�LE)ANSRIUCTION PRODUCTS. J O V ! I . • i IIASNQ WOIO Hirt i'' -7' _._._.l A- - /COMPLY BE PLACED FOTI EVERY OPENANG. - WAIDL rM '� / , AC ELING O OM Y WITH ECTION3 70 FTDROA HE FLO OOOE. OM LIBEL sHMLL � y -v U i I, 7/6Y y32' ,HMO IMF \ I I 7 ]/37' 4Y0 • ,! 1/2' O.C. WASMEIt (KYO10) i 0. (ra•3SSD P•••i•) tAKLR/6 ro COMRV WRIT SECtON ,703.3.2 ai TIME FLtx4IGA BUILDING CODE. .- L- L \ I , FARMER • 12 1/2' O.C. } `; . wilDt (BEYOND) I 1 , 4-0 TMCRI a r Ot. I i' I ' I , 16 TAPOON • r O.a , •Y IAPOON O r O.C. I I Roar q AA) WRAN BASED" OF TAPCON ANCHORS INTO POUED CONCRETE SMALL BE 1 3/4- AND 2- FOR PANELMATE - %a.- it L I I l L .. I 't- 1 1 YN. 11ORAOFD ' I ,, L7/6'O 3/]2' NSNW Art I l 7 ■ 7 .,y /f / / ,i 2'N' WOOD_ /B'O 3/32' WWO MIT 7 I i 1, (ST �, I (SYAGGOBO Pp�MTpN ... rEMKE O k PANElYAIE PLUS. MaBEB w/ BAUD) •/ D+D) I � AT MOORDN 1 !,� � T5A I '.. a' MIGRor-rlw&wm1--L•,�-.l t MP►i LpADN I �i.�.���� I' OF ODaFUIE •Z IE01NRm f-I , ( IWPK■ a 6 ,/4' a.t. gEaMp \ -}'.�.. 'I I I� 1MWNER a (BEYOND) A2 MINMUM ELIBLDME/E 01' , PO x 7 CALK -IN NICHORs SFMII K rs 7 W^ OJTO CONCRflE. NNo EAIBEDMENE INTO Or PLATE PLATE' • •oar NYAT[ /14-10 PAREIAATE �' j , It•-,0 RMNEtANtE I L.i_I-LI` 1 I ) ANY FINISH MATIERAL SMALL SE PE ITm. / .._-- Ye•• N000 PUTT _-------i'N' N000 PAR[ 0 t/MIN.n"4' O.CD w 1 r I 1' y f 1/�4MOC W t 7 -� I ? I 1 I I t/•• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENpWH(SIQIRD ANY FINISH MATERIAL E705T) TO [ADAGE 3/4' �OIMRm REQUEIm AT MDOWN 0r PAIL I i l I' AT MOWIOTM Of PLATE \ AIM 21111MU�`S 1.�1• t II INTO ANCHORS. Bn2t S/B•-1 • AMQNKMlowlATM !WALL M A A ' - I _ A3) IN CASE TINT PRECAST STONE. RECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WILL OR !•` A. r�L saAE a/r-- SCALE 3,r.1 A WALK 3/r-+• A• TI FLOOR, ANCHORS SHALL BE LONG ENOLIOM 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. Mp10NAME SHALL �•:' �C BE AS MENTIED IN At) AND N A.2). � '••-•- • (a) TO EXISTING CONCRETE Au- AMU: P T!WT EA ...11/T No.44/87 ■� �?? �a sF PIAIUDA wlLanD CODE MI h II,IM1LOM Zon6 WALE 3/W.t' � '\%�'EN$f ' SCALE 3/6'-1' FLORIDA SUILDOG CODE ■ VelocityNurrlWom Zone - 1/4' 6 rAPCON NOMORS As IINUFALTUREp BY l.T.w. BUEDEx Nc. * * rUMM NUIUDRIG CODE Y NMrF1aNM zoo I. NKAUATgNs M ONLY AWL* FOR BMAOM OI N A.S.D. DiBxN LDMS w TO •"A -72.0 PEF AND PAIBL'S LE WIN IP 70 r-r. � 4 � • ; * Sam 110000. •IC. rr. � � NO 44167 oom Aim ft 20 DUDE OALYANRED STEEL STORM PANEL F.P. - 1/4^ 0 x 7/9' CALK -ON ANCHORS. As WNIJFACRRED BY DEALT INC. (rm-tsar p..J.) �.4`••. Fl . '� as= w+a• ND 20 CAGE BKYAMIZED STEEL STOW PALE. FA. 20 SAGE DALVANLTED STEEL STORM PANEL BAIII NY •R BRAN tar: - I14-10 PANE1.'AATE FEMALE HD AND'PANELMATE PLUS ANCHORS, AS MANUFACTURED SY ELM CONSTRUCTION l I,. OR■I p, 2. FOR NEW 0000 FARM[ OOIIINIRTOIL MOOD AEIRA TO K sOUlllmol 1. UKTALLAWNs AM ONLY WLD FOR 8UI DOW WOW AS.D. Dt$M LOAN a * ;. * �� PRODUCTS (r1n-2071 "J.) ►ON ND. 2. W/ SPECIFIC ODDITY OF OM OR EOAIL *% W/'M/A6R UP 10 f55.5, -M.0 PY AND PANEL'S LS OR UP ro B'-B•. � �� A/IR/Ag1 67/N/NN PROTECTION PRODUCTS, I.I.C. pMt L OR NEW � ODO/D C�TRLICTI tBE oWOOD M � TO K SOUTHERN '�O ina. MIME n rips a .SAL • HYPE a w,f � • L "� 4ON La OI DULLY 6� fOAO UI, N INEY •�'•., LQ« : «DA La A, snNET OR10 , ` PRO�:IOiS. U C. ATE PROTECTION esww��ANS� /� as •. W. w>pq wWrt �' FL ri3N 2D-1%6 �•'' M)06-t6M not. �}s� m �• '� � SAr O AMC. �TECTI�N W. a,■ • FPS[. 20-176 •■. R.R� AA�M nxFE (EM)sr-7O.E nw: (N4)AAF-atl7 zo-T7e �.L� Yin , •, r . • , tx0 •n-w, wa... {Aq OIFMO. ti , OIN W-.•w F'sSlp . ti . M.4NI-tsr I•! ANIM6 6Ln gy'rs NAL Dy ONNrf1 oRwM 1e ►1. fAN,/aawMEJMT[ A J■.. ►L •• fIWT ■A I ■ CA-OO wit w• r MWNA NY q N71••OOW71� P t a• BKT M M M NI PL >aL/WaM,AgA/a1E A flWr A'. L _ AAIT a 0/ N COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORMPANELS (SCALE 1/2-1) ----..�.. -- "-"---- ---.. ___._ILIA• (TOTAL 1.�^ -, IRA JAC O.tLM' N TTHICKXOFIEI).. , 3.A t �+' 7• 6Au•NBm 6Tm moE toot r NEARED TYP.. MIN A-p3 cm \ ttM0 00 ARV. WSTAL L..---' A�------------- ' A.0' 0-iO OAV. Q STORY PANEL PANC'S DID lP ti �' W/ ADO" CODE. ` J _P••••Ls' IYOMETLAA ROUNDED com4ER 0 ENDS OF PA EL'B END LP W/ HOAMED EDGE (N.T.S) -•I`-.725' 1_ J L-3• IAw1.___j -i O7 3"w3'(VRYA) ALUM. ANGLE f^ Ow .75r--+ STOP -an „• LANE 6063-75 Alum AL(oY n Q L. I ?• 3.750' I e O1 4 W61-TO ANRn. ALLOY ,o• IF © REVERSED "U" TRACK ,v 20�00' { j.,za• I '----.-rMw-_.. _----- © 2"u5'(upw,) e6�,�� J'/24oil 2 scum M•S /•/24 4'/24 4 y a W/O ®• Q� t6aC N0E 2 R1RtpT 3' MLA, 2'/24 ► 1'/24 ► pK "M 3 ULM tDR DDIIAEtE ARLIWw• >K 11 Min. DDNasDt A■r11p12 i., - r a.. rYra �' $a age=& pl ow IN N4+ r--, RK scmmu OM law M) --r--� ,• Nit '•' •■1. GALL aI or� II I 1E I I, �(OB NNILI (OII2HOOR I'I/D3 ON Ow POOL)PIITBIAAR IPNMy Mort L L 4 BDOW AAI 2 4 IRON 3• • Mp E ull II nt III HI Q OUWE RYPJ 3• ; W¢ NOTE 4 K!>r _ - IBA AxxA72L1[ AMWW ,e "16DWMtl1` 3 r yry "-I--1Y-�--I - LLJpay�TE IN- tc1■ Ac aw 11eT 3q /M WDDo ,N„ Ig1E 3 /l ® /4 • ® OR EBr1101t OM OHM 26 W/ pl W 'r • LMT PNO. ro a[ R2MMm AT EACH TYPICAL ELEVATION FOR SU1ASST{ PNKL (,Y TO WE AY6tA11U0 AT EACH TYPICAL ELEVATION am- o 10 FROs IM PAO+OED W/ • OPDNO 2aYS 1LMY2 K PAOMOID W/ RDON MWRi TO nIC2DAR w2TNLN10N RN! H,AN71.E 10 fAfJIRAtE 613T P OnDSOD 10 K RSTAl12D FROM E-Z HANG STORY PJWP�_ SYSTEM m so E�rA'� R101 E-Z NANQ STORY PANEL SYSTEM NROE or sTau K W IOU . , rI/P Aa Ov -} I/•- woo, ar ,p• Na aw If4 -.. M•W- •••. all III 41 SECTION a- =Z. I 110LL2 . t t101is : SOME ww . ,• 0). DFEWAt1GN eF MOM IMM E - Z HAND STORM RMEL SYSTEM CONSISTING OF PANEL. r 1 Al BYOM OTTOM AT TOP III P�WPANFLMATE PLUS OR 15' LONG (t). HAND - Z 0 STORM PAN0. SYSTEM CONSISTING OF PANEL+ (2). END PANELS SMALL ALWAYS K CpAKCIEP ro SILL WALL Br MEANS OF TM Cant. TRACKS TOP !BOTTOM. (2). COPAAS13 SMALL ALWAYS NE CONNECTED TO BOTTOM TRACK OTHERWgE A STOP BM PAIiiMATES 0HL E USED Y % 16 MONO iMWC�K 7AT /�' END PANELS sNN2,I0WJK/ PNOVOED AT TOP ARE33O//F SUCH PAN". >�LT� CROONIEG.I•m roin ON �N/ f 4�/-20NJ/•PNro TAPED (E7fCEPE M SMALL (3) v TIPPED BOTTOM W 7 •LOCA71011 OF FASTENERS F"UT onSt�Y AT EITW.HER OF (J) MD PANELSrAAIK UBE AOIEIRY W/ 16' LONG ® AT EXTERIOR MT HAINCES OF END PANEL ATOM BUE EEO PANELS ME NOT OCMECTm ro BOEfOM TRACt . Jf STOP but (4)• N CASE 1101 END PANELS ARE IMDT CONIECIED TO BOTTOM TACK (••. A STOP 6Mt @J �L K PRODDED AT TOP Or SUGR PANELS. R OILY U6ED AT TOP)) AT ff. TWO PANELS SMALL K CONNECTED ro WITOM TRACK (a) MOUNTED TO EIOSING 5RL WALL MIFANS PANElAN MR INSTALATIONS RISEN 00 PANELS NO SOME INTERIOR PANELS AM WftnY ONE INTENDR PANEL TO 0 SPECS AC KSMAY ON MR A (S) A,WVE. N SUCH CASE. CONNECTION OF PANELS w rT,O PANELIATFSY 1 lIIOIM ON [LEYATON r �VA ro 2 ro W7tD4J TRALYc wr DcctR AT MY FWXL toutaN. /' W. SEE SECTION 1'. 3' ! 4. ON SHUT 24. SEE ANCHOR SCHEDULE ON $MEET 25. �. EDGE DA AMM FOR THEW CASE. -REROR P/NEL USED r W) � pQ(5 A"µN NOT T"�iAT M.ACERi SE W ro TQE)E LEFT a I-ofE;R'F AALLPN m") TH) THW �A A: T/L(/T • TER- r>raWAPs-ErAMrEDi �. INSTALLATION RETAII FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK _ soon FW EL I an i No i a A 70 1 1 1 !/SIN + + I I t + I 1 + 1 1 ' I 1 � / 1 N 1� l } 1 � I'I•--NON Y.'O�MO•sw' N 7/IY•Y3?' a MwMallfWin �� m 1 I ,oil ■ 1 ,>� . . L 3 G,q AOAno � T�• Par ■ol 1 pq,sw WOOI"A9 aW■R OWwi �•"P1" M1PCM� J � rum To MLM MOUNTING I m BUILD-Olft YO1,1111 _INIT. SECTB)M T MEW SMILE 3/0-,- ^�11a W 0 U cu O CLg L) (1) ■ Vi cu Lu = Q z z CL SHEET NO. SH 1,2� °MAXIMUM "a.�P{'�"' M1AtAUY RABBI CAT 12 LY al'�N M" '° 7r OR LESS 9/Ir {CITED • 1•. r, a•. 2w•31 .06A -75] 70• on MI6 : 7n BOLTED • 4' • OW • BOLTED Wr/ t 4To Y.•20.3/;,11�AS M t W**hW AT OIOW6 ADS OF PANEL LENGTH -,Xr, a - I .Ilr • 71 -.71 tl , ,MI U AAA MAIHIY AlV AM SPOW Fa L 0.. 3 I1r '• A P UUW to DrIwA/naI IS, MIDI LDIGTH 1prJ (. 1tIP00115I rxK-lt rwoMAt rewE B ►wawa[ rLlw To coic" T[ To emown OMMIW t0 ODHcmm To CCPIG.IM 11LOOK m ..... T[ am 66.0, -75.3 12• N/A 12• N/A 12• N/A 12* N/A 1' B 2- (TOP) 70' OR LEA it, YP 10• 3• S' !' S• 4' ' ) 12' 31 12" 51 {• e' 9' d , BOTTOM) N/A N/A N/A N/A N/A N/A 12 1/2' 1r Z' (dorm) H/A a 1/7• N/A 1/2' N 4 ' 1/2 N/A 12' N/A 12' N/A 11/2' N/A { 1/2• N/A 3' (BOTTOM) 12• N/A 12' N/A 12' N/A 12• N/A 4- (TOP) 1Y {• 12' 9 t/Y tY 11' 12' 1r 1' (80TfOM) • Lt1erM 10 MO W. A.S& DOM rIRESAIN[ M»w. •fw MNo w FOIL ANCHORS TYPE A VACM FOR RdMUAT,OW INTO WOOD Fw1N Asaw hOR M NOW WWOM MO U MIM Mw DOM = AN ROOM ON THIS FIN LL Lm THIN OOOATM ON 904MAE NDMK9 no" 9AION{ /F MMIKVIM ALMOND sea ON Sam" INFO THE FOLLMM FACMW ES THISIC OPOWON TO SE PCMKL rEMW SACM OWAWM IWO FACTOR SAVA WT w L1 IIMr WOMAN WACRES norm NM UAMMIw TYPE a ANMIORt 1/41A 1 1/4'N _t/P• 07X-AI 1AOI1 Am. maw Done SAS 3 3 3 2 1/2 wrArrAAM OarwY OIV r+WWu arNM BI• rU 3 3 ) 7 J 3 ly 3 In =a rA sm mmmIBa■ r Im IAD f 71 lm Im va + POWM Ma. OKTAN E SEt*M BOTTOM Or PANEL MD ® To SL yr I I ++ IKmvs MAo LwWC[ 9 ram sMRToM OF PANEL AID ® to BE: 3/le 3/lN• MAW. NYR afte COMPONENTS FOR REGULAR UFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 f6.IW-------^ - Ller- -- ��� w.1/� ----- - / `\r , zso IOOu Les' - +asY I.t' RI,cTEo .12.900' ([FFLC,IWE WIDTH}-._.____._ 1 •'r'�"VO MIRE • 6 1/4• .gip -4y,- w • i5 I/r O.C. • , �-, t -1 r---- r_,.300'--i j,.500' 1 1 i 1 t0' I OMN w AEVWAW) U AM', •I _ . oat4• rII THNMc 6 b 3.3ie' t.e71• - 1..-rm�- �c T CODE CAM ABU TYP. 2 ( i' LODE tAir -. J i ORACC w HtfYM1M I 2.125' C-w GALY. � EOOE .-+ LOBS' 1.SOO'--)�) ) STORM PALL ---------"--------- 3n- ) +-�- 1.]w' - t 3sC- OCTAL A L000• MHEI.f AWL IS espum AIIWIW L_.._. _2y7•__. AT DMM O AT LOT 90 NOR ar PANEL 2 'AHM HEADER 3 'F" TRACK O 7iFR O 4 A1101F WITH STUD MARRY END LP �,t,. 1 aF iiN�n OA0.021• SiEEI W/ NEIBAlD EDSE 3( PANEL • saw• i J 0.]7S' 0.26r• - - a.:w r(... ISOMETRIC VIEW DETAIL A 'T- :ie7T 270• -wn OR 1 HOUNDED COIINEII • [NOS OF PANEL'S Ab, JAI• -1 .37e'. _--I ENO UP W/ HEMMED COOL (. 62S{ .42s•. 2.500, ( m i wrMa �/�i! ar oer ---�- ®KEY HOLE WASHER 3.700• 75G• ©KEY HOLE AT. PANEL-•�.Tw• .. (TIN-) 31�-Nt5! ALUM. ALLOY - W SHEET 6 FOR IDEA TIAL I SEEM 2 1 (. _. '" -(TIN.) i WOOD en ICUAM& AL .RAM -low Aw 2.54r-_---� L.I te' I (TYP-h O 1.000'r L_ i .7so' ' O7 M, -H- HEADER © -'y' HEADER - J L. i17R) 1• A N. TO V MIN. __.__.-U ®SLEEVE� 1. MAY. oil '1' TRACK t© PANEL HANGER 3000 - _ I- Au TI((/j (1 1ze WLOE) (USE ONLY FOR E-2 NAND STORM PANEL 74 ✓•,•••••••••, SYSTEM) 6053-To am, ALLOY alt -� ,,67,• L000 (._.1 P * ,"25 . p - ... .-- N0.44167 FLORIDA Bi311.01N0 CODE Non h HIM am Zo,w + ® ri. M. LW. ao, .t23 d $. MIN (3 ef1wntraAe 24 WOE GALVANM STEEL STORM PANEL MAN ON, N t✓ 2.000 ___= i (M►.) t.... _ NEE IDCTD,w.--_ bQ'•, STATE Of - L MR. :6 IL E C O IwB. PROTECTION PRODUCTS. U.C. Rac 4er ALMA. 61 lvw CARL'm4• d' / le".. � ol• �-•NACU. , 4 eWd nas: dN TIN m 04)06-8m 20-175 1© BUILD -OUT ©4 RUILD-OUT 'F' TRACK ©i ® sL s`ea"6 �' 6Ar'• ` TRAM AML(7AMEAC 3 A110'r) r.c SOL/W6nIFLIrW/O•TL WIIDR A V.. i •Alt ! r n RE W ac71EDL SHIM 9 THOUGH 00 MAX. CONCRETE ANC10Rs _ (SEE SCHEDULE ON 1 1 REEK 9 THROUGH 10) 1 q)- I [ NI R y _UAW . 1 PANEL LDUOM (SEE SCHEDULE ON SHEET 3) W SEPARATION1 1 TD CHIP. I _O I GLASS GLASS �TUS '� $CHOW I ON SHEET ]) I OF . 1 10 (/{) 1 I MAX.1 1 j at oa 1 /r 1 j I ANCHOR \ CONCRETE (SEE scHEDULE oN OF WAIL OR SIM CODRON) sHEETs 9 THROUGI COIL IL ANdgIR§-i'(SCE SCHEDULE ON oIN REEK 9 THROUGH10) �..`....-LLD. CEILING SCALE 3/4.1• 10) I. I, 1 dU N.11. re SCHEDULE ON rs 9 THROUGH 10) �I,Tw11AT[ LEG 110N ••rS��tS�L r '• H. , 1/411' U1SIXX MWO we 9) rao--✓•-'w �. -' OROV 11t wwA w 1/4•-wrl• &L ML y 1M • 17 ,/Y O.C. C NCOM AND ($a SCHEDULE 1 MILL O LAIR SPACER 1 SUVAVM 1 70 DIM$. 1 .Y-S1n• (ffi 'oINRW�' sommw I ON SHEET 3) ON SHEETS • A 109 -Mo SPICIER L1rRlr aw /� PANEL LOOMI LSNRN OiWI 7-rl _-_.... _ (SEC SOMEDUIUE .. Nj ON SHEET 3) CA/145 TOFMAX.1 X . 1SPACER OF %* I MAX. • • 6 1/P oa. i CONCRETE A/1CON5 1 (LEE SCHEDULE ON SHEETS 9 THROUGH 10} .. I..{ H 12 I/e• LONG WX. ALUMINUM • SPACERS 0 1 4' O.C. VALID FOR ALL DES" tOA� ANp PANE. 0 POURED CONCRETE1 POUREDa0CK ii LENGTHS PE1 'AI[tl 3. ED. WII R[OUNREO. T' MAX LONG ALUM91W SPACERS • Le 12 1/2' O.C. (SAD: 17UBLE /1 ON SHEETS 9 a 10.) 17EVLL 1 EOr- 4� FLORIDA BULDING CODE Non High V41I Nu Zane .44167 '� OW 1100110, W.24 GAGE GAWAN= STEEL STOW PAID. rA OWN on *• * * PROTECT" PRODUM Uc• "� •• STATE 0 1 mac OIN{. O/ !riOR)oT : NIOI lW. 61 moor OAMW a MIA20-175 '/O•••• •''�6 1 IAWiIMUMm.aN Mom (wLIWIFTw, FAIN IwA)M-OW44-4= olre NN ML M A, WAIT rt 4 wm W 9r » ALTERNATIVi 1 r"W SCALE 1/4•-1' F�Ium TO Sms M. NBTALLATONS ME ONLY IALIO For IIALORG! WITH ASS. "ON LANDS UP TO +w.a -70,3 PH AID OU PM&*$ LIM UP 10 6,-,o•. i IN NEW WOOD FRAME CONSTRUCTION, Wow wwm TO K soaTmmm B PINE Me, L W/ SPCCFIC OMOM OF 0.55 ON L'OUAL. 1tMNIr vL�•....:...�L/j [" ✓ 1@ of SPECMW AIO RE0IMIONNIS NOR OF SHOAT TOP AS WELL AS FARE, MNI,tCT011 70 17AACNt TN(� 0 PAT M9® ON �DQ A�L1 1000 tR 2000 6BTALIAt10N TIRE ON SHOT, 23.' '-`^w'+• #' AL7Elmm TOP MCA= wom,c'•. Rio o*.L. ' ••�.P6 WTOP • 6TDm N ANY - - D WAY 10 Art arc IMNAAMMH lOWRI TRICKS NOR : sAA1T1ETRICKS NOT SIDWN FOR CIwWM h,`r"s/ON• 4iNNNNIII PIE. RU AT TOP OR BOTTOM YRTNL]BACXS_A.Otm IS MAXIMUM PANEL LENGTH L+" OR "L-" (ft.) 0 WUIMIM A.S.O. PRE85UMTWp CONCRETE IT MOOD IKTNU7tDHR t VD Ir-0' r2•-0• /ao Fr•-0• W-+• ago rr'-e too- Js.o W-10• W-0• 400 4JA r-r r-r - no r'-I• r-4• Sao e'-r 01-0' no r-r r-r /ESA /'-0• Y-4• r-o• ?so Y-r 01-101 Sao SRO 1-0• 1-1. SOLD S•-r e'-r rao 01-0' r-C' rase r'a 6•-rt• T1Q0 ,rao - r-r• nr.r S•-o• im TRAe1a ID QD 0 t 0 a D.M..Q• 3Q• DIN= MOUI AT EACH 13� MAXIMUM PANE LENGTH ®®orC4 "L+" OR "L-" (ft.) 0 MAIOIW AS.O. P1E5lLI RATBID tPA.r.) (+ « -) CONCRETE • wm NW^ ATOMS 1' u MO I4•-4' IJI ffi0 Is'-rr rr'-7• Sao /N'-I• 11=Y JLO 10•-/O• I• -I• Sao r-e• r•-r• Sao r-r a, -,- a" r-r r'-I, sso I•-r 7'-r' Eno ' r-0• ra• uAo r-e• r-i• rao r-r r•-rt• 290 so.o r-0 91-51 no 1-0• r'-J' /O.o 61-01 Also 6'-7' 5--ro• 10a0 r-J' s'-r logo r'-J' D'-4• ►rao - r'-r• I/AO 1'-10' rur .•-r MINIMUM SEPARATION TO GLA98 9GIE'DAE WXMM PANEL 1D161N on) MD SPEW 4 170 .40 SRD SPEED > 170 r,4.h UNIR6� I ROVAN,EO LVMMW RM I KPW*IED 30 OR LESS 1' ,• .• • 1/4• ).3310 90 1 7 t/2• 7 1/Y lW TO 145 1• 1' 7 1/2' 7 1/2' >t46 TD 1' r - 7 1/11. /._\ IMIIu ALAI uIMJ/f MuluTlAu TOP BOTi'OM owm Mo1Mf T• HEADER 'U' HGDEt tASTUD ADLE T TRACK M7MM0L W r�//efppEE 0.0HNES DOW mow 3r 35' 4 1.6'XI1' $Too ANGLE Sr 32' 1' ]2' a2• JB• ]e' 21 "r TRACK !0' 1.]2• 42' er 90 10 TAANUIw 1.1. 3B 60 51' w' S SO' 3r 32• 3r f0• or NFIIGET "E"IED 27A'Mn INSTALLATION DETAILS FOR SERIES 2000 Li 1000 E-Z HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES 1/4/'.S•UO 9P[YS • r O.C. W/ DOM • R• O.G W/ ymottAm MAIM" O ESRITSAC HOOD HEOM)L Y I�� Ho MM. Yw• wow THREAM POI(7MTON II FIAT OR ON kDQ I WOOD HEmM. •L i 4 C.nL /1wP fw.o '1 / • 4 DID OI® \ -i a Door 4iA1 1•• LAO sCPEln • r O.C. W/ / _ +i 7T /n / ` e-Irol� Tow W rfMlMnal 1�AAAeElOn4M • ALL OF EVOM(� i1YP) WOpp Hr�pA ,6• AWn. Pp RN[T 0 rA sJ1A RWUWIm OF VOW ® • u MD OF b ri. MAIL 1/2. 1� F DIn4 r 1 AIM _1A KID" 4 9 Ir Yk 11. 4'4'w•RI 4' f��A M//32/4• 7 NS 32 ��� 1D aA31 WWONJr • 1 • 1 2% 'IovDer R qg1 r I TO GLASS. Hy AN I r � EI dd �gg 1 €y N r - ,� B _', 4T 40' ,Qi oil' ^ \ �xllp_.._ .___. _. --L` 1 .'.- .• a , 1 4•0 Pw4AMTE FEW D 6 �It I 7ALIW'/ CAA.71 _.._ •• .. MN� �•ND1E to����BELDF!) �R�. j f�ElET1MrION• ,2 Ilr O.C. tln /4'0 LAyO I • PaE�Al1oN • `9o00"U441�tMM 1 ti^• s, W/ Q►wN�O A}[ sum 2000 OrFa ato"� '-0.. PfNET L • 1�• -_ / ) , 1 i 0/2 MIMI76HA�/IpMf Y aL YN. (2)_ Y_N' I/4n W' TIMtApM EpO.lMrbn 1/7LOWDWI Ii gown 0 r O.O. W nArL Mn (2 2' WOOD R[DLI•Ro ALTERNATIVE 21Iw NATO, ON EDGE • Ix PREP no w ON COW SCALE 1/4'.1• I I � MN. 2S4' WODO PLAT[ MAUM IT MAL HIS AI T[NTI6�T(VE 4"W _- SCALE 1/4•-1• 917HWs • W OL W/ THWADO P047UMN WOW HOAR. CFTC-2..3/1• M.i. R I DA W16 nL Ftwt' sxS r�2-4 G DID OF , wtAAL 1/24 • 1/.Y•207�.• Lr IL 9OIE71 N/ r•ow 11D0, Ac 20 OM)E GALVANIZED STEEL STORM PANEL to AWN IN, L ECOINe. GLOBAL PROTECTION PRODUCTS, U.C. amA,r. f1 wet► FAA, a6X+r+»N4pwIZ m14 07nN/Wre °R ` wNPw WU N CA e6wiIs A A• PJ. 20-176 DA AW we r flMr r r w 3/4. 4/5. 5/3 t 6/5 2W/6. 3W/7 it 4W/7 3• MAX I 2/4 1/4, 3/4, 4/5. 5/3 t 6/5 1 VSL Tw/6 2w/G. 3w/7 AT 4w/7 ANCHORS ONE RCM XU ON SNEBS 9. 10 A11) ._._._ __...J REGULAR STORM P,;ANEL C1� ELEVATION 2Mr N.Ts. +/4• wa.. GAP (COL 0IOIM�-_1 N w VALLEY) f `- MAIL OAP UI SECTION A -A �Q N.TS. 1191BS (,) l+: MA,OAM WAMM 19l[ L LOAM L FOR FOR A DAWN P0911NE ASA DESIGN LOW L0/0. L-: MAX NIORMSIE wIQ LD0R1 FCR A ON01 N[W1RE AS.D. OL9RN LOAD. (2) PROCMUK TO WON K wmm Pon LENGTH: OFFER A POSIM ASA Dom LOAD. WR AM MMSBRN KARLL UDIIM •L+• TROY SCIMUL OMEN A NMMNE ASA IDES ' LOAD. MTOOAK WJWM PAWL LVXM4 •L-• FROM SOIMME FINAL IM,IIIAM ALLOWABLE PAM LC MITI 4 EOIW TO THE MIMMU S DE7E•Ilm PANEL LDON IENM 1+• AND III (3) IIEE SCHEDULE IDL1B FOR MN, ►RANI IDIOM FOR PMMW W%FIFATMOH. IR7MUTMB INTO WOOD AK LIMITED TO A w ;1 MAX AS0. KI M P'IKssm MIMES a 10 A 11 MR MAX. ASA. Dom LOAD{ A MATS PANEL. wwms Fa * 44167 t 'a10 rLUM ME. 24 ON GALVANIM STEEL STORM PANEL * OF * ` I L E C O I N e. PROTECTM PRODUCM UJC aN/ww t ae _ 111, l Iv • r N� NaNwRlmr 20-175 y G`4! FI"w:{RW •H-IM.N., 1rR AT -,a Nw,leWtoo(w4Rw-17W )10-"W •,• .MIA- t•w•90wW1� orWw rk rx • M 3 or T/ INSTALLATION DETAILS FOR REGULAR PANELO IINTO WOOD STRUCTURES -TV _ w '"^ --'--- ( a sOICOLUE---- 1 �WOOD .;.,�Tr _/�1 t �frliiW iTIOIN ANCHORS` ---(SEC SC -y',(11EDAE ON ON SHEET 3) l,J /� Ow NMI tI'1eL •'^^'••.-4 TI v MAIL. PANEL LENGTH WOOD ANCHORS / / , !s 1 1 (SE[ SCHIEDULE REaLRRm (SEEON ` i :' „scN)EOLILE II i ON SNEER 1 EDIT , r •_s I III SPAWR 6 ' / n LENGTH1 of r '' i , go WoaO NEADtB ( URE Y)n ' - 4 to MAX. LONG ALUMINUM SPACERS • 12 1/2• ®Ok TIRE /I1 ON AEC► 11J I 1 I (SE[ ' AS, ' !n NOTE •• INFLOW Fdl 13MRA710N$ FOR 1 ' L. MAX. I 1 1/2' LOG SLIZVES. MAX j I) O I l• PANEL PANEL LENGTH ! I 1 (SEE SCHEDLE 1 LC"D'" L `ON 1 ON SHEET 3) 1 O(sEEpi 1. t I.. SHE[f J) . PAKI COTE TEMPLE D OR ►MEN W1E •; 1 PLUS I .._. (SM SCHEDULE ON SHEET 11) , s,a-w.,• , .d`__..:.._-. _(_._ I :.. _... A I 6pw�MIL» CRASS -,��� ' O 2`A4' WOOD LIIPN OYB1 7� , EUWBN� i SEE St3ED1AF 1 PLATE REWRED 1 I OIBECT MOUNT W/ SPACER * ALTEC AATNE Mr 1 ��� 1 1 I '`7 fOYE 3/e-1' ( 1 S6B l_._. /2• D.C. SEE TABLE /1 ON SNE[f 11 FOR MAX. PANEL LENGTHS t • , 2 1 MAx. D DESIGN LOA05 FOR BURS INSTALLATION. j 1 OF 'L QD \ 1 1 MAX 1. -0 i • 12 1/2' O.C. L._ } II I ,I fU �.1- i WOOD ANCHORS STUCII -----'---- ' ` j I ' , A W/ QN ULE VOW M MW w t I/r UM 9: SIIEEf 11) (q AM MM 1100UWRD m(MIwe svm IO�IIONmMf1gINTH 16'-0' 2•N• AIR PLATE -�.. }j HBmUO N9Nf OUKD11ir W:C:w w rBW n► 1 i t AlLC11DR1 1• MAIL SVMDM 70 Won 6o010aw ' �_�- s j N!' WOOD 01 3 IRA S A , P a I� ..PLATE REOURED CO ANON= own MM cwm4 R M Qy/NL MM PMINE O OR ' w 1 (SCE SCHEDULE ON LgNs9NA /OLletlq llK 4 fA1M M11[ f1iAB HWL K lfOw IMMNM R 6 1/4• aC '� 1 *ELT t t) OMM IIIM LW1{ HOA NJTSOROM frrl to t/r O.C. MYw4 NUOIw M , I 111R1 ' R) wow an SGINN ►USIA[ j '• .. i p RA1IN S 4e0. -w Pal. (3) AtAX 24 SAK Fwn. LOOM • LMIM 10 w R ANN sp 9 A I S WpM mm L Pwa LOW" ALLOW w IIAISNM A91eI Pwa 1O16RI A B 7L (3) f10RM FWEI A/OMNIM B aar f4) t , tA0 AWO9R OOHlO,IBIT M AWL w A poem VILY an 77��WSWIIj��j''1;;�,I�1LJFJF H�H�yy��/���tMyy' MO AN 0751sN 110w IMII[ tA1LL. SCALE 3/e-r 7. wmMA1p w 1 1 IeW IFWWR w w aaY tPMO 1{I1 II6O WOIO 1, 1 3 4 DOOM r YIN iiWJJG�I�4X.tria. SCALE 3n-1' (4) IILWMIAROHI 1� OILY FOR i1W0 iEraeMam AEA M 2rlw c7• m1Nq r M HLa1MIA Iwsai'S•3mAFME FLORIDA BUILDING CODE Non High Y91oe ?NNW Gone Zen. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. �IDO am TAO• F.F. NOTE FOR (IOI■Iy5T10N OF SECTIONS: DESIGN PRESSURE RATING (p.f.}) UWp PANEL LENGTHS * • 44167 ': W. 24 GAO[ *ALVAN= STEEL STOIIY PANEL TXMwI W. * : TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR * w/W/few COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 21Y) '. T IL ECOINe. PROTECTKNR PRDDUCTSI LI.C. fMc NSTALATION. •'`70RI0 Awe SW. M e1RILr 0 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD galas, Aa AL Ar•a A ONMt, ti 373L4 JUAI MEMBERS TO ■. SOUTHERN PINE No 2, W/ SPECIFIC 1S% •LULL... N ""' aw H�,1`-•'C'-oM a-,w ,AIaE, a9l)Ww-nAe. rm (p4)fw-Dn 21076 DENMTT• OF 0.55 OR EQUAL. NM OAe716IwIlLiff yY P Om 6 or is GENERAL_tl4TO AMIw Pn• .r Iw art► t./e7-AYMr tealY rll� -- (0) 1. STORY PANEL AIORIH ON THIS PROOLAC7 6VAt.W11oN DOCUMENT (P.E.OJ 1A5 KEN VERIFIED FOR COMPLIANCE W ACCORDANCE _ 10 TAP ANCHOR$. AS MMIUFACTURED w I.T.W. NAM. INC YRTtI M 2020 (7M EpTTON) OF INC FUx44A BIrI.OrHO CODE. 1M4 STORY PANEL SHALL NOT a NSMIIED AT IREAI - RIh10 PANEMATE FDIM[ 1D AND PN,RAATE PLUS ANCHORS. AS MMARACTURW BY ELCO WNStRUCTION PRODUCTS VELOCITY M NW-W ZONES (MWAI-OAOE / 6ROSMRD COUNtIES} - 1/4•0 UO SCREWS PER KOS, DESIGN WINO LOADS MALL BE DETMW40 AS PEA SECTION te09 OF INC ADM MENTIONED COOL FOR A BASIC WAD - 7/16'0 A 5/0' WOOD SUSHN0. AS DISTRIBUTED BY ALL PONT SCPEM. IC.T A SPECIALTY CO. SPEED AS KOUYRD BY THE .URODCTION WHERE STORM PANEL WALL SE NSW1ID, AND FOR A DREC110NAUTY FACTOR ND-0.63. USING AM 7-16 AM SWILL NO EXCEED THE MA7[WW (A.S.O.) DESIGN PWSSURE RATINGS NIWATED ON &TEEMS C.1) MINIMUM TMKJIOED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL K 1 1/2' NO Y FOR ELCO PANEL MIE PLUS 3. S THRU 12 B 17. 1e. AND PMfEUIMLE RWL[ 10. W OROOR TO VLWW THE ABOVE CONDITION, ULTIMATE DEBON WIND LOADS DEMURRED PER ASCE 7-16 SMALL SE FIRST REDUCED TO A.S.D. DES" PRESSURE MNG TBY MULTIPLYING THEM off 0.6 IN ORDER TO COMPAIM THESE W/ MAX U.S.O.) C.2) MINIMUM THREADED PDlTMIM OF LAC SCREW. KID THE WOOD FRAME UNIT SMALL BE 1 1 '. NO TIM AGED DESIGN PRS�NE RATING'[ GICRTED ON MEETS 3. 9 THRU 12 A 17. 1e. I PDACTRATION SITES STUCCO SWILL SE CONSIDERED AS PAW Of THE KOURM THREADED PENETRATION. N DOER TO VERIFY THAT ANCHORS ON INS P.C.O. AS TESTED WERE NOT OVER STATES ED. A 33% INCREASE IN AUDWA I STRM FOR WIND LOADS WAS =I USED IN THEM ANALYSIS. FASTENERS SPACING TO wood HAS BEEN DETERMINED W C.3) M AKUM EDGE DHWACE OF LAD SCREWS. INTO WOOD SMALL K AS WOCATED IN THIS DINING ACCORDANCE WITH H.D.S. 2019. SIM PANELYU ADVOCACY FOR MPACT AD Woo ASSISTANCE HAS BEEN VOWED IN ACCORDANCE WITHSECTION 1601A.2 OF CA) MIMMLM PENETRATION IION OF WOPUSHING SHVl1 K 3/0'. 1/4• 0-20 SCREWS USED AWL BE 1 1/2' LONG MINIMUM THE ABOVE 0 CODE AS PER AMERICAN TEST W OF SOUTH FLORIDA ROME 00514.01-01 AND /NY219.02-01, AS SHOULD STUCCO Ot6T, AND 1' McNInM FOAL WALLS WITH NO PRICED. PER SSTD ,2-99 A ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLORIDA REPORT /1123.01-10 AS PER AYAS-2a1 PROTOCOL& AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECION 1604 OF THE C.S) IN CASE THAT PRECAST STONE, Olt PRECAST CONCRETE PANELS, STUCCO OR OD WOBOARDS BE FOUND GII INC EXISTING RIN91ID ROA ALORG WOE. WALL ANCHORS SHALL BE LOG ENOUGH TO REACH THE MAIN STRUCTURE 91 SUCH PANES . ANORAI GALL BE AS MENTIONED CA). C.2) A CA) CI(0) 2. ALL ALUISNNUM EXTRUSIONS TO BE 6003-T6 ALLOY AND TIMPEN. (UNLESS OTIIEtWWSE NOTED). SEC AMET 2 ANCHORS AMU. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECPICA110N3 OF INC ANCHORS WNUFACIURER, 3. All ALILIRr1M SHEET METAL USED AT CASURF:S SHALL HMV[ 31011 ALLOY. 6. PANELS MAY ALSO SE INSTALLED HORIZONTALLY FOLLOWSO WSTALlAT10N DETAILS SHOWN W SECTION 1 THROUGH 6 (SIEE73 4 4. AL STEEL SHEET METAL PANEW PANGS AL HAVE STRUCTURAL QUALITY Slit, AMU A-633 GRADE e0 MINIMUM. 0-00 GALVANIZED THIOUCH 5) EXCEPT THAT HEADERS® •0 ML AINOT SE USED. STEER. DESIGNATION W/FY- 22.2 hN (AFTER ROLLED). 9. IT AWL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUS OF INC STRUCTURE WHERE SMUTTE71 IS TO SE S, ALL SORE TO BE STAINLESS STEEL 304 OR 316 ANSI SERFS OR CORROSION RESISTANT COATED CARBON STEEL M PER DIN ATTACHED TO WSUIIE PROPER AM]IOPoOE. llp5 SHUTTER SHALL ONLY K ATTACHED TO CONCRETE, SEDGE OR WOOD s1tAIK O 50016 W/ So III YIELD STRENGTH AND 90 Im TENSILE STRENGTH AND SILL COMPLY W/ FLORIDA SUI DNO CODE SECTION 24, t.3.J.4. . EACH REGULAR IW, ]W • 4N ON 10. EHEE 2, 4, S.R 6 AND AUCT" PANEC WITH LENGTHS OVER 90', AS PERAN XADILY 6. BOLTS TO SE ASTIR A-307 GALWV6ZED STEEL. ON AIM 3014 SERFS STAINLESS STEEL WIN 36 6A1 WM.M YALD SIRO OTN. 4.%STORY I1.S 0S SHEETS 4, 5. 6 A 7 RESPECTIVELY; R AWL HAVE EN A LEGNkUAM AND READILY VISIBLE 1MRKBIG INSTRUCT" OWIIER M T[fYIANT 70 SCCIXK PANGS WITH APPLIGBUE REINFORCEMENT OURIG P'E0005 OF HURRICANE WARNMG. 7. ANCHORS TO WALL SHALL K AS FOLLOWS: I I. THE INSTALLATION CONTRACTOR IS TO SFA1./CMAJ( ALL SHUTTER CMVCO R EDGES O CH RIEMAM IN CONTINUOUS CONTACT WIN THE BULDNG TO PREVENT WND/RAIN IM UAON. (A) To EDSfING MOM /ONCIIEiV. - 1/4.0 TAPCON ANCHORS AS MANUACTURED BY I.T.W. BULD[X. NC. (Min. rc-3192 P.r•L.) 12. SHORN PANEL RWNIAtM SMALL COMPLY WITH SPECS NWATED W THIS DRAWING PLUS ANY BUILDING NO ZONING, REGULATIONS - I/r • A 7/e• CALX-94 ANCHORS. AS WPWACTVRED BY DEY/N,1 INC, PROVIDED BY THE "MOICTION WHERE PERMIT 15 APPLIED TO. - 1/4Y . 3/4' SOLO -SET ANCHOR•, AS D14INW= BY ALL POINT SCREW. S LT A SPECIALTY CO. (MI.. re-3000 Ps.l.) 13. (o) 1H13 PACOUCT LVrLAATON OOCWENT (PLED.) PREPARED m THIS ENGINEER IS GENENC AND DOES Nor PROUD[ 11EOWAlIO1 - /14-10 PNEUMTE MA E D A PANELMATE PUTS MOORL AS MANIiACR/RED BY ELCO CONSTRUCTION PRODUCTS. t'D11 A SIDE SPECIIC PRO•ICCT; I.F. WHERE M SITE CONDITIONS DEVIATE FROM THE PLEA. - 1/4-0 7AMAC NON ANCHORS. AS MANUFACTURED BY DIEWALT. INC. (W) CONTRACTOR TO SE REWMSSLE FOR THE SELECIICIAL PURCHASE AND INSTALLATION INCLUNC LIFE SAFETY OF THIS PRODUCT A. MINMUM EMENEDMI OF TAPCON 04CHM INTO POURED CONCRETE SHALL K 1 3/4•: 2' FOR ELCO PANELMATE AMC SASED ON INS P.EA. FRONDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. O NSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 1 3/4' FOR ?ANAL WAN ANCHORS. (e) tM5 PRODUCT NALWTIOI DOCUMENT WILL SE CONSIDERED IMALD IF MODIFIED. A2) CALK -INS SOLO -SET ANCHORS SNAIL K EMBEDDED 7/6' INTO THE POVM CONCRETE. NO EMBEDMENT INTO STUCCO SCOWL OF PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM SHOULD STUCCO EXIST, (it) SITE SPECIFICFLORIDA PROECrS SHALL SE PREPARED BY A IDA REGISTERED ENGINEER ON ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WALLS WITH ND STUCCO. AND MAY BE HEADED SCREWS ON ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (III FOR THE PROJECT AND WHO WALL K RESPONSIBLE FOR THE BUT WON ONG NUTS. PO" USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED MAIM TO INC P.E.D. ENGINEER. SMALL SUBW TO THIS LATTER THE SITE SPECIE DRAWOM FOR REVIEW. A3) N CASE THAT PRECASF STONE, PRECAST CONCRETE PANELS, PAVERS• STUCCO OR WOW BOARDS S[ FOUND ON INC EXISTING WALL OR FLOOR, AN04M SHAIJ. BE LOG ENOUGH TO REACH THE MAN G STRUCTURE BENNO SUCH PANS. (6) INS P.E.D. SHALL BEM THE DATE AHD ORKAML SEAL AHD SCMATUPROFESSIONAL E OF THE PFESSIONAL NICIDPACE SMALL K AS MENTIONED IN AI) AND IN A2). ENGINEER OF RECORD TFIAI PREPARED 17. (9) TO [X1S11NQ CONrJ1ER $DOS IWA•L. AMU C-90: 14, SHUTTER W"ACTUP"'S LAM AWL SE LOCATED ON A READLY VISIBLE LOCATION AT STORM - 1/r • TIPCOI ANCHORS AS MANUFACTURED SY 1. 1. W. BULOEX, WC. PANG lHVrTFN W ACtbWONICE CORN SECTION 1701.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL K PLACED FOR EVERY OPENING. LABELING TO COMPLY WIN SECTION 170114.3 OF INE - 1/4• • A 7/e• OINK -IN AINOHORS. AS MANLEACTIXED K DEINALT, INC. FLORIDA 9UHLDAO C00[. - 1/4•• X 3/4' S0L1D-SET ANCHORS, AS DISTRIBUTED BY ALL POWT SCREW. BOLT A SPECIALTY CO. - #14-10 PAN[1AM1E FEMALE D AND PANELMATE PLUS ANCHORS. A5 MANUFACTIRED BY EOO CONSMUCTION P NN - 1/4• . ZAMAC NMA ANCHORS, AS MANUFACTURED BY DENALI. INC. �',..,....,.uj✓ 0.,) KOMENT OF TAPCON ANCHORS. ELCO PACII.MATM AND ZMMC NARUN ANCHOR. INTO THE Hw11WILM EM ' •.� FLORIDA BUILDING CODE Non h WI Hurrltane Zone T L , 1/4•. BLOCK UNIT FNVCEN EMBEDDED 7/r WTO THE CONCRETE BLOC( T. NO %M44 9.2) CALK -IN II SOUR -SETA 04M SHALL RE UNIT. 7 aro 1WW0. Nt. 24 GAIN GALVANM STEEL STOW PANEL STUCCO SMALL BE IEIaNT1E0. 1/4' 0-20 SCIIEWS USED SHALL 8[ 1 1/2• LONG MINIM AIDM ExUST, AID ,• MMMMI FOR WALLS WATT NO STUCCO. �.• STATE _ K PROTECTION PRODUCTS, LLC. amp --? IL E C O Iwc. III IN CASE THAT PRECAST WOK. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOU ffOR( "�`JfF�.',�'.'✓� 4 MK.rI'L"3.MF",'.M DUSTING WAIL ANCHORS MALT. K LOG ENOUGH TO REACH THE MAIN STRUCTURE KHOD SUCH P G\+ �."•py�"ir(-nN wsR rNp ON)NN1gt 20-175 ANCHORAGE SHALL SEAS MENTIONED IN BA) AND W B.2). I�ONAL / ^.: tap m.�-rA�N (wlrw-TM t>AOrp+�-r;. NIH0 RAI/•6�AtMrVo4K rxAAAW Alm , a 14 CONCAM ANCHORS __ (su ScHeom ON SMELTS 0 THROUGH 10) CONCRETE ANCHORS (SEC SCHEDULE ON ARCMs 0 THROUGH E.O. I -`-Eo.-cal- T[AAM = 1• 161. LDaT1o,t ALTERMTE COMCNM, j EX6TeG ►Ds1ED CONCIi1ot ANCHORS -�iR CONCBIE CLOCK IF (am SCHEDULE ON SfEEM 9 THROUGH 10) WALL 3/6. WOOD ANCHORS (SEC 118E )MALE M 1' MESA. -- 1 PANEL LEGM (SE 504w E f i Of •L' MAT. Iln aD TOrI"O'MAW lox7 wn Am 1' Sf. MA W/ MI1 r as 9 THROUGH 10) fIf ✓ r -----------� (SUE SCHEDULE OIL -.--� SHEETS S TRIG, 10 I Inn k"'M" SEPARATION I - 70 GLASS.Kr SCHEDULE , IBOM Gilt r-n 04 SHEET 3) 1 .L. M.IMHn. IM mor PANEL LENGTHUL-.� (S� OU =f=-. - - --- (sm: SCHEDULE 1 ON ON SHEET 3) � -li OF "V I WY, 1 1 CD. [.D. 1 i comic pmmj n. CONCRETE OLW i CONCRETE ANCHORS- KO E (SEC sclera ON --._....-_L..____.....! SHEET 9 rMpUON 10) ONLY MEN SOLDW®uf t AK m MBWEN PA CONCRETE! ARE USED. 4fA09[IED WA1 _ (am SCHEDULE SHEM 9 THROUG1� 10) WAX 3/4-1- ANCHIOAs ALTERNATE WOOD 44 MI! _�{O0D (SEE 9C,KDUIE ON (SEE SC,KDULE ON '/ 3H1[ET I1) ABUT 11) t /1 IIAX. COCA - cm.. al L 11sc1))OULE 1 i O �Ir wLn W M 1 41� T'•.•) t' WX. PANEL LENGTH (SEE SCHEDULE ON SHEET 3) I OF t• MAX. • 12 1/2' O.C. i I -.�' :- 1fe• REEGUIRED PLAT REQUIRED _ was NOTE FOR MMBMTM OF SECTION 1. WSTALIATION ARE ONLY VALID FOR MAX. A-S.D. TOP B BOTTOM MOUNTNGS CAN BE DESIGN PRESSURE RATING (p.I.() AND PANEL LENGTHS COMBINED N ANY WAY TO SUR ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I I t• M•c PANEL LENGTH ( SCHEDULE OWN SIM 3) I rrPLxAet[) POURED COMM" BETE BLOCK WALL MOUNT SCALE 3/al" LEG I I , i --. 1• INr1. -- 411' IIIp} w•P NU• -owl. IOo seeit M f 1 At 1� 1Ir oz. Sl MS it/ M , I ' I .Y-riY I aj I I I •' l!/ I Mln SEPARATION TO CAPS. • .(SkL SCHMIAE ON SHEET 3) 1 1s/s4,Y-3ae,• v MAIN ">_.. _ 7F w RAH PNIFl LE N (SEE SCId I 7•RT IRON or ON SHEET of I 1 ZJ wx. X 1 I 1/2 � 1 4'MOI• ,` II I ]SDOD ANCHORS -(SEE SCHEDULE ON sUibm BGIE i/S••i O N a 0O -� O C to -6-0 -0 a- c C = to 0 t6 (� O 0 U_ O .� L O O L Q C F- /�+� i( %�� �/ I Q W d 1 0 0 r N ma_ a ) y -a C Q N n W r W (y 4 Q Q A -- E :- (�11 O O O Lu cn.�� i CID O CL CL C U coS..B... O ■� VI cu ui a z z Q J d SHEET NO. SH 1.3. 1 ( 1rNVxawy OR FOtal� OOFNo1■36 " FNHH k Nriaa"Mwo°D 1 - 2 Fa,RM mlalErL CdfJI[1( ROCK OA Tti4' 6oao 11YIi'-';, r0U1m 1 1 r Mn. � 1 IY . 1 4• / 3/ 0 CONCRMrallool n�wAT IIm11Ilm 1 L----® OR� 1 2 1/2• ANtiIOR • ,Y o.z"-','v' MM 1 j• Ir 0. r- vAREs ( 2' r . r . QW W 3r . r . AM• ,2NM= tm LGCAo1, Y r Ms. W< l 4Lls • ALtAL ANN7 OF A6r 3 w9 44211 }p "• 5 I 1• , 1- PIItx ( IfMI AWL sO1f Ai O to 31-4 OR 2 ,/2• _O ,,.= Con.riAYMAMai M.a OAP 1/4' • 000T '' r ..07r `"oa-N • IY as w/mC MR teri ALLOY CASE A (PLAN) SCALE 1/4•-1• CASE B (PLAN) SCALE 1/4•-T• CASE C (PUN) SCALE 1/4'.1' I.SX =APPM� OPENING Wo M air XOa rwt X - 60. DISTANCE i CASE E (PLAN) SCALE 1/4--,- CASE F (PLAN) SCALE 1/4--1 - r . r . Aar site N-,4 6063-711 Ito, COST. NIRt ANM WITH +er0 1 1 3/4' TAPOOR • 12 oC. �mvo- �.77 PMU CONCRETE. OOCRIIE BLOCK all rN- 000E TMAE MOUNTED, CASE D (PLAN) SCALE 1/4•-1• ]�(z $pMtAD-IU an CAN-0 PGBM CON=W._, $0. ,AN M (PWALEB O A SUE ".W►M1N09M MCCPAIaLNtE nIs a i i t aao 1 ONES or wow ss)Nwlt aN w En a PRA1H "woo i A6 MRICNU I 10 a 11) 3/4' Mm- •© OR® Q �J m Rz ARe<f n w. W au (TEEM CUT Do TAW NFPRHM' CASE G (PLAN) SERE A: Tkl/� ' 1y�CENfE• `',� No. 44167 sCAME ,/.•.,• V" FOR OMT NOW NSIALLATON ONLY ! CERTIFIED PANEL INSTALLATION AT WALLS w/ SURFACE LEVEL VARIATIONS WITHIN 3/4• * :IS FLORIDA WILDING CODE (Non IN•h W,IocBv Hurricane (VAUD ONLY FOR PANEL(j)OMALLATIONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS 6 t 7) MAX. A.S.D. DESIGN PRESSURE RATING (ve•1•) MAXOM ANCHORS SPACING FOR EO.. AS SHOWN ON SHIM 6 AT 7 APPLICABLE ALlummimes ! ANr OF THEM WXMUM t' rAPtXN LAD SCN[w P A ELMATE rEMALE 0 PA EL ATE mm ,pOp Raw* 13' ,3• TV Ir Tr IV FF— TV Tr TV Ir 13" ITT Giant" 6 t/2• 0 1/2• 9 I/Y 6 ,/r 6 I/s• (OP) 4' 5'-0• V e• -- 9' N' - clam Olt L SS r - e' - -- r s• _ sw Dlm,w) 3 - -- TV — Ir TV �-45 LESS TV ,a' Tr - 13' 7r 13' 13• TVIV• , ■ IS. 13• Tr Tr 1r r ,■ OXmM 6 1/2• • 1/2' a 1n' 6 1/2• • D'ory - - 6 1/4' 12 1/2' Ti* • 1/r (BOB-- >r-r 4 1/2• 4• 6 Tn• 1 a 1n' - (top) 14'-4' , n r T - 7■ 0XX7RQ 10 ,/2- • 1/2• 1 IS* I fY 4' (mP) 1 TV 6 1 • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOWS t MAX PANEL LENGTHS MEN SPACER @ IS USED, OORRSPONOMIG ONLY TO ALTERNATE 2W ON SHUT 6 CONCRETE NItt= FIGURE. 1/4-0 PAELM ANCHOR • 12 WAS. RSA. OEM E PIM� (P.alORME MAXIMUM ANCHOR& SPACING FOR E0. - AS STORM ON SWUM 6 IN 7 IPPLLGMLE To ALTEANKIINO •ANY 11b1 1AFAMIX1N Lf H (K) TA/CON LAC SCREW PANELWTE O MMJAAM PLUSOF wow B119NOIq lr 13' Ir tY TV w I3" Ir 1Y Tr r if (IWIo1Q 6 1/2• 6 In' 6 1/2' 6 1/2' 6 1/r ZWP" _ 6 1 4• / 12 n a / (NOR q 7• 7 1/2• r a' - f7eP) OR LOS 7 1/r 6_ r __- r - sw (e rw I3' I3' Ir 13, TV So P" 445TO-45 475. -75 Ir 13' Ir'_.. Ir 13' tr Ir ,3• ,r to' _ 13' Tr 1Y Ir 6Ile Iw(Burro) 6 1/2• S ,/r • 1/2' a 'A. 1 1/2- pm OOP) - I - 1 S 1/4• 1 12 1/2• 6 1/4• ISO (1011.•) 1 1.1-O' a 1/2' 6' 7 11 7 1n' - GOP) lO r S 1n s• e• 7N donDNM) 1r 1 Ir I Tr tT 10' • SEE TABLE /1 FOR MAX. AS.D. DOW L0405 t MAX. PANEL LENGTHS MEN SPACER 0 is USED, CORRESINCINDING ONLY TO ALTERNATE 2W ON SKEET 6 AS 0 OE11011 LOAD MAXWIM HPANEL LDWF 40 PSF OR LESS 6•-$. > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF W-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W) PANEL MATE�`� ID OR PANEL MATE PLUS ANCHORS t W/ k I ?r..N1(, "'VIu4 1/2- O.C. /y © i t• M. PANEL LE NOIN (SEE alwi ON I- N. ON saw 12) PALM , OIA7e. 1 I 1 I O L/2 t ./SECEQHJLpU D.C. 2EE MM= 16 ! If MR MCHM "K A VIACOM TOO onw"AT0t16 0W I000 PAGE outoom OMAN ANCHOR 91VANO AND wMM EDGE OWMN= ARE Oacoo aN Tr= SMONAL to EA. I= t101N owed on mma RMNCE so= woo" IN wA„ vm BEANO Dow am smnu of TIE fOAL VON FOR O OPONIUN TO K PIMMILL MEAN S►ACNC ColaEN LINING PAM SMALL Not K Ws TRIM IMIN M SPALoa 001010ED FOR MACH ML1aR nR am no OONVAL 1 1 MOB � - _t/41r wow womm now wam 04 3 3 •.eNLrtN, on.r 9AI 3 3 s a 1/2 tAAAgW W,.,4t w W AiK Wi AIR NORM ,s r 661 ,/ %R/11111/111, 134E717N�a�.. MAXIMUM A.S.D. DESIGN PRESSURE RATING .B.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORK PANEL n INSTALLATIONS INTO COmatETE a CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(DWSTALLATIONS AS PER SEC110NS 1 THRU 6. ON SHEETS 4 t 5) MAX A.S.D. PRESSURE �� MAXIMUM AMMON6 WVZM FOR UI LO. PER SCHEDULE BELOW APPLICABLE MA701OY PAND.iN MAIL A.S.D. OEM" PRESSURE RAFMG NAXRM AIL7 M SPACND FOR ON LD. Put SCHOU @ O■ocum UPPIIC/ORE IIAl0Y11Y PANEL ENSTN TAPOON SOMA-w 7M6tD-TSWUW Galt-N ! �, TAPOON SMA)-SFr RMA 7NML-NYIIM eAUf-N ! �• W W W W TO Of THIN(TOto W m OF THEM) 445, -48 on ll7! ,r 1 ,r • ,3 + • s Ir TV ,r ,r Ir TV Ir tr W-6,. OR tm 4{S, �O r TV ,r ,r ,r ,r ,r ,r ,r +r 1r ,I , 6._. OR LLf6 Ir 13' ,r Ta• Ir 13• 1r ,r ,r ,r Ir Ir I (•Drw Ir Ir Tr ,r fY ,r tY Tr lY tr Ir 11 1 1 (BDRD10 Ir ,r Tr TV 17• ,r TV I3' 73• Tr Ir IF 2 1r Tr Tr A' Ir Ir Ir ,r ,r Tr lr 11 t/2 2 (FOP) Ir ,r Ir Ir Ir 13, 1r tr ,3• 1r Ir Ir 2 (BOSON) tr it Ir /r 1r IY ,r it 1T Ir 13• 1 12 (MINION) ,r ,r lY tr TV IF Tr tr Ir 1r /r Ir p (TOP) 1r ,r Ir 13' 1r Ir 13• 13' tr Ir 1r 11 1/213 (TOP) 12 Ils, is T/sj 6 1/4- 's 1/4-12 1/2 12 11r.- - • 1/4' 6 1/4' 3 (NOTION) 12 1/2-12 I/2 0 1/4' 6 1/Y 12 , 12 In11/2*3 - 6 1/1• 6 1/r 3 (NOnON) r r r r r r r r r r 1. 7 I/r 4 (MOP) r 0 ln' e• r r 1 In• r 7 1/Y•• r e• 4 mm r - 1 - r - r - 6" - r - t6oTI01t) r - r - r - r - -_ e' - 4 Ne,W14 1r 1r TV 1r Ir Ir TV Ir tr Ir 1r Ir ,r Ir ,r it ,r fr Ir la• Ir -13• + 1/2 (TOP) Tr lr ,r ,a• ,r ,r TV it tr 1r fr /r mmw.-) Ir tr lr Tr Ir ,r ,r Ir._lr 1r ,t In 3 (NOTION) TV 13' tr Ir Is- 13- tr 13' Ir 13' ,r IV 0 Ir TV tr Tr IS.• 1r ,Y ,r tr ,r 11 In • (MAP) _ - { 1/4- 6 1/,- 6 Ile 6 1 4• - - - - 11/1 6 1/4• 0�'� - - 6 1/4' 0 1/4- 6 Ile 6 1/4' - - - 4 1/4' 4 14> • -) tY a' 1r /0 1 Ir Y tr r 7 1n a to Ir 4 1/2 1 CIOP w-4. TO IV-4' Tr r ,]• tY ,Y 6 1 tr 9 t ' 6 1 ,r 5 1 I >e'_r TO r-r 13" r TV ,r Tr 9 1n 1r 9 In 10 In 1 to 1r r I ammm) Ir 7 Itr Tr Ir ,r 10• ,r or r /r a 1/r I (wri01) 5' Ir 10 to Tr r TV r 7 1/2 5 1n Tr 4 1n' 2 IVES) Ir r Ir 13• Tr 0 I/r Ir s t/r 6 ,/2• Ir 5 I/r 2 (TOP) _,r Tr r Ir Ir Ir 9 1/2 13' 9 ,n 10 1/2 7 1/2 ,3• 6 In' 2 ) Ir 7 ,n' Ir lr Tr TO' 13' 10• r tr 6 l/r' a polow) Tr r Tr 13' tr 9 ,n Tr s I/2 t0 1/2 7 t/z ti• a I/Y 3 (TOP) it 7 1/2' tr Ir ,r 1r tr Tr r 1r 6 In' 3 (w) - - 17 1/2 12 In 6 1/r 9 1/4' 12 ln' 6 1/r - - 6 1/4• a 1/4' 3 Monism) - - 2 t 2 In 6 1/4. 6 I/4' 2 7 12 1/2- 6 1/4' 6 I/r 3 (BOTTOM) Y r •' S 1/2. 7' 3 1/2' e• 4' 4 1/2• r f 1/2' 3' . (,OI•) 7 ,n- r r 0• r 4• 1' 4• 3 1/2' a i • r 4 (=P) r r 6' 1•51/r1/2• 6 ocluo r r e• r ' 7 I/Y (eomw IT 7• 1a' 1T IJ• • ln• 13• 1 1n' 0 1/9 7 lIr lr r Ir B 1n' 1r tr 1r ,0 ,r Tr r ,r sU' Y Ir 13' Tr s 1n' Ir 0 inr0 T 7 I/e• 1r • /n' S (BOnW)tr a ,/r Tr Ir Ir t0' ,3' 10' r t3• 6,3• r t3• 10 1/2 1r Y ,3' 7• 7 ,/2• 9 7/1' 1J' 4 1/2" 6 (TOP) IJ' r IV ,3• lr 9 1/2' Ir 6 1/2' ' 6 1/2• 13' 5 ,/r 6 (TOP) •1461/4' 61e a14' 614'614.6 NOR.•• atPllral l' a14' bt/-is i/4-le NL SM 11 TO ANCMON TYPE ! WAGING IOU OWAUAM4 010 11100E PRIME KIMM • WOW ABOM 71MCEMO NO WOMAN ma DWOU ARE SOUND ON WIN SOIWAL MR EA ROW TWA TOWNS OR SCOMA ROOM ANCHOR SNCG K OAMYNT IPMM SOW ON SCMOi ■Y M FOIIAINp FACTORS. FOR lift OPDMnM TO BE Fot9■N- RENrio SPANS. ONAIEO MINING WM WOLL NOT SE LEI: TTYW OPIUM JWACMO wmmo FOR EACH mam IYX ON TOR 2C1lS1K Alma THIS ,H. ,Kea. ,/r•_ tµ•• tp1 //4'• _ 1pti nNt21 twle.D NNMN MMOXOR f■VC016 Gn) 3 3 3 3 a ,/r I ,/I ,,,�„y,N •U 3 3 ,p• r 3 3 t/r 3 or+AP,a a.sl Taal 3 3 ,/r 3 ,p- s I// 3 I/r A XIMI. no ama FACTION r -- - . _. 3 ,t.M w •40 - 1N"- a,e IA• - ,.te w SPACINGS ONLY VALID MEN 9PIICER IS USED- SEE /1 FOR LAX RSA. DESIGN I.DAD3 t NAX PANEL AMEN SPACER 6 USED ' m"JL A ASA OBlION LOADMAXAM NPANEL LENCITI 40 PSF OR LESS 64-6• > 40 PSF TO 50 PSF 6'-r > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS W/ SOLID SET N CHORS t W//" SPACER AT 12 1/2- D.C. _..._...___ ...___.__�-..____ _..____ANCHORS (SEE SECTIONS 6r ALTERNATIVES ON SEER 13, 14. le �I 3' VM. R-tA/13, R-2,t,/13, R-3^/14, 4-11V13, R-25/13. R-A/(4. ,•• D.M..©, "- R-TAW/13, 111-2AMA/15, R-34W/19. R-1B1M/1S, R-21N(/15. R-3/W/T6. 1" MIT'. Or -" r---- -_ ---- ---jjll__.--_...- r--i---�- �--- .� i- -- ; � i�-1�I I I I i i ', '• ` 1/4Y-20AI•' S.S. 'BOLTS w,(� i ! I j l• 1 1 I I (USE "M PANEL .0 I I PANEL tETIGM i j 1 i OVER r-V) ► ! i s _ �I,FF�DDLAIsmm I PANEL REGULAR sT�nM PANEL �f I 1 4 r-•• ! H0.4 -40-0 Pod. i l ; ; I j OX/ OVENA► MD ►MIEN LLMOM B0.n �I - - - -- 1 L - --- ---------------- , L1 ' l r-e• • +cote. -Sao W. t � (W/O "%AP YID Pon LENGTH NOUN 11 ! i _ 1 A LSE r T A L M UNIV LENGTH 1 • ' _' I ' s,s. NX75 w's•,�y ( - I ..I - AT ALL MOUI/INOS AT FA OVERLAP- 1 1 1 s --�--_-- i ----; } T - iNB2wL3 If 3dlb -- - j -- I - -- _ N ..IV 1 "Y P NEL BOTTOM OOMMER -}_ I , , 01 O _ waHc NUT A7 r EVERIOR ; RANG NUT AT LO MAX. T PANEL .-._.. RIGHT PANEL r VA� 1 ♦ NS)ALLATENS ONLY VALID FOR IMNG r 46N. R-IA/13. R-2A/13, R-W14. 0 -15/13. R-25/(3. B-3B/141. r WO sKEG UP 70 R-RAWP15, R-2AW/15. R-3w/is. R-1BW/75, R-21ITW/15. R-3BW/1B. (OFF SECTIONS ! ALTONNaIVEO ON SLEETS 13, 14, IS &16)------ .--...----- -' - _1/4' MAX. GAP ��E SAFETY (t) '-�/7�J 2.UY SCALE 1/4"-T' �/7�J i STORM PANEL (4•L O.WM .-1._WAME 1611110 '� NOEL 4 IC - •.lam, 6 / MAX 1 ,hr ^.•�7TQ7 LIFE SAKTY PANEL TL' FLORIDA BUILDING CODE Non High Vftleeefffty Nu cons Zon6 EMIRIOR NF`rs//�ORIDh . 4C�� �0L160' .B 24 GAGE GALVANIZED SIM STORY PANEL F.P. w; " 6 T� L E-T C 0 PNOTECnON PROOIICTS. LLC 07�'DNc/" SECTION A -A MW t... sl ,1MSr SCALE 1/4•-1• 2J 1�,tw m-w .-. o,-, nao UH)r6-7Na ra:11114)116'•m7 20-175 FL 7Gl/B•4oYolMR CA Zli.. r r NW,OM ,I. P Nam 17 f/ 4 I I N j 1 -'- _ M GMri . PANEL LENGTH (SEE ELEVATION ON SHM 12) I 1 , I-- k 1 2.4• +IaQ4. RATE I'0 TAPOON "END mom • s• O.C. .4' WOOD NO WALL MOLI(I CALL 3/0-1- I= 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DES" PRESSURE RATINGS p.af AND PANEL LENGTHS AS PER ELEVATION ON IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.56 OR EQUAL 1 ; I _ 1 41F7r,t' r o/u2�2� M IL i I r I WHM IS. 1 I 13Noar •ri I ON 12) I I I 1J2 1 I '•7.9�111 4•Yi oaw ev, ac TAPCON 2•.4' t • r O.C. PLATE KQUNW I7; 11L � 7 iollT4.ryn IC 711i4E'7Jy�i■ZTa t- MIL �--• a. PANEL La am (SEE aewRTQN I I I I I I L N6, Ni ban • ,a , S.C. TAPCON 0 0••O.c. (VAUD ONLY FOR PANEL 101NSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 t S) IN1L Rio. PR tm MaTMj 11AIOMUI ANCHOR• SPACING FOR LBN EA, PET SCHOUAE Hoar APPUGBLE ! MA,GNM t17 fn.) NHL. As.O. MMIp911R[ (oTMj MAXIMUM AMM ONS SPACING FOR MIN EA. PER SCNEDIHE Ballw �� 11LXIFM t.0^ 16 (n•) TAPCON $MJD-RT FIDIALS ID PLUS7AMC-NNLM CMX-N rMCON aDIID-!R FEMALE 0 1" IAIYC-WNJI GVK-N ! rootha m m W roirk a<M W mom bk ro W m11oN Nab. -06 *76ro 1]• 11• ,r 13• 1]' 1r ,3• 1Y tY 12• 1r 10' , 5,�. OR LOS i75• -m 411 11fe r Ir 0 + 13• 0 1 tr • ,/ 7 1 6 , lY 4 + + W-41 of Tr 11' Ir Ir Tr U' Ir TV Tr Ir Ir Tr I (Borw a 1/2' Ir Ir ,r r lY r ,r 7 1/2• tr r I 0011m) /J' 11' tr 13' 13• 1r Ir 13• 13• Ir 13' 1r 2 OeP) e" Ir 0 f/ Tr • //Y IY t 1/2' 7 1 a tn' 13' s 1/r 7 ) Ir w TV Ir Ir tr Tr tr t3• 1r Ir Ir 2 (BOTTOM) r 13• 1J' tr 9 1/2' 13" s t/r 0 1/2' 7 ,/r ,r 6 1/2' 2 (•Ww40 Is- „• Ir TV Ir Ir Tr it Ir tr Ir Ir 3 71 Ir TV 1r 9 1/r lr 1 tn' 10 I 7 1/x' TV 91 3 (TOP) 2 1/2 12 1 6 1/4' 0 I/r 2 In 12 In - - a I/r 9 1/r 3 (BORON) - 2 1/2. 2 T 6 1/r 6 ,/4' 2 1/2 6 1/4' - - 1 1/4' 1 ,/4. 3 teel,Du r 5• r r e' r r 4 ,/r Y V r 4 1/r t r r a 1/2• r 3 1/2• r 4• 4 1/2' V 4 1/2. 2 1/2-LEa 0• - o' - r o' 0• - o• - (WffW0 [1V - s 1/2• - 1•- r - 5 T/r - 7• - MOM" III- ,t' lr ,r U• Tr ,r tr ,r ,r ,r to" 5 MAP) 6T/r 13' ,r Ir 1'13, rTo• 7 1/r 1r a• LYOP)13' „• ,r TY 1r Tr TV ,r ,r 1r 13' To• 5 MM=) r tr Tr Ir 9 In• Is- • ,/2• o In 7 In• 7r r 5 Ow"aM) ,r 1,• Ir ta• Ir /r ,r Tr T3• tr ,r ,0- 6 (TOP) 6' 13• f01/2 Ir 1 1/2• 1r 6tn' 7 1/r 5 ,n' Ir 4 1/2' 6 (mm - - 61/4• 0 1/4• 61/4• 4 1/4• - - - - a l 4• 6 1 r s - 6 1 1' a ,/4' 1 1 r 6 1 /• 0 1/r o 1 4' - - 61 4' o f 4' 4 (6 m- Ir T 172 13• ,r 1]' 1r ,r ,0• 11' r Tr 4 1 1 ),W-r To e'-e• 5• it o 1 W' S I li' 6 1 7 1 6 In tY 4 ,/2 ,TV W-C 7D r-W 7 ,/2• Ir ,3• 13' 0 1/2 13' ,0 t 11 In r Ir r I 0 tn' Ir TV ,r s' ,r 0• to• 7 t/r Ir r 1 lemTa40 13' 7 1/2• I3' TV 13, 10• Tr le It' S' Is- a 1/2. 2 (FOF) r 13' TO f/2 TV 6 1/2- 1r 6 1/2' 7 I/r 5 I/r Ir 4 1/r 2 (CROP) 13' 7 I1r Tr Tr tr 10 In Ir 10 fn 1 + V1r r a ammm) Ir r Tr tr TVs In• Tr 9 I/r to 1/2 7 in• Ir { , 2 (NOROM) IS• 7 11r ,r 13' tr To 112 13' 10 1/2 1 1/2 r Ir r 3 (MP) tr r 13• TV 13' 0 1/2' 13' 0 1/2• a 1/2 7 1n• 1r r 3 (TOP) 12 1/2"12 1/2 0 1/4' 4 lle112 1 6 ,/4• - - 6 1/4' s 1/4' T (90rmM) - - 1/4" - -II2 f 1/4' a t/A' 3 (00110Y) 7 ,n' 3 tn• r 6• 7 ,/2- 4• r 4 1/2" W 3 I/r r r 4 (TOP) T r r a 1/r r 3 t/r r 1• 4 1/r r I ,n• 2 1/2' 4 POP) r - r - r - 1• - 0' - r - 4 (NOTMU) r - 6 1/r - r - r - 5 1 - r - (NOr1014 Ir 7 1/2' Ir 1r 1r 10 , lr 10 I/ I In r 13' r 6 (,O►) 1r 0 1/2• Ir 1r Ir r tr r ,0• 7 1/2" Tr r (10P) ,7• 7 in' 13' 1J• 1J' 10 1/2 Tr 10 In 1 t r 13• r s (sow /r r 13• 1r ,r 9 1/2- is- 9 1/2. 10 1/2 7 ,/r tY _ 0' S (BOTTOM) ,7• 7 1/2• A• tr 13' 10 1/2 tr 10 t/1It- 1 6' TV Y 6 ) IS' r 13• lr 0 1/r ,r a 1/2. 7 1/2• a 1/2• I7' • ,/2' a (TOP) f l4'•1/•614'014• - al /•91{•6(BOT1.• oTH'0t 1'bt 4•e14' 111. 9, 4'{ OR s,m It me ammm "K I MIND MR alluA MCM MO NOae mw Ream& • 3MRAM saw SWOON we ,IMAM ONE OOONte AlY "WAm aN so SCHOOL MR 9A ON THAN eOPMm 000 soma REOR ANOROR MANIO If NL1wLY0a SntrlO Oman n ON 2CMIaa 1Y M roumm rAOmAa no oft OPOAT0N1 TO K PORE. Am1Is0 WoOm =A M tls0a 111" 21101A NOT 6E LS "m N1NMA 1PAN10 om m FM EACH AMC"" ,YK ON no aN1mtFL AND=TR ,/4••- 1/.Y 1/4'. 1/410 .�1 I•NB+NBN _1/4•. GSX- o•a•ar t OMA MOTORke, s 3 ! t I/r 1 1R MRMYNtlte3 ,/r ! 7 I 11r 3 normaOw3 ,/r 3 ,/r 3 1 3 ,/r N10RDL 116E 1BBN(1< '-'-'-- 77 l� - -- _ - _ O.S. -- r as aTe - .-� 3 1 - - -- 100 "a •• SPACINGS ONLY WFIEN SPACER IS L1SFD. SFE 7 FOR MAX. A.S.D. DF51ON LOLDS t MAX. PANEL MEN SPACER USED. 1/4"0 /AMA ANCHOR 6 -O 7/■i./L a A.B.O. OL360N LEAD MAXIM taglN� 40 PSF OR LESS 6'-a• > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF W-10• A MAX. PANEL LENGTHS ARE OMY VAUD FOR INSTALLATIONS W/ SOUD SET ANCHORS t W/ SPACER AT 12 1/2. O.C. ►1 • ANCHOR 0 9 D.C. INSTALLATION DETAILS • : LIFE SAFETY PANEL ON POURED CONCRETE • : CONCRETE BLOCK CONCRETE on ANCHOR ' , NIQUIRE© i . CONCRETE ,BLOCK©�, ' REQUIRED. f 4 _ _. IT 8 V + i 1• MM. I p j I 1' min. I F 1 ( t 41-3.,• 1 ELISTS1w 1O GLASS. ;Huss I - _ t/4Y-O,• a p EGBF (lQ.O I T -- t .'U-fan- DL1671t14.�. ro .. r RASS -L ♦ A.... ' 1/.TA-fir u an/f M a Ar GLASS .__ -. ... _. r wa0t>s! - .. a G 1•M, OAR rtl ;1• 1 row PANEL LEMWN (SEE ET 112) C�11L _... 1t- '- %- --- - - • WL. t 'I'mLEwotN i 121 9 _ ..._r__ -- - ( MAX. PANEL LENGTH (SEE E171a110N S �.. 1. --�---... 1 1!t•' MAIL 41PANES. LENGTH (SEE ELEVATOR 1' Yin H 0/1 OEE1 12) IT Y --- I -. -_ ----...� W 8LIEET l 1' MM. I ON sow is) 1 ON SHE 2)1 -•-SEPAWL I ' 1 ,VMTIOk- : ..__. i _. ._—� TO OIASS.TO CLASS. `/2e' E.D.•! p• i LD • U1/4-0 Im%xGDUwmILt_//' _,1._-. _ 1_._.__�_ .._-1 Eo ..- IB! NSq/ 0I21 Qa / R.._- 1/4-0 TA" �,�/{Y TAPCON ,�/4.0 TAPCON ANCHOR • 0. O.C. • r O.C. ; ANCOR 7r s• S.C. A3CNd1 N r O.e. `EXISTING CONCRETE NLACL REOURM. CONCRETE of (LSAFNCaNgOIt •_ NDd qER. a = �. OR L�PaSEo MOCK CONCRETE Oft ASOURED. �_�vaXln CONCIKIE OR xoac RERNRED. WALIM No SCALE 3/y� mg _'Vo wNNNV•• 1GWE 3 .1 2'.4" Not PLATE su IN = 19 ! to no ANCHOR!; N60a Tat 1/4". TK T! S►ACI D FOR SSONATM MR, o000 FRAME BVLRUW wmw ANCHOR $K% m ANN w1N1RM I•lOIIL ANCIOR >F0690 p..) a •N•NRMRr ,ONr.M OA) MN„B� �� 7Ni6N1� J EDGE ontem An scam ON INS SOMMIAL'a to. um Tom SOOATE ON SC OULE AEOCE A CHOA 1PACNo 3 M NLT21LTIa 2►AC2fO MOAN ON SCHEDULE OY M FOU.0010 MCIORa AR �■ R� •.a1 _ _ - FOR INS OPmaION 70 IS FAa6 m m wvnw OBIAV" um - - - mmum WOO #M OIE FOR LA04 Ma:INR 7IK ON no somaL r 6.4e 31 7APOON R•rac et AO��A1•��S , M M-a61/A�' PANEL a4m N (NEE EEVATION -- ^ ON SHEET 12) V I 4 i •nyr6e PAMELMA7E MAPS R IN 12 ,n- 4C. 1�L5: 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN PRESSURE RATINGS (p.a.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 20N4* NO PLATE REoIAaEo ND. 44157 • STATE OF 1r ' "(OR --= S/0NpMM PL WA MNWRMMNR .. Ran • - Ma� a• PANEL LENGTH ON ON SHOT 1 1 ii i e• ' evyrm PANE.MAIT PLUS 4•12I/r O.C. eano n,ma NL 24 GAR GAWAIRgD STEEL STORY PANEL I.P. ft IL ECOIMa. GLOBAL PROTECTION PRODUCTS. LLC. p.•%2w ww, W �r••,�i, w _ U,r CA• OMII •Y,ED A MLA 4010 ". 81 woo 6WH. FnL 331 wlollc(M4)2WL FAM df4Atf0-6ri7 20-175 am%" f 4- • w t1o27 U 4F II ^W W u) ^' V L 0 W C Q CO O -0 �- .� U N N c) O O O W O LL- cu 0 m p > An cn N E (D p ^ cu O3.cn cu �s. � L J 0 1 N C N -0 •Q U a Q. (f r t 4 0 L) U (1){ o 7 7 z C' E O o 4 U r 6 `- 0 UJ 7 .4. cnr}..J cu O II_ U) CL CL _0 0 ■� ♦♦/)� vI cu w ZQ Z Z Q J In. SHEET NO. SH 1,4� IIiJlldii r14EDbe u Y u Yu: Y I. iA .. ■ �■+uttl� a w� le r /14Kt• OFTH n:e n Rr/ n • AMe/gas ----- Sea -(W sacnoo E21 a ALrmomoa 121W ON ow Is)-` � (� MOTE 2) -0-All SEE -T-- (END PANEL) NOTES 2. ], t IT Y 1-1-i 4 • -r'-T-T-r-x-. '_ T_�_',.___r'T.Y.i (INTERIOR PANEL) r QNfEROR PANEL) I I 1 # _ I I• 11 - -'r (PNTER*MR t i T'T PANEL) I I I 1_ _ .-T-T-T_.7.-1. 1 (END PANEL) SEE NOTES 2, 3. 4 _�.�-1. l 1_L _L-1 1 M1II I T1- l e i-1111 1j] i rfrEll -n-I- JJ_L JJ_LLJJALLJJ_L -1LLJ CL1J111JJ_LLJJ1•LJJ_L1JJ • • e r SEE NOTE 4 ....- lE Lr1_ Fiti ism r. f p AL /16•e umnw 'POP IV ram; f •a 5oI OF 'L IIM1. � MAX LENGTH • t/- 40.0 IL41. .20•I4 _1 I R,ERLAP &[) BOx MAIL I v " ANC/qR5 .-•,•• '-_.--_..--(SEE SECTION Erl A: ALTERNATM EZ1W ON SHEET /a)'_._ -_._ _- E2//t6, EZt W/16 TYPICAL ELEVATION FOR SERIEES2000_ E-Z_ HANG STORM_ PANEL I ) SYSTEM (t) IP SECTION A -A TI,uDIu SCALE: 3/32*-1 • ,•.x`�Eil p. T ENGINEERING ENGINEERING EXPRESS* PRODUCT EVALUATION REPORT Sephomber15.2020 Application Number: 1Z111111III1- R2 EX Project Number. 2031543 Product Manufackusr: All Amedark 8hultsrs prod Glop Manuli ct rer Address: 1540 Donno Rood 11" Pakn Bnah. PL 33409 Product Nunn a Desalption: 24go Galvanized S" Storm Psneis Lou" Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report Is beknp issued In accorc ence with USE requkomals of Me Florida Depentmerd of Buskkses and ProhWoiel RaguiatiDn (Florldle BLYkWp Commissim) Ruts Ctuplu 61020.3.WS. F.AC., for statewide acceptance psi Metirod 1(6). The product t noted above has bo toidev ed "or aluded as summerized IMI to show complarwe wkh the Florlds Skdk*q Code Soverrith Edkn t'2020) and is, far the purpose kdannded. M bast equlvWW to that required by the cods. R#-ovslosom of Via product shell be required follwAn9 por rent Florida StdMft Code nwdMwtlona or revisions. SubsbnVeting Data: EX drawling S20.31543 tiwd 74ga OaNeNzed 81" Storm Panels *fVHZ 6 Merit-H%M*, ah"10 1-5. prepared by Engin iouft Express, signed 3 seoled by Frank Bsnnudo, P.E. is on Integral pert of tilts EVMuatim Row. Uniform deft structural porbrmorla has been tabled In sceorchonce with TAB 202 test standards fear bat report(s) LBT4"-17-W by Bbcbeiar Testing. Inc. Larps missile ksprot resistance and cynic boding parbmsnce has been tasted In accordance wall TA8 201 and TAB 203 bed standards par tMi repoals) SIST-ASG-17-001 by BWokwdw Tostkng. Inc. 8kucbuWl ongkeakg akulabors he" been prepared which avosWe Bra product based on co"mmdve and/or ndWnel onshrsis to gwHy the falwAV dt op cdtede: 1. Maximum Allowable Spur 2. Minimum Allowable Sports 3. Mknmurn Olen Sopw*Von 4. Anther 8paaNg 160 SW 121- AVENUE SuiTE 106, DEERFIELD 5EACH, FLORtDA 33442 (954) 354-0660 1 (866) 396.9999 TEAM O ENGI NEE RING Ex Oaess. COK E NGI NEtRIN OEKF RE 55. COM # LAST PANELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS 6E PROVIDED W REAR NANOIE ro FACILITATE INSTALLATION r INTENDED TO t# INSr LED FROM INSIDE OF STRUCTURE, NOTES , () � ME : E-z HANG STORM PANEL SYSTEM COPsn5TNG L a Onl. TRACKS TOP a BOTTOM. (2). END PANELS SHALL ALW/�(S BE CONNECTED TO BOTTOM TRACK OTHERWISE A S7 BAR ( SiIALL BE PROVIDED AT TOP OF SUCH PANELS. (3), IF END PANELS ARE CONNECTED t0 BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4"0-20K3/4" M.S. W/ 7/8"9Y3/32• WING NUT OR 1/4'ex3/4' Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. LO(:ATON OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF ENO PANEL, (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACT( USING SPECS INDICATED ON NOTE 3) ABOVE IN SUCH CASE, CONNECTION OF PANELS TO BOTTOMTRACK MAY OCCUR AT ANY PANEL LOCATION. 'I' INSTALLATIONS ONLY VAUD FOR WIND SPEED UP TO 170 m.p.h. Hurricane ENGINEERING Page 2of2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable straws has been toad In the doslign of ft product. AS p walon fmm glazing is not required far k*WMU" outside M wind zone 4 and esse(IBN fad1Ba. Impact Resistance: Lugo Impact RmMw4e has Won de"wm MW n evidenced In previously Asbd No repllrt(s), and Is .DDaNrad for In the wgkwe*g design of Ws product. WMd Load Resistance This Product has been de signed to toW wind loads n kctated In the open schoduki(s) cr, Vor rapact" Product Evaluation Document 0•9. o ngkleedng drawing). InsbilsOm This product shsl be Installed In aLbt cmgAw ce with Its respectW* Product Evaluation Document Q.e. anWnsuktg drawing), along with Toll comporsrRs rasa therein. A components shelf be of the material spodBed In that product's r specWs Product Evaluation Document Q.e. agirsedng drawkiM. Limltetions 6 Condltlons of Use: Use of this Product slut W In mid occordence with the respective Produce Evoluobon D7curnent Q.e. worsoong chno rg) e• noted herein, AN supporism had sbucturn shal be designed to resist M superimposed bads and anal be of a mMedal Owed In Oft product's respective arNtlor sctleduls. Had structure conditions whloh we not accounted for In this product's respective sridwr utsduts shad be designed for on a is-aped6c Wois by a registered pnobsabnM wVkww- AN oompmwft which are p•msnenty Installed shal be protected sgokwt corrosion, caaartdrstlon, and Other such dumogs M so times. This product has been designed for use Within and Ouhkh the high Vstocky Hurricane, Zone OIVHZ). Respectfully. Frank Bernardo. PE ENOHNEERINe ExPRB81# OPE0046549 I Cert. Auth.9985 160 SW 12" AVFNUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM O E mGmeo RING ExPRE3a. Coo ENGINeERINGEx►Ress.CON MtnNK tl-1, !I1 N• Y I'ffMM yRY.! 7NFTA'-'H17 .N. .4..;.N}LI_ r +/ -k.S .N 1•'NY'LI_ rLtw 'I:t4' Y!.kI:Y. KL 4 rT e•RED --awn> >4•, ram_ CC nor rn'x' ,u L>.0 arro. ;:.`rt... •r.. .•xr Y a:xAaJ oS.Lc: a caw .1. f�a� P♦♦1 yM e V. r Ult/. Cap 7 rzY: r u, N,_A Tye ilU: •YlYl a.Al � r I W w Jz )-' r•? IYNA R'n'C- - I Rn 2:, T I ArTM AI i TYr . 'NI ..L L L �. LAA3 Y �I -�a.-r+n r.��I t x+YY uN In "s% W 1. 1 1 .00R Ire v "h A` li a W - r. .... •..•MIN � . tIWL-H•a tL. Tl Cues 6FT�: T^ I' O LY:_L - rt]MT't 1 i 1 T i air In s All wr s •� IN •in u ? 41ClHi -Cis f �' •yT- H'.1t - 0 1 N•a>+il WNIINI �:NY. L. r - •74:_3..3::JJf re_{:Y6_A:<•:a - 3 (:t7V•I >Jwlf.>00\\tvNf Mv:.+:A?rt.M,. =.rc N13"Y.t' a77�R`uFtq-L•-�. '.',N�t r1QyL A' 6 u1erJ:0 `+NxY' 'Jt le<:M'. tun lJG, le 9 WL 4?ii; eC�l>:V11t1' YAS M.Y •, 1+, In,r a:rtl..e r.a rn•: r+e:-n.-;, ra Nni.t fR ♦'M .,� A4]Y.l AN �/L1y CmINOJM1OOA MOUNT 9CCilON Q'iNF,A Ia:� nrYTa,TR :YAauinn 1. YLL u.Y .r.:t •:.wra1_ 1"CC K>:..Fi<p p rA CU tN„a'Y �(•��n�l�lll)_t�NI1�_N4�AM I�N•t;1111N Ir, l:•+R if.-:7, N 1'Wa_N_`ll:'1 ■M p ': tit UNk ,I yrr: C`M e"+ H�3_41 a,Iv::Cn s<"sWP.A�t,.Yr'. _ SZE7S I. ..0 r m �_ IY1qui U�i�wl t�.,A2v� ) •>•x :.V wry nYluvJ:x>u5�. Rig r rrJ, M xrfEC*MN w. fAi Y u W -:YrrrJrrx '.-M,�.-vM'inr nv1: IN •Arnr•...T Me. J`t.l,t.ah,t.lT •� ��� t-v�ll_ ..•4,.»r<>...tI MVJtI: WKrIfIJU:b WI -_lit. Mi1L( mTT-rY19:!P.9C rPu, ••?Y.k c' _f• M fi F 'J'., %' IY I'r -.N'' 2 <.VGI I•I:::Atla t � 33 a _ tlilk:r.4 rt�"-1"' XxY.'f i1TL-• - ir:-V :M.. 1• t»�rrV ltN ,y •"1xfC.-M-72k, "y.:l r/a1tJ :4e IYYI v r"t IfTL .III p'jla!AST�tAT�ILYr�! It•%riner.T:,1•T,� 10 I Y",:.. n' wrl 1 WI I rev n ol. ;x.'. rn, iTflieT:O � .�N:ina •rt t4 Will S ,-)-,; 1., ).r,. rxlMT all"IIr dCEn GY-T 1: 1'~N I•rN n <RJ hI(Yl ti' i n:i YI N.In.a. KIi :J .I)'Lt'I1Mr: PF/T-':T E C� yqh s'x�>J.a *.•'.Arm C 7 'r ' :YJc',MI es 1E y N1 3 f'II MIA:• 8 RP[N A2N :µJo-s�=,•m:. air N a:i:i r>iAI t:'. IT I: le::l KYrM M•Yxl+, is x C:Us N %ia:iK { !'�i!NTO •w. A,N d4ILtFI J.N• '1 CTYJr:OA C• ;T11.�><•fa ,l V1AIi NJH/„i L P � �W t"'" \'„'I C47C.Y y.TtA' U11eiI^ 'rrkr :., IAiI Ft,.L1Y. c'JJP fed x+0.i i•:.C•n:�"J: N'eS' �Yl.il(Yr1V.'M-I 'va 1FT:f TNt`..?. ry_ 1 Le• w.;; Miu=Cr r. .. r our,ovr e;. xrs wv'F v 20-315'43 J - .YrT'rAx.lYl i:T.l.!TY,T?f - u;AK211_ i rJ Lrl. r (L1 OPTIONAL T0N9oTTOH C10911M O-TAA Leis w,x,•cs.. R' ))�� 1R�lT�,r-ITIrt[�N�rlI 5v._+R _,. u. _n n.: i ll e F l'�a1: .n Ir1.:5 J 1: II INIeI1n,N NNIMI n 1:1 NIN TL`.lV�)•/(i/ � Z �TIkF u •1' Iknl:kIIJIIIN:I NlNlxl XM:ITOM INSTALLATION DETAILS FOR SERIES INTO POURED CONCRETE, CONCRETE 2000 E-Z HANG BLOCK AND WOOD STORM PANEL STRUCTURES IT Ct� TMCON 1/4.0 TAPCON I OONCNM BLOCK4'e y 1 _. 14N1• HER HEAD VA LO �IICO - ! \, r ANaR 'n/O tr o.e. t • -y --- 14N1' ANCHOR • it• O:iMi.-I11 EDGE OF \ r l�� misSo�i110Y /,' ; 7' EOCE or 9 9 E-� I IN weOlN r E tn_ _ f._._OIJS!- RI' ale, to i•i wa-17 N ro cum. A 1 T dAss 1 .'.._�]/16.0 rA "ARTPOP i 1' R-'�7' r-- Y ` /s'r-ITT• 6.-0, a , 6'ic,- aP Y f PANEL PANEL PANEL LDom a a r wN. U ro GLASS '7 r-- ErAn� IT TO 4'P-�• sou or V 4h20Na 2j IT ji loolooftee A 1 LIP. ' I - fi } ff On. L% - t'y j jj 1 4% TM'CON ANCHOR • u o.c. 1/4-e TAPCON ANCHOR • 12, C.C. '� OR y •� ,I •_T-.,)- 2•]4• ki060 -REW�IMIEO OONCIICIE BLOCK REGLOM. �Q��,��/ AEIe8 A SCALE 3/8.1' . r.y ,�' Y''�I'/lE1y SCALE 3/8-1' ,11 t P A; TIQ EN '�.: • V" ••' fim 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN RATING +/- 40.0 p.s.f. AND W-O' MAX PANEL LENGTH. # IN. PANEL LENGTH SMALL BE 2'-G' g• 4 * � *• •• * - STATE FLORIDA BURDINO CODE Non High Voicieft HuMcam 4elm fLnm 00% 24 GAGE GALVAN2ED STEEL STORM PANEL IL E C O Ella. �• PROTECTION PRODIiC15r U.C. Zone rr•' OWN W.PRESSURE Aap� 2. FOR NEW WOOD FRAME CONSTRUCTION: W0000: , FiQR10 seo6 u. E, mlrn MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC S% ... AI. .. "'+•' uw m-,{t . a , 4n-wr 6•Ar. n• FRI14 rIKYa (sR.)Rel�1t (66t>ts-In'd7 20-175 DENSITY OF 0.55 OR EQUAL tYM .-,...N•tr�. 0A-a00e7N wrAx e r oRNRo rr NNHNNNIE•7NI>ex�MTUMJOM[ NALANS nai A. aura N ar N ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONN TYPE AS REQ'D) SECnOO 4 �--•-- OPTIONAL /a`STITCH BOLTS W[TH WgSMERED WINGNUTS FASTENED O OVERLAPS • MIDSPAN (USE APPROPRIATE SPAN TABLE) PLAN VIEW <v R0.11. 2. _ / 1 A BOTTOM MOUNT ( 1 N (CONN TYPE AS . L REQ'D) ` , 9 ,/ 0,575" MAY Be AT T a OM i TYPICAL VERTICAL MOUNT ELEVATION 1 N.TS. ELEVATION TOP MOUNT LMRX (CONN TYPE- (SPAN ABOVE AS READ) \ r____ tO (CONN TY t All REQ'D) to (LOCATION MAY VARY) TOPMWNT (CONK TYPE AS REQ'D) BOTTOM MOUNT (CONK Lmaz (SPAN BELOW TYPE AS REQ'D) OBSTRUCTION) R6 REQUIRED, OPTIONAL W'-20 STITCH BOLTS WITH WASHERED �IANILSMAYSENCTCHEDAS PRONTO® THAT CONNECT] AND ANCHORS ARE USED WHICH SATISFY wiNGurrs FASTENED O SPANS ABOVE A BELOW OBSSTRUCTN)N, OVERLAPS O MS DSPAN (USE APPROPRIATE SPAN TADIP) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 WI S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUD! PANELS MNMUM STORM PANEL SEPARATION FROM GLASS IMVHL, WIND ZONE 4 a ESSENTIAL FACILITIES) I kAA1UMUM DESIGN AIIDWMM INfTAl1AT10N51135 INSTAUA170N5 GRLATEA PRESSURE 4PAN ILmW W/ TI3aA ROVE GRADE THAN 30'ABOVE GRAVE (PST) / 2.16i _ Will- . -3S / 130.0 h 6.06 M n , -- _ I300N 6AM .16M4_ 2-._ 445 1300n 6.6BN 2.16In •/-50 If0.0w Got S, 1.161n LION LOAD a PANEL BL SPACING TO rtOIMINE MAXIMUM ALLOWABLE S11DItM1 /ANEL IN. MCHEDIKE 15 ACCEPTABLE FOR USE WITH MTVE LOADS LlSS THAN OR EQUAL TO 3ATIVE DESIGN LOADS. PANEL FASTENERS' ARE STUDS USED IN N7IN CTION WITH ALL MOUNTING EXTRUSIONS •.TRACK. STUDDED ANGLE. ETC.). USE 6.25 PANEL FASTENER SPACING TABLE VALUE FO . "W- AND'U'-HEADERS (INCLUDING WILD OL MAXIMUM ALLOWABLE Nr' = ' Ni ' Re1x bESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES POSITIVE AND NEGATIVE DESIGN URE4 CALCULATED FOR USE 1YITFI ITNNI6 SY8 IN A:CO L MC.1E!FDiETY('T(3TH THE PER SE- i EN4__- ,aRDAAS(d 7AND CHAPTER 1W9 OF THE FLOPtOk BUItDIN6 COpE SHALL BE LESS THAN OR UAL TO THE P06ITIVE OR NEGATIVE D.WL PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES: VENT WALC.I04160 111.1 ffM :P Y:•, llncP:___ r NerLlalodstng�LBE1090t ■ YORN4N7,oNy,1AM, Yr•Rn{IM.oLNceA MINIMUM ALLOWABLE SPAN SCHEDULE 1, drA11f AT TO to Ape L N M ALLONYM ISS I' eNm W Aar OONNM/wN ART NOT b]Npt AT TOr W TiL1M. NArel tANOnIS LESS truer nqf! Id N AM IKIT tIOIR 6D 1!D I LAME AeOV! ACC]MAML I. OL MMCUI T 4 to NAe4 IE Ypn„RO vnrJ's IAII[L Jlr10rN 1! OANTFA rluN TIAT NareO lOn NI 1U 1VEOSUNSR COr�1 000 Move. l tale IRlD lOA M r C1061MlS AM0 ALL N0W MOINJr{ AeM AeOVl. 1•I,0 lIM CL M UR AIL nor 0 6[rAAAr10Nr T Uw wTN INILODI' "Im" 226 (Aft a RON Ot M PALL M . W NL r ♦. TAeU ANUn TO6oT1, 31M (iY1M bA wnNO9ITCN eiKn) Alva l4Rr rNl1s, 4 M. WIM ranee rrLSTWYYC17 •12.9' ON 4.11. SO.0 ONa- INS, aANxunua NuNIO, IYorMdeO l„C00rg/ mTNr SNo%m ITNOnP 4eSAiEtxp1R7AI0WNP'GS, 4 mM K10•N C. to VAHM GI MII M ANMOS WOOD n,Wnl L-c" TAel3. • RAW PANK YIACSNI To wWS5 PAMe) MOPTIONAL EGRESS PANEL INTERIOR FASTENING I ).a.250'•1 r0.094- I7&99�" 2250' UT 1Uxllrv: ter{ I 2 044-rtr0.7s0' R lot ip 8 r� 1 o.l zsY.094• �- .A 12a' IYP. a TP076'062. i 062" SP .OiN' L.93a' 1,930" -.1--0.06 Iryy, -•1 } .375" •IS.�9.'- JJJ rD:L75" 2.00D" i:,, Sad t-3S A30' 3.000 -IO210 250' -1 2.000' I- Z000• 1.180" N' K of 'UV 4 NNdL C LJ-PNN Cf C$Ijjf �.72L� �BL�-,� 11 I 3. Sea" MAX. 0.313'i,V J 1,S1 1.760'-11.560• S10 0,36S• 31 •gg 0.376' 0.1JI}i22 0.776' �S2 pp L1111,; Q C6l5• i--12.SOd' PANEL CAVERAG[ LI 0.179' �ll-I Ir 0�I1 r'• VID. h ♦ 14- .009P0• TL op T,ox o.Oss• p. Ito I3s .losI Ir TRAOS wry' 1pA011 _ ....,•�, r. I� 0.957" a 0.190" ••-r r 4S�b5' 0 G190" F'1�1•yl•�' :. 4M'.Ylhr x]R n IY e F'... '; liC 4! D11tRXM 9 ..II h .,I,r. era..': _teL+l FI-1.000• D.IIS' "�.. NAY Yt LµMLJJI k7il LL' C ^ nnrra�Yp, NNeI]Ro IR ( +.' L,.1n ..iA1 A'r' NIOL -into[ fEx7dat01 Y3�T ' `•ti'C'Ow0 } r.-[ asp well (AS 1,E f -OVERLAP Il :l:rlt g i c 4• MAX ACOlnR=W41 DETAR UVVII MAX.0'� aanrK:rxAve - ' .IS t M Ka Pr Nnn. :Y. alnTl"1(.:iLTY•N:I'1'r NI<nY MAX tJ BUILD 9T NrzY:-arum a-ar n- il4j r_�wNl NcnIM 1, MiUYi UHNI rn, �'� DISTANCE y+T••.,••<:,: 'a Tor it o! xY r,n 4:NI Law" q11 GTA' e_. iAYJ.i' Jn r: enrrle•c:, 1' ti."M':�'•-t +v:k' •el lV ••••M:: 1A'..•zIVI A'i _:-:IM.tW .•=al'.r..'t• yJM. 19 NIti ♦01a _ r.e.!s>r:.rNaY 1.D00' ",n �+alni a• , rar;r' ,tat::taes.;-ca��ArL7�i1 Au�'��'. aOVERLAP :cvJln•YINu 3.820' rC'A25'MAX.L•NrnM1•"m_ MI1.500" n�.-N t. ea', 4•MAX. 1 MIN. id itAlJs EON' l S tl U' 1,. :• ; �H4Je+� JCI COR bift"a50RrmAll 1 a^T•AL tint" W N ... � 6 U�- ED mJi wx a-wi,n, �¢Q ° NT KOUIJT CLOBUf1E DXTAA n'rn.l"r..v Eil l: Y ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANELFASTENERS O 13.S' O.C. 2.11" Mal! DtIETANCE _ 1. MAN eleReR N•CKOR PReWIN rna IOU UP TO VW WAIN UP TO V-V NPAN UP YO 30- a• ColNI rn! Cl C C3 CA COME TVPR C1 C2 C3 C4 COMA Type C1 C2 C2 C4 1 .1- Otero 3! 0/ oewNT u1TRAtou 47 N 9 C� 7 2 12. ]6.0 2 4T• 99 la's" 18.0 10.2 6. " 6 1 .'1' 2 16.0 " a1" 6 .1 12.5 a, ]l.e" a0• 12s' 160' 6. 2 a- 3 12. s' 16 .0' a1' S .9 13.5 12.5' Is 16.0' 1.3- 3' 6.e All" 117 Ise li !" Alt e,l d.4 At• 12.d' 12,!' Rao - ! .0" A3" S4 !A" 12 .1. 16 a.1 S.4- 1 ,S' 2 1 S.4• 1 ,!" 2 28.0 ' SR• ACON, If O[wNT UITRACON IS rev:,.,, •r.::acr ' N __,_�� d/II f2 tl-ri 1 I,r' .& 1e. 7a 16.a' 9.6- Si.d' {.0 7 1a 0 1TA" 12.r IA 1{.0 ]3 4' 10 ]' 1 S 1 .0 9. 12,5 16� ' Sa.Y' ]3.9" 12.1' f0.0" ll.e" 9.! I3.!" I6. 11,5' f.!" 11. le. 1A6' IMF' 12.1 la0' /1A r.E' l7. " 78.0 11.9' 9. '• 7 13.5' 36.01' 11.9" AS• 4. 12.f" 0" at1 9:i" ILLS- 16.0. 11.e" e.5" O V tins O.S." // 17 A4IO1M78 S0u0 SFr IreY AV. .:,T1:1 fl y Y T Nrf� 82 12.r' fa.a' ]Apr' 16.a' 12.1" 10.0" Sal"].A t" 12.7" 16.0' f1.0" 3L4" 12.5 ' f .a• fAa' 6 f9. 6 1: r• 1e z.r• 16.0' fi.' 10.r• 12.5"16 12,5' a'146'17T 1 .a• 14.4^ 12.Y' 325"160'•115"106" S 7' 16.0" 12.3" 10.6' 125' 1Y.7' to 0"]23110.6' 16.0' 13.5' 10A' 1 4 T 1-. a r.nrU )7 3 1. I.5' 16.a la '1 SQA• 16,a' U.a" 1a0 t1. ' ,1"Y J11 12r is a• lea• rl'�I16.0•' mi" I1.2"S3 2 S' 3 . 6. 6.0" 1 a 1 16.0" 1A S" 11 '• .3S' 8, S, .. ,. .. 2.5" IDOL t3ESTANDE 1r 1 L•Vs .80 23 v wN, nllwnN 41 Y ♦1-9RW� Si r^•-.-^-^• 72 , • I•, J M I NI II ]] nrNN 1111 IIuuvN 41 4e 62 a2r' azr' azs• 0.2S' 11. 12.5' 10.T' a7• > 3" 0.d" 1, a a7 ]1.T" 6 S•• 7.1• a16 11 " a7d aE!" 9. 3 .d 6.2r' 6.27" .xs ice.!" S' it.7•' so IT, 013, le.a• T:f• 7.]' 1S.6" 6,0' .6• cad" a AIS^ A13" a3" 6125• A21'• s- it.!" 17.4" S.2" s.a• AIs' S.25" 10.8" 4,2" u.o" 4, d" 4.!" I/♦^r1-I/+'rNNru 31 TN 6.9. TAKON Y N--•..rt..r 42 z • 12. IV,3 , !" r' It. A 0. !" 1 20.7' 4.1" 6 A25' 12.7• 4.' 4.6" 6.250.7" 44a' A25" 0.7' 4.4.0 0.7" 4.1• 4. ' s" 20. " 4A .I'• 4, 0.7• 41" • t/4"Y7/M rNNru 33 ALL PO1111s b01O1 +1 1 a Y 3�C Mr7� 52 1T.5. 16.a' 4l'•11. 7' 12.5" Ig" 9.T" 7.R•' 11.1" to on A/" ?o 125'• 10.a• ILT, .1" 1 9 12.5" .0•' 7.8" 3" 12,5" 16 A 6. " 8• 4.0•' l 0 7. SIFT' 16.o, 9.7^ IA' 12.5" f6.0" 7.7" a2" 12.5" 38.0' 7.7• 6.2" 12,S 26.01' All' 7.2- 12.9" U•I" Y l UM. lM91D 3) FYYMI rA61NMY 41 y 41 Mir' 16,0' 6.4" S.0' All" St.r• 4,4" 4.1" 6.23" 10.3" 4.0" ,7" 1 .S' 23.4" S2• 4.B' 6, 5" 9.3" 2.6" S " A25' 9.2" S.V ,3" a2S' S1.S' 44- al• A25" a2•' .S•- Llr- A29' 9.2" IS_ 3.3" 3.1 1.]^ 6, I1" e.2" 9.V' 23" ire s u" w w fRNTAM- j� r`Typo Nax Demo ANCNOa PRafa/RE 1100103 ❑ tOANY tr mrN' , t uP•all' CO•N rnF CONNTrpo Cl CT C7 C4 C1 C2 Cl C4 Can TYPE C1 cl C3 C, 1", r a4RW V 23 INN RfReW 41 p� Ill 53 T2 12.5' 1 4a' SAG' f09" 1 .S' 2 1 6.0" 16.0 ). 5 12 T O" 16.0 16 6.11 l).S' 36.a' 1a0" ee' 33 r' l00" !1. " 1' 0 J2.r - 4 " 0" 16.0 1 e 6 11.5' 16.a' 1A0• 7. - 12.5 0' 14.7' 6.0' .S' 6 11.3' k2.T f8.a' 36.0 Tea• 14.7' 6R' 12, r' 6W SL.r' 16.0' 36.0" 14,1" {0 " 6 • 14.7 0 1a ]2. S" IBA is )' 6.0 7" 3e.0" 1 6,0" ,14 Y 1 0HIM !IT 73 W000 RCM. 41 M 52 72 12.5' Ie.a' 36,0' 10.1" 12.5' 16.0" 12. 7.0" 1 12.5' 1 ' 6 0 10.4" 61" 12 .5' 1 6.a' Sa1' 1' a 1ZR' 16A'• .7" 9 $.6' I2.5' 16.0• 9.7" 5.6" 12.5' 12 S" 11 S' ]4,0 12.0 lea' 11,V 16,01' SAS" 7.0 32• 6.4' 12.5. 1.6' 12.5' 36,0' 16.0" 6.0" 9.6 ' 3.6" e.6" 3.6" 0.6" 5.6" L2.7' 12,r' 12. ' 18.0" 8.6 6.6" fa.0" a0" !.0" 16.0• aP S.6" 1/4 , 1.1 I Moto 33 TAP ORI'CM6• 41 y 46 T v� 52 72 12.5' 1L.S•• 11'V' LZ.S' II.r' 6. ' 16.0' TOF2.5. 14. 31.412. 14.0'• 1Q5•12.5' I4.a' 9.1"11.r• 1 1a0'1,W 12.5 ' IB,a 16.0" 16.0 16. 3e.0" 11.1' 2.2" 3 91 9.1" 1 .S 12' 12. 13.1. 10.0 10.2' le ,C 9.2" f6A 9.1 16.01 9.1' - i 1L , 73 I YUININ Ne/CLY 4 1 WOOD IUSNrM{,C� 4e S2 TZ IN, la.W T. " 0u.r• ¢ .e 4 az!" f2.r 4e•' 4.1^ 12.5' 1s.4" .9"A2r' 17.r' 14, 2" 9,5'626" 127 1.7'• 1.0` azs 12.1 4,7" 4.0' 6,2r' 2ur' 4,r'6.2r' 12, 7" 4.T' pro• a27• 1L]^ 4.t" 4A• ANCHOR NOTES: L. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIPRD HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURE INDICATED IN SPAN SCHEDULE SNALLAPPLY. Z. INTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, A ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SOURER AND SELECT SPAN GREATER THAN OR EQUAL TO SH UTTER SPAN.SELECI CONNECTION TYPE BASED ON APPROPRIATE MOUNTING SEE MO Ai SHEET 2 FOR IDENTIFiCATTON OF OONNECTON TYPE). ��� ( MOUNTING DETAILS ON 1. 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS (1-TRA", STUDDED ANGLE ETC.. USE 6.25" O.C. PANEL FASTENER SPACING TABLE VALUES R ( ) FD ALL'H'- AND'U'-HEADERS (INCLUDING BUILDOI3T CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. HOLLOW BLOCK HOST STRUCTURE SWILLCONFORM TO ALTT4 COD BLACK 6. MINIMUM EMBEDMENT SHALL Be AS NOTED IN ANCHOR SCHEDULE, 7. MINOMUM EMBEDMENT AND EDGE DISTANCE "CW DES STUCCO. FORM, BRIO(, AND OTHER WALL FINSHES, WALL FINISHES EWLLL BE LIMITED TD 1/4" MAX qR SHALL BE YERIFIlD aY OTHlRa TO AOEQUAtELY TRANSRa LOADS 70 HOST STRUCTURE. B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE i6 WOOD FRAMING, EXISTING cosiopONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FARING MEMBERS, NOT PLYWOOD. FABTFNWG TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, PASTeNER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4• (MIN.) WOOD STUD ('/" EDGE D167ANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN M `G"0.55 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HELD OR HEX HEAD, I1. REMOVABLE ANR10R5 ARE: DEWALT PANELMATE, ALL-POWTS SOL IDSMI ET A BRA55 SMONG. 12. MACHINE SCREWS SHALL HAVE 1/2- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE e1THER A PAN HMO, TRUSS HEAD, OR WAFIR HEAD (SIDEWALK SOL U.N.O. L3. M7o'GMVM EMBEDMENT AND EDGE 0167ANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. RE DEaGNATES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE USES. Is. lei DIRECT MOUNTING CONOTTION5. IS. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULE LISTeD ON THIS SHEET. EJ 0 WLL1 Q fill CD Cl1f) j � U N Q 0 -, (1)6 . 0 0 C _ Cn O C 0 LL CIO 0 �� O CIO /0 ..0 C - V J Q LO Q Z Z W J 014 O r >r O N C X a L Y C � N N Q C y RI r Q p �0 x N Gil CL -0 E c O O L_ M L V >�k0LiJ Cn�J 4��Y�I� %V O CIS. U CIO O UW ■ CU M W G Z Z Z Q .J a SHEET NO. SH 1.5. 1 Z`D'13 Sy��E'