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Home My WebLink About6766 Back Forty Loopt a i E 0 L 0 c J i U 2 0 0 �I U U O 0 0 0 aD N V a ry 0 V 7 N a v r s n 0 c n ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) GOFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or KlWall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.0.6. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERTorVert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/ 12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect 2074 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. c%J c" cv o 'Cry Ci Q n Q C s.6 Q- � 72 9 � Q .. ay CN 'y ca sv � .% m � > N o � Q Z cs! LU N 0 N w 0 ��oesaatotg° o _ s 7 cJ e No [� • • w v '1mC S-r r ' f:: OF ^41 .",,� +{tom • ( O° F, `c .•yf ,s��, J' �>iy3efi�' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W/ c,E $N O N N 0 = -T V N O m g# C 7 �o N LL LL (lJ P r - LL W M a a V W " ut o t9 _ zoo o m Q (0 N CO g CW ( � rn ¢ z co 0 W M Z p) ILOZLLW aLo N V=- U Z O U ❑❑❑ z N co o g z N z � � � 4 J via M :/) z a 0 CDUJ Q) Og W S U ws U W F _ E a map 3 z L U �Q o ZZ W M Z � o Z Q Q wo <� ,� Zo o 0o Z® n0 00 CoE co o< '0-1Z az o1 wo aZ WW Qo Y O m, , 0, Z Z' Z m J �m ¢ w � Zz o<go Z in LL a z Uw =0 (7 � .J � C7 v w F 0 zla ijo 3 C O 0 i O �} V rn � m CD n 1 W 00 co N o LO Q � o CV � +1 LID _ -0 m O 0')LO N (0 T E _-- c (0 M Co Z m Z o ri E m a U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S i i • Imo: KITCHEN MIRROR 0 00 o o Li VARIES, 2" LESS THAN CABINETS BELOW � VARIES MIRROR 24" TOWEL BAR w ON WALL ABOVE TOILET MEDICINE `? � CABINET 00 TOILET PAPER i HOLDER v w~ 0-- oz z > N M M t7 M O (V 0 00 0 r- illll�lllo t� f`-1 ID 0 KITCHEN 0. BATH BATHROOM 2 INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD 0- TOWEL BAR IN TUB OR SHWR SHWR VALVES o 0 � O � o BATHROOMS. SHOWERS AND TUBS O TUB a c _ zo I d V 42'H UPPER CABINETS- 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT cr O BRACKET 36" H BASE FINISHED CABINETS o COUNTERTOP 30" H BASE b 4 50 CABINETS b 0 00 LL n O 2x O 7 o L? °9 FRAMING h �� h 4 1/2" GYP v N v ? BOARD FIN FIR - FIN. FLR. x CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING DOUBLE RODS SINGLE ROD 16" FOR LINEN 1Z' FOR PANTRY BLOCKING AND MOUNTING DETAILS 1'-4"X1'-4" "L" SHAPE CMU COLUMN I. N TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 9. 1'-4"X1'-4" "L" J SHAPE CMU COLUMN 9r,_().r 12-0" 11'-8" 3-9" 8'-3" AC PAD HB Op 35-SH ■---------------------- ■ ■ ■ LANAI --I NOOK I 8'-0" FLAT CLG. AFF - I- - 8'-8" FLAT CLG` --1-- - I TI LE o 12'-4" I ; 6068 SGD ■ SIN ;-_� �I.i-_-� I ■ , � I 0 0 - W I 0 - bN I 3 z o I _ Y ' 0 EDz FAMILY ■ 8'-8" FLAT CLG. o I ■ CARPET I p 14, 74 22"2'Al 1 - ITC H E p_..r. -. 8'-8" FLAT CLG. 2468 TILE (V W FLOOR G.T. REF.. ~ - - - 16 iv'I 5'-741" 13 DINING (3)2x4#2SPF 12 ■ STUDS w/ (3) 16d GG ■ 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET 83 0? co TYP 10 42" H 1/2 WALL 3-3„ 4'-23" g OR RAILING PER SPECS 8•-• FLOOR G.T. (3) 2x4 #2 SPF STUDS w/ (3) 16d O ■ NAILS @ BASE M UP cv O - c� 0 1 2 3 4 5 P D R 4068 ARCH co V V GG (3) 2x4 #2 SPF 8'-8" FLAT CLG. ti�� - �86� S3 W. STUDS w/ HTT16 - -- ■ AT BASE FOYER TP PE � rn LAU N la 8'-8" FLAT CLG. t o ) Q 8'-8" FLAT CLG. D' I TILE CCU // S4 TILE o - SW H1 6 -4, 61_7111 4, 0 7'-24„ W.H. - f 0" 1 T-10" BUILDER TO EDGE OF SLAB 2" �-L * BEYOND WALL D1 PROVIDE APPLIANCE PROTECTION WHEN o NOTE: FINISHED WALLS REQUIRED PER FBC TO BE FLUSH. FIELD I VERIFY. G.T. ------- 8'-8" CLG. A.F.F. - - - -- - - - - c7 ---------------- ----------------- 8'-0" CLG. A.F.F. -1 LU ENTRY _ ____ o Z 8'-0" FLAT CLG. AF �54 x 2Q'= ¢ a. ------ GARAGE I�� ATTIC UQ O 1211�CE£3'____J o? LL Ew TYP. @ SINGLE > Lu V-4" 4'4" STORY (SEE AA/S3 FOR A STEM OPT.) S3 r---------------------------------- I I I I I I I I I I I K I I I I TYP. @ S4 I I O GARAGE I I 16070 OVERHEAD DOOR 16-0" V-8" 19'-4" 5-8" 25'-0" EXTERIOR WALL W/2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE /-PLUMBING LINE TO SECOND FLOOR WIRE SHELF @ +54" A. F. F. W W Lu Z -J >-Om LU U > O ao = o� 00 = HB HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1 /2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 O(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" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEETfmSEE 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 20 X 26 18 2 X 25 S.H. 13 20X384 1821X374 S.H. 14 20X508 1821X50 S.H. 15 20X63 1821X6221 S.H. 16 20X72 181X711 S.H. 1H2 271/4X26 26X252 S.H. 1H3 271/4X383 26x374 S.H. 1 H4 27 a X 50 g 26 x 50 S. H. 1H5 2741X63 26X621/2 S.H. 1116 27 4 X 72 26 X 71 1/2 S. H. 22 37 4 X 26 36 2' X 25 1/2 S. H. 23 37 4 X 38 e 36 2 X 37 3/4 S. H. 24 37 4 X 50 e 36 z X 50 S.H. 25 37 4 X 63 36 z X 62 1/2 S. H. 26 37 4 X 72 36 z X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 z WIDE S.H. 32 54 X 26 52 z X 251 S.H. 33 54X38s 522X374 S.H. 34 54 X 50 s 5212 X 50 S.H. 35 54 X 63 5212 X 62 1 S.H. 36 54 X 72 52 1 X 71 1 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" 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. Is 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 I1 1 1MASONRY HGT. @ 8'-8" A.F.F MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S. F. TOTAL SQ. FT. 2605 S. F. INSULATION REQ. 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV-A. C1.1 c C 0 a, -o ® W •- ev ca c v w m c E CO N O CV 0 MO 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. Q d E N O a 0 N v o N r v Cc)) O J 0 D � 07 4d) 13 (n rr.) LL W W Ni W a o o Y J lJ.. L.L (n z o 0 a rn 1- L r°or � � 0 �c- rn2�¢ J Z �' r- 0M w N M Z 6 O H a O U ❑El❑ {fit _ o o N Q < a N, r U) V) M 4 -J (Q <n w O V) w o ws U W m F-- J E :...,....., U o c C/) ¢ N 4111 m o J o � w < w ra E E L zo -0 w z yN ¢N o a CK3 oE o CID <> �� <z o oQ ww (- wg O 00 (1) zo R 0 m0 oLL 'z co 3 0 2 z go LU o m `0 Z w M �5 '0 OI¢ 0U 0 O > M Orn m 0 ^, L 00 co Ln O N o .-. Q Cr0 N Cn00 >, N o L.n LL M CD coo 00 O Q o oo LO N r E c M 00 M O Z m z E O j6 `m C: m a E 0v U � Q p -J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH - 1x8 CAP & CASING OR _ - - 36" RAILING 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD - DECKING PRE-ENG FLOOR TRUSS 1x TREAD (TYP.) 2x4 THRUST MT-1 ix RISERS (TYP.) 00 BLOCK e0 (3) 2x12 STRINGERS ^ 42" KNEE WALL WITH 1x8 CAP & CASING OR 3/4" PLYWOOD 36" RAILING - DECKING c 2x6 LANDING 2x4 THRUST BLOCK 2x4 FRAMING TYP. STAIR SECTION SCALE: 1/4" = V-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 9� 3/4" PLYWOOD 8 DECKING 7_ 2x6 LANDING 6 _ - 2x4 FRAMING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. L SEE PLAN FOR LANDING DEPTH L MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS - CONNECT TC � = CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS 2x4 #2 SPF STUDS @ 16" 1 O.C. TYP. @ 2nd FLOOR 6 H1 6 O H1 D2 EXTERIOR WALLS B TYP @ 1/2 33 `� D2 SH D2 EGRESS ( CORNERS TEMP I (DD O4-SH in331-toBPI _ 68 I - ... - ___,_I _-.._�- w= SPECS. - B F 4'�� - 5, 6-- - k 2 4 o co wo Z 10 BATH 24 8-- ' D2 A 18' 0";FLAT CLG _T[LE--J R/SH o G.T. SIM. w/ (1) 48x42 _ T - - - NMSTAM36 @ BASE 3 h- CES�/ - - `I -� TB c� �t SHOWED 2 t F I D2 _..._ -31�L T 12'-10" SIM. w/ (1) TILE TO, 36" x 22" MSTAM36 7A. .F. ATTIC @ BASE ails-�---- --- L_---_ ACCESS WI OWNER'S N --- - - I'N 8'-0" F T CLG C RPET (o -- 8' TP 2468 -0" FLAT CLG -i --- r CARPET SUITE 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 BEDROOM 2 8'-0" FLAT CLG CARPET W fn D2 N w v� 5068 B.F. J S6 ---_--------- TYP. @ 2 R/SH STORY. SEE JJ/S6 FOR (� STEMWALL OPT. A.F.F. rLf I ITILE roATQ lid 12868 b 10 4068 mi B.F. ---- - ----- " 4'-8" 1 4" i� in 42" H 112 WALL OR RAILING PER SPECS 19 m 1 12 TECH 1 11 CENTER 1 10 T-3" 9 8 7 --- J 6 3 02 BEDROOM 3 4-SH N N SIM. w/ (1) 8'-0" FLAT CLG CARPET----�- MSTAM36 --- I - G.T�------- @ BASE t-4" 1 V-6" 1 V-2" - G.T�I------ ------ - - M. 00 MSTAM36 C7 U) l m �. :- @ BASE BEDROOM 4 3 I I 8'-0" FLAT CLG D2 G.T. i CARPET (= o 00 to 1/2 33 SH 0 m (� N I 6 I(Djo I D2 25-SH I � EGRE I D2 L- - - - - - - - - - 9 25-SH EGRES 22 D1 D2 (E)H1 Z-10" 2'-10" 2'-11" 13-6" 5'-8" 19,E I I I I I I I I I I I I I I I I I I I I L--------------------------------------J D2 �)2 N O4 1 L1 3 D2 SIM. w/ (1) MSTAM36 @ BASE T 3 D2 SIM. w/ (1) MSTAM36 @ BASE REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 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 HS (2) -1 3/4" X 71/4" 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" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 �G SEE SN SHEET uSEE 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 182X252 S.H. 13 20X38g 182X374 S.H. 14 20X505 182X50 S.H. 15 20X63 182X624 S.H. 16 20X72 182X712 S.H. 1 H2 27 114 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 g 26 x 37 4 S.H. 1 H4 274' X 50 S 26 x 50 S.M. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 $ 36 2 X 37 3/4 S.H. 24 37 4 X 5018 36 2 X 50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 a 52 2 X 37 4 S.H. 34 54 X 50'8 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 521 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" 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 ttics -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 ni above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. mosommmmmomm 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV-A C913 0 sv cv > w Q � s ca U CN >< N N C a- 67 C1> ct c14 � a> d cc R $ a> CU CJ W c c E CJ 0 CM CN O N 00 0 R ?L E t ♦♦e°°°° ♦ C •.. 0 s, ® C/JNo P- r50�, •, STATE 01 •°,,• o� s ti •. < O i �+ ♦ l) 1 l0 N A B+'4fSl98iYSi 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 Engineer's signature and seal. W E 1 a �8 NC CO, v N_� C 0 7 lL') 00 N # LL LL UJ u- W C', C:, a d Q a j W U a Z /n V m C:0 0 Z13t 0 o . p �' 7 MN CO -0] J Q W 0 n d m M Z co F us LLZZ v n N OU ❑0L W V (h � N to 00 z V N z o � J n N z �1 , T LL V' W 'U m 0 LL, o (J I �y N C)oilv w i C) 'o N ¢ N I® ti o w m M M J y 1 p z z G 2b LL cu E zo � � o YN Zo a N 0cuoa I.0 - J � 0 U 0 Z (O ¢z Qo z Wz �n > �� O U mo °LL Z F Z m J m aE gz n 3> i� Sp z 5°0 W T 7 dz N F �~ m <0 oz j w r3 GIs ¢ O =1a� a 0 3 a N > O 00 co LO C:)Q N LO Q cr N 0 �0 U) m >, N +� O LO O Lt- r h pp o LO E oo CO M c o z m Z i6 E O 2 `° a E U Q p -J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.2 TEXTURE CEMENT FINISH O SCORED BANDS - 12 5 12 5� 25 SH i FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 25 SH 2ND FIN. FLR. ---- — —------- ------ ----------- -- - --- T.O.M.- -------------- T.O.M. a) GAF TRY R. HGT., TIOUS STUCCO WIN mill 101 : ubb 1607U OVERHEAD DOOR F_ BANDS co O 0 co co 00 co 1 FLR, 1 FRONT ELEVATION - ELEV-A FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 ------ -- ---- ---- ---------------------------- --- — FLASHING CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU ------T-- 35 SH SCORED STUCCO BANDS 1-1 SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL. SCALE: 3/4" = 1'-0" SCORED STUCCr BAND 1'-6" DECO SHUTTER SCALE: 3/4" = V-0" 2ND F ----- 4—' —T.O.M. --- T.O.M. C /ENTRY HDR. HGT. SCORED STUCCO BANDS --�—----------------------1----FIN. FLR. LEFT ELEVATION - ELEV-A, General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Coverina 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 fleshings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 c� !A C14 �i C .. ci 03 c E, aCJ ch N O pNpp C=0 �,A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E fog 8. N N m N ik 4/ 3CC,0N LL k Lu 0 Cn z 13-� o Z (6 C 01 7 r mo Rio o 0 ',N(p m J Q w Z N MZ U G H ti o� ❑LL ❑❑ Z W M N M � O N � N z +-J en -� O o to ey N CO (10 LE, J V 1-win z I =i-i o W < o N T S W co ;� Q o Z z ii d O E t� z oa 23E E 20 0� 0 S� Z dO 0Z wo o = Vi B C: 3 4 O U K Op H m J m Q W IILs ¢z o� ao O < g �Q aZ S Millo <Q 10 a0 �r ° O y M m Q L00 co N � o LO 0 N .2 N o Ln d' L) M O m O o LO N Q � �_ �- E E M Z m Z = E O Cc E 15 IL U Q JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.1 EXTERIOR PLASTER ON FRAME FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4' OFFRIDGE VENT 12 5 l/ —5 (2) 25 SH ----- -----CJ —/W---EEP — — — — — — — — — — TEXTURED CEMENTITIOUS FINISH ON CMU T.O.M. T.O.M. GAR./ EN_ HDR. HG- FIN. FLR. 35 SH HDR. 2ND FIN. FLR. H[ — `C ----- -- FI REAR ELEVATION - ELEV-A SCALE: 1/4" = V-0" ErMr=nnr A00 C+urnrhr C' rnrOTAI r cn AC' MMM RIOR TER ON IE URED NTITIOUS H ON CMU RIGHT ELEVATION - ELEV-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 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. R703.73 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components, Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 c+� ce, N S w�i O� LA_ 0- _cc - �,F, CU CA ro 71, E, m M CV 0 N _a M r No P 78T5` 2. ® � r ��'• S T ATE nr •'[ra w �. d®4e j 0" N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W :, E 20 N o N c8i., -, n v N O C ik J � 0 °o LL 0 rgtira u w N M v o_ nw LL aw Z a (ULLZ 0 v o 5 0 Z) 0 Z t my C rO 2 W 'ccm � N lam- d � C Z W J r w N m Z U � LL }_ o U ❑❑❑ Z W M � Z N M O Q Z o M o 0LU J o O LLIul w. t/1 � U ' — E L U MIN 79 dsvmmvjllmmlvmlm(� J O N O < ®I o � w c M J Z ¢ � ?s?�55 Z a � m E E �U �0 �Z' <� as t- ro g o 00 o E °< AF N o Qp Z Cn �Z w m0 �? C O V z S< Z z Z go c"n WE K az N F t m _� a z ° > CM rn m co 0 L00 cu Lr) Q =) N 0- 111) _ Q Y N a. U) m N �_ � LO OY cvo O N Q (0oo T E 2: CO �M 00 o z Z i6 E O m is m EL E iv 0 � Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150AI200A INDOOR PANEL CENTER MO 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 NEMA 1 150 AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to W H #8 to Range #6 t0 HVAC 200=4/0 in 2" Conduit 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE 0 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN ;Q) EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) ❑N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN G� (1) PHONE LINE, (1) DATA PORT 1.5" VTR I I _III 3" VTR I ' � � T, I <� I I ��I I SWITCH q" VTR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER I C DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS WP A/C PAD GFI DISC. h / I / I 11ENTR wP DB & GFI TO I GFI BE ALIGNED — — — — — — — VERTICALL 1 DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS IY M w w W� Z J 0 m HUH y0� COACH LIGHTS \ COACH LIGHTS OR PREWIRE AS 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 L----------- 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 t I I I I I I I I L--------------------------------------- SECOND FLOOR ELECTRICAL PLAN ELEV-A ® o cat . _ -o w C� > w c C*4 ti cu c.a C LL C[ w CL w E m � coo � • •— t1 as 4, C5 a f.-.� M O fV ��a93Sa39�t6tr Mo .• GEIliSA �,�� ce° f i Sri o I 87':) r .. - ., •. �� fib. 3 / r '••' �,�� Psi %`#K3u' etl'a3�a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W E N Q O N N N V 6 O � y it- LL Q C j d Y U LL JlL � Z Z Low o o C> Y W �g rn"m . � z w Z N m Z O U f=- 00 ❑❑❑ ZILL Z W Z N M 0 00 z z o J z �— w Ou., g N N' w` ^ v r— J E ml v o c `n iu ¢ f" m o zi w M ch w � o Z i zo 20 Z6 Z® := o CJ z oa F— (6 0 O �0. p r 0 Q tt SO i w= o wz ¢, ci M <z p¢Z, mo Z m J U O m Q W 0 A ¢� 0M o� Zz z ao W 3 N� M 0 c O > co rn 0 00 co to iO C11 LO �-. J CV o CL U) +-� o L0 IL co N m d) O LO 04 Q 0 E CO cj 00 �; o Z Z E CID O U a _j ¢ p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3 C W 10 tl O J N r L0 4'-0" ROOF VENT 'yfo �x 5:112 SLOPE 5:12 SLOPE' F- Z uj UJ ZONE-2 ATTIC SPACE C r 1170 SQ. FT. Z12 75:12 SLOPE >n� 1? W 0- 0 J U) N a y% a 1 ��Q r I O J iri JP�' _ I 5:1� 2 SLOPE 5:12 SLOB I uj IZO N E-1 z LU 'ATTIC SPACE 1316 SQ. FT. I ' I ' 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. Total SQ, SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-A SCALE: %'=1'-0" era M d� Q 0 v an p ,. cc Q � CV -C N cu Q% V G) Co W N y = p a .2 V1 C7 ..9 E, C td i C;2 M O N co o 1�rg��'asea�agis oh,�rtp��o O CLE`'II�, Ne P 87 50/`• e STA I _ Ire R To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E � N N a o o 8 `oq 0 C-4 U N W C 7k W 0 7LON LL LL LU LL a D_ to M V Q u LL a Z CIL 13-�� goo ``��S O eZ/ t 0 e- -f Y. =3 (V CO �] J W (n W� Q r- z M Z O ALZ N U F= O U ❑�❑ Z W N th � O Z N Z O Q d N N r ^ M I v 0o _ - L a U 0w h o ('J^l/ L N � V ca J EEG vileLLJ 8 it1 N g '_'` as < rn m ram- Cl) z a tt w Z MF o zo U -0 wz <m oa W H r6 �00. �o O E OQ a 0, Z m L p wo �W (n r6 a C ¢❑ ` U oo mO 0, Z N J ¢E >z �z 3 oa go W a o Jw w� 00 >° V ¢TU zl0 F 3 0 O 2 i co �r 0 Nt rn ` m 00 � N o LO C)7 Y 0 N U) m N � 0 LO _ M CO o m o -� N Q (0 oo z-- m E w CD ce) c00 d ;Eiii co Z E O 2 <° a E ci Q o c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4 -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP.- CORNER BAR DETAIL 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 C a ikMIN 1 9-_n-, 3'-5" 5'-2" T-5" 2'-6" x 2'-6" x V-0" w/ (3) #5's E.W. TYP. @ L PORCH 33 AC PAD W ---------- I INDICATES FILLED C LL F] 0 T 50 I w/3000 PSI CONC. GROUT I 1 r- FROM FTR. TO BEAM w/ (1) #5 I 0 IU ■ REBAR VERT. ABOV SLAB. ao o? 5'-10" 6'-10" 4 I TYPICAL @ ALL PLA ES I SHOWN. HOOKED F1 G i DOWELS w/ 17" EMBEDMENT I I I q w/ 25" EXT. ABOVE S B. GRADE 40 STEEL I I — C.J. OP HVAC CHA E ■ — — (PROVIDE — — — — — 3' 1" BASED ON 1 1/2" (RECESS FOR SGID M LOCATION IREFER TOMASONS S3 I I I I ■ X. r� SCOPE FOR WIDTH. F- I 1 CD III ■ F 0 co I I aI I I C.J. F I II S6 TYP. @ _ I I TWO V2' MIN. 3000psi CONC. 3'-M8" I 4'-1" STORY SLAB FOR HERNANDO I COUNTY ONLY. 3Y2" MIN d ■ I 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER I F 17 - TYP GG S3 C.J. — ■ (V � ■ co ■ I I III L— J 10 I 73 od O L ■ — — — — — —I PLUMBING GG I I STACK C.J. _ S3 2'-6" x 2'-6" x 3'-O" _ 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND FLOOR -- ---- --- FOR A/C o F- I rn -' w N S3 S3 I I I WZ o ■ ■ ■■ 9 17'9" I 20w ifl o I � I Z WQA W =_ 3'-11" N I PROVIDE 1/2' X 9 O Z Q I O > m ■ 1/2" RECESS FOR FRONT DOOR ¢ °j I VO Q ■ [0 I Uj a q TOP OF CONC./ PAVER TO -.1O _ I BE 4" BELOW FIN. FUR. u- U U)� "' I W J _ _ I >W ■ I � d I ■ 2'-6" x 2-6" x 1'-4" 4'-4" C.J. 1'-0" w/ (3) I — — — — I v #5's E.W. L 'v S3 I o I I 10 TYP. @ ■ I I ■ ENTRY W o I A s3 TYP. @ SINGLE J I STORY r I I (2) #5 VERTS w/in S3 (2) #5 VERTS w/In I HB FILLED CELL FILLED CELL— — — — — O ■ 1 J, 1 ■ ■ 10, 1'-8" 16'-0" V-8" 19'-4" 5'-8" fn V W J Z f) 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 SCALE: v4"=1'-0" s� C" b > -o � W o .-omx �o N N [B Q m cc tT Cc9 c � Cl) O CV O M •No P_ 3741-1 0 m •'per' `.� ' ^ • .... • ' f -1�'' % 8��'"+a9B3uk�:41i 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. Q E c,N U8 OO N N � 0 �Lr)0 N L- �04C LL (L a Q JLLLL a 0 13 Z z � o z �v o o O (pN0 ro � Q W 0j W ,,JIM Z Lt Lr) z J � = N M Z U G H Z U ❑❑❑ W M � z N O] O � z Q � a J Q N r� N M z () 0- (13 - W U O Q W o)- R U W J `- - E t � f z _ m U o 0 N - o w M J o z Z a LL .v wa o }N z a , Eco wz oa F— :O — X0 00 U oE cora �a a0 S1 �z Q� wZ L Q ox m g 0� z may J m¢w 2. 2 F O g z z QO MENa N a oLL mF O �o �- �3 �z =H o M v wF �o d H ola o 3 0 M V m c9 L 00 co L0 Q :3 N CL Q Cr 0 N (n m >, N 4 O LID _4-1 LL L) cY) 0 m 0 c N Q (.0 �_ r E .R M (0 coZ m Z :3W E O N N E 0 0) � U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS D2 I O n co 13'-0" 2 D2 FT3GE 12'-0" 04 0 @ 24" A O.C. MIN. 0 J S6 CE TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 .TYP. 4WAL- L1 0 V7 B 0 0 cP D FT8G 1 FT11CR V LL FT11 FT13GE S6 129 li 166, TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE 35 A (2) 22 A (2) FT9 D1 CJ3B CJ1 B 9 D1 7 D1 FG3 7 D1 Cj m 00 TYP. U.N.O. 1z i i m coco 7 � U U m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4(a L ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft HIND 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] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 —N I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I \� ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: j O SHINGLE: 7/16" EXP. 1 e&) or 1%2' EXP. 1 N'6) I TILE: t5f2' EXP. 1 N1s) I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3Y8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED I o I WITH ASTM F1667 RSRS-0310d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 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 AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES @ EACH END OF WALL 2X4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL a@ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 112" = 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 R77A 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 - 1 Od 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-1/2" HTT5 5795 5/8" ANCH. /(26) 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" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 295015090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Old 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" SIDS 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 wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ D INKE (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/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Old 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 (a) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). 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) MAYBE USED. FOLLOW FA5TENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 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 T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY 3ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: X"=1'-0" 4V C44 0 CV > ue Q C= h t= Q Cl cc C ) wo 5 ca to � W E6 � M C), O N 00 o_ cM CD �4v��ega�aa�s;�ss L E [4- 0 41 " No P ' m 7 J ;, }�• STALL: VF To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W v EE S N co 8 V O N rn N O C # .5 L0 OD U) LJL w 0) co r ti LL W 7 m y a a a 1131 Zrc90o w J LL LL 4 Z L o W Ul 0o 2M )pjOJF- W I LL L tu O =OU Z z cli U I- Z 1:1E30 ul U Z N O z � O NON Q Q � Q ti Nn M z C> o W u- 4-1 f6 w m .W U O ^ L 1 �V) w �o C N = y use (� r— in U ry t 8 °s ®® • U 'o m � Q N O o w M z O < 4 �m IJi- N E zo �� O z� Q N ca- E �z oa 0o o c,oaz 0a or �z i w oo w, CO r0 a o 2 OU m o 0 z, m O m Q W tg o a z o T m N o N LL <_ w< _ �3 >TOU- MV 6Q L M .o C O i I..L j (� rn ca O L00 (U IUD Q N CL LO _ Q 0 N U) F- 4-J 0 Ln O ILL. r*%- r%. m N 0) Q r N Q oo E c CO M 0 Z cc Z O m a) E C iJ J Q _j JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6.1 . , .- -n .,"sin. •n .. ,s ! s#Ti■ 4a I" u. [� tn� !.! Ll. "' _.RA .}'RIM (2) TYP. 25' —01 I SI,QI1 19'-411 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF i 2e 2n 2r 3 3e 3r 10 HIP -35,94 -49.57 -49.57 1 49.57 / GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58Vk ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I O I l O l SHINGLE:/6' EXP. 1 el/is) ores/3i' EXP. 1 C3116) I I r I I TILE: fs/32' EXP. 1 (3�116) I I NOTE: I I I J_ L 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS ®+ 13r 3r �+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%i', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'h" 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. 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 1 112" 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 1 112" 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 1 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" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R I MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1Od 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" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 1 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/$" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ 3 D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (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 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (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 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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 (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 x CONT LEDGER (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: %4=1'-0" Cn s�j C CV cn , N m =a W C3C M H 44 O a- N -tg SV cu E c 92 as E � Q cM 0 c� 00 o_ M 0 P. Lc IN,�-''�, .Obe�C i p,�GNrVS, �Q, No Ps r 'tip' r" � � � '� • 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. 9) W 4 o O N U N 0 0 N # �� N LL LL m v� a s a 13ci � Lu J L� ILL ZOO Z �a�O' 3 00 ❑ m o ❑ ��// Y. W��pjO' Y 0 N V1 m J Q Z ILz Z w O _ N M Z I=- Z OU ❑�� W NM N (h O O O N Q Q J — N U) N z co 0 4-1 C6 cn LL w m � V g 0 w o Ly N c/1 F- U' JK is r— C5 W J ~— — E r z� U a y s I— o z< w CID M J y ¢ z z LL_ p zo >m o zzo a E 8 w z oa Co RO =U C3 E O Q ao L r< d wo ww �z `io y m, 0z- z m J wo mZ aw p a ° 2z ao W C; a� oa p= Qo �w =k �- m =0 J o J w� M v of Q 'o < 0 C:)0 i LL M O N m m 2 0 ^\ L 00 co LO � N C LO .-. Q CT 0 N a. U) m >, N +-� oLO O LL r1*1 Y o cvo CA N Q �oo r 00 _ CD CM z° m ❑ Oz E in in cc E U a _j Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET N0. 6.2 a GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS E E EmIrm WWII 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T (0) © OR Q FORM & GROUT SOLID N Q W Kf0#5 BAR CONT. 8F12-1 B/1 T W" LINTEL DETAIL SCALE = N.T.S. F F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY ¢ 8F16- B/1T U Q tNOMINAL, tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS 1. cprecastiintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (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. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT ALTERNATE POWERS ( OP MIN. 1) REQ'D ° CLEAR STEEL LINTEL A a ,M.U. #5 REBAR AT TOP A ° MIN. (1) REQ'D "" 1-1/2" CLEAR a 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"x1 J" TAPCONS OR TITENS "CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ %" EPDXY ANCHOR OR Y2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE �Hot SEE PLAN �Iv T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" Q 8'-0" LL O 4'-6" LL a ° ° 4, GROUT ' ° ¢ tr Lo C.M.U. E 5 REBAR AT = ai i j BOTTOM OF }' umy W O 4'-6" LL o LINTEL CAVITY r~n o U uJ OTTOM it rj Q REINFORCING ¢ ¢ C7 LL 7.5/8"ACTUAL PROVIDED IN LINTEL W r} Z ¢ _' C3 O'P ` #5 REBAR AT BOTTOM AS INDICATED NOMINAL WIDTH (VARIES) c~n n ¢ a ! LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 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 (DMIN. 5'-8" LL O a 13'-0" LL 5'-10" LL E MIN. 17 4' LL LINTEL PLAN - ELEV-A SCALE: Y4"=1'-O" c�a ev cm CT! CV c 0 d -fl O w '- ai ate. cc c-1 N �o tR C o cc an y cc 3� d E c cxa ,aa a3,, aU ra � •_ e� ae �E Cce 4- U 0 M CV 0 CV 00 0 M O pr '9 j^ � •No / e _ / r50 O � P P:n'• STAsICE cF 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. N F. g p E N O N ® W N W M v °:. a a W c� a Y m LL co 13C9 W J O p Z p J-_ a = V r-, (if W 07 fu (o m J Q -t� 60 cp K z W J W C*IlzLL O d El II Z W U z N 0 0 z z o ti U) N M z CD Orn `o ItA w m J O N w o C �NCn Y U W J z$(� L U o N m N I� r_ o w M N Z4 O S Z 4 U_ td E o g 0 < R Q o o c0 w� _© o a 00 o Ea o �Z< = �� o ¢o W. J � C< <O -2 00 Z m J �¢w 15 ¢ o� Zz coson a oq� g� a mw O CC7 c o Z� _ �3 o J W wa = F }o I I I IX 0 O = M Om �' CU CU 0 L00 co LO Q N CL ,--. Q 6 0 N U o m ~ +� o LO O � r--. i� `° N m 0) N O T Q ( oo E w =00z tD j o M z E O n E U � w ¢ ca 0 � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7 3 -v w 0 N v cn 0 N J N 0 I cv v y� 0 .c 3 I N a E E _ 0 c c J LZ U i v U a� 0 0 0 0 J w LLL M 0 oo a 0 a M 0 ti p an 0 w m 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 Q A 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8, SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, f y = 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-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-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. 2" 1 Y2' Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703,7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 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 AREA MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. 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 A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 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 sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/spnnkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1,1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete over and mortar along the foundation perimeter must be removed be ore extenol�sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department licensed control company before a certificate of occupancy will be issued. Ra pest e 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. AInTC- 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" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING, NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. y ass c c c� Ca- �o .� -tJ C1i - . c 'E Cj o. a CE � E G M CV 0 N _o M No PE* 5 " o ''b © STATE •. OF' y •� 4�y A, {� `�� &Iiiii►$'"�'i6i 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. W 'a o N 8Lo N N a 0 t9 0 r7,),L-0-"LV u- w � M w a a JLLLL a U zoo z ��- 3 0 00 L R o 19 W Z - N Z m L Q ��pjO' _j r z Co d o w N M z Z F= �<LL ❑❑❑ W U � r z N M o g z N z � � J r E3 N _ M z N w o ally U d E L °6 _ d (� =O y Q 0QD 0 N o Cl> M J y ¢ w Z Z w � O E U a- �z Zo z® oa Co Q W� o E ro v It a¢ Q o� °o �d w= cn c <o m� 0 of Z m J O U �m z F ''<W �z ¢I < 5 0 U) m 2 < o az N, =r o ¢a �o v R °3 0 O > M O ca m (D co LO00 =3 N a LO QCr Y J CV CL U) m 4-1 O �.i i _ O LL f0 N 0")on N Q r 00 E c CM Z f6 Z 7 E O N c c a E °� ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SIN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING '''' v .................. I' . ..'.'.'.'.'.'.'.'.'.'.'..'. ::� ::::::::::::::: Imo:::::::::: 16GAx1-1\2" LONG 3/4"-1" CROWN 8':': 1: ( ) t5kMAX . . I. :::... 16GAx1-1/2" LONG (3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN 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** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O 0 0 5'-0" ¢ - c STUB -OUT FOR 1'-O„ O o CD GAS METER 0 ° � U O F N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (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" 0, 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. 1314" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (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 Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602,0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap r / FILL CELL STD. 90° HOOK BOND BEAM U) w STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM ON TOUHI HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. }Small 2" min. 2" max gap • A 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4 required when Indicated or max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGy" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. Birdsmouth cuts. N.T.S. Under 2nd floor cnh rmn w/ 1—ric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 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 KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists le meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-718" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 8 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 1 6-16d SIMPSC w/ (22) NAILS T 5/81 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Q " Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails require additional consideration. SECTION @INT. BRIG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST IDDIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) FA 6" A 1y2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB, PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" Any 16}o_tst.._.__ 1'-0" TA, 1,-2, 1,7-2". 1'_3a T-W 2-4" 2-11" 3L7' 41 f 4 0 9-4' _ ..12 S ia6f MY-__ _ _ ._. 10 1" 11,. 1,_2. 1" Z' 1-7" 2 " 3'-2" 3'-10" "' 617", " 7 ' 20 1'-W V-1"" 1" 2' 1'-2" 24)" 3-0" 4'-0'" 4'-10'" 9-11" 6-11'" 7'-11', 8l-1.11t 24 1'-0'" V-1" 1' Z' 1'-3 2f 3'-T' 4'-9" 6-19' T 2" 8'4" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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. A/C CHASE 4" PVC SLEEVE THRU STEM WALL . $ i Main :1 ,I Backer block (12" wide min.) =r1 I ICI I II I II I II I I� III= -1 i I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• ° • • 4 a FOUNDATION INFO a STEM FOUNDATION Nail with I — GRADE �—REINF, SEE PLAN \ Filler block. 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. AV1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth o � P I -JOISTS BUCKETS N.T.S. Jc tvi- t,nHar 4 rvu 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 4'4' v CENTERED @ PIPE PENETRATION I ° a ° I, 111—III—I1 n a ICI � Imo_. PLUMBING LINE PVC OR SCH40 SLEEVE ° y-- SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION —\ PVC OR SCH40 SLEEVE PLUMBING LINE is • ° • 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 4a ' .G q . °' d =11 M1 I M1 I Q I 1=! 11 -I I iEd 15d ° ° d 1I 111111 � SEE FND. PLN. SIZE & REINF. C cat c*�a C" cue C= a �- >UJ IL :5 cm v =C= 474 - CM >< �® y -a C14 s si. s cu as - _ ECJ t� 3 cu � CU E a � co _ M N 0 N 00 "• No "78 7r m � STATE OF ?• � '0' �• �' s•"•'k� 4 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. E "9 N O M S 0 ci w C5 QC�J: L G 500 N LJL L w W Q M CDa JU wa a 0 0 0 Z z -.0N L may° > 0 a W 0 (ONO m Q 0 n rn ¢ z Z co w N t7 Z U O 0 F=- zun o� ❑❑❑ to (D m 12 - z N M o z N (D z o � J U*) N c`� z U = Q)(1 0 +/-�J " V C W a ° J 0 Ln � � w °o - N ::3 n$ U „, r— J EIBM = w U i N c `n d ¢ o ° N O 41111 o w CO M M J z ¢ O Z O C',V w� 0e oa F — o E g ? U n °� z 10 z �w C is ¢0 U mo Z m J � ¢w �m op �Z go co C) m �o a N W �k Z3 oZ, _ o w� >� .J M V' 0I¢T0U a F 0 C 0 2 >M rn m 2 O CID00 0LO 0.111%N Q J N ° >, N 0 Ln O U_ m cv O O Q co r CO CV)o ' co z E O i ;v c a E= U 0 JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. SN 1 3 S w N C) N P v Cn 0 °po N Z. J M to 0 I N L v N 0 i a7 c CI N N E F2 v 0 v c J fZ i Z 0 _ U y U O i a 0 v 9 N r7 M 0 00 0 0 O d PO 0 0 0 0 00 Cn 0 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" U/C & jl ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS {SEE UPLIFT SCHED.} W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `e) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER . D ' A. SHINGLE ROOF, SHINGLES TO _ ° BE IN ACCORDANCE w/ ASTM -I I -I11 I 9 1-I ff11=I I J I III -I I I -I I I=� D7158-CLASS G or H, or ASTM I I=�_ 11=1 I=1 ; • 1=I 1 I=1 11-111-1' D3161-CLASS F, IN '' -I I -III I I—j ° — —_ 12 ACCORDANCE w/ TABLE ' I=111-I I I=I I1=I I I=III=I 11=I I -I 1 I=I 11=_I (TYP.) R905.2.6.1, FLORIDA BUILDINGE =1� III=1 I1 VARIES 8 IIIIh�IIIIIiIII tltI�Illl�ll CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 53 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT, FILLED SOLID W/GROUT 8" C.M.U. TYPICAL 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 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 CL NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE 'v `I D 6 MIL VAPOR D I— I z_ I I I� BARRIER , p 4 III COMP. SOIL. (COMPACTED TO 95% i MODIFIED PROCTOR t l ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION (*A� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND O.H.D. RECESS M SEE A/S3ORJ/S6``WIIIIIMIL,, II11IIr FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8'l NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ `2 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN 00 FOR CLARITY = z NOTE: - —_ *FOR BEARING WALL = T W/ UPLIFT ONLY _ FRAME WALL TO C.M.U. WALL CONNECTION v 1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° e 00 SCALE: 3/4"=V-0" �r GRADE 1 -(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS r -I I I �I I f�Tl .I�f I , ' ` ° III=� 1 �� I I � � • °° I IF —III °•a•.•'! -:4- SEE A/S3 OR J/S6 ' -1!I11 I LL[I LIIF:' ,II'1F FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 7/r 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF `— (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. ABOVE) TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" Q.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" 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 24" O.C. 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD @ ) SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" OL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2„ WWF OR FIBERMESH x 6 W1.4 x WATTACHMENTS 2/ ELEV. 4-3 1/2" 31/2"MIN. 1 31/2"MIN. A.F.F. U U— N - D ° ° DTI= r �31/2"(min.)- 4" _ 0 9 7�� D • ' 00 — — — ' P •. — 111- 00irtt — . -/r 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 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 12 x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 31/2"(min.) - 4" 11 ITf —II — 31/2"(min.) - 4" = y —11) 11=1 I -1 I -off l I I- (2) #5 CONT. TI ' `�.-r' �'III "'TIr 4" 1'4' 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 ecs' 10 1/2"(min.)- 4" I 1 (2) #5 CONT. 4„I111 �II41TTT8 U.N.O. MIN. TYPICAL BEARING WALL @ STEPrc C SCALE:3/4"=V-0" S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�N�o s INSULATION PER FBC AND ENERGY' coN 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'4" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3FOR 10'4" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) 2X PT PLATE #5 REINFORCING N FIBERMESH x W1.4 WEEP SCREED INSTALLED BAR o END OF 2'BOLTS 6" M PLATAX OEM WWF OR4FIBERMESH PER MFR INSTRUCTIONS E #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi =r #3 & #4 LAP SPLICE ° . co— — — D o FINISH GRADE °O 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a m D D D. T b g_-T I I D • I ,IT II I I-1 _ w I I I 1= 1-III I I 6 MIL VAPOR BARRIER i II I IUJ A. ° ITI �=T = I I- R 1 7/8" �- I I III= ° = I' II #5 REINFORCING BAR _1 I -I 11=1 I M-1 r 2 I I -I I�TI1- L I I I i I1=1 I I EI #5 LAP SPLICE (2) #5 CONT. -1111- COMP. SOIL. (COMPACTED TO I I " ° III-IIrpm 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8' 1-4 8„ _ _fl 95°! MODIFIED PROCTOR ASTM ' �_)1 I I= I ��=1 t I 10" (�P') D1557) I IIIII ITIIIh IL,LI I 4" 1'4' #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) ° AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO r TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN c — — —a ° ' a a ° - r =-rL��r T ^ CIO II= M c (2) HTS20 FOR STRUCTURAL T _�,=rT�l,=r1) BEAM SIZE & I �' CONNECTION INFO P.T. 2x 1/2" GYP. BD. 2, HOLD GYP. BD. j— ; 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAN — a .s y Q INTERIOR a. a. -3 1/2" v• ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ao - N T[=ITI= II _I M 6 MIL VAPOR BARRIER � •. .III 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 = SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL > j SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS 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 z 0 SQUARE CMU BLOCK BASE, CONT, FOOTING STEEL MAT REINFORCING. r ON FLOOR PLAN w > SIZE VARIES PER PLAN MIN. #5 VERTICALS M zGRADE 00 — CONT. BEAD SEALANT a w/ (2) E ? FILLED SOLID (SEE PLAN FOR 6 x 6 ffl A x Wl A N w SIZE AND REINFORCEMENT) C7LU _• T WWF OR FIBERMESH M I=— w o 0- LLJ U ° BRICK PAVERS or SLAB PER p o 0 Uj • •'' • • - z COMMUNITY SPECS " U) - Q 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 0s��l�� BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) SEE FOUNDATION FOOTING WIDTH \ - I CONG. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING (GD12� PATIO COLUMN FTG. DETAIL �N en N 0 c.J tv� :w C-lCID CL N to tTi °C, E ca a v O M CV 0 N 00 0 Lo .No P .� oy-"G�°,° STATE_ OF0 ".l •"' NA To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as W o v N �CC,� G 7L0N J LL Lu LU a a Q M 10 LL a R &t? 3:o 0 Z t V ! On 8 5 0 m LU N (O W ¢ m rn °' °' W w 0 z N M 0 O IL ILQ II-- Q o U ❑�❑ Z W N (n o� Z N z o � � Q N z C� o C2 LL 4 ° U o—� „, g N c w U) U _ pe ^ i l� .,• L U = L N U a N M • ® ® N 0) o z w C.0 M M J Z ¢ 0 z Z C � U- C C wo G Z. Q n O E E U o z>m ® oa X OU 00 U o E Lp a� o �¢ a z z m 0 Z 1 z � 3 � W a 3 s� �~ 0 aLL =3 TO aF �O 6CO ol� o Z 4 U 0 O = > ('7 0CC CC L 00 o 00-1-1N Q J N L) m >, N +l O �.. �--� 0 Il I� 0 N m N O r Q �_ E c (.0 M 00 Z z ' to O N @ C a v 0 ¢ o � JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) (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 DOUBLE 2x TOP PLATE —, VAIRIE5 ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" V� EVOENLYLS SPACED EXTERIOR FACE OF BLOCK ,' ❑ STEEL AND GROUT ❑ ❑ WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN ?x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (I Yp) SEE ELEV, PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) _r 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 r 1/2" EXTERIOR GRADE SHEATHING -� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON S P 1 w/ (10)10d NAILS AT EACH STUD • 2x P.T. PLATE / 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT :::z 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN TO OPENING DOOR OPENING ❑ ❑ EXTERIOR ❑ ❑ WALL CLEAN -OUT (*" A WALL ❑ ❑ ❑ 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 D �,S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W! (1) #5 FOR CONCRETE PLACEMENT 7 a a dQ d a d d a a Q d g" STD.90`HOOK 8" LINTEL BEAM WI (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION i NOTES: O 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. 2U VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. U3 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. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J - w > FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �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. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK a d d 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. 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 V\JVI\ 11lr%%a[X W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 \-(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 ; OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. �S4� 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) 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 BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS F@ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v ? a 2x TOP PLATE '- 55 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF AB., SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON Q SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 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) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I & NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE /- 2X BLOCKING / - 2X8 P.T. BOTTOM P I ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C IFSP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 STAGGERED A 10d NAILS @ 6" O.C. T131111 / 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 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 S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� REV. 06.24.22 SCALE: N.T.S. C" a e% C" > W cc d t; �C_.j� n °o � �C.)_ -- r x Q n�-. N 3 2 a, � � v• = E n_ w M tV O GV co 0 I �`�'1111Ug",��r M - , No P` ,i T50 .4 :-T) STATE OF s �.• A-.ry A +FSBeFi1i'i361�`'i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Wgt E o 4 COD N U N r 5 N O p ;k J rnn�� LL W 0)CL N O Q W 4 o u- u- a Z t7 zoo wy �N O W 0 2 r¢ m W 05 ILJ w N coQ 0 O- �p 0 U ❑p❑ ,Z W Z N M o a N � o � � a- N r M tno1 Z a W0 o a-1 C) Ow o o �NCo F— J E ENO N m ti o Jz W C M M p Q E E zo >m 0 wz ❑a t— (6 g p 0 p p¢ c0 g. L Cn C: ¢ 0. oo m 0 of m v >_ ..J 3 0 �Z no c8 A � ¢ a W ti �O wF .O M W OI< a F pU 2 O N Om m c� L 00 (0 Lo p :3 N 0- Q Cr J N (n m �, N � O LO r_1 I� `a N m m O N CD � Q 00 r E c r� M z° m z rri E Q cc a ECc U � Q O v JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S4 3 w N i x a CD, N v 0 0 N 311 rn 0 I N i v i 3 Q N N a E a) E 0 S L 0 c co N LZ O U v 0 U C9 U N 'o a c 0 c U J a, LZ N N M 4 0 a NO N 0 N M 0 0 w a m v v� SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 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 10/S5 BACKNAIL w/ (2) 16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. Jul (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON �RAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9„ BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) Ad. NAILS SEE STRUCTURAL NOTES AND NAILING IF SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAILS 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR Y8'-0" APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA.. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •° BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR S ATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / X 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ / FROM RIDGE FASTENED AT EA. END Z EACH JOINT w/ (3) 1 Od & (2) 10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2 CDX PLYWOOD OR 7/16@ 48" 0/C FOR THE" (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & �� • AND 12" O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (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.7 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 SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 1 Odx1 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" 1 GABLE WEB SECTION_ 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. Api SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2' 1/ " (2) 16d NAILS WOOD TRUSSES 60 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE 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" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING 24" @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 R () OWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" c TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r ADDITIONAL INFORMATION. �`� 91NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ---- -- , 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. vviv i . ��nnnv�a GABLE END BRACING DETAIL 12" SH SCHEDULE ,TTACHMENT ? 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 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ WE 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS B DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 1Od _- 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J 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 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. ED ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL--/ BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTIONr9 SCALE: N.T.S. S5 `-MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTAw/(4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) LSTUDS @ 16" D.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU a Y CORNER JACK U W z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, t- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ON No ON ONINS NOTE: LTOP 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 @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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) METIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C" N o Q � W ono a � Y Cr= -T C2 .Y� M N 0 N 00 0 0 .-'\c°E°A a No Pri 75 0 R % �® .�,gtor°js N e � 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. W v E N Q -1U O r v y 7 LL7 Co N e* Lt 0 rn�"L:R - uu Qi J°U U- - Z Z' r V w o 0 m W o 10NG L Q 05�pj6' J z W 6 of Z Z o tL aco N r) v 0 V ❑00 Z W U r�i N M �o �W z o � cn (D (� w � O LU o Ly N w. IU0 v ! co w IN L U o N 0 • N I� ti JZ W M M J y p z C wo �� >� Zo C� O o' zp F- fD 20 U0 o � o 0a 1 Ez C `O <Q cW q <z G '0 0, m m Q W 8 3 8� 5° �i > W LL a z o W m ¢ 0 H ~ =_ M V z ¢TOU F 3 O C O i > M O ui rn N c� A' W L 00 M LO O N Q o 0 N U) m }+ V ! O ILL /1 co04 V 110 .S< CD N T E Cfl oo C j = o Z f0 z :3rn E O 2 c a ci Q o � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 W 0 a 0 c 0 0 N J N 0 I N 0 o+ c 3 Q N N v o_ E N E 0 N r7 E2 0 U E U co CL 0 0 J L� 0 M 0 a N N NO h; 5 0 w m a rn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PIER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P,F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od 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 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.( BASEBOARD MIN. 2500 PSI CONC. SLAE MIN. PSI MAY VARY PER MUNICIPALITY c r--r j co a' T 1=III=III—III. III 6x6 W1.4xW1.4� WWF OR FIBERMESH I IITI ITI�ITiI III I I II :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 - [RSHI - 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 w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w 0 = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD _ LAYER 1/8" THICK. LU —INSULATION PER CHART ON FLOOR PLAN (�B R ymS6 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 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--, BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 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. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) if:v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL w U a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE U') TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4"to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED =1NISH GRADE eo FLOOR TRUSS SEE FRAMING PLAN rJ.t 11 —rI l- \—STD,90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-0" C FLOOR TRUSS ' 0? SEE FRAMING WEEP SCREED o z r ^� PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1 Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION 16 FOR ADDITIONAL INFORMATION, 2x STUDS @ 1^" ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED LL INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK C 15/32" OSB —j — EXPOSURE F— SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF Lu NOT FULL HEIGHT SHEET - to to z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI F F F F SHEATHING w x SOLID 2x C BLOCKING @ ALL C SHEATHING O EDGES (SEE OPENING SECTION X-X uI a 5+ x E t- 2x STUDS w N SEE PLAN o IdBEYOND. O '\,-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM Ierel I rI r%inrl^kl nIA^r%Alls FLOOR CONNECTION B 3/8" "S" =NAIL 3/8° @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACING FOR ADDITIONAL INFORMATION. S 3/4" 1/2" S4S, 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" "6'.) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ 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)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �a. � Ik7 d. a.a� �I I ,••,-__ 11-11 �11 Ir —I I 1=I_JLI—I I I =EI I [—III—I I L�t�:8:" --�(3) #5 CONT. ON 3" 8 11 r—I 11 8—I I— 11 I[ CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=1'-O" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 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 @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X Sic A7Np�� N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 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 Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END ui JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT I PENETRATE SURFACE MORE THAN Ye". H z l� 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 z IL $ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O 0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. (n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J Lu LL O C'PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER } ¢ 1:-0 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q WF OOO W O F m + @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N hI w O O ~ MEMBER IF GABLE END c U NOTE: rc_'N WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED—" CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTAt @ 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 t: a. -III—III—III— I a co III —III —II III -1IIIIIII �IaIII ` 4 111,111 �—�---1 —1 (3) # 5 REBAR ON 3" CHAIR 4" V-8" M S6 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) (2) 1) (2) (1) LSTA30 (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. FINISH GRADE I— 00 W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" ADDITIONAL INFORMATION. S6 M2 CV O c� C" N cc c Q o d -o a uJ c= c i a mcaC14 c x cr� we� �n o ag E c d C= cc =. c E Co o M N O N 00 0l`�=14:9�:fA,d M d Q 7 5 1/1 ST,I i L OF . 0. Al •��'�.,msO'I _} \- 7 � A 6dd+"d`¢i6Y4h�1' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q O M V N 0 3 00 'n " LL to rn�� w a a �mv w a O Z M U_ U) z =-6rn ° O . i Cc,0 (i 3 Co (O cc J Q _ ��pjO' r- z W z IL ccd O w LO co Z H U N O U ❑❑❑ Z W z N o � N 13 vz z o ry 10 V ! V) M z a _ (1) 0 'N cn Uj .W U Q) O w o tlla ul N Ln U , w allI--- E Z w II (� o o z w M < z z U_ w wo >N zo � p E U o� wz " oa FT rd 0o m <z r @ °' �- g Qo wz `J -� C 3¢ OU m:�i ro OF m J y m 4 w cn 3: T 3:N 2. W .,z W m 0 ¢p aLL F= . �� =� � o v zla ;o 0 0 c O 0 �} V m `m (D 00 N CC) o N n 0 ~ a_0 O LO _ OIZT ILL Ic -0 co m N 0 N T Q 00 ai N CO (j o Z Z _v E O Vi C d 0 Q 0 —i JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 v x w N i N v V�1 0 O N N a 01 N lU C v�i rn C Q N N E E 0 0 c c CD CD t7 01 O �I Z i a 0 c 0 J v tz M CV O 00 0 0 a N N 0 w Cr Q m v rn SCALE: ? = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0', V VMLL 10 ------------ 3YP CUT TO FIT I kRS IN WALL --2x12 SYP BEARS IN WALL , B 2x6 SYP /2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ (IEW "A11 SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE — STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED--\ i NAILEC ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) / SECTION VIEW 11611 SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER l� 2x4 SYP BLOCKING FOR STRAP / (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell SCALE: 1" = 1'-0" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN,'" AND' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION LATTACH ALL COMPONENTS STAIR TO CONC. W/ 4" X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. / G-1 TOP OF STRINGER SECTION VIEW IIC11 SCALE: 1" = 1'-0" 1x4 GLUED AND NAILED TO STRINGER \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO -2x4 DRAFT %GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP PER CONTRACTOR PROVIDE —2x8 SYP DRYWALL STOP BLOCKING MUST NOT TOUCH STRINGERS G --2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 t OR LSC EACH STRINGER FOR NEWEL POST TO ANCHOR TO. (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST BEVEL GLUED AND OR 1 2LVL FROM JOIST TO JOIST, USE NAILED TO SUPPORT a"X16" ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR W/ SIMPSON H3 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G11 BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" DRAFTS P DRAFTS P � III, I I III I I I I I I I I I I I I I I I I I I 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO l Ilk 11111 2x8 SYP DRYWALL STOP MUST[�t 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED STRINGER AND TAPCONED NOTE: 2x8 INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLUE --`NOT TOUCH STRINGERS DRYWALL STOP SECTION VIEW AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT LGLUED AND NAILED TO STRINGER NOT SHOWN POINTS 1x4 GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING F E FOR DRYWALL SPACING B _ SCALE: 2" = 1'-0" H H SECTION VIEW E SECTION VIEW STAIR CONSTRUCTION DETAILS SCALE:' = 1'-0" _ SCALE: 7' = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED L JOINT -L TO GISTS) D NAILED AND '0 TOP PLATE INTO RIM BAND, AND NAILED TO 'WALL BELOW L JOINT -L TO GISTS) H 2X STRING R 2X B OCKING OPSON MTS 2 w/ I) 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ►ECTION VIEW 11u11 SCALE: 1" = T-0" a� 9% cs o cv •.� C, Q 0- 0- cc ® - H a,N� <c � CD c d ® 7- a v .3 en m w m.c ao m 9n cs c E R O_ C.i M fV 0 CV 0 0 M o 9ggqq',]SE,sjN 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. to W M 8 N @ � O 7 � �i N (fi co C-, N w w d d M 1! Q J� Li -- _ 0 w° o_ C') z 0 o rn _ m c v Z rho D o OR �i 5 (0 h (O o m J m W05 co ' J a N Mz w O H z OU ❑❑❑ Z W CD Z N M 00 N � o Q n 13 N M ^N' a C o W� ) LL T C!J LIJ w o N w �L40�_ U lowr s °I U o Q 0 m N o w M ch J ¢ Z Z Z a ri O_ Q ¢ Z. >� a_¢� E U OW tLL- Z® ❑a H !t7 CL 00 O E E ❑U � f0 +4-7 �z❑ O wz 1 1 20 � V 0 Zzz m � J �m e F 0w gz 0 3 �pw on Jo T� N� m� S =co o as �o v zla a ° 3 0 � O a) > M I1/ O rn m m 0 L00 co LO 0 LO Q 6 J N � m >1 N }i 0 '^ u LL O -lid In C:)tr"1 O 'V^, ,_' N Q � -- Ir CD �C j QQ o z z vi Oto � CU � U c a Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. ST x CM 0 i a 0 N 0 to 0 CID N 0 I pN t� i Q N N i E co E 0 C J LZ 0 U 0 0 ca 31 a 0 :9 J ti N 0 M a; 0 0 a M 0 0 tl.l a m 0 cn DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER TO PRODUCT 1x4 1/2" DRYWALL F TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN.1x4 APPROVAL FOR CONN. X 4 x4 P.T. 3/16"0 X 3" LONG FURRING �� 72X8 FURRING 3-1/4" LONG X 3/16" FURRING TAPCONSTAPCON 2 ROWS 3/16 x 3-1/2" TAPCON. INTO STAGGERED @ 16"BLOCK@ @ 16" O.C. & 4" SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" 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 112" 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 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 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" o.C. 3.1 /4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO \ — BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA \_ BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)1 Od NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR—( INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX IT SOLID BLKG. AT TOP BTWN. II ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH it 1/4" x 31/4" TAPCON (1 1/4" MIN. - �1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 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) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 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 8r, EQUAL I�:Zs]917�� PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" 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"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" 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 (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL D N FURROW. SMOOTH, 0 0 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 REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 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. 4'-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 rL SCALE: 3/4" = 14" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL r. i `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" tR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TD. 90° HOOK (TYP:) 2X BAND JOIST W/ FACE NAIL 10d YP.) ACE NAILS 1 d @ TRUSS VERT. WEB — 7 METAL SEAT PLATE NOTE: Idyl LAP SHEATHING TO BOTTOM OF BAND ® JOIST TYPICAL SIMPSON HGAMI OKTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS - +2„ NOTC @ FIRST COURSE - -- INTO BAND JOIST & (4) 1/43/4" THE :S TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE ��- PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE i SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER i THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" C -fl f—T i III GRADE o p °l— ° M P . z_ r �P (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" 2k0 + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" q * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. O�ENOTy (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + SUPPORT SOFFIT CENTER SOFFIT jPRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SFF CHFFT nq ANII SIMPSON HTT4 w/ (18)1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 1Y - r z O g O W Q 1 I— U Q U) FILL 1st 4 COURSES SOLID W/GROUT d d: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ^ ` d'` OVERHAN g .. ' .•v'. d e: d RETROFIT WALL OVERHANG DETAIL (N FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. 1 r-Orr 51-0" NISH >• > ip ° • : ° #5 BAR x p. 10 s ° CENTERED W/ g o ° • . �s 9 H' IN TOP o toKNOCKOUT/ N ° CHAIR BLOCK i ¢' MONO FOOTING .• ° s .a SIZE AND PER PLAN R I F. R - E N AND SECTION DETAILS CLEAN FILL ° DIRT Z A. . °ffTANRDDAo i HOOK N #5 BAR IN FILLED CELL, , ., ,. ,. ,.�. ,.. ♦,"w, .�., ..�. ,. STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION N DETARLANILS AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. M cv c c� C" �. C14CD W � .. . u 0- 'IA N ,� VN d =:.:fd7 w G ea y, mac• .� = E ca p � U M C\J O CV 00 0 M O ��aay;14:�3PEdJ96F N'' Csj No P-1 •. �. i A , �E�l3s':e6t't3's To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Eo CODN U LO N n ti a � g 0 rn r-- r- ° u. W ° a v a 6040 ca LL u _ IS _oc 0 w a 0 Z o Z N o O y 7 r4 Nrl- CD � O 00 J Q W (n c z;w Z O In C',m oU 0 H ❑71 Z W CD rMi Z N 0 o � N Q � � J N M N z X2CD o 1 ' LL LI.I -� O „, o w co � U ,,, MIN° S L U o w c (n Q � o ° N �J o w M J z¢ � z z � C E =o �� >� z. 0� ze I- rO xo oo o E a0 °a z �z Wz c".) M M C P o '0 of z m J f° m ¢w zz g o C/;, y �y o az n W m �a fir c+ = , ,- mi _< a So �O 0 = E2 > (0 O 00 N 0 LO .-f Q J N a W .�' o LO �i 4-1 LL O � Y U rit `° (MCI m O) N O T Q E w (O Cf) o z z ' E QCC) Ca tl E 0 a ai U J Q Q 0 a) JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS 0 v U -8 a> Ez N N M 0 O a N N co 0 W Q m v cn CROSS BRACING DETAIL (TYP) SCALE: N.T.S. TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE 2X4 STUDS &PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. (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 2x8 BLOCKING NAILED @ INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIMPSON HTS20 w/ (24) 10d x SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 11 1/2" NAILS EACH 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. �C 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB g 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. „ DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT O 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 Z O w'I J W W W cn SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED I ' MASONRY KN COURSES w/ W/ (1) #5 CONT IREQ'D @ MID I I r I I I ASONRY TO CMU BASE OR PER ELEVATION IF EE WALL MAX 3 TOP K.O. COURSE . FILLED CELL SPAN MAXll Alk MAX 3 COURSE WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE -� PLAN EXTEND _ a _ SLAB 1 1/2" - - (2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE - WHEN DEPTH - 17 FOUNDATION PLAN -;j EXCEEDS 30" - GRADE z N ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO Ld CMU BASE W/ (1) #5 VERTICAL EACH CORNER FILLED I I SOLID. SEE ELEV. FOR BASE SIZE (3) #5's EA. WAY-\ rr SEE CUT "'I ,, a "I'm r . r wr 7 CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. -#5 REBAR CONT @ SLAB LEVEL -EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" A -A ALTER NATEi BLOCKING SIMPSON LSTA18 w/(12)10dNAILS 16d INTO HUC4ER&/(6)4) CENTERED AT L.SEE PLAN L. FOR CANT. R DETAIL aC� INTERIOR BEARING SPLIT TO TIE BEAMS TOGETHER 10dINTO BEAM -SEE ( ROOF PLAN FOR MORE 1 INFO SCALE: N.T.S. WOOD TRUSS SEE FLOOR PLAN FOR A PROVIDE BLOCKING AT ALL TRUSS BEARING TYP. WOOD TRUSS BLOCKING DETAIL SUPPORT WHERE TRUSS DEPTH EXCEEDS SEE FLOOR PLAN FOR COLUMN SIZE COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SCHEDULE/PLAN SEE FLOOR PLAN FOR REO'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" T7� (2) #5's CONT. T&B w/ 4'' #3 STIRRUPS AT 4'-0" - - - WHEN DEPTH - EXCEEDS 30" -- GRADE - Z CV - - T 1r-4 �' PORCH SILL r15 SCALE: N.T.S. 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,r z Q J - <r -- I PORCH SLAB SEE�� N FOUNDATION PLAN - W LLJ to z W 1J(2) #5rs CONT. T B ° W/ #STIRRUPSAT _ 3N 4'-0" WHEN DEPTH • EXCEEDS 30" -_ LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. - - 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION c; FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. 0 SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" X� COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 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 I • NAILS OR IF 2 PLY TRUSS --1 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" = 1'-0" %2' 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 — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. ® 4 4 c. CV Z T COMMON TRUSS W/ INTERIOR BRIG.SEE PLAN FOR CONNECTIONS INFO. MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR %2 TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT I MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO/ 21 013 CV. a Cv C" CV -a Cz Cc n, __=m>< N CcC s- dQ S.S!�.. v m Lam® .n Q E 5 p 0. C CM C), 0 CV 00 0 L[k2".01 O �''o�'4 ,i•JO �. P' S� � • Lam' -� STATE OF >�X, _ ado✓\� �i" 0 . i .a , r' ijg f,f10, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W � p Q th U N W v _ N 001 0 n co N co 0 LL N tnti�a LL w to v a a a co w a JLLti a z Z Z_y 0 L o O 'FU m N tD J < W U) aj J Z W zN ch z O H CL CC o DO❑ W U 0 Z N Cl o0 93 Q ¢ o Ln ca s LU a = U — 0,.g _Q)V) cil- N v °I•" J E _ � v ¢ ry m o J< w M O z Q V- :? U W� ° o00 E o¢o� ¢ w � Qo Wz ao U m� O J 2 ¢`5 aw �z O4Q ao �w o w¢ R a=O o 0 �CD = co 0 i V rn m c� 00 N LO .-. QCr o J N >CO . N a--+ LL O � Y P1 m c) LO N Q r E Cp � j c00Z d f0 z Vi E (DCa aU E Co J Q f] c a) JOB NO: 23-02469 SCALE: AS NOTED SHEET NO. D 1 (MONO) --------------- (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 �— 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP7 C (2) 2x HEADER G SEE PLAN Al 1I011111SREMERS w 2 x 4 #2 SPF STUDS m A" O.C. U.N. E �TYP 6" 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. C (2) 2x HEADER G �� SEE PLAN F SEE FOUND. PLAN FOR FTG. REQ. OSIMPSON SP2 w/ (12) 10d NAILS BO SIMPSON LSTA24 w/(18) 10d NAILS 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. OSIMPSON SP1 w/ (10) 10d NAILS O5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / � JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 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 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 K'�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 9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP. L r" 5 � �� @ I GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL G) BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 0 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST 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 JOIST SEE PLAN 8d NAILS @ 3" O.C. 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 ND OF HEADER SEE Q/S4 FOR END (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 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. X 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] 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 2XCONT. RIBBON - TYPICAL BLOCK WALL — (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR 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. E 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 II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ T _ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVERTOP 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 SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO 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. \ I / 2xCONT. T&B SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK 2 STORY COL. @ GIRDER STUDS BELOW SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" 0/C �cxr . 'O�qr Np2 PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP Ile PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. (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. 1 BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN — MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO — SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE SDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. 0 • N C_j rn N � 14- 0- cc in �� d G7 Q NA M 0 N 00 0 J%f LELiJI,�J _ 9,� STA1-E 0 F't t� "J7ff��xY0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w Q �E Mo N � V ,J F: 0 TO N LL N w M d 0t9 �o Zco L O 0. p CU M LU 0 �w Z z " M Z U 0 F= N Z O U ❑❑❑ W z N M oa z z Q r N M z 0 � U O N �N o � w to �- LLJ e m v o r~ M z < z< W Z Q E �� Z z® !? O E V o� z Da co ro 6 Q 0 '1� E C'0 '0 o t< @ QO .0 W Z K C/J r0 '< 2 z 4ozp U m0 Z Lb J ttl m r a w z MEN T m of a� 50 '0 w a �O 0 = L > co r'r Om L 00 CID LID 0 N oLO � Q CT Y o N CL m N +-+ O Ln Q L r h m o 0) N r <C (0 1- E /�/� 00 (7 z Co z E C) tll �o a E v ¢ o CD JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D2 3 -v 4, 0 x Q CD CD N 0 cnCr_ 0 Jo 00 LO N 0 rn 0 1 N 0 O Q / C a 0 0 a E N E 0 0 c v i a(ni L%. Z E 0 UI Cn U -00 d a 0 v rh 0 0 0 0 a C1 O4 N ao M 0 W a 0 v 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 c 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME w e. P 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 T( 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 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL O COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f in each detail that corresponds to the numbered items in the list o 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 SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST ^' ^ "4 WEATHER JE BARRIER & ,ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0 0 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 O 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER Z CL Lu C7 (n LU C) W Lu 0 Cn WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING 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 - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathin of all exterior walls No 15 asphalt felt shall be applied 9 i == 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 RIM JOIST 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. 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 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING n CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 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 RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXPOSE EXTEND A MINIMUM 8" RELEASE ADHESIVE ASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF THRESHOLD 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 P shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 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 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. JI SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. M INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections, w t R t t 6 7.7.At built-in autters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 PLASTER STOP �- CONTINUOUS BACKER - ROD & SEALANT A r 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 GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er esls an arner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING - -VSTRUCTURAL SHEATHING STRIP OF SAF SFLATH DRAINAGE PLANE WRB BOND BREAK WRB ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH 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 butt joints need to becaulked using Stampede or sim. caulk for all er1 N N cam+ RcCc.�N >< _-rsm =LLB N R Ca y N � a E :t cc N �- � 1r �a U M CV O CV 00 0 M � N L!- IQ, G, e'No r'' 8IFYM® r� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N 11.11 vM E S a - g N p� R N �Ap 3 N O CA 0��,s in�r,INrni�k w ' � a d ai W Q Sf J G_ LL z o 0 Z 15c°' O L t6 8, _ wI m L Q W �2pjO' 3 P Z W Z N coZ O LL F= OU ❑❑❑ Z W M Z o g N z o � Q -J CD o LU U -� Q) O 1J g N Cv N ws Ln � r- cn v LU _ $ aima- _ E �+ !� w� v a � Q d w M M 0 Z < ce o zo >� U w� z zo oa E 2,0o OU O co r z ao ¢ 6 a z W � a C <� 0U W.o zLL Z -5m J �m ¢Z z y o� z O 5Z cn ° ,0 o m ,& oz 3 M v .5 o 3 CO 0 = E > CO 0 m c� L 00 co LO Q :3 N o Q Cr N ~ O V) _ ate-+ O LL � Y co N m Q) O N Q � r 00 ai E __ Z m Z :3ri E O a E 0 0 -v ca ( a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (t€t § 4'`t 2'x+t12°x2-1r 11"2" Gins 110- Sin Anchor 5 Left Brad* o a. SatkCl Uck Chess Spirt (May ekecut tclWf 14 Self. 06111i scrdwS'I Scaurrrrl edge Florida Department of Business & Professional Regulation R pa gu Pa'.I afI 9 Building Codes and Standards 12Jd1202 Product Approval Application Detail . _Code =.. _ - -.. .. _- E Rv or ♦- ,. Data Data cars PendIn.o . .. _. 7VII. Wilson. Marrulmunir Comm emm.aer&uoeiie. "validated the Validated' SubmiiiBd F6C AparovN Aporow Sttalus, AHinnation 2020 :Smart Vent Products lilt Michael Gralre. Hrree F Norero P E Look. BO.-d.n P,E 2M 612020 12/16[2020 121287Z020 Apprq✓ed. Category: Strtioturat carrponents :(877) 441-8368 PE-137IB (3341305-1800 SUbCaeegory::ProdLiCts hlroduCed as a Result or info@smartYelitcoM Maw Technology - CompliancaMethod: Evaluation Report it— a Fiona Registered Architect ora Uoensed Florida Profeeelonal Engineer - QualityAssurannda AoproyedYor Use Approvod for up Hat Casio, 5agif product Modal. Nliruher gr.Nama. Praduct.Descriofidn Contract Erob'stlan Data In-HZ Outside RYH2.' Resistant ire Prinx . 1 :SmanVeM Model #1540-510 Dual Function Floodynd VentilaboOVaot 12312023 Y. Yes NIA 4100i--100 2: S—,tV.nt Mode:41540-SI I Dual F..oti n Flood and Ventilation Vent I2f3172023- Yes Yes N1A -WA106. 3. SrnattYeot Model#1840.520 roulared Flood Vent MlR 23: 1 tl Yes Yes N IA .1911W D 4 SRsriV Mode K154o-52i eat i msulatad Flood Vent 1/2 12r3 ?3. Yes Y s Yes r MIA .10 1 0 4F P 5 Sn'iartVent Modal#754D524 16&quot, Garage Door Flood Vent 12 MI123 Yes Yes N,rA :NfA 6 SmanVem,Model#1640-670 Wood Well Insulated Flood Vent. 1213112023 Yes : Yes NIA <100S I0o Sms riven Model #1 540�574 145&qud;:darago Dr. Flood Vent 1231/7023: Yes Yes NIA NIA Florida Department of Business & Professional Regulation Paget mr Building Codes and Standards 1f 4rzo2:1 Product Approval Application Detail .Coe issmy or Dare Dat . Date Penelma Case 'Nor Vrgrsim, NanofacluHr. correct Enameer&License Yaridffisd III, Validated: submitted Fat: Aooroval Ame-yed Status R-Won 2020 Drexel Metals. Ne ..-, Jason Shumate Zabha R-Priest Locke Boade P:E. >Y 0 o 1 2 20 : A912a20 &r 0/ D 09 0a2 20 0 20 10113r202o ApP roved Category. Roofing (502) 303-1511- PE-74021 (334) 3(141800 Subcategory: Metal Roofing. i'shumete@dreemet tom - Compllailce fiiletbod: Evaluation Repon from a' FI da Registered A'mhiled ors Licensed Floods Frorass oval Engineer ailk, Qualify Assurance Approved for Use App—d for Use - In,La�rl t 4giJgn $09 A! Prorhtef ModoL Number or Name. pt Product Desedon contract:exolratlor, Date In 11 'QUIS1de b HVHZ Resistant Pressure Drexel Metal Roofing Systems DMCI DONS,:. OMC 150S5; PatC 1755,0MG 20PS„ 12131rzg25. Yes No NIA .OP1a0 DMC5V Florida Departrnetlt of Business & Professional Regulation Faga 2,.r4 Building Codes and Standards 3=23 Product Approval Application Detail Code nH or 24 Date D e PHi - garg T .oO Version': ManufZcturej. Contact ) minger &ticorxc validated By )AIidaloa submitted Pee Aoordvai Armsm lid '8tatus Rehsion 2020 Therma-Tru CorDOraldn Steve Jaspersdn Lyndon F. Soh I»IdtPE Ryan) King. p.E.. 04A512021 1MV2020' 04 02 0. 222 1 DaN3 02 2. 1 A r d pp w.. Category, Exterior Doors OW1843.7625 PE 4340E t&131761-6155 Subcat.gotyt:Winging Exterior DoorAssemblies s)aspersan8irhermatm.c' Compllanca Method: Evaluation Repon from a.. Florida Registered Architect or a L-cansed Florida. Professional Engineer _ Quality Assuraim, oomwd for roved for Use � �EPr ct JnsDd peon 8.5.g0 Product Modal. N—boar orNam. Product DesengtMn GontractExoirazion Date in HVH2. r,�ids de:HUHL Resistant PreTsure 1 e. There-Tru FOer Gas.I ead:4-411-3lar Nominal n.#39 B Bquot fmpact&quoL Opaque 12,s12028 No 'Yes Yes Nra Composite: Edge Fiberglass Single Door llnsroingr6utswrng Xtonfguraton) 2. b: Therma-Tru Fiber-Classlc and Smooth -Star Nominal 5&#3913 S.quorlmpact&q d, op. qua 12/31/2026 No Yes Yes WA composite: Edge: Fiberglass Single Door:iwih 3*11tets).gPswinaloum'amg: XO. OXo,QXO confgumtimsl 3 c. Therma Tru Fiber -Classic and Smooth -Star Naninal6&#39 B Bquol:fmpact8quor Opaque 121sllMli No Yes Yes NfA Camllpexo Edge Fslerglass Double Door.with dr- without Sid.lites 11—ingrOut-ing XX or r0 0 contlgurations7.. 4 ldr There-Tra F:ber-Classic and Smooth -Star 5 a.. Theala Tru Fiber Classic and Smooth -Star 6 ->f Therma Tru Fiber-Gassleand Smooth Star 7 g Therma-Tru: Foar-Cli—is 9ad8—tt-Star S h. Th ors Tru Foar-Classlc sod.SmoolWStar 9 i. Thera Tru Fiber Classic and Smooth -Star 10 1, There-Tru Firb-Cltssip and:Smodh-Star 1t k,;Therrme-Tru Fiber-C1assleamd0M*)m'Star 12 TheraErru Floo -C a;sic ano,S—gh-Star 13 m.Thera-Tru Fiber-Olassic'and 8moolh�ar 14 h. Th,— Try Fiber-Classlc e.it Smooth -star 15.. 0, Therma-Tru Fiber -Classic sod Smooth -Star 16. p(- Thelma Tru Filer Gassic sap Smooth Star 17 .q. Them-Tru fiber-OlassiC: sod Smooth Star TY Version. ManuMclurar Revialcm 2020 PST Indtlslre$ Cat.a.ry: Exredor Doors aubCat.g.ry: sld§rg Exterio OW Assemblies C.mplianca Method: Certification, Men, or Listing Soo #. Pratluct rAodel, Numb.r.1 N— a. 'T . dL111.rge R9ssle Impact) i=l$ 028 No. Yes Yes, N/A. 1T13112626 No Yes Yes NTA IM112026 No Yes Yes WA 12f5t207,6 No Yes Yea NIA.. 12/312026 I+to Yes Yes NfA. t21312026 NO Yes 'Yes NIA- 1=112026 Ne Yes Yes NJA 17131I2026 t7D Yes Yes NIA- IVZ12026 No. Yes Yes MrA. 1213/T2026 N. :Yes Yes MIA 12131202E Nb Yes Yea Milk 12731/2026 No Yes Yes NIA 17r512026: No Yes - Yes N/A.; i- 1WV2026 No Yes Yes NIA. Florida Department of Business & Professional Regulation reg.1 at Building Codes and Standards iew2l Product Approval Application Detail Why or - Date... we: - pate Parltitno QWQ.' Contact.. Entin.ara,Udsnm Valydzhigliga Va1,�11 rtea, subsaitied: FaC Approval AodroyOd Si Jens Rososbski Miami -Dade BCCO-CER Miami ©ado BCC.) VAL 11MV2020 102612020 1124a2020 Amb"ed (941) 486 0100 'Ili t 315 2390 jrasawskifpgtmdustmes-e am Product Description 4Aoyi 5ading;F4lass Door Yes Yes Yes NIA: March 6, 2023 PFOX 0 D" U L40;`T A P P RO VW A, AV-SL SPECIFICATION SHEET (2023) As required ► Florida Statute 553.842 and Florida AdministrativeCode9B-72, please l o-ii�'! and numbers .. building components, listed below they wil I be utilized on the construction project for Which, you applying for a Category/Subcategory Manufat _ _a, t- *f ova s r=r(s) Test Pressures V r, *, - a y lb ` Classic andSmooth—Star,>, '.. Ili: M Smooth -Star ':. : 1 Fiber-Classiciy R J.#: r�ri �I [:i[i •7r Ik.: iIf y� rt' 0 ■ I� Pella Corporation _y „Era: Wayne-Dalton Series 8000181 ■y #1105 a 7t& y; f 'R PI r,,'.- Wayne -Dalton Series !. 4 Q.. PL • itr ■ E v i 6 e, 4. # is .- s+E i�. • : '... !I Curries ! ::11i�1�iIIII ! .. ! :. Ili • w::..:�.', �� Kamm !A. SINGLE HUNG MI Windows, and Doom Series 185 Corporation Series 1, 7-- "Pella 1-Pefla TO Series J II HORIZONTAL SLIDER 'MI Windows and Doors Series 188 r Pella Corporation 0 .. : ...; 4. „,rat ;"'1 MONS i j d ;Pella Corporation 10 Series Flan 0 Fixed t r MI Windowsand Doors Series .'James 3. PANEL WALL Hardie Building Prod. NMI W M Ig Solid and s: Vent�. yl at p i 1 I - ..:.. Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit +54,2/-54�2 p A-.- ASPHALT SHINGLES 3 Tab, Dimensional B. UNDERLAYMENTS 1Ik (for Shingle aF .Felt U adayment "s.., of ..ss a Inc. TileRoot : ice O '. MAX rip VENTILATORS ROOF O 'Thompson ::. _ a y.rt h Metal RidgeVents, 1 ': L - : L : i, , PJ : 1 FloridaMetal ij , Inc.. : y ,iF. META LROOF---- l Drexel Metals, Inc. O 20DS, DIVIC 5V 12/31/2025 i ill '� ' 4 PANELS Protection ® al a ,y Products oM _ f: o . 0es 1 I R I s ria � r § n r'..: i Glass 1. American _ r. Panels GalvanizedSteel I l -COMPONENTS is : 7�a a•.. �!CONNECTORS/ A.WOOD - -: ANCHORS o :B. TRUSS PLATES Plates ,M FL1999.1 I P MiTek Industries, Inc. VMM- !F-7 Cast -Crete Corp. High Strength Concrete Lintels, ,�, ,• e,.:: ,M�.: _ ",E ell 4 ": : a -rength Concrete The products listed below did not demonstrate product approval at plan review., 1 understand that at the of inspection of these products, following information on must b available to this inspector on the obsite£ 1copyof the product approval, Florida Department of Business & Professional Regulation page I of Building Codes and Standards 1l2521i22 Product Approval Application Detail Code -.. T. En.bro _. .. _. .. , ... Date,+...�. Owns Data, etiadina Date. -.... Type Version Manufacture Contact Engineer &License Validated Validated 8uq " d F9G Approval Apmved Scat"Is_. Revision- 2020 Therms Tru Corporatron Steve Jasperson LyndonF Schmidt, PE. Ryan) King. P.E.07012020 07f122r120 0712912020' 1011312020 Approved! Category: Exterior Door. (800) 843 7028. PE-43409 (813) 75743556 SubCestegoty: Swinging Exterior Door Assemblies sjosperson@thermatru.co Compliance Wheel: Evaluation Report from a In Florida Registered Archtect or a Licensed Florida LN1047fl Professional Engineer ); R$-PtcdaGTs ', .. - - Qualltv:Assuranae Aprmvedtr Use Adorovedroruse Impact.: iestan Sed JE Product Model: Num bar or Name' Product Damrl pion Contrack Expiratino Date in HVH2 Outside: HVH2. Resistant. Pressure. 1 a. Therma-Tru Fiber Classic and Smooth,Star Nominal 68M9 a &quot Impact&quot Opaque 1213V2022 Composite Edge Fiberglass Single Door Yes Yes Yes NIA 2 bi Therms-Tni Fiber-Classo and Smooth -Star (InsNAng)DtiI_ ng; X Configuration) Nominal O&#39B &quotimpact&quot, Opaqus 12012022 1 Composite Edge Fiberglass, single Doorvuth Yes, Yes. Yee. NIA 3 c: Therms-Tru Fiber -Classic -and Smooth -Star " 5dellkets) (Inswnn9/Qutsveng XO, OX orOXO: conflg urations) Nomina16& S" Squot Impact&quot Opaque 12t31 f2022. Composite Edge Fiberglass Double Door with or Yes Yes' Yes WA 4 q,'Therma.TnI 9ber-Classic, and Smooth•Star ithout Sidalltes (Invw ing)Outsving, XXor OXX0 cc nfigurahtlnS) Nominal8&u39O&quoklmP2ct&quot opaque 1213112022: Composite Edge Fiberglass Single Door Yes, Yes Yes WA. 5 e: Th.—.Tru Fibar-Classicsod Smooth -Star ' (Insrungfoufswing, X oonfiguratlon) Nominal 8&#39,0&-qu6timpegt&q.#Opaque 12)31)2fi22 Composite Edge Fiberglass Single Doarwith - Yes. - Yes: Yes NTA a f. Therma-Tru Fiber -Classic and Smooth -Star Sidelita(s) (lnsuwngI0utaw ng; XO, OX or OX0 conflg urations) " Nominal 81439 08,qubt;imp l %.Ot. Opaque. 12r312022 Comp.she Edge Fberglass Double Dcor with or Yes. Yes. Yes, NIA 7 .g."Therma-Tru FibenClasslcland Smoath-Star without Side)des (111svwng/Outawing XX or O)CO configurahadsj NOmmal 6&i139,8 &qurltimpact&gU6L, GJuFMI 12I3112022 ComposlteEdge Fiberglass Single Door Yes:' Yes: Yes - NfA - 8 h:Therma Tru Fiber —Classic, and Smooth -Star nsm ! swan -Xov fi on Out n uratl n9 9 9 Nominal8&#398 uoti sat u Gaze 31f202 m & Glued f2t 2 Sq p q Dc Composite Edge fiDo Fiberglass Single oroMth - Y es Yes Y es f NA g i.T1re!mna-Tru Fiber Classicand Smooth -Star Side(te(s) (Inswingf0utsWng, XO, OXor OXO configurations) Nominal8&#39,8 &qua Impact&quot, Glazed imi/2022. Composite Edge Fiberglass Double Door With or Yes 'Yes 'Yes NfA 10 jrTherma-Tru: Fiber Classic and Smooth Star wthout Sdelites (mspvngFOutaiaing XX ur OKXQ aonfiguratione) Nominal8&4%9,0 Ile -it, Impact&pool Glazed 12I3.10322 Composite Edge Fiberglass Single Door Yes Yes. `Yes NfA' II kTharma.Tru Fiber-Claaeio and Smooth -Star (I nsNangFOut ing; X ccnfigwration) Nominal8&#390&quotlmpaat&boor Glazed 12r31'=2,2 Composite Edge Fiberglass Single Door+�Ath - Yes:. - Yes. Yes. NIA 12 I.Therms-Tru Fiber,01ssic and Smooth -Star Sdelre(s)(Insvwngl0utswing XO, OXor OXO: aanfigurabons) Nominal8&#39,U aquo0mpact&quol. Glued 17131f2022 Composite Edge Fiberglass Double Doorwlth or 'Yas Yes Yes NIA 1s rr: Therms-Tru: Finer-Classlaand Smooth -Star Without Sidelites(InawinglOutewng XX or CUX70 configurations) Nominal6&ti89,5 &gLlot,lmpad&boot Opaque 1213M12]22; Composite Edge Fiberglass Slagle Door uAtti - Sldelite(e " Yes. - Yes Yes NIA 14 n:-Therms Tru Fiber Classle and Smooth -Star' &quokNory-Irnpap&guot (Iflawngl0utpwng;XO OXor OXOconligaratlons). Nominal 6&#391, &qubtimpadt&quad; Opaque 12r31f2022 Composite Ede Fiberglass Double Door pas g rg u fQ 4 with Sidehtes Yes" 'Yes Yes NIA 1'5 0::Therma-Tru Fiber-Classic:snd Smooth -Stare "Non-lmpad&quot (InsWndfOutsW ng;' OXXO Configuration) Nominal 8&#39,o&quotlmpect&quot, Opaque IM112022 Composite Edge Fiberglass Single Door Wth 9ideIKe(s) Yes Yes Yes NIA: 1.0 - F. Therma-Tru Fiber.Classic and Smooth -Star, &quol;Non Impad&quot (1 nswmgf0utsw ng; XO, OX or OXO conflg urations). Nominal B&rCd9;I) & Uu clmps boot Opaque 1213112022. Gompo site'Edge Fiberglass DOUble Door with "Non-Impact" 5delibes(i Yes Yes- - Yes N16 17. q: Therma Tru Ftbar Classic and Smooth -Star newng/Outswi q; OXXO ooniiguratfon) Nominal8&31388&quok;Nan-Impack&quot. Opaque. 12JSIM22 Composita Edge Fiberglass Single Door Yes Yes. No NIA le r; Therma Tru Fiber Classic and Smooth-9mr - (InsWirWOutswing; Xgonfguratcri) Nominal8'8 &quot Non Impact&quota Opaque; 1213112022 Composite Edge Fiberglass Single Door vAth 'Yes Yes: No NIA 19 a; Tharma-Tru.Fiber-Classc and Smooth -Star Sldelte(s) (IhsMngl0",Ong XO„ OX or OXO configurations) Nominal 6&#39 8&quot Mond mpact" Opaque 1213112022 Composite Edge Fiberglass Double Door Wth or Yes Yes No NfA 20 t,'Thanna-Tru:Fiber-Classic slid Smooth 3lar Without Eden" jlnsw11ng10utsoAng, XXor OXXO gorttig uraiidna) 1o1omai1& 40&quotNonl mpact&quot Opaque. 1210112022 Composite Edge FI erg so Single Door Yes Yes No NSA 21 u. Therma-Tru Fiber Classic and Smooth -Star (Insv`nmg/Outsvong; X cpnfiguraiion).. ominal8&#f 9 D uof ' n Im act& - ' ue' 2I31!2 22 N &q No p boot 0paq 1 0 ComposdeF�ge Fiberglas Single Doarwith - Yes Y Yes e N o I NIA 22 Y.Therma-Tru' Fiber Classic and Smooth -Star Sidelke(s) (InswirlglOutswing XO, OX or OXO confdurations) Nominal 3039;0"Ndn-Impad&quota Opaque; 1213112022:. Composite:Edge Fiberglass Double Door With or Yes Yes No: NIA.. 23. - w. Therma-Tru Fiber -Classic -and Smooth -Star without Sidelites Inswm fOutswm X(or OXXO: g g. Configumvons) Nominal8&#398 &quobNon ImpadN,quot; Glazed 12I3112022 Composite Edge Fiberglass Single Door; Yes Yes- No NIA• 24 -z:Therma-Tru:Fibar-Classid and Smooth Star (Inawingfoutewirlg X-ofiguration) Nominal8&N39.,8RquotNon-Impaci8iquot; Glazed IV3112022- Gemppoelta'Edge Fiberglass Single Door !in Yes Yes: No NIA: 25 Y.Therma-Tru Fiber Classicand Smooth,Star a'"'idalits(a)(InsWng/0ut.,ANg XO, O)(or:OXO confgurations) Nominal 6&439,8&quotNorl-impact&boot; Glazed 121al=22 Composite Edge Fiberglass Double Door:vhth or Yes Yes No 'NfA' 26. Z.Therma-Tm Fiber-Clasgoand Smooth -Star Without Sidelites (InswingtOutoving, XX or OXXO configurations) Nominal 8&f139,0&quopNonlmpaet&quog Glazed 12131f2022 Composite:Edge Fiberglass Single Door Yes, Yes No. NIA, 27 za. Therma-Tnu FiberClsssic and Smooth -Star: (InswriglOutswing. X-ritiguration). Nommal.840390 &quotNon impact" Glazed 1213112022 Composite Edge Fiberglass S ngle Door with Yas Yes. No - NIA 2a a6:Therma-Tru Flier Classicand SmoothStar Sidelite(s)(Inswnngl0utswing XO OX or OXO configurations)- Nominal 8&#39,0Squot,f+inn-lmpac18quot; Glazed 1213172022 Yes Yes- No NIA Code TT g Version 'Manufacturer Revision 2020 MI Windowe and DDOIS. Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies Compliance Method: Evaluation Paean t'om &'. Florida Rag shared Architect bra Ulimsed Fldide Prafe noel Engineer PL., 5s5+.R6 aL acts, 80" ,Product Model. Number or Name 1 SERIEs 420ALOMINU11 SG 2 SERIE5420ALUMINUMSGD 3 SERIES 420ALUMINUM SGO REINFORCED. 4' 11RIE8120AIUMINU 3GD REINFORCED 5 SERIES 420ALUMINUM SGO REINFORCED. Florida Department of Business & Professional Regulation Building Codes and Standards Produ tApproval'Application:Detail. page 1 of 2 1 Aiaw Entity br Date Mgt Pending we Came& Endnax&Liwnse V.11darada,r validated Submitted FadApgroyat A ... ved status BretltShlinger Luis RDbetta Lamas Steven M. Unon, PE ItIM612020 ''10f0612020 101192020 12n52020 Appr-d 1717E 365--3300 PE02514 'f717)317-8454' hsRl ngacQM,#d-a QuallnAsauranod ApproVedfor Use Accro-1for Use Impact ve.1011 Product:6-ridNon In HVHZ Outside HVHZ Reslstad .Pressure SERIES 420 ALUMINUM SOD OXO JV312024 No Yes No NiA 1453146,quotx80&quot: NON -REINFORCED SERIE5420 ALUMNUM SGD X. O XX O X . 12f31202a N o Y as T•k NIA 96&q uct;8 0&"4 uotNON-REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXQ, 12+31f2024 :No Yes No. NIA. 14 w4&qugt:as&boob SERIES 420 ALUMINUM SGD REINFORCED OX: 1 1 024 213. C2 No.- Y e9 No NIA- X01 XX 96&quaix96&boot SERIES 420 ALUMINUM SOD REINFORCED XXX 12 W024 No Yes No: NfA 143&quoLz9S8oud; . Florida Depalment of Business & Professional Regulation P.ge-1 or Bui ldi ng Codes and Standa rds It92021 Product Approval Application Detail Cggg .. Entity or y _ ,We - Data Data Faggingti> on - e Version Type Manufacturer Contact Enalnaer&LicensValidated By Validated �h mineE FBCA=mvat AU(QdSulu- Revision 2020 Wyns-Dallon,a division of Cvemead Door Diiayne Koniish Jahn E. Scat" 10myP Arneson FE 1V1212020 D9M!320 102312020 12/16121320 Apprq+ed Corporation (330)763-8121 PE-51737 (904)821,5200( - Category- exterior Doors dkomrsh@,,wayne-dallat.c - SubCeteaeryd Sectional Exterior Doer Assemblies oor Compliance Blamed: Evaluation Report from a'' FloddaReglsteredArehitc t or a Licensed Florida professional Engineer OualfM A. -ran, A atavad for Use Aaor—cifor U,1s Impact pgp gn situ# Product Modal. Number Product Number��e. Product 0eDe rlt4!_IlatloLi C6mract�sXMI Care onpll l-ationC s42.e In HVHZ outsideHYHZ Resistant Praaactim 33 800t81 OCV820p'k1105 9039 Max WW 14059 Max height, Gteziog iV31=a No Yea Yes '314063500 available Ind pbrintar ing sedton 1 8 A0/814Q 820p 112: lieai Mak',ndth. l4dp39 Ma height Glazing: 12111=13, NO Yes Yes: +3 0Qa33.M available in top or interediate Seddon. 11 8000/8190l8204:#1124 1G&#35-Max width. 14843e Max height Glazing . 1213f2D23 No Yes Yes 134401-J8:30 available In top or Intermediate sedica. Florida Department of Business & Professional Regulation Pagel aft Building Codes and Staindards 115r2021' Product Approval. Application Detail _de Entity 046 .n . Dal 0. Date Ponding gdrg.. 719.:. Version Manufacturer Contact Engineer&U... as Validated ft Validated Submitted FBC Ac.—I Aoorayed Status. Revision 2020, TC`arries Di9is1m'gfAADQ. Inc. Tom Rattay- AIL LUC' Troy Bishop. P-E, 1211N1020 1211112020 imilr02o Approved, Category: Exterior Doors 16411494-2813: (954)5470860 SubCategory: Exterior Door Components tam shay@easeaplpv-ea Compllance'Method: COtdkation Mark or LetmQ m Qirelltr. Assurance Aparo dfor Use Apor.ved for Use � moo I ct D sl n �� Protl ct Motlel Number or Name Product De rrotign Cbnhact 'n outside HVN2 Resistant s re 1 amp 84TSing Is and Pairs of Gi..Gpand Louvered-e ingli: and pairs 12132025nDate 12025 Yes Yes Yes Yes. NIA DDO,701!27747,T57777 holiotr Metal Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of2 151.021 code Ems.-ur.. Data Date Data Passing oar. Tvoe. Version irlanufaotbrer contact :Enatneer&1-icerrse: Varidated av Validated Submitted FBCAonr.val roved Status, R.vtslon 2g2o MI Wlndsaisand Doors Brentsillinger: Arnencan Architectural Stew M Ulm PE il/17I2020 4111=20 11127Y2020 Apprwad gateUoly: VVIr Yls: t71713653500 lulenufecturars A;6Wiahan (717)317-0454: - Susd.teg.W. So& Hung :ha tl nger�mpkd.com CompllaAeaMethod: Ceriitcatlon Mast X Listing QuAi Assurance. AMI-ited for Use Aedrbved for Us,. Impact, 2L-9= §SL Produtt MaAal: Number or. -Name Product Deserlptlon contract Expiration Date In HVHZ Outside HVHZ' Resistant. Pressure: 2 185 SH 52x72 FInlFlange Frame IOJSG Single Hung 10108/2023 No Yes No 4601,60: Laminated :Glass N N V/ U N Q� C O O .L O O cl O W = O 0 MCn U— O c O L -0 .= ''�^^ v/ a- Q Z Z W J '. rl7 � C c6 G..3 CO cc ® i !!b CN +y csa ax W >m i c 8G � u ^awe E ^�J W^, W Cz co tO i O s'� U O ��1 L— W U m Q 0— H O L CU W W Z Z a J SHEET NO. PA 1.0. •4--a N Cn (10 (1)M Florida Department of Business & Professional Regulation Pages of 9 Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation P.R.1 art Florida Department of Business & Professional Regulation Pagel of2 V Building Codes and Standards 1252Dz2 Bullding Codes and Standards ir312021 Building Codes and Standards OW121 Building Codes and Standards 1Pa+2021 nn 11 -r--a O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L L C ^\ a1 1, s Pr r.._ . _ _- _ _ yyyy L;72 1R _._ .. _. _ _ , ' �,. � "it.•._�`Yx"'v- uHWa. c3^' " `fie`. _ ,... _.:. _. ... ., :::. F. v a , _.,... _x.., -.fix ,. Ili e. J/' 1t� - ..., -.. -... _._... ,.. - c .: .. ... _. .. CedC.. ..< -:.. __.. as�'.. .-, n.�.'Rtzi. nE titer _ ., c'� .,�o.,. .�. nwA-��a�` Date Pendlna .. . ,-.....i£�, ,,...C, .- ,... ._- u :. .r ... - ,,. -. ,. W,. .�„x.��m'"��5b.+�'-'��e��n�,'",r^..S.w.'.&'S ._ - _. c. ,. r' _. ,:. -.. -, .., ,x, t .,- F:h.��,G's-. .. �a'24�,.,x.. ...>'�w`SP:Y.W +�,.�:: ..,,. ,,. : _ � � i p tr1 , .., n,:.,...u_ 9.,.r v.="iw �-'-:amw". a. n..ea,.G.nn.n,ei- _.e c. tPe,. x..d.Jn. ,.,. -IL A. '.e. _... $� .. aTaK.-� Y�'H',nFYc.'.^ -. -. .. _ ___ _. _� ..,-�. n ..-cr , ,., ,' - =_ CU T e Yersr Version Manufacturer Co Engineer Validated Correct g bmit r Submitted PBC Aporaval Validated AODfave ,prow o status �=F+LL4LL gets Da" Dane Pdndirio D� Cod. 11 o Date 0_te Date Pell Dare Coda Tv Va=lon Manufacturer Entity qr Contact Emme.r&Licansa Validated Be Date Date Date pending Date V ,al'datad Submitted FBC Aoaroval Aoorovad Status •� a) (11, _iR� Revision 2020 Thermo-Tru Corporation Lyndon Ryan7.7-65P.E. 1070712027 09/182021 10/132021 12115f2021 Approved TYDe Version Manufacturer contact Eialneer lS License VallOgied By Validated Submitted FEC Approval Approved status version Manufacturer ,7yga �jpL. Conrad d Enolnacr& Licansa Validated Rv I Sub ya taatgy r�*i ap FBC Approval A _EP3� Status �.U£ }r W �/1 U M U) Category: Exterior Doors g CaDO) 3-762on phmidi,PE (8D0 643-7628 PE-43409 613 767-6555 ) ( ) Afflnnation 2D20 PGT IndusMes Jens R-ospxsli Miami -Dade BCCO -CER Miami -Dade BCGO -VAL 11N52020 itA75/2020 11M 1I2020 Aoorovad Revision 2020 MI Wlndays and Doors Brent Sittnger American Nch ltec(uml Steven M. Urich, PE lorosr3oap 1010fi2620 70n9l1 o20 Appr odd Revision 2020 MlWildaysendopera Category: Windows ersm3llllinger AmericanArchilectural SirvenM.Urich,PE (T17)365-3300 Manufacturers Association (?17)317-8454 1112212020 i1122f2020 11Q8a2C20 Appro.2d rA Swinging Eatenw Door Assemblies sjaspersort(�thennairu.co"Category: Category Wind- (94.1)485-0100 (78G)315-25K Category: Wind.- sUbCategory: Ha'120ntal Siid@r (717)365.3300 Manufacturers Association j717)317-8454 bslllingargmintd.can Fixed bsahnge d rime, .coin Al I1 V Compliance Compliance Method: Evaluation Reportfroma m BubCet gorySingle Hung lon Mark IfospwsNl@pgllndUslnes;p. .m Compliance Method: CertllleaUon Mark or Listing C-pliance Methed, C llification Mad, or Listing VJ � Florida Registered Architect or a Licensed Florida Compliance Method: Corti e, Listing - 0 = O Professional Engineer F L#Z3S-R2e Pre4go: Fun 535t-R6 Products' FLei5349-Rio Products - L (7) W FL#20461-R?Product5 Quality. Assurance Aoorovad for Us. Aoorovad for Use impact Gaston Quallity Assurance Approved for Use Approved for Use Impact Daa1911 Sea* Product Model, Number Name ouagty Assurance Product Description Contract 99plratlon Dare Aoorovad for Uae Anuroved for Use Impact ppg(gg In VH Outside HVHZ.Resistant Pressure. O Q C O Quality Assurance Approved for Ilse Approved for Use Ion c Des' n Sea# Product Model Number or Name Rodud eesenptlon Comsat E.almibn Date In HVHZ Outside HVHZ Resistant Pressure star _u Product Model. rvumher or Name Product Desolation Contract Exorralian Date in HVHZ D.Nica HVHZ Resistant Pressure or I 185 PW 73 72 Insulated Glass 04/03QO231 -L'' No Yes No. %60/-6C O Seo# Product Model, Number or Name Product Description Contract Expiration Date in HVHZ .Outside HVHZ Resistant Pressure 2 SHEs00 (Large .Missile lmped) Vinyf Single Hung Wind., 0713p2025 vas yes Yes NLA t His W Fin and Plane. Fla- 73x821nsulatsd Glass 02/162024 No Yes No •55f-55 x cia 1 a. Therma-Tru FiberOlasso and Smooth -Star Nominal 6&#31d 8 &quotNon lmpaol&quoti Opaque 1213112022 Composite Edge Fiberglass Single Door No Yes No NIA O O ` (Inswngrootevnng; X configuration) N O 2 b. Therrna-Trip Fiber-Classk, and Smooth -Star Nominal 68#3g;t3 &quotNon Impact&quot Opaque 12Y3112022 No Yes No WA N /�/tt� L_ Composite Edge Fiberglass Single Door with t✓ 0_ Sdelite(sj (InswralOutswng XO OX 0r OXO _ (n (�'� (2�P�) O `e nfigurall... ) Yes No NIA & 1. V �� "r"'a 3 a Thermi Fiber Clitssib and Smooth -Star Nominal6&#39:8 &quogNpn-Impad&quot Opaque 12131/2022 Fiberglass Composite Edge Double Door Wth oil N. without Sidelites (lnswingl0utswing: XXor O)= configurations) 4 d. Thermal Fiber-Classicand Smooth -Star Nominal 78si &quot.Non-tmp.aAquot Opaque 1=112022 No Yes No NIA Composite Edge .Fiberglass Single Door (tra vying/Outswnng i X configuration) 5 a Therma-Tru Fiber -Classic and Smooth -Star Nominal 7i'0&quotNen-Impact" Opaque f213112022 No Yes No NIA. Composite Edge Fiberglass Single' Door with Sideliti Qma,mng1Qu1S An91 XO. OX or OXO 6 1. Thelma-Tru Fiber classic and Smooth -Star donhinal ti.ms8&#G Nominal 68#3S 0$quot;Non-ImpaOtdquot; opaque 12ra11zD22 No Yes No NlA. Florida Department of Business & Profeessional Regulation g tlon Page 1 or1 pa g Florida Department of Business & Professional Regulation P 1.»f1 aye Florida Department of Business & Professional Regulation pa g Pa ei psi g 0! Composite Edge Fiberglass Single Door Building Codes and Standards /11112021 Building Codes and Standards 115=21 Building Codes and Standards IWO21 (Insing/Outswing, Xconfiguration) 7 p, Tharma-Tru Fiber -Classic and Smooth -Sias Nominal 8'0&gwpLNpn-Impad" Opaque 12I31I2022 Composite Edge Fiberglass Single Door wribi No Yes No N/A Product Approval Application Detail pp - PfOtlUCt Approval Application Detail pp pp Product Approval Application Detail pp pp Sidelae(s) (I nswinglOutev ing XO, OX or OXO F #2d34a24 ,„... - _..._ _ _ - - i _ : :.:. - ,µ , ...- ... -at` r ,,,,.a.. r, .... ^ � -. , - k �a _. ... .,., .. _ _... ._. ... _ _..__.,,:,;. -. � ,,,rr k •s .. ,. .,...,,, ' .. -.. , .. .. � ,,. S .. _ ._. :-�rws.. . � - �_.r �, s��s:k�" ._. .- : A, .. , tt ..... r< _. .,_.,..,..r . ... _ .. ...-,a: , - a .. ... , � _ _ a". ..,�a._,...*s,..,� w,:... 7 � t WAVIW�: ,�' c ass ��a,`�+.�e � „c _,-,,&..- _" _:. *>e ,._•,__�- , ems._- _�*,� _.. �___,..... _._._- __- w _. - .. ... ..... - - configurations)- 1" No. Yes o 8 her 'rru Fiber -Classic andSmooth-Star Nominal 8&#390& not Non Ion act& not Opaque 2131l2022 N NA h T ma� , q p q Pa9 Composite Edge Fiberglass Double D.o, Wth or Coda 6rrri or Get Data Pendino [lotto CS,q Enti[v or p�tk Pam Data Pontlina )�tg Cgge Entity or Gam. g ,gpta Date Pattern, (g 4 without Sldelltes {lnswinglOut-v its: XX or OXXO Tea Version Manufacturer Cordact Enalneer&License Validated By Validated Submitted FBC Anomval Approved Status 1yge y Manufacturer Contract Erinear& License Validated It, YaGdared Sub='coed FBC Approval A_oror e, Stazus TV DO version Manufacturer Contact €r l...r&Llrense Validated By Validated He Fac Approval ry Riala 9 i-Tharma-Tru. Fiber -Classic and Smooth -Star configurations) t&qud; Glazed 12l3112022 Na Yea No. WA Affumation 2020 PGTm wskl I41ami-Dade BCCO-CE Mhmi-Oade BCCO-VAL Jens Rosa R 'i 2D20 ii 52020 1 rU5 N 1M12020 1 / rated Approved Revision 2020 Ml Wind -rind Do:oes Brant Sitllner Luis R Lomas, PE Steven M. Lll PE 9 I NOJ2020 1 /062D20 0 10/102020 12/152020 wed Approved Affirmation 2020 PGT Industries Jens Ros ill Miami -Dada SiCER Miami -Dade Ill I11052020 11AD512020 1111112020 roved Approved Composite Edge Fiberglass Composite Edge Fiberglass Single Door . Wn category: Winpows.. (941)486-0100. (786)3152590 Category: Wndo�•,s. (717)365-3300.. PE-62514 171 r1, 317-8454: Category: Wntlmi�s. (841)486-010u (780)319.-2590 artswing(Dutswing, X configuration) Subcategory: Fixed Irosarlskl@pgfirdustdeso Subcategory: Muliicns. bslttingerarmwd.dom Subcategory: Mull- jobs-01(gp90ndustaesc 10 ). Therma-Tru Fiber-Classicand Smooth -Star Nominal 6&#39,8&quotNon-Impact&quot Glazed 12/31/2022 Composite Edge Fiberglass Single Door mom No Yes No: NIA Compliance Method: Certftcaion Mark or Listing om Compliance Modred. Evaluation Report from a Florida Registered Architect or a Licensed Florida Compdanca Named: Cerbflca9on Mark n Lisling am Sfdalhe(s)(I osvArglOutswiing; XO, OX or OXO FLA243.R24 Products Prof sianalEgineer - FL#251-R73 Products 11 - - - k Tharma Tru Fber Classb and Smooh Star configurations) Nominal Glazed 12l3112022 No Y as N v N! A fE PW-532 M d I N Name Quality Assurance Description C omrantExp on Date PrrA Annrovedfor Use Approved for Use 'n 14VH Dutslde HVHZ tmoact Re ' t G ,n Pressure � FUM5353,R5 Produele - - - - - - seek Product Model. Number or Name Quality 0.ssurante Product eescr1Qtlon Conrad Expiration Dale Aoorovad for Us, Aoorovad for Use tmoact De_ In H Outside HVHZ Resistant: al su e Double Composite Edge Fiberglass twong: DX or O or Fiberglass Door without Sldelite5(Inswing/OLrfsNeing;.XX or OXXO PW-5520. Largo Mrsslle lmpac(j 3 tin ,2 Vnyf Fixed Wndo.v 041SD12025 Fil _ Yos Yes _grstan Ves NIA Oual'ty Assurance Anorovaaior Uss Annravotl far Us! Impact $ern 1 Mulleins for: All Doors an ItWindwrg Aluminum Mullions, D5r262025 Yes Yes Yes MIA configurations) S-4 Product Model. Numperor Narne Product Description Conlract Fxomat on Dale i,, HVHZ outside HVHZ Resistant Pressure N/A 12 L Therma-Tru Fiber -Classic and Smooth -Ste r Nominal 7'0&quotallon-Impact" Glazed 12131/2022 No Yes No NIA 2 57s4 Vertical Nurninum Mullion 1213i2o2a No Yes Yes Composite Edge Fiberglass Sing la Door (InswrintOulswri Xconfiguration) 13 m. Therma-Tru Fiber-Classio land Smooth -Star Nominal 78sl D"Non-Impact&quxd; Giazad 1Z3U2022 No Yes No NIA Composite Edge Fiberglass Single Door with Sidelite(s) QnswrSIOutswng; XO; OX or OXO configurations) 14 I. Therma-Tru Fiber -Classic and Smooth -.Star Nominal 8'0 "Ncn-Impact&quot Glazed 12/31/2022 No Yes No NIA Composite Edge Fiberglass Single Door (Ins ingfOutswing; X configuration) 15 o. Thermal Fiber Classicand Smooth -Star Nominal 88#390&quotNon Impact&qui Glazed 12131/2022 No Yes No NIA:. Composite Edge Fiberglass Single Door with Sidligurs) (Insmiggloutswring; XO. OX or OXO Florida Department of Business & Professional Regulation Page I VI Fonda Department of Business & Professional Regulation Page2br2 Florida Department of Business & Professional Regulation Page 3a4 16 p. Therma•Tm Fiber•Classfc antl.Smooth•Star configurations) Nominate'08quot;Non•ImpacF&giJot G{azetl 7213112022 No Yes No WA Building Codes and Standards iBrz021 Building Codes and Standards 1pf92021 Building Codes and Standards 3+612023 Composite Edge: Fiberglass Double Door with or without Sidehtes(InswinglOutswing; XXor OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W configurations) 17 q. Thermal Fiber -Classic and Smooth -Stet Nominal 6c8 &quotNon-Impact&quvti Opaque 12131/2022 No Yes No NIA .'. - 7 .1- .-. -.. ..:_. _, �.,�°`.._... - ,, .,:.:. ... # 2 I _ I. ,.11 - _, .1-1 w ,�` -1 � , Composite Edge Fiberglass .Door with p 9 nJ 9 Transom(Insw,nglOutsv✓,ng; Olx configuration) .;:, Y'�t � -';�"sc-.; ,. -.. - - -. - -. - 18 f. Therma-Tru Fiber-Classicand Srrxsoth-Star Nominal 6M9;8&quokNon-Impact&quota Opaque 121$112022 No Yes No NIA code itor Dot. Data Dale Pending Dada Code Rtl of Datg to Date pending � � Write a ode_ ate Di P-din, 22i D pasha Edge Rif -glass Single Door vAthved Sdelite s and Transom Insv fOutsvnn OfXO_ () ( n9 g OIOX or 0IOX0 tenflg UnationsJ Type Version Manufacturer Revision 2020 James Hardie. Building PrOdUdlS: Inc. Ciomapt Enoineer& License vauaalpa Bes Chad Dlercks V. Andrew Tan John Southard, P.E. Vandatea Su...bmiHetl 01105/2021 12114/2020 FBCApvroval 01N62021 Aoor Status ding FBG Appn TS'E$ Version Manufacturer Revision 2020 Ali contact sneer ear & Licansa Validated fa, plan Lyndon F. Schmidt; P.E. Ryan J, King; P.E Nick Than L Validated Suhrriittad 07I15R021 p2f15(2021 FBC Annuli 02222021 Apprgye4 04f13r2021 Status Approved Toe Version Kilimulereat er ReNsion 2020 GAF Gahtaal Enoineer& License Validated By MICA aeI S6eh Robert PLeminan JchnW, KneZeVlch, PE 1 p Submitted FBC Aooli Approved ilklus 12/192022 12/1?2022 12202022 02f07/20Z3 d Apprae Category: Panel Wells (Wili 546-8359 PE-01662-i352)367-2526 Category: Panel Walk f330)922-2359 PE43409 rii 76?-lism Gategory, Roofing (800)76fi3411 PE-59166 f954)7728224 19 s'Themrsi Fiber -Classic and Smooth -Star Nominal 6'8"Non-Impact" Opaque 12181/2022 Composite Edge: Fiberglass Single Door with No Yes No NIA Subcategory: Siding ched.disrcke03jer eshardi subcaiegary. Soffits nthanp l-fiaiside.com Sd Category Asphal shingles mstieh@gaf.com mi Side,lite.(s) 0-mngto.1swng_ XO, OX or OXO compliance. Method: Evaluation Report from a e.com compiler -Method• Evaluation Report from a Compliance Method: Evaluation Report from Continuous Head and Sill c-flgurations) Florida Registered Architect ore Li-asid Florida Floid.Reglstered Architeetor a U-s id Florida Honda Registered Arvh,lect d a Licensed Florida 20 t Therima-Tru Fiber-Classio and Smooth-5tar Nominal S&9i3ff0&quotallon-Impaet&quat: Opaque 1D31/2022 No Yes No NIA F,.f lons[Enginser Professtonel Engneer P,Of-rill Engineer Composite Edge Fiberglass Single Door with S lelite(s) Qnevor g/Oubawittg; XO, OX or OXO FL#13192-R6 Producks - _ .. FL#f5272-RS Products FL#1 of 24-R33 Products Continuous Head and Sill configurations) _ Quality Assurance Aporovedfri Apparent for Use In' Deter Deal ... Cull Assurance Apeemy'd for Use Abu ... d for Use Impact p� Quallly Assurance Approved for Use Aoprovod for Use Imact ggrn 21 u. Therms -TN Fiber -Classic and Smooth -Star Nominal 6&939;8 &quotNon.ImpacA&quokGlazed IM112M No Yes No NIA Product odei, Number or me seg# uctM er or H NZ Product DescrrdrOn Contract. Expiration Date n V K outside MYHZ Resistant l3�1t Pressure P sS Q San # Product Model NumberorName Product Description Contract Expiration Data p p In HVHZ outside HVHZ Resistant Pressure Se # Product Model, Nnrllber-oor Name Pradud Description Contract Explrellon Data 1 H Outside HVHZ Resistant Pressure !1-.k-� Res aft 1� \\ Composite Edge Fiberglass Single Door with Sidelde(s)(InsWir glOuNwing XO, OX or OXO 1 Cemplenk Lap Siding fib"r ,vr enl lap siding 1213112023 Yes Yes NIA N/A 1 a,&quct2T&quot Soffit. Vent or Sold Vinyl Soffit 12/312023 No Yes No �. NJA _ 1 OAF Asphalt Roal Shingles for use In FBC non-HVHZ Fiberglass heartened 34li laminated, 5-tab and 12/1612025 No Yes NIA NIA .- ContinuousHeadandSillconfigurations) 2 HardlePlank Lap Sidirig Seer.cement lap siding f2`312023 Yes Yes NIA N/A 2 b.&q,t;Ailients T4&gDot Will Vent or Sditl Vinyl Soffit 12131 f2023 No Yes No NJA Jurisdictions hip/ridge asphalt shingles 22 v. Thermol Fiber-Classicand Smooth -Star Nominal S'0&gnat; Non -I mpact$quot Glazed IM112022 No Yes No. NIA 3 c.&qud;Greenbriar Vintage Bendel&iKig: Soffit Vent or sold Vinyl Soffit 12/312023 No Yes No N/A er: . , = Composite Edge Fiberglass Single Door with 4 d. &quot)O5". Soffit Vent ce Sditl Vinyl Soffit 12131QO21 No Yes No MIA R. Sidelite(s) (InsWrglOutsvArki XO, OX or OXO 5 &qud:;Charke D k8xf Pt; Soffit Vent orSd d Vinyl Soffit 121312023- No yes No NIA t �'�- > 23 w, Therma-Tru.Elber-Classic and Smooth -Star Continuous Head. and Sit configuration) Nominal 68#39i8$quot;Nonlmpact&quot Opaque 1213112022 No Yes No NIA 6 f"Saper: Span&qudt; Soffit Vent or solid Soffit 121312029 No Yes No NIA Cwd O >_ _= = Composite Edge Fiberglass Door Panels with Vented t � = S , eiike(s) (I ris)^nriglOutsw'aig;. XX.. X?iX or XXXX - id CD C 3 N configurations) � m X 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&0l agrlot Non-Impa I" Opaque 1213112022 No Yes No NJA C � Com5rdaliitosite Edge Fiberglass Vented Door PanXXXeloor .< � to i9 te() (nevanglOuttsw g; X) � �= p 25 y. Therms Fiber-Cl.ssio and Smonth-Star configurations) Nominal6'8&quotNon-Impact&quot: Glazed 1213112022 No Yes NO WA ¢ - CV J Composte Edge-Fibarg lass Odor pit l with Vented Sidetite(s) (I nswinglOutewing, Xx.XXX or X)X( Florida Department of Business & Professional Regulation page I of I Florda Department of Business & Professional Regulation Pagel oft Florida Department of Business & Professional Regulation Page oft r - = ,� .� c 26 Thera Tru. Fiber -Classic and Smooth -Star onfigurations) Nominal 8&#390"Nonlmpact&gl Glazed 12r3112022 No Yes No Building Codes and Standards mre2osl Building Codes" Standards 102021 Building Codes and 102021 � Il � = .H .. Composite Edge Fiberglass Door Panels with Vented .NIA. 0.'<.''e W ® g C2 +-' Scallte(s) pnswnngtoutswing Xx XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � - configurations) fc `: to ..... .,. .- ._.. _.. .. _._ - :;,: -... -._. :::: - ... _. ;; ._.. ::...: .... ,. ,.,... ...: y- .. v-M ___ �. . ,_�. •. ,_ _ a,.. -.a . <, a ... .,. .. v ., a , .. ,. ,..,. �. -. ,.. .. ,• r - _ ... ,. - . - sr.. - .-.. ��riL�� .x �� . �:� ,� � �a 1d.'t&c7ea• 4 :. �,_ .. .. .: c-.- t h ....... , - ,,..-,-.. , ,,.:.. ,,.- ..-.. '. : s.. ,^,. ,,. � , x , .. , .. ,. _ ,. � tt -. : �,. $ not Glazed 1 11 o Yes o 1 e T i asac and S oath S Nominal 6&#39 8& Nan Ion d zed 213 2022 N N N A 27 za. Th rma ru F ber-G a m �r clot q e e Fiberglass e. Door rth 3$#3,9.0 Composite E F ss I w P .Sin Sidelde s Inswnn l0utsvrin -XO, OX or OXO () ( 9 g, configuratlons) , _ .. ,.-.: ;r, J: - -.. -. ., ,.a ._...,.. - _::. :':: Cue -� - � , ,. -., .::; _'.,... - En i t tv or , . ., ., c ... , _ .. D e to � .2- _..._. , .. Date Pending -.--_ _. ..... Date ::... ,. � ,... � .. � v. .. n. .� 4 ', ... x=s3, .. -_ "�i n.. �.. ._,h..,.., Code _r. -. ,. x� r .per A. , ., 4.. ,, .. ="4^' .t�,r �" E [i_J_Ny_S .- a R�` p�tg Data x a2 Dale Pendinsa _.:c _ ,�: ..r,1.. Dale ._ , . ._ m,... , _ -. k.. 4. - . _.r,$�.<. ._.: 1.a� �. ,A, ... ,. . c a. �,. "$a. ,.. 'J ., al gS.4. z , all. -.. ,. -.. <rm.•aa_,. as .. , .. �. e. k�" Entity or __,..,a- .. �, .. °•+> , , .a. , s a v. Date Pendlnp oat •�" •�A � - -ram .® � - ,v Lv L � !Y •-- 26 zb. Therma-Tru Fiber-Ctassic and Smooth -Star Nominal6'S"Non-lmpe quota Glazed 1213112022 No Yes No N/A Toe Wriabn Manufacturer coined Enprneer A Ueense Validated Ri Validated Submitted FBCAooroval Aoorovad Status T"s. will Manufaetumi Contact Enainaer&Lice., vaid"ay Validated sob=ittaa FaCAnoroval Aporovee status iy�ia version Manufacturer Contact Enolnax&License Validatld av Validated submitted WApproval Approved status _';% N Q Composite Edge Fiberglass Double Door with Revision 2020 TAMKO Bullding. Pipettes LLC Kern Eden Robert Niemlrten John W. Knteevich, PE 10r04/2020 09292020 10A M020 12/1512020 Approved Revision laze L.V. Thompson, Inc. iiba Thompson Architectural Tony Christman Zachary R. Pries Steven M Urich, PE 09//72020 earl Ef2o20 09J222020 1215+2020 Aporo,ed ReNsion 2020 Fields Motel Products Inc. Giant Janes James L Bucker. P.E@ .Steven M. Urich. PE 09/2?72020 OD25+2020 10C42020 121IW2020 Approved C i= 3'OSIdelitas Onswng/Outswing; 0X(0 Category: Roofing (41 7) 674-6544 PE-5916s t954)772-6224 Metals Company iTAMCOj 013)248-3456 PE-74021 717)317.8454 Category: Roofing (904)783-9400 C13UCK Englneenng (71?131?-8454 t2 CD pprtfigUfa{ion) NO Sub Category: Underleyments kem_eden@lemkp.com Category: Roofing lonyggomete eooflng.com BubCalegdry: Rooting Agd s rigs that are an Clark�lflemeo;eom PE-31242 U 29 Zq.:TherITla Tru Fiber -Classic -arid Smooth -Star Compost #39;0 127312Q22 Na Yea WA Method: Report from a EVect Florida SubCategory: Roofing Accessories that are an Integral Padoftha Roollngaysein - Fiberglass Ingle Dquot;Glazed p 9 9 9 SidelCoin osite In e olOu lass Single Door with 3& 39;Q (InswrnglOutsving, XO, OX or OXO eglnce Florida. Registered Prchltect era Licensed FloridaIn[egrai Architect or. Part of the Rasing System Evaluetlen C mplrande Method: Evelual m Raped froma FI dda Registered Architect Licensed Flonda G u- aorm uratians configurations) a ) Profess anal Engineer Compliance Method: Report Soon a FlorrdaReglsteretl Architect era Lcensetl Florida or a Profess anal Engineer 30 zit. Tharma-Tru Fiber -Classic and Smooth -Star Comm Jot Glazed 12l3112022 No Yes No NIA Profeeaienel Engineer Do Composite EdgeFberglass Double Door with site Edge Fiberglass Double F1.ik12329R9 Products _. .. FLm15ag-R2Prdaucts 3ii#K39;0 Sidelines (In54Ang1Outswing; OXXO - OualN Assurance :ADprovad for Use Annrovatl far Us, Impact le pesron Ll1 4 F a gi Prtl uets - 31 ze.. Themrra-Tru.Fiber-Classic and Smooth-Staf ni uration f g ) Nominal 7&#39'0& uet'Non-1m et& uot: Shaker, 12a112022 q q No Yes No NIA Sea# duct Model. Number or Name air. Prodget Des,:rlp6an Contrail ExpkationD In HVHZ. Outside HVHZ emst ! Pressure Qualls Assurance Aporovedfor Use Approved for Use Impact s n Soak Product Modal. Number or Nama QuaIIN Assurance Product D.scnptlon Contract Esteratl neat. Approved far Use Approved for Use Impact Design � � in NVHZ Outside HVHZ Rasi ant Pressure Series Composite Edge Glazed Fiberglass Single 1 TAMKO Root Undone ents HVHZ) { Root undedayments for use in F BC HVHZ 061292(123 Yes No NJA NIA goo# Prptlud Model. Numoer pr Narne Product Desedrtian Contrail Expiration Date in HVHZ Outside HVHZ Resistant Prassun 3 $-FIAMCO &quo1;RV 10 Ridge Vent&quit; Aluminum Ridge Veils for pitched rook feDticated 171312024 No Yes No N/A Door with or without 1'2 Sidelile(s) jurisdictions. 1 TAMCO Flat Top Orf-Ridge Vent alth Baffle for The 26 Its. stabon,cfvonblater Mph bade 09/082026 Yes Yes MIA NIA from 0.025'Alumioum (Inswing/Outswing; X, OX, XO or OXO configurations) 2 TAMKO Roof Undarhy-me(NONLHV-1i Roofundedayments for use m F Be non-HVHZ 06r292a23 No Yes NIA WA 2 TAMCO Gooseneck Very 26 ou 09/092026. No Yes MIA +01-52.5 jurisdictions. 3 TAMCO Off -Ridge Roof Vanttrlih Baffle. 26l static roofvontlline-,, ih integrated baffle OSIC (li Yes Yes NIA NIA 4 TAMCO Round Top Ott -Ridge Vent %.vith Saint, for Tile 26 ga static roofverdlfatorvith baffle 09109/2026 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Peg.I aft Florida Department of Business & Professional Regulation Page i of0 Florida Department of Business & Professional Regulation pogo t .fl Florida Department of Business and Professional Regulation Building Codes and Standards 10/2021 Building Codes and Standards 1rr2021 Building Codes and Standards 3512023 Building Codes and Standards 3/15/2022 Application Detail Product ApprovalApp Product Approval Application Detail pp pp Product Approval Application Detail pp pp Product Approval Application Detail pp Pp 1, - , Code Time Version Manufacturer R i o 20 0 Loimenc0 ev sin 2 Ill or chnlac[ Enoineer&License Validated ev Keth-jelle James L, Buckner. P.E. Stevan M union; PE v Data Dale Validated submitted 11/13/2020 11/23/2020 Date Pending Fae Asc-1 112gn020 Date Aporovee stratus ding FBC Appn Coda Toe. VeV son Manufacture r Re aide 2020 Betel Rodin N g E tiv yr galet Enainaer&License Validated 54 Anderson Robot fAPMO Uniform Evaluation Gary W. Walker ry pate Data Validated Submitted 1i/03J2020 11XJ2i2020 Date Pandina FEC Anproval Dal. Pnor_vad 11/05t2020 Status r"d APP_. Code T�pQ Version Manufacturer Revision 2020 Glottal Prdeetidn Products, LLC. t or Cow Eiwlneer&License Validated By Tim Robinson WakerA- Tilifi r„ P.E. John W Krazevieh, PE [e � Dale Pendlna Date Widgtad Sumiaetl FBCApproval Approved Status O9r082020 09X182020 10N12020 t21152020 Approved CD FILM2159-R31 Ode Entity or Date Date Date Date. Status Category: Roofing (501) c383.6163 PE-31242. (717)317 8454 Category: Roofing. (8D17380 609T Services LLC. (205) 854-0160 Calegary::6hubare i954188$-7643 PE 44167 (534) 772-6224 �� Version Manufacturer Contact 2020 Engi e r Validated B - y License John Validated Submitted Pending, 4p rove Approved 101261202010/22/2720FBC 1211512020 Slbcal Barry, Roofing A. -aches that are an Integral Panafthe Roofing System Compi-bilkathod:Evalueli.IRepotfro- klelleyPfamance- Subcategory! Roodng-rles CpipllanceM Ind Eelualm Report froma Product EvaluatloEntity RcbinAndersonCtlie l.o0 m Subcategory: Storm Panefe Compllande Method: Evaludion Repel froma tint -let ifigpp.ril m Revision POLYGLASS USA Maury,Alpert, Cate o Roofing S954233133OSmalo g ry� 8 DI. lass.com Robert Knezevich, PE p P Y8 AR=Y.QI Florida Registered Architect or a Licensed Florida FLit7&I B-Fitz Products FIMaRegist-dArchnsioto,.Licensed Florid. PreassionalEreineer Subcategory: g 7 Jndetlayments Compliance McCliOd. PE-59166 954 772.6224 t ) 11101 f2020 Professional Engineer FLii17202-Rfi Products : puallty Assufaiice Approved for Use Approved for Use IIIlA3ci Design Sea k Product Model Number or Nanre 1G Sazgny-Shake. Stale Country Slate, Sldil Oltl English N1aIIN A55Urande Rodud Oa- Denver Conlract Exriiration Data Flat Profile-Denver,CO 12/312020 Approved for Use Approved for Use in HVHZ Dulside HVHZ No Yes Impact RasifA NlA Design P er. NJA :PLH15D36-R6: Produtl^. Qu htv Asswande Apwavetlipr Vse Approved for Use Imnact Design Evaluation Reportfrom Sec # ProduRMadi Numbers, We,, Woo l Doscriod- contrail Expiration Data In HVHZ outside HVHZ Resistam P esauro Thatch Samp; Impact Al ProdModel. Numb r Nam, Product 0-rafon Contract Eeemaifon Dana In HVHZ outside HVHZ Reslslait Pressure a Florida Registered Oeck-Ar CA-dorTRl-Built Deck-ArDA-4 Lon,PomillyAftechedtoRyleecdD.NVeI 2/102025 No Yes No +g7:51J97.5 17 Sawn Wiit-Slate. Shake&am :Slit Shake y p p Flat Profile -Stockton. CA 12131,2020 No Yes NIA NJA 1 20 Gage Galvanized Seel Storm Pcrba/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/312023 Yes Yes Yes M/A �J Architect or a Licensed MedhanlcellyAttechedlopy/deolDecN: 9 Sarony700- We, hake, Sake&empSplt Shake 15 S ray 700-Sh Shake, Slate&amp, Split Shake FiatPrafile-Stock CA 121312020 Fiat Pro(I Stockton. CA 12l312020 No No Yes Yes NJA NJA NIA NIA 2 24 Gage Galvanized Steel StamPanaIsMJHVHZ ornot gated elvaizedStelStorci Corrugated Gelvanizatl Steel Storm Panels retained 121312023 Panprotecret No Yes Yes N/A a) Florida Professional 20 3 any700-Shk'Slate& Split Shake 27 T1.Espana/Be Mena FlatPrafil RIIto;CA 2l3112011 High Profit Katy, TX 12131 M20 No No Yes Yes N(A NIA NJA NJA or not by tracks to provide hunicaaeprotection. was Engineer FL1Y52ti9-R31 Products 28 V11. Low Profile - Katy. TX 1213IM20 No Yes PI/A NIA W List y4ssur4ulna Al;proved for Usse QppMD far Use Irslpaci Design : Z ii Seq M Product Model, Nunber or Name Product Descrl ion Esi i n in HVHZ Outside HVHZ Resistant re �,J i Date Dale 1 Polyglass Roof Underleyments Roofing underlaymens 10721=22 No Yes NIA +WAI-M.5 1 2 Polyglass Roof. Undertayments(HVHZ) Polyglass roof underlaymerrts for use in FBC 12i2312023 Yes HVHZ jurladlctichi - Polyglass Roof Undeneyments (non-HVHZ) Polyglass roof underiayments, for use In 12123I2023 No No Yes NIA NIA N!A -Ni ` / O Fac non HVHZ jurisdictions. Florida Department of Business & Professional Regulation Pagel d 1 Florida Department of Business & Professional Regulation Page roll Florida Department of Business & Professional Regulation PageI al'1 L 1 Polyglass Roof Underleyments(HVHZ) Polyglass roof underlaymems for use In FBC127232023 Yes HVHZjudsdictions, No WA N/A Building Codes and Standards 1252022 Building Codes and Standards 1(712021 Building Codes and Standards ifw2D21 2 Polyglass Roof Underleyments (non-HVH2;) Polyglass roof underlayments, for use In lW232023 No FBC non-HVHZjurisdiotions. Yes NIA +N1AI-622.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail r1 ,•i_ 1 Polyglass Roof Underta ments HVHZ Pol lass roof underla mentsfor use In FBC122312023 Yes n loll HVHZ 1 Sid ens No NIA N/A o -- _.. , - -.,- -. ,. --.,> ::.. ...-. _,.._ ,.. _. ,. _ -.... .. _ -#{ � a._ ,. ..xs=, -:-, - �... Tv � , .... ,. ,.,_ -. ,,, ..a ,_... -___ _._.. . , ,A,..: , ,_. ,-. ,. .: <_ -,. ,.._ a - -._. :.._, _-, ": .. _.. - _ . ..- _. ., ,.. .,. -. _. ._.- .sue - _m _.- r- __. �3. -.:_ .,... .. .._-. .. , < ,. ., 3. -zv e ,r e `��. �. - . _. -sue -_. e - , ....- �. __ ,:.. _.._. ,. --_ -:, _ ,.._ �.. .,.. ,,, ... ,. ,... ... .-:: ..,,. _.. �' 2 Polyglass Roof Underayments (non-HVHZ) Polyglass roof underlaym slits, for use in 1MM023 No FBC non-HVH2 jurisdictions. Yes WA 411W-622,5 _�aa ,..... ,. . ,_ .... ,.u,. e' S.. , 1.�yw.§ae.m`Sb.Yz'3Y_-�'€4.Y�:1. hm..kmxw,�'wv.t.29.�,Saw,..t„-a.Rd.'srs,3S'._..:N� CQQg Manufacturer _. ....... <.. ,. , v -.-.._ , ".x"- ,.u<.- -. t.. .t-. wN.�`f�"-.fx�.ememm:�.. a .,. 2+RR�.. -.-�>E_ � Entity or Contact: Engineer &Utah" Validated BV vwer�,.,. iti Date Validated Submitted Data Pending FBC Approval ..,n..'d^'1-". Data Approved .�". .�k+ Status. .. ... ,tt ._err_,.. ,. .....at, �eS.._,..r._.m c:,.r.t<,,.S.a-.._-,.Ss Code jypg Version Manufacturar .. �..rvc.;�-s-�raa.a<F. vr..,, ... Entityor cisC Engine.,&Licansa ValidatedW .ate•• ,3.ae__ Date q�e Validated Submitted Lid,. s.._ � „�e Data Pendlna Fac Antroval . to Aoot_pwad +,., -lz& Status _ '. .LWq .s•, - W � - �..3._,.�a a:.. _ - - - � Tvoe Version Maordaet-ir ..nv,x.. �'.: ix• ..0..."' .,uik' -,. .w..... n F:m Entity or Correct Enainaer&Lcense Validated av ... - _r. _„.#tom Date Date Dina Pending Date Submitted FBC Aoomval Aoorovad Status �# 1 p p Un da me is HVH l P lyglass Roof di: y n ( Z)roof Polyglass o u derla meat for use In FB 1V23120 3 es n y 5 C 2 Y No ) NA NIA TVlae Version Revision 2020 All American Shutters and Glass Mike Barbieri Frank L. Ben hairdo, P.E Troy Bishop, P. E. 1012812020 1011512020 11105f2020 12I1512020 Approved Revision 2020 Alpine ,tact Stout Le+cis ICC Evaluation seivse, LLC Wiliam M. Ranieri, PE 1013112020 1N2212020 11Po52020 11Po5202D Approved ReNabn 2020 Commercial Concrete Prgduds.lnc. Rdxn GiYls SamuelAGreenberg John Ho/ a1IV dated 12r1srzoz0 12116r,020 lzrzsrzoz0 amg Fac nppo �„� 2 HVHZion.dicbons. Polyglass Roof Undedayments (non-HVHZ) Polyglass underlaymeMs, for use N1 121232023 No Yes NJA +NIA!-622.5 Category; Shutters Subcategory: Storm Panels (561) 712-9882 IF-0046519 (954) 947.0880 mikao@aliarneficanshufte CategoryStructural Cvnponenls subcalegorr Truss Plates (321171013377 i 661-1917 sle,wspr ipineiw.com Category: Structural Ccmproduce subcategory: Products Introduced as a Result of (813)659-3707 PE-34245 (352)588-d311 precaslgetor@yahoo.com FBC non-HVHZjuH.dicti.ne. Compliance Method; Evaluation Report froma Faso. Compliance Method, Evaluation Rai irom a Product Eveluaticn Entity N -Technology Compliance. Method: from �r v Florida Registered Architect or a Licensed Florida Professional Engineer - - l FC#19994i7 Products : :. :. - Evaluation Report a Frond Rglstared Arch teddra Licensed Florida Pr rich Fi nal Engineer O F1Art,T605 aProauats quaityAmostanes Approved I,, Us, Approved for use Irani Design PL#177A•RB Products L Quality Assurance Apnrovetlfor Use ADorovedfor Use Impact Design Sad# Product Model. Number or Name Product -Describing. Contract Expiration Date In FNNZ outside HVHZ Resistant Pressure Sao Product Model,Numberortlame Product Description Contract Expiration Oat. in HVHZ. Outside HVHZ Fiesteltant Pressure 1 ITW:BCG/AlpineHgher Strength M&amp".5) MidstConneclorPlat, 1213IJ2024 Yes Yes WA NIA QualityAssw Appinor Us, Aoorovedfor Use tmoact Valet— 1 24ga:Galvanized Steel Storm Panels 24ga Galvanized: Steel Storm Panels 12131R022 Yes Yes Yes N/A 2 ITW BCG/Alpine Hinge Plate Metal Connector Plate 12/31J2g24- Yes Yes WA NJA Sea# Product Model. Number or Name Product C10-latlDn Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 3 ITW BCG/Alpri7rulex Metal Connector Plate. 1213112024 Yes Yes NJA WA 1 Quality Precast or Commercial Concrete Products Prceasi and Prestressed Concrete Lintels OS1252024 NO Yes NIA MIA �1 4 ITW BCG/Alpine Wave Metal Connector Plate 12/312024 Yes Yes NIA NIA M U m = < Florida Department of Business & Professional Regulation Building Codes and Standards Page 2of2 3BJ2023 Florida Department of Business & Professional Regulation Building Codes and Standards page t .1I 6/14/2021 Florida Department of Business & Professional Regulation Building Codes and Standards Paga1 aft 90021 0- Product Approval Application Dotal Product Approval "A Application PW t v to e Product Approval al Application n Detail p p pp O L _.: .-. ._ - - x r. a < <•-.ems.,,=,tp� v: ea.-..-e- x^..�:� - - y4 _ ..,.<.. - .:'..3+- _ _ _ _ _ 'x S Eas^_•ti. r:' :.2: PL#2457 R70 _ -._,.. _._ ..... , ,.. a. , , - . - . _. ram. ...� �k-�.>_ -�`..a�''s� -_,. _ ,,,. ,., .. A•+n' ei�x_- `�Y,.. -. .. *-�li'.. .. is "fir.,. _ n, �, aa,n e . -, �a - � .,�.. � .. 3. 'Yk a.�� 'X, � . �" W"+�. -..i"'ru �' <.. v� ,¢•' Q.de EntiM or Dare Date care Pendino p, tl ...w.-C_gm.«. 4<»�f� � - .>x., _ .. .� _ � - ..�,,. n r Ell o - _..,- . ,_. ...3-�- e D49 Data ,. Dale Peritllna - e D� ,aa -!Y'Sa m�. y.. _. � .. __ a9r . rim.» fi.y._. _ �'.....'.,..-_...-_ - _-_,-+z- Entity or , _. _..- _ - D�g> � : - Data. Pendlna -.. � 2a _ _ �.. Version Manufacturer Counted Engineer&License Validated By Validated Submitted PBCApprOval Approved status ,;qgg LMversionManufacturer goal Era er At License ValidatedW iEvaluation V� Submitted FBC gibber l Approved lilalua 'Nor,Verstio Manufacturer Contact Erholk-a License Validated Ely Validated submitted FBC Approval Apprroved $laaws e C Re,AMpn 2020 Mrfek Inc. Cabigil Structural Components Ern Walden ICC Evaluation Service. LLC ICC Evaluahon Service, 11952)898-8635 LLC. 01103/2023 1220f2022 trill Approved ReVision 2020 Weyerhaeuser Category' SDudural Components Rob Bardivan ICC Service, LLc Ian Lehrer, P.E. (253)824-0473 (608}839-3288 D2v122021 10/132020 02JO312021 Approved A#Irm r ign 2020 Apna Aluminum. Inc, Category: Pane[ Walls Jose SINra We R. Lomas Steven M. Unon. PE '4d7j 509-2008 PE-62514 (717)317-6454 1v16/202d I1/162020 11i20202o Approved Subcategory, Truss Plates a Jden@mr.mm (205)59g-g800 SubCategory: Engineered Lumber Compit.-M.Hrod Evaluation Repodfrema RobarL:ealdwln@,.veysd,a eumr.= subcategory. SORts afphealumnumincilp�ano z Compliance Named: Evaluation Report from a Product Evaluation Entity Product Evaluation Entity Compliance Method: EValuni Report tom a Florida Registered Architect or a Cleansed Florida o.com z FFL#2197-R10 Products FL#9527-RI1 Praiiocts Professional Engineer OualiN Assurance Aporovee car Lisa Aoorovad ro, Use tmoact p.sran sell x Product Model. Numberor Name Quality Assurance Neill Daadr mien Contract Expiration Dale Approved for Use Approved for Use in HVHZ Outside HVHZ Impact Resistant Desion Pressure FLiffo44•R5 Produc7s Se a _� Product Model. Number or Name Product Dre.myrlon Contract Exdrslion care g_ HVHZ Outside HVHZ Resistant sat Pressure QuaIIIV AaamanC@ ADDIDVetl for Use AdprOVBl for Use mc>act QQ Sit �I 1 M18AH5 18: ga. nigh connector con plate 121312024 Yes Yes NIA .NIA 1 14-11em LVL L.mh. ed Veneer Lumber 031312023 No Yes N1A NIA- Sao# Product Modal. Number or. Name Product Geseriotlpn Contract Exolratlon Dale in NYNZ Outside HVHZ Resistant Pressure r-v a- 2 M165H9 the h strength 18 ga. super high strength Lives connector 121312024 Yes Yes .NIA NA 2 Perellam PSL 3 TimD®rSYrend LfiL Lumber OaWiMG Laminated Strand Laminated Lumber 03131R023 No, No Y. Y@s NJA NIA N/A- N/A. I. Alpha Aluminum Solid 8amp: Veried Aluminum9afiV P P� Alpha Aluminun i &.arn' Vented Auminurp' 071302023 p A� No Yes No NJA 3 MI1 16 18 ga. Cont es t 12I312024 Ye$, Yes h1fA NIA 4 TJ Rim Board Sh eturel Composite Lumber or Oriented Strand 03/3112023 No Yes NIA WA DWI & Wood Soffit(CMU & Wood SHEET NO. highthi 4 MT18HS 18 ga. high strength truss canneMor.Dfete 12/312024 Yes Yes NIA Ni 5 MT20HS 20high trues 122112024 Yes Yes NIA hUA board Rim Board 6 TL1I. Nrri8 Be. strength connedaplate 1 a a,, truss oolnedor plates 12KHQ024 Yes -Yes N1A NJA 5 Weyai.set RlmBoard oriented Strand Soarer Rim Board GSnInO23 No Yes - NIA WA 7 %26; M720 M Be. truss econectorrates 121312024 Yes Yes NIA N)A March 6, 2023 PA 1.1 -e-J N Florida Department of Business & Professional Regulation Paw 1 at Florida Department of Business & Professional Regulation ease l of I Florida Department of Business & Profassional Regulation Pawl of t Florida Department of Business & Professional Regulation Peak art Building Codes and Standards enaxnx Building Codes and Standards era zx Building Codas and Standards enam22 Building Codas and Standards ena2o2p (10 ++ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product approval Application Detail 0 L L //'\� : e .r' .:..._ �. .,- a , ax.. L. _ _ s ... . , ,.., . u o. r.. f,.. . , •vat r .« .. _.r ^, LL /t� 0 L Enbb er gyp .Q�. Dow Mndine Dig Cad! Enbhr ar Umas Wb... 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Windows Robinson Manubc(UrorAesoc,allpn OBUCIf Engmµdrg Cetegary: Wndowe RoQ,npon ManUfdcWRrASµolallOn (561)025-0456 call Npndowa RObineon Manulecare'Asadola(ion CSUCXEnglnsedng Category. WndO Robinson PEh/135 (561)6TS4H5i � V0�! '^ }r 0(�''VJ aubC."oy. Single Hung (841)82141088 (561)4a1A827 BabCragi Single Hung (64116214f096 100catpame Piked C"plisake Mathad: CeldnrOpi Mark Lating (64116214iW6 (551)401-9927 6ubCrefyc ogFkad (641)021-0098 Repot . � CampBanp Udbod: Car611teyon Mwkor Listing pellepRdudepProrsom Comploade Mrh.d: Cerdscadwn Mark Or lusting pellapoduobppro"Op0 l,aewa or mileprodualopproveape Ira epm Cwee l nP6.nlrueson hod: PVplsoma polleprodUc approftope Florida Raglsbred Arehlind or Licensed Florida Ilapom U c Ib.oam Professional Engineer �J -.. F sN2.R4.Pm3raa t - O � 0 0 ... . FIa1e436R4 Praehrb . L W L— Product Model. N-by Nam. 41a.laeAwurrae Product DoeeWw CerttNet Ereiratian Aaemved For use Deb i.H Am-od for use Oubth HVHZ t(1n "Ce ReuWnt Desk., PM—M PHdw Model. 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Hung Wndm 54"x90' Vinyl Nomimpoot Single Hung Window 0710902022 No Yea No +451-45 a Sena1020 Mrryl Eked WMow(1091641 0711512022 No Yes N7 *�l'-6'0 10S.H.Flange Fhed 10 sell" 1,7 Range Fixed Wlndoa 0512502031 /fir /•�[ \V �/;�:_-� 1.� �V CompmNo(77 x 8S1 rP1 a 4 Pew lO Sores Single Hung W"W 54•xor Vinyl Non-]rpadt Singl. 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NurMr ar Norm Prodm10-601ion C.rtraal ExOhallon Dab in HVMi Oulowe HVHZ 11104101k.1Prow 1 SO1m 160 Or FhOOMPµs OrAvenS Siding Glaµ Moor MrOp 2Jbnel -O)r sloins Gian Door (16-12' x OW242031 No Yin NO +251.25 95.127 2 Scrim 180 or Ertmmpµs orAwnd Sl,drg elm Door Vinyl Silvia Perel Fixed no- Door(Skii 35.10x 02MWO32 NO Yµ foe +401-40 81-12•) R� s Srlµ 130 W E.- imas aA",lSildkg Ole.Odor Vi,442-Psnsl •OX Slldlrg [gas 0oar(77.a2•) 061062022 No Yes fie +35V5 CIQ 4 6611.1W Or Ercompeps OrMand Slitling Ole" Dow Mrryl Silvio Panel Fli-0- Door(Sldellte, 47.17x 02M042032 No Y. N. +21!F25 Ss12.) F1.104e4t14 Prad W, Orville AaurrwA Aged rr Use A0000"d fief Ues I,.no Down cm j Pradup Model, Humber of Nam Proivat Dsabdalan trrt Exeirr en Dale in HVNZ Oulaids HVHZ Basilica" e Wlark. 1 Swiss 160 a F.rrpnpass OrAvand sliding Goµ Door %RV 2~el'OX' Sliding Glass odor (91 x 1384242031 No Yes Me +2&-25 { a . 9512-) ad 2 Sell. 150 or Ermrnpw efAvanS sliding Glass Dear M1O4 Single Panel Femtl -D' Door (Sbellb, 36.177 x 02I182032 No Vµ No «4W40 7 � G $1.1I27 Q 3 Seri" 150 orb mmpost wAvand Sliding Gleµ Door Vlmyl 2-Pam,•ox• Sildirlg C#na Door Cm x 82•) 06r2/2C32 No yes N1 +3" Q. C= 4 Sallµ 1SJ W Ercltmpµe arAvant Sliding Olsen Door Mnyl Single Pane, Fhutl r0- Door r5k ib, 47-10 x 02MM032 NO Yes N) «261.25 c.3 = C"% ..Q i N R V) a N O) 61 ad E C O) O r+ w$ 4 4a ccy a i V Os Zj W C C N cc 7 .m .C3 i3 Ga C� z o 0- > 0- O Q U O U m Q O L w� zJ Z Q J d SHEET NO. March 6, 2023 PA 11111 Simpson Strong -Tie 2020 FBC Approved Products URdatetl,;zls0n02o � Simpson Strong -Tie 2020 FBC Approved Products updated,zr3vrz0za E= Simpson Strong -Tie 2020 FBC Approved Products updatad,zl3orzo2o E= Simpson Strong -Tie 2020 FBC Approved Products Updatad,2r3arzo2o For direct links to all SST approvals listed delovu, HERE- For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed belovJ, •_LICK }{ERE. For direct links to all SST approvals listed belovJ, •CUCK HERE. For additional information regarding Florida s Statewide Product Approval System end Miami -Dade County Notice of Acceptance (PJOA), �LI _., HER:. iem Miami -Dade d County s For additional information regarding Florida's Statewide Product Approval Sys and a e pun y ' CLI� ERE Notice of Acce lance NOA .�F c p ( r, I� n For additional iniormfltlon regarding Florida's Statewide Product Approval System m and i mi• d County Notice ofAcceptance tan NOA CLICk h ARE. g g ew Appr v ys e a M a Da a ty ice o Ac p ce ( ). _ a For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (tJOA). CLICK HERE. F02355-R7 FL#10446-RG FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- 9116" and heights ranging from 4-5116" to 11". Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Num bar or Name Product Description version (HUSC) available for models having width equalto or 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-SS) 114"diameter Titan stainless steel masonry screw 1 A21, A23, A33 A34 A35 A44 Angles A ET, BTB BTH Brick Ties greater 2 APA21; APA4 APA6, APVA21 APVA4 APVA8 Outdoor Accents Angles 2 CMST12: CMl4, CMSTCI6 Coiled Straps 12 [US series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 3- AP644, APB44R, APV666, AP13MR. APB88, APB88R, AP61010, AP3101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, C518, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9.1/4" to 16". FL#9589-R6 APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB101OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU325SDS, LGU3.83-SDS; LGU5.25-SOS Face -mount hangers 4 2 -4 PVOJT2- . APDJT2-4, APDJT2R-4, APDJT2 6, APDJT2R<6, APVDJT2-4; APVDJT R , A 6 Outdoor Accents Deck Joist Ties u r 5 C TS218 Compressicnfl ension Strap 14 LU24 LU26, LU28 LU210 Face -mount hangers Sea # Product Model Number or Name Product Describtion APVOJT2R-6 6 DSP, SSP, TSP Stud to Plate Its 15 LUC26Z, LU021 OZ Face -mount hangers • SD10112DEB Outdoor Accents ConnectorScrew 5 APHH46, APHH40R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, H% H5, H7Z, H16, H16S, H16-2, H16-25 Hurricane Ties 15 LUS series hangers Face -mount hangers available in widths ranging from 1-9116"to 4- 2 SD9112, SD9212, S010112, SD10212 Strong -Drive SO Connecter Screw 6 APL4, APL6, APT4, APT6, APVL4, APVLB, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15,116", 3 SD91 2SS. SD92 2SS 1 1 Screw Strong -Dave SD Connector SS S re 7 APLH24 APLH24R APLH26 APLH2eR APLH210. APLH21OR Outdoor Accents Light Hangers g g 9 HS24 Hurricane Tie 17 MGU3:63-SDS, MGU5:25-SDS; MGU5.50 SDS, MGU5.62-SDS,. MGU7:00-SDS Face mount hangers 4 24 4 2 51 2 4 SDCF 7 F r SDCF SDCF2 3 . SDCF 2 2< SDCF 261 22 0D, SDC 228a8, 221014, ` - = Strong Dnve SDCP Timber CF Screw 8 BVLZ Brick Veneer Ledger Connector g TO HSS2-SDS1 5 SS2-2-SDS3 HSS2.3-SDS3. HSS4-S S3 . H D Heavy Stud Shoe a y St 18 MIU series hangers - r- Face mount hangers available m widths ranging from 1 9116' to � SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 19 HST2; HST3, HST5, HST5 Straight Straps 1/8" and heights ranging from 6-15116" to 19-112". 5 SDGP22434, SDCP22512, SDCP22614, SDGP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MU526, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS01 GKTZ, HTS020KTZ Heavy Twist Strap 20 SUR :SUL, SURD, SULC series hangers Skewed face -mount hangers available in widths ranging from I - 6 SDHR27400: SDHR27614. SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor gill 8" to 3416" and heights ranging from 3-11"16" to 13-314", 7 SD625112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412: Strong -Drive. SDS Heavy -Duty Connector Screw 13 FC4, FOS Framing Clips 15 LSTA9, LSTA12 LSTA16, LSTA1S, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS2550QSDS25600,.SOS25800 14 FWANZ Foundation Wall Angles 16 LST149,LST173 Straight Straps 2Xand 4Xrnodels;orlyacute flange isccrcealed. 8 SDS25112S5, SOS2520OSS, SDS25212SS, SDS2530OSS; SDS25312SE Strang -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116"'to 9 SDWF2716, SDWF2720, SDWF2724 SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H6, H10A-2; H1 OS, H14, HGA10 Hurricane Tles 18 LTS12 LTS16 LTS18; LTS20 Light TtvistStrap Wand heights ranging from 2-5/8" to 11.IM". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 1 MST371 MST48, MST60, MST72 Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9 MSTA12 MSTA15 MSTA18 MSTA21, MSTA24; MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L$0 L50, L70, L90 Angles 22 MSTC281 MSTC40 M5TC52 MSTC56 MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4823, MSTC66133 Pre -Bent Straps Sec 1l Product Model. Number or Name Product Description 1 ATR318, ATR112, ATR5/8, ATR314 Threaded Rcds 22 LS30, LS50; LS70, LS90 Skewable Angles 24 MSTI26. MSTl36, MSTI48, MST150, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 2 ATUDS, ATUDB-2, ATUD9, ATUD9-2; ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 M7S12. MTS16 MTS18; MTS20, MTS24C, MT53Q Ivi Medium TwistStrap Its•' and heights ranging from 7-1/8'to S(T 3 BP318 2 BP112-BP112 3 BP5/8 2 BP�18 3, BP3/4' BP3f4 3 BPR UD3 4 , T :Bearing Plates 2 4 L 2 LSSJ RZ LSSJ 8 SSJ28RZ, LSSJ210LZ. LSSJ210RZ SSJ 6LZ, 26 2 LZ. L Field Adjustable Jack Hanger 1 9 26 NCA2x1r112 NCA2x1212 NCA2x8 16 NCA2x10 16 NCA2x12 16 Bridging dg rig 2 DGBFseries ha agars To flange hangers available m troidths rani from 3 518 to 7 p g 9 ranging 4 CNW3/8, CNW112:, CNW518, CNW314; CNW5/8-iJ2, ONW314-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable SlcpeablelSkewvable Hanger 27 12, RCW614 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75. CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSI S; RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114"to 24". 6 INS, N4, N5; H6 Heavy Hex Nuts 28 MMHB RootTie-Down 30 SP1 SP2, SP4 SP6, SP8 Stud Plato Tie 4 OGHF series hangers Top flange hangers available in widths ranging from 1-314" to3- 7 RTUD3, RTUD3B, RTUD4, RTUD48: RTU05: RTUD6, RTUD7, RTUDS Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4,.SPH6, SPHS. Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" io 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28. MMLU28-2, MMLU210, MMLU1211, MMLUl39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1 /4" to 8- 9 TUW38 Take -Up Washer 31 RED: RBCP Roof Boundary Clips 33 ST9, ST1.2, ST18. ST22, ST292, ST2122, ST2115. ST2215, ST6215, STB224, ST6236 ,Straight Straps 718" and heights ranging from 11"to 32-112". 10 URS3 Sib" :Uplift Rod Run Tiedown.5ystem 32 RST-3 RoofTre-Down 34 T820, TB27, TOO; TB36, TB42, T848. T1354; T856; T860 Tension Bridging 6 EGO series hangers. Top flange hangers available in widths ranging from 3-518"to 7- 11 URS4 112"Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWW2, TW814 Wall Bracing 1/4" and heights ranging from 11AM" to 32". 12 URS5 5J8" Uplift Rod Run Tiedown System 34 STC; STCT, DTC. HTC4 Truss Clips 36 VGT VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddlehangers available in widths ranging from 3-114'to 8-7W 13 URS6 314" Uplift Rod Run Tiedovin System 35 TJC37, TJC57 Truss Jack Clips 37 WB100. W8108C, WS126, WB126C, W8143C Wall Bracing and heights ranging from 8-112" to 28"_ Sir Z2, Z4 Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-14'to 7- 118" and heights ranging from 11"to 32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16 c; 7- FL#10447-R5 112" and heights ranging from 8" to 39". Sag # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to S-718" 1 DTT2 Hold-down Sea # Product Model, Number or Name Product Description 1 CBH2,37x5,5, CBH2.3%7.63, CBH2,37x9.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU; DUUTF series hangers Face -mount (DU, DHU)'and top -flange (DHUTF) hangers 11 HGLT series hangers Tap flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1 9119' tc 3-9/16" and heights 718" and heights ranging from 7-1/2'10 SZ' 4 HDU2, HDU4, HDU5; HOU8, HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118 to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81, HCP2, HCP4 Hip Corner Plate. 3 HGU3 63-SDS, HGU5,25•SDS; HGU5,50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging. from 14"to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2,. HHRC42,. HHRC42-2. HHRC411.81, HHRC44, HHRC5.2513.25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-51)S 13 HIT series hangers Top flange hangers available in widths ranging from 25116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9115"and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor '6: HRC1 61,HRG22 .Hip. Ridge Connector SO" and heights ranging from 5 5116" to 12-718". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1 /8"to 9 PA18, PA23, PA28, PA35; PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS. HHGU5(62-SDS, HHGUTO0-SDS, HHGU7.25-SDS, Face -mount hangers 3-9115" and heights ranging from 5-318"to 13-118". 10 PAI18, PAI23. PAI28, RIAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 LightSlopeable/Skewable U Hanger HHGU9,0MDS 15 HUTF, HUCTF series hangers Top flange hangers available in wdths ranging from 1-9116" to5- 11 STHD10, STHD10RJ Strap -style hold-dovm 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5--50110, Face -mount hangers 1/2" and heights ranging from 3-7116" to 15". Concealed flange 12 STHD14, STHD14RJ Strap -style hold-down 10 TC24 TC26, TC28 Truss Clip HHUS7 25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA216-2; THA222-2,THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL HSURt , HSULC series hangers Skewed face mount hangers available in widths ranging tram 3- greater than 2-9116". THAC422 THA426, THA422-2, THA428-2 118" to 5-118" and heights ranging from 4-3/4" to 15-3t4". 16 HWP series hangers Top flange hangers available in wadths ranging from 1-9116" to 7- 12 THAI1:81122, THAl2.06/22, THAI2.1122, THAI222, THA1322; THA13522: THAI422 Adjustable Truss Hanger Sized for Woists Concealed flange version (HSULC, HSULC) available for all 11S" and heights ranging from 5.318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels: only acute flange Is concealed. 17 HWPH series hangers Top flange hangers available in tvidtlls ranging from 1=9116" to 7- 14 THJA26; LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26 HTU28, HTU210, HTU26-2; HTU28'-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-3/8" to 32' 15 THJM2-4SDS3, THJM2-5SOS3, THJU26, THJU26-W Multiple Truss Hangers 9 FL, HILO series hangers Face -mount hangers available in widths ranging from 1-9116'to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1l2" and heights ranging from 2.718" to 19.114". Concealed flange 518" and heights ranging from 9.118" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available In width of 1-9116" and heights 18 VTCR Valley Truss Clip greaterthan 2-9/16", ranging from 5.518" to 7.114" 10 HUCQ1:8119-SDS, HUCQ1.81/11-SDS, HUCQ21O-2-SDS, HUCO21M-SDS., HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in Width of 1-9116" and heights SDS, HUCQ410-SDS; HUCQ412-SDS, HUCQ5.2519-SDS, HILIC05.25/11 SDS, HUCQ610- ranging from 9-3/15"to13-118". SDS, HUCQ612-SD5 Simpson Strong -Tie 2020 FBC Approved Products updated 12(30/2020 M Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 .•: Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 EJ= Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 For direct inks to all SST approvals listed belaa,, CLICK HERE For direct inks to all SST approvals listed below, CLICK HERE. "- � :' For direct links to all SST approvals listed below, CLICK HERE. . " For direct links to all SST approvals listed belora, CLICK HERE. + Fa additional informati regarding Fleida'aStaiaw a Product Approval 5 tam an � mi- de Count Nance o cca [ante NO - CK Y.ERE. On 9 9 I IdYa d Afia Da Y f A P ( A), SJ.I moomolowmA -Acceptance O CLICKHERE. Far additional information regarding Florida's Statewide Product rowels tam and Miami Dade County Notice of N A}, 9 9 Approval System 1Y( ^Far additional regarding a a t 5 i- GK E,4 I riot informationFlorida'sFlada s Statewide Product Approval tam and Miami -Dade Dada Count Notice of Acce tance NOA , C H E. PP System Y p ( ) ,�lt m For ad i on ormation regarding n Florida'sFloridas Product Approval System and Miami -Dade Count Notice NOA, additional information iStatewided tAcceptance 9 6PP Ys YS ) 21 LB series herigers Top flange hangers availabls:in width of 1-0116" and heights FL#11468-R5 18 S/LBV1.56, 51LBV1.81, S/L8V2.06, SlLBV2.37, SlLBV2.5$, S1LBV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". S/LBV3.56, S/LBV3:62, SLBV4.C6. SILBV4.12, S/LBV4.28, SILBV4.75, S/LBV5.50 6 Strong -Bolt 2 (STB2, STB24SS, STB2-6SS) Strong-Bon-2 Wedge Anchorfor concreteavailable in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product Model. Number or Name Product Description 19 S/LTT20; 5/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-316" in 13-118';. 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST6Q 81MST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H; THD-HMG, THD-H4SS, THD-HOSS, THO CS, THD-CS5SS) Tffen HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3 LEGS, LEG7series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRSS, HR512 Strap Ties 21 SP4: SP6 Stud Plate Ties avallable wtth hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112". 3 HUCQ210-2-SDS; HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Shed Plate Ties stainless steel, or wth countersunk head in carbon steel and 24 MEG5, ME07 series hangers Top flange hangers available in tNidths ranging from 5-114" to 6- 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9'to 32-1/2", 5- THG02-SDS3, THGQ3-SDS4.5, THGQH2-SDS3; THGQH3SDS4.5, THGQH4-SDS6 Joist Hanger 24 TOM Truss Brace Diagonal 8 Titan HD Rod Coupler (rHD37634RC, THD50934RO) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3,THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJCS7 Truss Jack Connector 9 Titan HD Threaded Rod Hanger(THDB25158RH, THDB37158RH, TH037212RH, Then HD Threaded Rod Hanger for concrete 118" and heights ranging fromS-114"to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights TO Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3J8" to 7-118". FLfi11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9 114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCq M4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTRFGTRHL FGTRHR Girder Retrofit Anchor CCTQM4:62-SDSG.CCTQM550-SDSG,CCCOM3.62-SDSG CCCQM462-SDSG, Sea# Product Model, Num bar or Name Product Description 8 H18, H18S, H16 2. H16,2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XPAcrylic AT-XP High -Strength Ac Iic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6 HETAL20 Embedded Truss Anchor ECCLLQMD4 62G-KT, ECCLLQMD5,5OG-KT. ECCLRQMO3.62G-KT, ECCLRQMD4:626:- 3 SET-XP SET-XP Hlgh-Strength Epoxy Adhesive for masonry Sea # Product. Model, Num bar or Name Product Description 6' HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5 50G-KT 4 Strang-Bolt2 (ST62) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44; ABA44R, AeA46, ABA46R, ABA66, ABA66R Adjustable Post Base 7 HHETA16; HHETA20; HHETA24, HHETA4D Heavy Embedded y 3 HGUM5:25:HGUM55D HGUM7.00 HGUM725 GUM9:170 , H Heavy Mason Hangers y Masonry g 5 Titan N2 (TT ) Then 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ASU5-6, ABU65, ABU66, ABJ66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SD82.5, LGT4-SDS3 GirderTledwm 4 LGUM26.2 LGUM26-3: LGUM26.4, LGUM28-Z LGUM28-3, LGUM28-4, LGUM210.2, Masonry Beam Hangers 6 Titer, HD (THD•H4SS, THD-HOSS, THD-CSOSS) Titan HD Heavy-Oury Screw Anchor for concrete available in 304 ABU88R ABU1010; ABU1010R, ABU1212, ABU1212R -9 LTA2 Lateral Truss Anchor LGUM210-3 LGUM210-4, LGUM46, LGUM48; LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z. A W44RABW46Z A6W46RZ ABW66Z, B 66RZ, A 7-7 Adjustable Post Base 1D META2 META16 NETAIB, META2 0 MET 2A. MElA40 Embedded Truss Anchor r MBHA3.1'29 2� MBHA312111 25 MBHA r6f7.2r MBHA3 �619:2r MBHA3,r6/1 L2r. Masonry Top Flange Beam Hangers countersunk head 4 AC4, AC41 ACE4, AC6, ACOR, ACE$ Post Cap 11 1 MSTAM36 MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56111 88 MBHA3 56J14 M13HA3.56/18, MBHA3.56)18; MBHA5.5OfI.25, 7 Titen Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BOB, BOSR, BOB, BCS2-2/4. BC52-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry 1MBHA5.50f9.25, MBHA5.50/11.25, M13HA5.50111.88. MBHA5.50114, MBHA5.50/16, 6 CB44, CB46, CB48, CB68; C1368 Embedded Column Base MBHA5.50118 7 CBSQ44-SDS2, CB8Q46-SDS2, CBSQ66-SDSZ C135086-SOS2, CBSQ88-SOS2 Embedded Column Base 6 MBHUS;56/9.25, MBHU3 56111.26, MBHU3.56111.88, MBHU3 56114, MBH USi56116, Masonry Beam Hangers FL#16937-R3 8 CC ECC ECCU Series , Bolted opium caps with W1 ranging from -114" to 9.112"and n P. 9 g 3 FL#11496-RS MBHU3.561/8 MBHU5.5019.25 MBHU5.50111.25. MBHU5.50/11..88. MBHU5.80114 , W2 ranging from 3-5/8" to 7-1/2" MBHU5i50116 MBHU5.50118 Sea u Product Model. Number or Name Product Description 9 CCQ-SOS2.5, EOCQ-SDS2.5 Series Screvtied column caps with W1 ranging from 3.1/4" to 9.1/2" and Sea # Product Model. Number or Name Product Description 1 X34B1016.5K, X1 siom Xi 81018.4K, MIS1018, XQ1 B10164K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3.5/8 to7.112" 1 DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CP'T887_ Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQ I 14B1 224-2K #12-24 Strong -Drive XL Large -Head Metal Safi -Drilling, Tapping 11 EPB44A, EPB44, EPB45, EPW6 Embedded Post Base 3 HD3B, HD5B, HD7B, HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4 HTTS, fiTTS-314 Tension Ties Se � Product Model, N Pr d ct M e , umber or Name duct Description ProQ1 3 XM 1 2 M 1 2 -2K PSI 24, X Q 1481 24 2- 4 Strong -Drive XM Medium -Head Metal Self -Drilling, #1 2g, 13 1 LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SOW22338, SOW22438, SDW22458, SDW22500', SDW22600, 5DW22638, Strong Drive SOW EWP-PLY and TRUSS, -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 X0114S1224. XQ114B1224-Z5K, X114S1224, X0112S1224. XQ112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 15 MP844Z, MP666Z, MPI388Z Moment Post Base 2 SDWC15450; SDWC15600 Strong Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB46, P666, P866R Embedded Past Base FL#13628-R5 3 SDWH19300D6, SDWH19400DB,;SDWH19600DB SDWH19809D8; SDWH791000DB Strang DnveSDWH TIMBER-HIXScrew 5 XU34S1016, XU3461016-5K #10- 6 Strong -Drive XU Metal Self-Drillng, Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SOWH27600G, 9DWH278000 SDWH2710DOG, SDWH27120OG Strong Drive SDWH TIMBER -HEX HDG'Screw #1 Drill Point 18 PBV6. PBV10 Round Past Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312. SDWS10400 Strong -Drive SOWS FRAMING Screw 19 PC44-18. PC46-18, PC48-16, PC64-16, PC66-16, EPC44-16, EPC46-18, EPC48-10, Post Cap 1 SB518x24, SB718x24, 881x30 SBAnchorBolts 6 SDWS19600, SDW519712, SDWS2240D,SDWS22500;SDNIS22512, SDWS22800, Strong -Drive SDWSTIMBER.Screw(Interior Grade) EPC84-16, EPC68-16 2 SSTB16, SSTB20, SSTB24, SST828, SST834, SSTB36, SSTBI 6L, SST820L, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS22120101 SDWS221500 FL#35320-RO 20 fPC4Z, PC4RZ,:PC5Z, PCORZ, PC8Z, PCSRZ, EPC4Z, EPC4RZ, EPC67, EPCBRZ. EPC8Z, Postcap SSTB28L 7' SDWS2230008, SDWS22400DO: SOW32250OD8 SDWS22600DB, SDWS2280DDB; :Strong Drive SOWS TIMBER Screw (Exterior G rade) EPC8RZ SDWS221000BB Sag # Product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS223120Be, SDWS225120BE Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS2750OSS, SDWS2760OSS, SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fired -Clip Connector SDWS27100OSS SDWS27120OSS 3. FPHSD34S1016, FPHSD34B1015, FPHSD34B1016-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Sea # Product Model: Numberor Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B12145K Drilling, Tapping Screws FL#10866-R5 1 CMST12, Civil4; CMSTCI6, CS14, CS16, CS16, OS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC225, LSFC4.25, LSFC6.25, SFC2:25, SFC4.25, SFC6.25 Seel Framing Connector 2 HRS6. HRS8: HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTS5, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25,SSC4.25 SSC6 25;.MSSC2.25, MSSC4 25, MSSC6.25, Steel Stud Connectors Seg # Product Model. Number or Name Product Description MSTI48, MSTI60 MSTI72 S/MST27, S1MST37, SIMST48 MSSC4.25KW MSS1;6.25KW 1 FJA, FSA Foundation Anchor 3 HT516,HT520, HTS24, HT528; HTS30; HTS30C Heavy Twist Straps FL#'15363-R3 6 RCKW3 RCKW5.5 RCKW7.5 RCKW3S. CKW5.5S R Rigid Knee Wall Connector ig 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA35, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA16, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SCB475, SCS49.5, SCS411.5, MSC845.5, MSOB47.5 Bypass Framing Slide -Clip Connector 3 GH465, GH48 S; GH48-6, GH43-8, GH4106, GH410-8, GH66-6, GH66 8, GH68.6, GH68 Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292.; ST2122, ST2115, ST2215 a 33 mil 20 a Straps m ( g) Se # _cam Product Model. Number or Name Pro uct Description d o 8 SCS32-5197 SCS62-5197 SCS52-51118 SCS82-51118 Bypass Framing Connector yp g A� 8,GH610 6, GH610-8 6 LSUBH3,25; 3UBH3 25; MSUBH3.25 Bridging Connector 1 AS 18 ASiBSa AS 1856 18 ga. Truss Plates 9 r SCW3.�, SCWoh..�. Head-of-Wall Slide -Clip Connector 4 GL65A, GLBSB, GLB5C, GLB5O, GLB7A, GLB76, GLB7C, GLB70 Glufam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8,25, SJC1O.25, MSJCS,25, MSJC10.25 Steel Joist Connectors 5 GLB 512. G LT 2 GL T B 61 6T516, GBLT616, GLBT5201 GBLT620 Glulam Bearing Place 8 LTS 2 TS 6 TS 8 LTS20 1, L 1, L 1 Light Twist Straps g p 3 AS-20 s t 20 a. Truss Plate g 11Connector SSB3.518 Bypass Framing Slide-Cli StrutConne or yP R 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 1 MSTA36, ST6215, ST6224. ST9, 5T12, ST18, ST22, MSTC23, MSTC40. MSTC52 Scraps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedovin 10 1 MSTC78, STS236 Straps68 mil (14 ga) Screws 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTSI6, MTS18, MTS20; MTS30, MTS24C, MTS30C Medium Twist Straps 13 XU1S1018, X01 B1016-4K, XQiS1214, X01131214-3.5K, X07881224, XQ78B1224-3K, 410-18, 412-147 and #12.24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/B1,5e, S1131.81, SIB2.06, SIB2.37, S1132.56, S1B2.88, SIB3.12, S/63.56, S1B3.62, S1B4.06; Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ1I4B1224-2.5K, XQ112S1224,XQ112B1224-2K, X34131016-5K, Tapping Screws SI64.12, SIB4 28, SIB4.75, S155.50 X181010, X181016.4K, Xi S1214, X1 BI214.3.5K 13 S16A21218, S1BA2.12/10. S1BA2.12112, SIBA2.12/14, SIBA4.1818, S1BA4.1Bl10, Top Flange Joist Hangers Sea # Product Model. Number or Name rodurt Description 516A4.18112, S1BA4.18/14 1 ET -HP Adhesive Anchor for concrete 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-50. GW-76, GW-100, GTH Gas -actuated fasteners and assemblies 15 SIH DOS, S/1HD8B, SHD108, S1HD1OR, S/HD15S, S1HD156 Holdowns 3 PDPA; RDPA K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies 16 SIHDU4, SIHDU6, SIHOU9, SIHOUI1 Holdowns PDPAWL-MG, PSVL3; PSVL3-K, PCLDPA,PECLDPA, PTRHA3, PTRHA4 17 S1JCT,S/HJCT Joist: Hangers 4. SET-3G Adhesive Anchor for concrete March 6, 2023 O N N O� C� N Q O O co U iL U) N -0 O V O i 'O to -0 = O 0- L O (D O L.L_ O .117) -0 N E O O L _C ICU 4- C+/-). cll-i__�_41� C CV �a C+J -ref w ar '� r to C 4 tn CC E CD = W C 3 3 T rz•tO� Vf �- C E � C7 i (D E ^tea W W r� V IM 0 O 0 0 L W U m < 0- O L W Q W z z Q J a_ SHEET NO. PA 1.3 VIA E 4 to ' tY i. +-.-- -. 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A ... .. ,#4 �& ,a. .1 '• ' A & W F Y '� Y#. `i A 14 i "i 4 -: s �.A '' A 4'. 4 #-p" A►a � ,ai � +t$ .FAr it :pi } #� _ E.a - : a- i. # A b ". a ?��_ k r - - a•1 As )� ;!' 'i.. 41 a 1 d:-� �' +eF S 4h k. 4#•.,. t- i' Y- !: i' �' �:. � 'S4#+:! tP4� -,a-i ! . { a� Y. . .'IFY' '-� °. ,I a? li -:: �1,`��. pA: ?Y. ;�-< A` 3 " # ia$ Ii` �',�. k - } ' - a RI - it 1 : ;,t: "i � 4 r • ;' A a . 4 - r.. Y '• 1 ''tk' P i'4 # i 4 #i - Y ' 'A i t - # # Y i �' !. M 4 " � � �$ d: . t �' - � '� a � « �� p� 'Yi4 x # w .a,; :$. �! ' � �' .: ! $ }....._ * i .,Y . tl ., i A' a' F ' +#.i , ►; F: M ' : �! � i '• o a � _ a E : :- ._ ^ � �' �� _ $ gi '' �:: } 1 PGT Industrim, Inc.f iiN 1evTS T\'y� 1L y i 11 EViAD. 1:rAL;M! ASSURANCE E. MATE LALr CERTMCATI{laI Noltice, ofAcceptance NIa_ 1.5-0528.14 imawd to Visim EXIr usion I;mited their `.AVhke R*K P17C" Eate-iar E ns erns for IIIdo s and Door . dated 0943:/15, Notice of Acceptance- a No 164920+08 , to firs F—'�t313 siDn Limited #' t%r -VE 100 Ta. 202 nand, ht shad etc- °IpRWd P CTx jExt. ans for Windows and Deoas,q, dated 12108116, expiring 11,29f2 Itnt fir the a� CoaWl aint or La. i ated) White Rigid PVC Exterior E ttu-s ns for " inda. �� i�daa^s'`, dates , on�'�3I5. � rc 3 . _ Nye of Acceptauce Igo_ l 712. 2 issue toENERGIFenestration ohntiam USA, Inc- for their -TANN 3640 and Lighter Shades Nou-R-hite) RW F 'C Exterior EXft �asn0aas for A d.€na sand t dated I ;151�i6 ; :�21. 5. Notic e ofAe eTt No-1 712.04' t0E N EIV6= So U Inc -for th "Bronze and Lighter Shads of Cap Coated Rigid PVC Esterbr litrusions,forWindows, and Dears' dated 0945116, fuTfing On 04j16,Q0- Notice of AcrpTtauce No- 14 712,03 isstied, to ENER G1 Fencstrati4m Solutions i ImcT fr t -hire Rigid PVC Exterior E-mtdo ns for Windows and s'" dated 000E17, ; offi 012a8Y 19. 1. Test art , s. 10 -79� �I - 52T 53575-9., A T V ASM0 19-9 and A 5. wed by EXOVA to, ` i ainnion for celhiibsic con4msite ibt_ (Submitted rmder AN1 4 -Mo. 11-017 04 : 8_ Notice ofAutptance No. 1 9 6.11 " to y Inc. for their "Sen7'{0r� 1 . ta�-l�.ias (Clear and �'h Ixater�l�-er , Mtn Ii 9_ Notice of Atreptance No.1-1117.01 ism to Kuraray Anxnica+ Inc_ f6F their 1 '�y �« 'Ta-�snf�ai ��tn aca � rL`r and �+�tl�a �4 �IIt�3`� ei'� , �> "� y� F. STATE NT _5- y . 1_ etletter "a!f�c'' ee fthEB�' ,. Edn[%on 2I.44! �i at��B�EdtturII dated OW14117, signed& sealed (21017� issued by nmufacbxrer, y z. St2tementletter ofnpEuwciW, interest,, date 64118A7, issixd 3_ Lettof lab cmVbaum pant of the4bove test rq)ofts_ IKER. Test Pr D: I7-030, dated 5 i5d 1, signedby I PIE- G. GTBE -_ � , . Notice �:ctie lie.-13 1.. 9.91 issued ti PST Industrim, for their Series 557,I127'7 "N'Tiu l Slidmg Gbboor(Reinforced) —ld. `..li , g on 041 I- rGd#ac.t Cbmtrai Unil -Smpirri r` ?rO Via.21- 209.0 Expira Lif Dam- April14W 1026 -+—f N N C- to (a O� N +-E U N C. O ca -0 nO CL (Q O Cu U) O 0 I Q C O QD CIOU O CQ LL- p > .� —0 U) E O N p Cu //�//'��, ca.-0 e'*7 !'\i C= nI C" C CV a1 Lu o L1 . e1.-.r-.i c m co -p m X C .L >Z aN aC i I N C7 Q � N � d E W CD F :Y7 N ati � E SHEET NO, PA 1.4 March 6, 2023 N to Ca N U MiAhN•t7 ►DE MIAMI-DARE COUNTY o PRODUCT (D L_ C '0 � l- O � CONTROL SECTION Cast Crete USA. LLC Cass -Crete USA, LLC Cast -Crete USA LLC co DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 � - BOARD AND CODE ADMINISTRATION )XvISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTEDCU U Q) � � NOTICE OF ACCEPTANCE (NOA) mia©aidad& oytggft om I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 12-0209.12 5. :EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 14-090303 (D -0 0 -2 -0 � 0 0 i= N - Cast -Crete LLC 6324 County Road $79 A. DRAWINGS A. DRAWINGS .# A. DRAWINGS � Q � Seffner, Florida33584 : „ Drawing No. FD4612 titled Precast and Prestressed Lintel Details ,rinse 1 0 1, I. D aivt g .f I. I�rawzngNo. FD4612, titled Precast and Prestressed Lintel L%tttils ,sheet 1 t�f ` 1; Iaraz�rn No. 1�'Lf4�12, titled Precast sand Prestressed Lintel Z}etaxds ,sheet 1 f 8 . _. LL. is a b Craig Parrino, P.E., dated March 24 2003 andDrawin No. LT4612, titled prepared y g � 1, prepared by Craig Parrino, P.E,, antral March 24, 2003-and Drawing No. " , ", 1, dated 03/24/03 and Drawing No. LT4612, titled Cast -Crete 4 , 6 &� I2 O 0 Co� 0 > � O > -0 • SCaP1;. r, „ "Cast -Crete 4 6 & 12 Lintel Safe Load Tables , sheets 1 through 3 o 3, prepared b ` g P y .. „ " ,1 " LT4b12 titled Cast -Crete 4 6 12 Lintel Safe Load Tables", sheets l � f Linter e Load Tables", sheets 1 through 3 0 3 last revision dated 06112114 all Safe T g , .— O " N L N . This NOA is bow issued under the applicable rules and regulations governing the use of construction materials. g pp � g h 2 2003 last revision #1 datedA rd 28 2003 both Craig Parrino, ,dated Marc 4, p through 3 of 3, prepared by Craig Parrino, P. dated March 24, 2003, last .1` re ared, .signed and sealed by Craig Parrino, P. on 0$/19/14. P P cn �- +-� Q -- cn O � The documentation submitted has been reviewed. and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig .Parrino, P.1*+'. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P..11, on � M 'i— +0 1� F_ U) Q Section to be used in Miami Dade Countyand other areas where allowed b the Authors Having Jurisdiction y ' t5°' g B. TESTS March 22, 2012. B. TESTS (AHD 1. Test report on flexural testing on 4 ", E!" & 12"Precast Concrete. Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control . Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared � 1. None,- C. CALCULATIONS Section In Miami Dade Count and/or the AHJ in areas other than Miami Dade County) reserve the right to have � h') +� �') g b: Applied Research Laboratories Report No. 30404A dated 04110103,,si signed and y pp � p � 1. Calculations for Cast -Crete Lintels; dated 0811912014, pages 14201 through 14.236, this product or material tested for quality assurance purposes. if this product or material fails to perform in the . Hamon, P.E. sealed by Christopher.4. C. CALCULATIONS prepared by Craig Parrino, P.E, srgnedandsealed by Craig Parrino;. PE, accepted manner, the manufacturer will incur the expense, of such testing and the AHJ may immediately revoke, 1. Norte, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE . , than acceptance, if it is determined b Miami -Dade County Product Control section that this product or material p y �` p a - i 29 03 207 es prepared b Craig I, Calculations or Cast Crete Lintels, dated 0.�1 ,� _. y g .� g P 'P D. QUALITY ASSURANCE J. By Miami -Dade County Department of Regulatory and Economic Resources (RER): fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. Environment, an Re lato A airs. 1. By. Miami -Dade County Department 17f Permitting, Regulatory 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to coal with the Hi Velocity Hurricane p pp � � comply �' Parino, P. �., signed aril sealed by Craig Parrino, P.E.P:l E. MATERIAL.1von CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. Norte. DESCRIPTION: (Cast -Crete) 4" 6" & 12" High Strength Precast and Prestressed Concrete Lintels i ) � D. MATERIAL CERTIFICATION: F. OTHER " sa APPROVAL IiOG>l<3M,ENT: Drawing No. FD4b1, titled Precast and Prestressed Lintel Details", 1 of l a � Lintels revised on 1 a r Cast Crete Machine Made Precast L s , 1. Quality �j�stetn Mani 1 fo li M F. OTHER 1, Letter from Cast -Crete USA., Inc., dated 08119/201¢, signed and sealed by Craig ' "Cast -Crete " " ' ,Corporation, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No, LI`4612, titled 4 , b & l2 /gyp 2002. - - . iron dated February 03 2012 signed and sealed 1. Leper from Cast -Crete Co po a > a >y : Parrino, P.E.. certifyingcorn Rance with the.: FloridaBuilding Code 2014 Edition: P g , Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E,, dated March 24, 2003, last .2. Cast -Crete Quality steno Manualfor Prestressed Products dated 2002: � �' f by Craig Panning P. E;, certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition, 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED ITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # I3-0321.07 1. None;. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing lt1'o. FD4612, titled "Precast and Prestressed LintelDetails". sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's: name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None, B. TESTS County' logo. "Cast -Crete 4", 611 & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 200.i,, last revision dated March 11, 2008. B. TESTS RENEWAL of this NIA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an P p y C. CALCULATIONS 1. Nine, D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTMCATIONS ADVERTISEMENT: The NOA slumber preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE L By Miami -Dade County :Department of Regulatory and Economic Resources (RE4. 1. None. the expiration date may be displayed its advertising literature. If any portion of the NOA is displayed, then it shall 1. By .Miami -Bade County Building Code Compliance Office: be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER . INSPECTItaN. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. , 1_ Compliance Letter with the Florida :13uzldzng Cade, 20.17.Ed2tzon, issued by Cast - ° Shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. a� This NOA revises NOA. # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, F,3, E-4 and f E-5 as well as approval document mentioned above. The submitted documentation was reviewed by-Helniy A. 1VMakar, P.E., M.S. elrny A. ma ar P.E., M.S. einiy A. Malian, P.E., M.S. ClHeliny A. Makar, P.E., M S. ear N c Pro uct Control Section Supervisor Pro duct Control Section Supervisor Product Control Section Supervisor � o i�7t� + { NOA No. 2+{t^0630.1rJ' Mo eca�iinrrr ��iii l�l'OA No, 20-0630.a I.5J. NOA No. 20-O'61.�.0.1 NOA No. 20-0630.15 Q XMIM Expiration Date: 09/11/2023 Expiration late: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11i2023 � +�$d�ma Approval Bate: 08/2012020 Approval Date. 0812012020 Approval Date. 08/20/2020 Approval Date: 08/20/2020 = m x Pagel E-1 E-2 E-3 u- ®- y, B O O fC C'V Y � N C c E a t1 U O Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF .ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. Nolte. 1. None. B. TESTS B. TESTS 1. Nude. 1. None. C. CALCULATIONS C. CALCULATIONS 1. Norte. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -,Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIC)NTS E. .MATERIAL CERTIFICATIONS }+ 1. None. L None. (V F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida .Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117 signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. CCS 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. O 1. Drawing No. F1JJ7��4612,y�titled "Precast and Prestressed Lintel Details`, sheet 1 of \�t Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E, dated March ,24, 2003, last L� }, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on U January 22, 201 A =3 B. TESTS 0 O 1. Norte. C. CALCULATIONS 1. Norte. D. QUALITY ASSURANCE.. L) M � 1. By Miami -Dade Courity Department of Regulatory and Economic Resources (REV. E. MATERIAL CERTIFICATIONS � Q 1, None.. O_ F. OTHER L 1. Article of Conversion for a name change. O co W OfIp� �y e, nay A. Makar, P.E., M.S. �7{ ,y E,,,� T7ryry g,,� 13eliny A. Makar, I.E., M.S. Z W Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration hate: 0911112023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 FRODU CE3%L 2 ERO RUC-T JYALVAHQNA9PQWt_NQ_U.k7UM I 11LIEC — I \C ZiT TILLIT TESTING S ENGINEERING COMPANY 22LIM-REPORTS; 6. MATERIAL CHAR A_CTERL$TLCS AN a , , D PECIFICATIONS; -WAT.,'FRR A- TUff. JR,: FA, _. _. - filte"W&Ohcorn Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on 4AI�, 201,203 as per section 1626 of the. Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), draw .Ing _,,FLR2,UCdt=N C�119._OMIV19 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-179. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc.. Reports # 96-569 dated 08/09/1996, 9,46-570 dated 0911 8/199,6, 26, ofPmduct Evaluation Document (P,E,D.), drawing No�, 20-176, PRODU , LUATION REPORT EVA #19,6-T30 dated 09/2011996, 'all three signed and sealed by Hector M. Medina, _CT P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10106/1 90 witness6d by Gilbert Diamond, P.E. and Report No. 7-11MITATIONSA I D OF UM REPORT NO.: 20-0720.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, � I P.E. and Henry Hattem, P.E. 7.1. Shall W strictly in compliancewith General Notes No. 1, 8 thru 14, indicated DATE., July 28, 2020 Tensile test report No. DCM-197 by QC Metallurgical, Inc,, dated March 13, 2009, on sheet 1 of26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.),, drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. , prepared by Tilteco, Inc. and signed -and sealed by Walter A. Tillit, Jr,, RE, PRODUCT SUB-CATF-OORY- Storm Panels 1�3STRJUCTURALIRMQINEERINP CALCULAWNS: 7.2. Product may be installed Within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum partle length Va. design defined on section 1620.2 of the, Florida Building Code, PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, -as well as maximum anchor spacing vs. design Wind load and panel MANUFACTURER: Global Pmtection Produds LJ& length based on rational and comparativeandlysis, and in accordance with section 16i 6 of the Florida Building Code. CA � Iculations prepared by Tilleco, Inc., 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. 4800 S.W. 61 Street dated 11/03108 and =12115, signed and sealed by Walter A.-Tillit, Jr., P. E, Davie, Florida33314 I 1,. RU "PSE QF EVALUATI N; 1 MMILE IMEACT MIaTANCE; Product Evaluation Report prepared by Waiter A� Tillit, Jr., P.E. (Florida License This it a Product Evaluation Report Issued by,Waltier A. Tillit, Jr., P.E. (System Large missile Impact under section 1626 of The Florida Building Codq� as per TAS 201 Protocol. No, 44167), Preeldent of Tilteco,inc. (Florida CA-000671 9). ID # 1906) to the Global Protection Products., LLC, Rule Chapter No. 6IG20-3, Method I D of the Florida Department of Business and 4.-M R ,l%%§IlnIk1Hf4N',4 0%"I;jR� N, Tikz %, 0�% Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind ,�;�� ........ V . , 1_1V " ..'��11`14'1-.,.�\ This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas Indicated on sheets 8, 10, 14,15, ;!!F I _ Z .. . . �� Z 44167 I. been verified for compliance in accordance with the 2020 Seventh Edition of the 16,19, 25 and 26 of26 of Product Evaluation Document (P.E.D.), drawing No. S �__ ______3=2Ti__ , - * -_ - M_-*�-:��* Florida Building Code, and to verify that the prEt.ductfs for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets a, 9, io, 11, _-. E _' STAlt OF At least equivalent to that required by the Code. 14,15,17,18,19,20 28 and 26 of2b, of Product EvaIuation0Qc;umeftt(P.E,D,), I , ,A*,W'�-A,�. .;551 _ � , _ � . 1 _ drawing No. 20-176. I/ 1 10,�,- "4010,-.- 11 1 W, ��- , .1 �P. CS, " This Product Evaluation Report shall be subject to review and revision in case of - , 1111141611,111E."A"111, a Building Code change that may affect its limitati' Fie ons and conditilo, 5ASTAULAT-110-Nt 0 I nstallatian shall be performed strictly in accordance with details indicated on 2.1VIDENCE SUBMITTED: sheets 3 thru 7, 10 thru 20, 23, 24 and 26 ot 26, of Product Evaluation Document WAPLL D;'i MTECO ADMON RECORDS � P. E. RFPORT�20 � GLOBAL PROTECTION PRODUCTS, LLC l 20 GAGE 2_1 FRO -DUCT EVALUATION-DOCU I I- "Q - (P,E,D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANLZEII STEEL STORM PANEU DRM 4 96470 %REPORT #204728,01 __MENT(F_ Drawing No. 20-176. filled "20 GAGE GALVANIZED STEEL STORM,PANEU', indicated on sheets S. 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 ,thru 26Eif 26 prepared by Tilleco, Inm; signed and sealed by � Walter A. (P.E.D.), drawing No, 20-176. TIllit, Jr-, P.E., dated 0�/28/20H, This drawing is an integral part Allski, 0"kiHillil hNfe, Evaluation Report, 'No011 I'll � k rj4 ,I"' :,gI�t�k I 1/,��, �, -A�'�Y`, N - T 441 "01 ,o�� ___ �?, r!" , .. I. I I , " � U ,* 0 % �p � �__ __ -I- �, EV " V,N� - I -1, 0 1 L� , 11 .. ... 6 ., ie Z "'. '. * \\ 'N I T -,K� --. - ,- ... ,Z Op * , - � � - 11 , , e ��__ --K- ___!_�_ ... S - .. . - Z __ � - ,No 44167 , = - 1___1 __ *. i __ I --T�-[ �.,h '< - ' � 167 = 1__� __1 . -1 = 7-- 7---, - *1 I . - "��/, 1 . I - = 01-EI". Z 2!L 7 2 ,or ,,*�= ';P��A_ � , ��! . - - ,' / ,_-t - .:*5 '. �Jl� ,.: I 1, %� � X- � � 2".- topi i4l, I I _q:, , S-TATE OF 's if I T;� -,I, - �, - � %0', ZORM ��* $ ", All - . " I S -,,?��6', . `0 I!&-, . .,. " � - � " . . Z , - 6355 N,W 36th Street,,Suite 305, Mlluni. Mori& 33166 - Ph(m?: (305) $71-1530 - WKI I I �,,,,, NN- *��,v -,Q ...... � iPY fitlt;ll 'Mol 1 M I oil I ulli'llo I 11 I I - MNEBAI. N=: 8 3) IN CASE THAT PRECAST VOW. OR PWCAST CONCRETE PANEIS. STUCCO OR WOOD BOARDS BE FOOND ON THE affiLaill" I EXISTING WALL OICHORS SHALL BE LONG DJOUV ,TO REACH THE MAIN STRUCTURE BENNO SUCH PANELS. I STORM PANEL SHOWN ON THIS PROOUC1 EVALUAITION DOCUMENT (RCD) 445 BEEN VERPIED FOR COMPLIANCE IN ANCHORAGE SHNI BE AS MENFOONED IN 9;1) AND IN S-2). ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA SUILINNG CODE. (C) 1z DESIGN WIND LOWS SHALL BE DETERMNED AS MR 5ECTIKON I 620 OF THE WOK MENTIONED CODE, - 1/411 _TAPCQN ANCHORS. AS MANUFACTURED BY OW BUILDEX, INC� FON A WINI) SHUTTERS. *IL4W=A�M AND - #14-10 PANEINATE FEMALE IS AND PAKUAA1F " ANCHOR$. AS MANUFACTURED Rr tLCG CONSTIAICTIOk PIATIDUCTS JU - T"M TAIT FOR , ,,,AP,EW,,A5,M-00J%% Sa, i 7-= SHALL INOT VIM,, (A. SO.) - 1/4'0 LAI SCRENS PER N.11S. DESIGN PRIESSORE RATINGS ADICAYM ON SHEETS 7 TIM i2 14. 15I 16� 19 & 20� - 7/16-0 � 5/6- WOOD SUSHINC� AS DISTIVeUTEDI OF ALL PONT SCREW, SOLT 1, SPECAMN 0, IN ORIKk 70 VMPY THE ABOVE CONDITION, ULTIMATE DESIGN W*O LOADS DETERVINIM PON ASCE 7-10 SK41 as MST REDLICED TO A�S_O_ DESIGN WIND LOADS BY M=Z THEM SY OA IN ORDER TO C 1) MINIMUM THREADED PENETRATION POW *000 Of 1APCON MCHORS, SHALL W 1 112' AND 2* FOR CLOD PANWATE PLUS COMPARE THESE W/ *kX (ASO) DESIGN PRESSURE PATINGS ON SHEETS 7 THRU 14 III, 15, )IL 19 & 20. AM PAHELM"'FEAKE 10. IN ORDER TO VERIFY 7RAT AWHORS ON THIS PEO, AS TESTED WERE NOT OVS SITIESSUD. A, 33% INCREASE W AaC%%I C,2) MINIMUM TKREADED PENETRATION OF LAO SGREN� WM ISE WOW FRAME LINO SHW BE � 1/2'. NO MWADED PENETRATION INTO STUCCO SHAL� BE CONSIDERED AS PART OF THE REWIRED THREADED PENETRATION STRESS FOR WIND LOADS WAS 901 VSW IN THEIR ANALYSIS FASTENERS SPAGNO TO WOOD HAS KEN DETERMINED IN ACCORDANCE WITH IND.S. 2018, C 3) MINIMUM EDGE DISTANCE OF LAO SCREWS- IWO WOOD SKAU. BE AS INDICATED IN THIS ORAW*C STORM PANWS ADEOUNGIF FOP IMPACT AND IMAID RESITT&Irt HAS HEN VERIFIED IN ACCORDANCE WIN SECTION t626 or THE ABOVE MENTIONED CODE AS PER HURRICANE 04"VERING & TESTING INC. REPOIDS SW-550, 96-5,70 a 96-T30 AND C-4) MINIMUM PENEPRATION OF WOOD BUSHING SHAL BE V&- 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM FENESTRATION TEVITIC 08 ING,, REPORTS f2032 & #=b , AS PROTOCOLS TAS-201, TAR-202 AND TAS-203 SHOULD STU = CIUST� AND I' MINIMUM FOR WALLS NTM NO STUCCO, AS WEUL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT 0219.01-00, AS PER TAS 201. TAS 202 AND US 203 STANDARDS, C, 5) IN CASE TW PRECAST STQNE� OR PRECAST CONCRETE PMUS, STU= OR WOOD BOARDS BE FOUND ON THE V�W)f4 2 ALL ALUMINLIOEXTRUSIONS ')D BE BOW-11 ALLOY AND TEMPER, (UNLESS ODO�RINSE NOTEOl, SEE SAM 2� WALL MOTIONS SHALL BE LONG ENDUC14 TO WACH THE MW MUM, RE 004RED SUCH PANELS *Qowx SHALL X AS MENTIONED IN C,1,1 C.1) & t 4) 1 ALL. ALUMINUM SHEET METAL USED AT CkOSORES SKAU, HAVE II05-04 ALLOY. (0) ANONORS SHALL SE INSTALLED FOLLOWING ALL OF THE RECOMMENGATIONS .*G SPEVfIGIDONS, OF THE ANCHOR'S "LIFACTURER A ALL STEEL SHEET METAL PANELS SHALL HAVE $7RUCTURAIL QUALM StEEI. ASIN A-453 GRADE 50 MINIMUM, C-60 CALNWED STEEL DESIGNATION W/FF. N.5 W (AMA R=M) S. PANELS MAY ALSO BE PWALLED HORTZONTAILY FOLLOVORE INSTALLATION DETAILS SHOWN ON -_'EMON 3 THROwk to (sWErs 4 WWGit 6) EXCEPT THAI WAGERS M * 0 SHALL HOT BE USED, 5 ALL SCREWS TO DIE STAINLESS VM 304 OR -170 NEI SERIES OR CORROSION RESISTANT MAIM CARBON SIM AS PER 0 IT SHALL BE THE RESMWISILMY OF THE CORTRACIM TO YER" THE S"ONESE or tW: STRUCTURE WHERE EHUF, is To BE 50 t�g VIE ""OMPA a ING SIR DIN Soale W LO SMD*Tp AND 90 kW TENSILE STRENGTH * SHALL COMPLY W/ ' "D CODE - ATTACHED TO VISURS P40PER ANCHORACL THIS SHUTTER SHALL DAILY BE ATTACHED TO CONCRETE. BLOCK OR WDOO FRAMFE SECTION 24tl�3.3.4 WALVINCS, 6 bOLTS TO BE ASYM A-307 CALTW#ZED STEEL, OR NEI 304 subts STAmiss SIEEL. WVN JG N* MINIMUM YW STRSNGTH� 10. LAC" REGULAR STORM PANEL WITH LENGTHM OVER V-S PER SECTIONS 6 S. 9 & 10 AND ALIETWATTA:5 W, I MOTORS TO WALL $HAUL. SE AS FOLLOWS " & low ON SHEETS 51 S & 12 RIESPWMITLY', $KAU �� READILY 14SISIXIMWING. INSTRUCTING OWNER OR IOAT To SECUK PANELS WITH APPLICABLE RIEWORC15MENT DORING PERIOD$ OF HURRICANE WARNING (A) 1Q_QqvpA;_22A3E2_c - _qW,,RU I I THE INMAL.ATION CORMFOOR 15 TO -AULK S80M ,OMPONENT EDGES W-WH REMAIN IN CONTINUDO'S CONTACT WITH AU R L - t/4'* TAPCON ANCHORS AS MANLOWTURED V 4_T�W, RUILDEY� INC, (M�h V..3407 pjj THE SUI to PqrJEW WIND)RAIN =N - ,/4* 4 ,I I/ -IN A""Ps. AS MANUFACTURED W DPWALT INC. (MIN4 I'3GOO P�Iil� �' VEX , .. , - /4 3/4 SOLIO-SET Al-WHORS. AS DISIRIOLITOD BY ALL POW) BMW. BOLT A, SPECIALTY CO, 12, STORM PANEL INSTALLATION SHALL COMPLY WITH WECsINDICATED IN NG DRAWING PLUS NNY SI ANO ZONWG REGULATIONS (M'n. F`C-30ca P�aL) PROVIDED BY THE AAMIDICTION WHERE PEROD IS APPLIED TO, - #14-10 PANELMATE 178"t 0 & PANELMAIT PLUS ANCHORS. AS MANUFACTURED BY ELDO CONSTRUCTION PROMM tiew f,_3w P_-Q 13 (a) THIS PRODUCT EVALUATION OOCUMENT (P-ED.) PREPARED W THIS ENGINEER IS. GEWRIC AND DOES NOT PPWM WGRVATtDil - ,/4 *0 OF TAP-W ANCHORS� AS MANUFACTURED By TRv_rAS7 CORPORATION (f'.-MOO p FOIT A SITE $PECIAt PRGJECT� 1.� WHERE THE WE CONDITIONS r"IATE FROM THE P,ED , -) A. 1) MINIMUM ]EMERZOMENG OF TAPCON AA4O,GF3 INTE, POURED CONCRETE SHALL BE I .�/A�-, 2' FOR PAWLMME FEMALE (a) COWRAL70R TO BE REWON54SLE FOR THE SELECTION. PUROASE AND TiWALLATIOR INCLUDING LIFE SWETY OF TIITS PROOLCT BASED ON THIS PS_O� PROVIDED HWSW act-, Nor "VA71E FROM tW_ CONDITIONS DETAILED ON THIS DOCUMENT 'a AND PANEMALTE FTLUS� AND ) t/4' FOR CF TAP-1161P AKNORS CONSTRUCTION SAFETV AT SITE IS THE CONTPACTW,S �.SMNSGA�v� ") CAAX-IN 4 SOUD-SiT ANCHORS SHALL HE EMSEDGED I/El' WM THE POURED t4tiCAM, NO EMEIEDWNT INTO, it) THIS PRODUCT EVALLY57TON DOCUMENT WILL BE CONSIDERED INVALID If' MODIFIED STUCCO SHALL HE 0044ITTED 114' 0-20 SCREW$ USOD SHALL BE I I/R' LONG MINIMUM SHOULD STUCCO I=, No 11 WwRim Km WALLS WtnH NO STUCCO, ANTS MAY W HEADED SOW" OR ALL T'DWADED SCREWS W/o HEAD, tlb STIT 9TWIt PROJECT$ SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR, ARWITECT WHICH WILL ej�'GNE THE BUT WITH WiNO NOT& ENGINEER or RECORD MaR.) FUR THE PROVEct AND WHO WILL Or RESPONSIBLE FOR FIT PROPER USE OF THE PX-M ENGINEER OF RECQRO� AGING AS A OELWAAD ENGNEER TO THE MI) IN CA% THAI PRILCAST SIGNE. PRECAST CONCAVE RAMS, PAVERS, S=tO OR WOW BOARDS BE FOUND ON TW PX'IT ENGNM, S'ULL s~ TO THIS LAMR THE VM SpEt;fFIC DMMNQS FOR W-'AE:Wr EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG INNGH TO REACH THE KOS STRUCTURE BOIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN kiJ AND IN A.2), �*) THIS P�E.D SMALL WAR THE DATE AND GRIONAL SM AND SIGNATURV Of WE PROFESSIONAL ENGINUM �i ACCORD THAI PREPARED IT (a) !a - Ln�� A$2L,;_-_Ws 0TO NPOGN ANCHON5 AS MANUFACTURED 13Y I T P BULUDEN INC. III SHUTTER MMUFACTUREF'S LABEL SHALL HE LMADED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN AGCORDANCC MTH SECTION 1709.9-3 OF FLORIDA BUILDING C=M ONE LABEL - I 0 /V I 7/9^ CALK-W ANCHORS, AS MANUIACTURM Of DEWAL7 INC (W , C1500 P.I.) 51110KIL BE PLACED MR EVERY OPENING, LAIRELING 10 POMPLY WO SECTION 1709-9.2 OF TNt ZZ , - i/4"o Sle SOUD-5.17 ANCHORS, AS DISTRIBUTED By ALL POINT SCREW, & SPECIALTY CO. fLORTIDA OU11,01m; CODIE (MIN, ,� -NOO P�.J.) - 144-1 C PANELVATE TEMPLE 10 AND FAWUMATE PLUS ANCHOR$. AS M"FACTUNED a, ELtO CONSTRUCTION, L_ � � �� PROOLICIS (MIN, V,_"2071 p,,,I,) , H1100044", A0 , . I - I/" * Or TAP-OPIR AWWORS� AS WNUFAcTURED By' TAO-FAST CORPORATION . ,-� I nq�,%' A -"A 10� ........ 5-S'. I , 8 I � MINIMUM EMBEWENIF OF TAPCON ANCHORS, ELGG PANEUAXTES AND OF TAP -GRIP ANC40P, IWO 14E CORPEW . ,-- ill I—- . -_ I RIDA BUILDING CODE (Iligh Velocity N Cone Zano) , -I--- _�r___ ------------- LN%� SLOCK L141T SHALL. BE I t/4-� _0 1�' I I.II, 0M ".104 AIC GAS z _' NO 4 167 I S 20 � E 4ALVANIZED SIM "M PANEL DIAM40, 921 CALX-114 & SOUD-SET ANCHORS SHALL BE EMENDOED 7,fil- INTO NE CONCRETE R,CCX OANT NO *. = =810M. , IN70 STUCCO SHALL RE PERMITTED, 1/4' -20 SCREWS USED SKAILL BE I Ile LONG MINIMUM I <2� �_�__, 0 MTECT10N PRODUCTS, U.C. "' EXIST, AND !I MIWIMUV` ton WALLS WITH NO STU=. -0, !� IV, STA OF _> 1111iao.-c \ - k". $1 S"EXT - am - til ... S _ E�4;�' 0#n. F, =I' , TIL:. '0% .. NONE-' tWelft-151A PAX BIIIRWW�Wl 20-i76 0 Dt'.... - ,�- OR :V-.U7.=r77._F S_- N" 11 �,,I - ' CA-0001010, -.I — I-). "W"'a N": �`Iil,o,'�E�At -_ I - --- �!,�,W,---'- =�n t�!-,- , f ::!! �- � , =, " , i - - � ! � I I __ I I = _F =i / I LIEC=0 m\c- TILLIT` TESTING & ENGINEERING COMPA - - _-_________ - __ _ - ___ WALTERA. MLIT, M, P,E. P-RODUCT EVALVATIM REPO tJTteOQ@aOI,CCM RT �I.P.T'T,I,N-N� 441.6' F),C,A.IAFlNlCN.0-"RJ9 REPORT NO.; 20-0727.02 DATE., J uly 27, 2020 PRODUCT CATEGORY4. Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE OALVANIZED'STEEL STORM PANEL - � MANUFACTURER: - PTQdy0A1LLC_ 4800 S.W, 51 Street Daviia. Florida 33314 I - E!URE!Q$E OF EVALUATION' This is a Product Evaluation Report"Issuod byWaltorX,n1lit, Jr., P.15, (system ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No. SljG20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in acoordancewith the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended AtAeast equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision Ili case of a Building Code change that may affect its limitations and conditions . I 2. BIDIENCE SUBMUTED: I Lk, A. Is . ... -1 . I'll, . - - - I . I .1 67 ", -2 I : I / ,- * � * 6-155 XW.36thlgtreet, Suite 30,Miallai, Florida 33166 - Pboue, (305) 871 - I - - 9.QMP-QNENTS EQR REGULAR & LIFE SAFETY MRM PANELS (SCALE 1/.2=1') --------�",----.--�----,--------- - 15.1w (TOT4 W0TH)______ ____,___-__-__ _,_ ,,---.------ : __ � ___ ______ __ I 5� I ear MAL WIOT4J_____,_____ - -1 ____ _ _ -12-5W (17FUCTIVE WIDI)il--,-----r---------------, � � - __ I � 4 f I � , --- Ir---6 1/4. -..----_ i . I _ - -_ IL2W I----- - -_ -_ - - i i ; I � 1 ,� i--I.3�. -� 1--I*o*- --I. -1 � �,N,sao. � . � "\ 5m, 1 1 1 r, N, � I LA, 15 I 1, , --I �ft' ^,, SOW WAIL 1,3ilv� 'J, , "' I , , , I I 1, " � - - �8 5 - -1, '. �' < r ------ I _� - � THICK W , , - � , " . - SAVO"= " I , - � - , � I "� �k_ _4 �__ ! I= 11 I I � -, 2 � � , 07, MOW AN lWaK ,Wmiilaq_�- . IN, " i � e6r ; O-an MV, -I%.- �, , , �",; I �" , 4b,zlitt .- _� - �1� G=1= 4m; �� \ I V 0 IOXIE 11 - �\#� ;\ " , 1 7 �W_ - - x. ,� .11 \ 1=W �*" A�-�, , I Trio 1, I 21 � 24�� I, / �_, "ODOI "' �" I '_* ' ' I - . , , ,-' _,MEC , op'o, I/ DUAP. �T I I _11E�OMNCD - .. , --tIMMED \ . $0 MIWA" , I GE \ - f EDGE > U-60 GALVI - ;e , N i .IT �� AIL A I / 4" .L III � > � 49.81 AILA__ � 7 I. — �` \_,�.A._, L---"- , �. L_ I—. .......... " __� I --------------------------- _�, - I _-, � - - ---- I—' -6,25O`--- --- T W111111111-em" 0 END =M PANEL -2l4r-- ,,,"�,�z, , - 11k_iW* J I -----,--,. '� L � I . . � 1 4 PASIS'END LAP. �,�,,� I'll .o,� " - L2'. '7 .125, , ,C� " " - 1 211871__� 1'tL %L "I'-w. ,11 im, '-? I 2A � I � .100, � - , . ."' V4 . W/ WAIVED EDGr '. ,�, 11 . i i ,IW 1,25 I - I - � �, - a, --, I , 12V -as, ITUI RIVETED ='w,m - - !- s, , � �, 11�. B I - TO' - - 1, : ,_� � i I I TO ANO �, *'Itoal, ,-::�-' t . F - i ! ,. - T1 �r LE a Mar 0 ., I �_, , - dl=;6_1 - I ____T 4W 1 , I I 12 I/F* mc, tz I/r C �._A mio, '� - - 11:L08" ODIT 2 ,- I I I __Ili - . I , - � , 1 .093, , ,.5ac. - 3.375' 14 ___�' ----I .500� ___1_-1 I 1 1 49r LMV "' Z , , I 2. . - r I /I - � 1 I � SEE 'on, - - �!!_ - - z125 .939 _� ,__1 - - :�w -OIA: - B�_�____� I - 5=. - , � L !"d - 1 ... // . 2.%� � 1 23�w - , i DETAIL , 1 j ,,,,,.A.& J I , - HEMNED,' I M 1, " - - t , I T,� ; T I � , : ; I- � a a, '37W I ; � I ,/�_' , I . 11 � ! f I �,, q � � " � -4 4 / A tx - I �( 111-1-- .J�. M"". ___11._1_ �_1,5w, ,.W- I--- -J . !ftu R. !,,, -1 01)4 I MFTRIP YIDLIM&A - .�t L.-2.0oar" -,--� I'll, '. 0 0 a __ ROUNDED CDRNM 0 ENDS OF PANEL's Are EW UP W/ HEMMED EOM (��) nl�_� (�) ou!�� (�) (4 ANGLE WH STUD @ ANGLE WM KT 9) REME STUD I I ----I VOWES ; I SEE DIET. i __ = - f-A 1/1. & 2/1. *-A44' .374' OW !L,' ,M' --1.750'-- ! T r ---- �3sol -C7FPX= ,I W I , - � I . r .1 . 2 �31W 1 L__ I -1 7-._ L--- -_ _ I - -1 2V , 4.4-20,304 s0lon � �,_j , to _ :�7 1 , ; i I F L-D, r_ . , vs, " RNETED TO , _,.� tvwt. "A" , , � I � 316- �A I _ I i � ei i AF&E 0 12 1/2* DO, I I I . �3+ � , "_ ,q _ i Aw 1 , 1 I AF �_,!�J � I f � _114 � 1114- f7 I � 110 I . 117 'I I r i .39or - . - ,GS2 ,e 4DO'll 1 . I- 92 __ 11,341 1 r , I � I- � %. I-01V � I as' r I IS: - T= D1__ ,W, __B_ 1, i 1. t - � � I � �, IV HOLE FOR I E'l � � : "Cea � 1 4 7SO` 1 LOCATION 067 iii�_ � � .1 I ! Q , i , ( Zan* I_ 1-- - t ; EVEBT PANEL OICKAP � L _? - I - ON, 'a", i " - -- 2=*- � "I I 7.0 00, (�) KEY HOLE WASHER I .sm *# -Tm) � � r, ma. _� (�) WE' TRACKANQL9. (P zzw -r mm Q) Ew PLATED . I'LIM. DW : , 00.) 11 l,Illa"110,14, MrA-= I '14-:0- , 44 � GALVANVED SIM , - - ------ -i 'A I � � , 0'11,,?,!II'..,!��,�,r\, � - M. Or I*% I 10- . A i I—, ; ,.I, !� '�)Ptwys -..T -*' , " . 137s'll, I I I O? I -`�' z � , 10,67�10 ; � - 2 � \ ! I- __J - - -8 I_ � 11. I .., 'I � ; � I - . NO� 4410t S � I 1 5114 e '*f f I �� I I . - FLORIDA BUILDING CODE (High Velon 1"WU cons Zone)l _-, ; I � 11 ____ NICKEL. 1 BOTTOM - � ! . I ME OF PANEL S , STAA OF . � & am Tflam At. - - - I � - �- '19% WING Aan I . 1-25 - 20 WE GALVARMID STEEL STORM FAIIIEL I .� 1 __=gsa- $� -,- .- � - -, I` 1�6 'fl� ft .125- N's- So". q '11� -^ R A� -1.000-- , I (�� NEX HOLE -" ��, ..-',+,7, - I . B/U" . G1.011AL PROTECTION PRODUCTS, U.C. w'.,, � K&I ".1 AI PAN �6N �- ------ / IILIE=F , "NO , _S,,�I_ _. " 0MVIMIRT 0 2"XZ'Xl a! 0ATIRM"Avy. USE WIND MR W/00T 11111111�iwl 11 iwtn a::� -, 9'.-Zarti., "ONS, Eamp"'I'A ,., - P !� ir, 20-176 ALWAMWA-ANU MONOWN: WSWR WV AMIDNAL e / �Fx --tow-AN ENM)WA_e,., . MA WIIPINN !_ CROW W =011-1-12 az VAevW-w1a.1m .UCII-7111-11111a, . I - I - - - - - I -_ I I I ,TROnUCTEV.AlA;AiL0AAVDRTN0- 20-4727.QZ 2 1 1 2.Z. TEST REPORTS Large missile Impact load tests were performed under SSTO 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709-8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01�bl dated 0311 1102 witnessed by William R. Mehner, P.E., Borriz Moroz P.E. and Henry Hattern, P,E, and fkeport No. 0249-01-09, dated February' 25,2009, signed and sealed by Edmundo Largaespeds, P-E. and Henry Haltom, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 2,03'as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.1111-10, dated Novembel-23,2010, signed and sealed byJurlio E. Gonzalez, P.E. r Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009 1 1 . slg�ed,Arrd sealed by Frank Grate, RE, as pe'rASTM 5-8 and Tensile Test as' per QC Metallurgical Report No. I OKMAMS, dated DecemItet 1, 2DI 0 signed and sealed by Jerry Jadofano, PIE. as per ASTM E-8. . 2.3-URUCTURAL ENGINEERING!PALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as Wailes; maximum anchorspacing vs. design wind load and panel length based on rational and comparative analysis, and in .accordance with section 1604 Of the Florida Building Code, Calculations prepared by Tilteco, Inc., dated 12J1 Bf10 and 08127113 (for this revision), signed and sealed by Walter A Tilit, Jr,,P-E, 3. MIS311LE IMPACT RESIS N ,!A_C�-� Large missile impact undersection 1609.1.2 Otthe Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LO-AN RESISTANCE, 24 Gage Galv"ized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on shoetsS, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5,-9,10,11,1$ thru 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. 24 Qage Galvanlz ' ad Steel Storm Panel has been verified for code compliance 10 work as a non -porous storm shutter assembly, as per SSTD 12790 Standard, _PRQD=JM9,UAJL0AXVffMTN,0. 20,0727,01, . , _ 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3,thrut8,12 thru 18 of 18, of Product Evaluation Document (P.E.O.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6i 13� 14, 15, 18 and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-176� 1 1 &VATEIRIAL HARACTERNBCS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D,), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of I 8, of 'Product Evaluation Documlent (P.E.D.),draWlilrg No. 20-175. - L - L N MA-T 1-0 N I IM Of USE: 7.1. Shall be strictly In compliance with General Note$ No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D,), drawing No. 20-175 prepared by Tileco, Inc. and signed And sealed by Walter A. Tllllt� Jr., P.E. 7.2. Product shall notbe Installed Within HIGH VELOCITY HURRICANE ZONES as definedon section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Prod Uct. Eval uat to n Report pre pared, by Walte r A. Till It, J r., P. E, IF to r1da LI ce nse No. 44167), President of TIReoD, Inc. (Florida CA-0006719)� ____ ___ , - _ _ _ -----. ___ - ___ 114, 2/4, 3/4, 4/4. 5/5. 7/5. 1w/io. 2W/10, 3W/10, 4W/10� 5W/10, 6W/11 & 7W/11 +6/5 _3: MAN__ ____ ANCHORSt FOR CONCRETE SEE SCHIEWILE ON SHEETS 6, & Q___ _3' MAX� ; I MIN, FOR WOW SEE SECTIONS ON SHEETS TO & I i I* MIN. � , ... . I I I 0 1 1 ; 0 6 1 t O�M�,(Z� , 4 - �=, - - rj,,, __11F1 � i -- --- ------- 1_______1_,___ (D (�) %f-T---- 77 --T---T- I 1 1 �_` 7-i-11" 7 - , I , 1 _ � I . � � - I I I I I I I I I . -11 .4 - � q��.(�)-@, @TT --7- 1 -, i I � I 1,`_�f i I I I , i I , I i � I I I I I I i i I I �- ""I I i I � � i � � I 11 I 1� ! 1 - I I � I 1-1 � � I I �i � I . P_ I I ; . I E I . - I ,11 I I I If i . � r �, , ! I I . X - L ED 'J H J , 1A �__ �_ '. I - _.-A - ____11 ` __1 ____ !--L-.- I- I 1___1 __ - - ilk - � "L' � 6 � 1-1-- � - . — _____ � - T__ - - 7 'V " I __ ", ___T_ F-1 1-,i -T-- I - � IF -T-1 � � I I I k I ,- � 1_ i , i - i i I , . , I I 1.itl;AQ I i � - I � _4 -.1 I - 1 di-- -1. 111� " _,�_Irl z I I -, -- - 1 1 , I I � i1a I tI I- , - 1, -I-,----- -- ---,--- I I ! i _� i I , I i �," -,, - 1 1 � I - BULTED PANELS W1 1/4#-20xl* � I UNSOLIEU PANEL- I 1� � � i I I M,S. SOLT W/ 7/8* It 31&2' � �, I - � i l�.� � I WHO I I (SEE SE-TIONIS AS I �, � I , NUTS 9 EA, OVERLAP i � � I APPLICABLE) � L I I I . 1 (SEE SECTIONS AS APPIUCASW I 9 I I � i I I . � I . � , I i I I I ------ � 1 1 i -, L-1 1, 1- _ �� _1J I I � 1. _ - �- - - -LAA - - � , , , ,i__ � � - ___ , �l , -- ----- - ___ - - - - 1. ___ - 11 ---- I_- 1-1-11- I- -i - --- T____.T t -T- - - - - -- �� , I" I -,- I- - I , I It , , 1 , - to I I , , ( I 1 � I I 1 ! � i I I -, , 11 � "' I ! I I I I 1-1 i I I I , ,T � I I " ,, i I I � � ; I I ! I I/ � I I I i I ; I --- �i, , L __ , I - I - -,I--- I I : D�M.4@,@-_(&_L6_ J.- �� -_ ,4_1 1 --- I I.- L-1- 10, - 14i, Ni- 0 '6J, . &@-G)_@� Cfo-r - Wi I - ... ��.,. 2 F 101 JR A I—- ------- 1- , _,_`1____ - I I t 3` MAX 3- MAX ; - . - 1/4� 2/4, 3/4, 4/4. 5/5. 7/5, 1. - I MIN. Myc � Lo.-, I 1W/lo, 2W/10, 3W/10. 4W/10, 5 . r . ,/ I SwIto. 6w/l 1 & 7w/i I 1 � --�-------.--.��-,-,�-,-"---ANCtiM� FOR CONCRETE SEE SCHEEKILE ON SHEETS 6 & 0 ............. ----.-,-. -.- __ : WOOD S SECTIONS ON SHEETS 10 a I FOP � 11 NT.S, 2.67, 4/4" M... GAP PAN. 94W -1 W,GLE VAUM � I I I �__ -_ 11 � � : - - , - -_ - - - I I 7 I I /'W'\ -1/ j:/�— �V—_ � S,;�;�, - , � 10 . \_/ IAAVV.� I I i , i L ......._', �_1�1 ni � , . EN *% FLORIDA BUILDING CODE (Wigh Velocity Hur Cana Zone) I . % S ,mmat vim W. 20 a" GALVANIZED STEEL STORM PANEL �P 2 . o 44167 -.. I ? ,* DRAWN ill- . - $Ere I IQ N--A----A-1 ** * - .*=- IDLOBAL PROTECTION PROIDUCTS. OAM NIT-$. I" , E - - 4 ___ Z � ..a tic. w/ft0") . ,-� , - �___ - - __ __ �_ I,- 13M , OR` .-, � 20-176 . , �4 " ft�. fAt ail. �, (9")OW-Tait, Omm)uo-ani? .Q;z -.e& / -_ I —, I 4 t!� "I'l""4�111.1111'-.AAi";--Al�i- �1. F"T. , "I . -901TLAI � � � � i� .- I I _41, a) a) C_ Cn -0 —00 > 2 a) = -4-- .6-0 =3 _0 (D III_ a) a) ca. 0- C 0 0 " = .— EM co -6-0 0 -0 a) _I._, a- (n - a) -6-5 = a) =3 -0 CIO 0-0-0 0 - Co -= — 'W C= = 2 — a) �9: M = C) .0 -6-III C13 LL- L+_ 0 M > U) U) a) L_ -N-0 CDL F II— C'nu -0 110- . C -+C-U Cn 0�. < qV17; R C" C%4 a 4 Z W mi 2(:�. C, t; C= 6 C;L C= CV) = M C14 -= >< _; = Q_ .T - - " 'I _,_ ch -CE 2 'C '4 -T Ine. - 3. . 2 W GO , W -- 5- = 3. E ,= '. W CD - -4r C= U - - 3: 3: M �; . W W - :;, = = ::� = = -M 'n = = E 2 = &,a_ L3 _ 12 ______ -,----- INUALLATION QUAM Egg MULAR PANEUCD A; dA fm Gam MAU Em IMMLLM h Pon axwE r INSIALLATHM QUAILS FOR REGULAR PANEUJ� INUALLADON DUAILS FOR RMULAR PANELSCD INTO EX15IING POUM rgONCRETE OR CQNCRETE 13LQCK STRUCTUR Q2KHM I= OR = IM EX1$MN_G POUREQ PAQL4CRETE OR CONCRETE OLQQK 5-TR!JCTURES INTO EXISIING. POURED CON-CRETE OR COK ETE BLOCK RLIMRES .. I, �w MPAIM-Wr !N%W10, 00"01.11: AOCHORS � I , - I It'n-"'Ve " __ YAWD FQR EN& LIM AND E=Z HIM MN 8M $)M � RZTE PLUS OR a (SEE WNEW on 1, WiAN rpl.r, Fiat a LE ON ; SOMME ON SHEET a & 9) DIM CONCRETE ---.,------.-- ANCHORS- ;OR CONCRETE SEE SCHEDULE ON SHEET 9 _ . -- %an a Klaxic" 9) _,.j__ I* I RED CONCRETE USED CONCRETE: -, FOR WOOD SEE SECDDNS ON SHEET 12 (M Oft - __r _?R CONCRETE BLOM � OR CONCRETE OLD" -� 3, M...; CONCRETE ANCWFS lilROUGN 2) 1� - __l I R � 3, i a ciltO`" � - a. ,�4 � R CONCRETE BLOCK f Me 2.57' Cn -1--i OQM*M ANCHORS a Io k --E.D- CONCRETE AROTIONS r-----,-- - I W,W41 I NEWRED I REWRED I RECU"ItEh 1.14, 1<4 (�) I 2 0 1 (MRL QARIAP� -1,I**.V �IAUEO I' Mi. 1 4 i '_MRS______ _-�W" I a= � Z mclarit mvims . L � 4. 4, www. 1111412 i i I (W Scaumir ON I ; �- VA I I Q - I vem a %VIM 0) � - A - - - -- ,I, I . 1ffirr 4) i I SHEET 9) : I i I I - IK I I I . 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Q; _-J`E4 J-q= 1 Z��:\:��,�N'I,f�.-,�� , .,:, 1--',.-',�,� k I— - _W V05TING Pam I i � �1,11111`1 � iW111F="= , I I ! OF 'L' ! I a I q s6% , � I L�, r I CONCRETE oil t "C'��, I I I � - i ; No, -1 . � - - - � � . "' -1 �' i ,,, /` i - (D MAX : L , No : FOR CONCRETE SEE SCHEDULE ON SHEET 2 I I ", I � ro� 1�' , "I ,,� :111�,,�_� � � � 1 =3 -11 '� , X i i W&PO � "I rz i ! -a i ----_--ANG"G" FORINGGE SEE SECTIONS ON SHEET 12 _-_" ---' - 46--j i 1 939" ,., IlL o "I$" ! , - - J MSTNS POURED.,, PI, I ", -,- ; - -1 - I � � I . - I-,-. - L I -- I ,-�, ,,, MUPA , . L�y �20 . 11 I I CrEg, �','--1 I --- _____ "MAho) I 1'11� I . . ! : -U � ; . �'� I ' I I : 1 1 CDW,'VL ANCHORS � __ , , .-. - ,., � � L I `� r- -0 , " - , - __J ' _ _e' * � -E-F� C011CRETE BLOCK i i I - I E,� * 1 �, j;�r r D. Er ' _-, �? ------ ,M_ -, COWC101 � �Q4 A& a. ; - , , I—! , RtOURED, I 11�1' 1/2- 1 . __ =-.Nl- .� � i ; - � : I 1-11 I REGUW STORM E�ft,4 �4�MT� - _-, L". S� 01060V CDNOREFE ANIXIAS ,� (�� i IF . '_--O-- I,Wmm. I I _,�'. I i .�l & Q ELEVATION � /Sw - . _ ., SHEDS * THNouck 1) ""I � __L____A_____ ._ i '-4 �- B �/4 1 - ,IW_ , 4 1� . 1. I � F -��,' ; � ! SCHDOX = SDERU OAr (SM 9> W SCHWULIE ON" . 1416V I - , a I NII!M W SO An, Z=,. � 1 ,- 0 '. SHEETS a THROU(IR 0) �� I "A I , , , , , � 'Ir .,t . � I SKM a 70L 9) � I . - , : i . L � - 1_1 f L , 1/4. WX_ w * I ,�`�-,,,` , ,,, i Ls� - , - �_,* �, `��.'��,,,' �� - I - — =F I * I � i 1 )w 11" i I CONOTET. ANCHIVIS - ., CZE I RE. I � � " , I --(,-V -, - - - - - I �, . I - �11 � . I. . I. . I. WITIZ ON .. I i _J____ A .T , I I 21or - - 0 WAW WQUNrnMQ (p.m.) =161=1" a)- �Nl .... - ; I `F i 1/4^ e ; � i , I I , , � . , -f I _I OANI 0~ -� WHOLE vALL" WALL 11194 OU"Na ALtER" BUILD MOU"A . I Iw I � ", , 111. i " 141'70/-17 ", � ::: - __1_1A '7�_-� M a- � KING I �e ", 3; 4V 55� BOLT (91 5 X Iffm SEkEOCPTI A I 7A- - - 11-10, , �, i � , I ! / 21)� - - - 2 � I 1 - -- . � � - , - - i I � n � : , L DIDE SCHEDULE ON - - - -, ? - - �___:___ � 7 - �__ _-N, q -# 1 � I H!M,j , im,�,; SCALE $/N-l* Vrw' SOMME 3 .1 _N". %4 =r1"I"_ "Ll �* AD , me A � � 2 O_ I ' CONCRETE ANCHOW5 S��, �__ - _�_ I tl�A I 1.. - ___1___1 ... J � \ - = M . EONCRETE ANCIVA's : Ile W,t�_ 0 (3) I— - I __ __ EO. - EDGE OWANCE � 1 Me& �___= ANCHORS SIAIXERID) � _ 11 [SEE SCHEDULE ON � SHEET 9) 1 <3 , ___w MVING ES . 1/0' (am SCHEDULE ON i I I V LO. 1W AT NEW I* WIDE . VARIE � Pao � SAW 9) (SEE SCHEDULE ON r �- 0 � SNWI $I I ___e - I C I � "L�ypft) SPUN C= OR i M MCI,= =NF.M. * � TACK ALL% TUBE OR 11 ' " , CaNan, =m " am) Cn — .0.90" L--- - � costl STUCCO/ PT WOW PLOE SPACER SHEETS a ''I I Nil _--agge'n"M OR ___� SCALE 3/JZ".i' I BAN �, I OCK ,C GwIm I I I I I REOUIRIED L. M I / * NEW I' WIDE . VARIES . 1/8' I ; ! 'l-V ROQUIROD I I I SIMIDUS; , �, If I I AUM. TUBE OR 1* . VARIES I I GE -\--T 'im. ser, A - I (D I i SHEETS 6 & 9 , � �_ ___WoDONG . 1-4 � I , , a & 9) 11 NET= OR i .) � RECLINED I 11 43 1 - . �, .71� ''i� i _/ DIR9QT OR W DIRE" � .. ... .. L'M le I 0 i Mv PLATE SPACER I I _AA DIKU 6"'R "LL mouNTING moukim M � � 6 MQUNTING �, I � 11 - ; I INSTALLATION " i 0 9 r L / - 'Top & BOTTOM MOUNRINGS W BE 11 ; 12 I)r .C, P IOP & WMM MOUNTINOS CA14 BE . � I COMBINED 9,1 ANY WAY TO SUIT ANY 'EMN, ,O)ftl"ItINN �_ L_ I n M" i C� , N4 " �__ , , I I 04VALLATIEIX� 11 SCALE 31) 0- 1' SCALE 1/8-1, I V WI/., ,L- CONCRETE ANCHORS 1 PLAN) I COMBINED IN ANY WAY TO SLAT ANY �', .,, )qli, 1 ISIX U19 UK CA, � 41 SM.F. - , ,,, l Al 0) , � 1RAOR -", __ W i��tn!�11 I!q p . /, 1, tLISTALLATTONr I I � ! - , L1XI I lf�41 N� , =3 - L I _ 'Ps, I". - 41�1'1\1\1�\��_ Z, -� -`�,-` IIXEN,�`.- VA I i � I � I ., � NN��`30f`llf,3_111 � 1 SMSON) \ ,�,'11 I 1'1� N I I \�iK_ 1,111-1 tz , T11 � V. r! , I f I �1, " I I � I - ,- -.� �T� . I ,_1 %, Cana Zone) 0;WanTE*`cNM0__ .* ' " i�,",� .�: � FIORIDA BUILDING CODE (Nigh Velocity Nu I �G W SWIM Learn, a V, 7" CEr1v.:%-4-. FLDRIOA BUILDING, CODE (RIVIT Val!tt urricooir Zone) � * k . - FLORIDA BUILDING CODE J1,4gh velocity Hu Cana Z..*) .f .. IT I I 1. - . I - , � - 1. IT g=W_RE!'"1."' _-� - J. 44767 4M =�RIXAE I i/2'AAF, � Wa=var -�"` . 1 AM TIVECO, m _* .1 I, I %L 0100 1XIM. WI1 20 GAGE GALVANIUD TIM VORM PANEL I.P. < EQUIRED. __�_---__'D__L_____ -14, -3 *, 1 S emil Tum W. 20 GAGE GALIIANEZED SnEL STORM PANEL TO. ... a &,) 31 IA.. 1%,Ws NIixA,,L " No 44167 " 20 GAGE GAILVAIINZED SM SIM PANEL TP, I : No 44167 � , . PONM-M Aix"M :\�� * � Z CANAN, BY, ORO" my, _QE_1L0QN51 = : . - MAIN W, Z -*. 'J L - - *. , %-a,. - * Z- I I -- -- SECTION X-X S 11 I - ED. - EDGE DISTANCE 5 . 07M/2M , - 7,F . - . �, I - OATE. j�-�5-.. 5 -OIL-' - _> OLD S ,. _1� CLOUL PROTECTION PRODUCTS, U.C. 1ATIL, onto - .- "M SA Ill SUM111 DETAIL EQE AU283 REQUIU& me QR , / IL ECOtme. NAM &Ie. 51 MEET SHEE- 9) COMERNED IN ANY WAY TO SUIT ANY S�% 400 S* $1 SIRE10, Z C13U G Asffiq�xm I—. __ ,A= TIE50414 & Malcolm - 4 -1, 1;0�,-. � olk t N, M Aelt, FL =314 0WAILLATION. - . 11 Iibr,1__4# P� zn,=ON .� - X� SCALE 3/6.,- I; '. C__);*�_ BAL WE'. - I . - i=_ _____ 0) �,� 11�50* __ owahL mTEcnON PRODUCTS. U.C, "/z"Mo PROTIXTION PRODUCTS, LLC. ' ,SEE SCHEDULE ON TOP & BOTTOM MOUN,nNG5 CAN OF "- , , - / 11-ME —C—O. _.- \ 0 /fTILTEC0.7 \ .1'r 20-`176 - OD', 1540C. FIL. =14 _..%;.O=�� 'A iml RQUAIIII-IRACKIL - ., 40-15,t,w, 05.Nol-sm -17 , A% , 20-176 . 1 � IW, 2%. mgm PHONE- to lov;-IM, W _1_R _ __1 20 I � Zm PNW- (a .-,-- - C I ,_ - PON on IN" " �Q 17, - IA�E - 1. " - ,.1 V M_ .1 ;RM - V - � SCALE 3/8-11 %`,__,_,�-�,,��I'i . *.*."11:,: I/ < "tw"r 4II-0001019 CNAMNQ W! ok-OD0019 ,n_t+ � It.) .1 -VA* owmwll�l II7111;,4111 0�,XlaeTlg W-ioL � I 0A, I- t - r - __!��, , f Aio0W"`T"""`/"" ,�,� _`V!, 1�, M M ��U% M . WALM,& I _J .1 XALA"11OWAIME �-_�,�_ I �`*.'0I"�"cN`MU- 041 ,W WM4 KIT -_ ... "-MalM. L, I i � t::�=-_ - - = . JJ1 I . vim A O, ,14 I ... irok *� JP �_ - I I , I ___ :�l -4 - E�� d. a - SHEET NO. SH 1,0 ONSOW 4 YV1- AND FLOOR MOUNTING INSIALLATION FOR SPLIT PANELS 0'�4Y5NEd :N1 41 '11te4W 9Q1Y5 'A NDL �• k t� j Y'+xlrfa•vR"-E' R"U'xa}a'aL'-Y F-�- Alau ANCF -'•t i .�"r:. Nwn aft SANER 5 A PI SECTION t SCALE 3/0-1* T F 4 1/2• ON, ED, -ftIn otoOt m 11F ♦mu . -JSb PAA N¢Ri1M - maT-m guar { �NmJtF dd arm ME:7 Max. sS. cYx �Pa.0 Y �N AAtIA W C-Q' 1IOx. NATi 4�iNa+N�4 bk �Oadby..'aR9 WpNI@ -------- § t SMIpMi 2 A M SUM % 4T- 0a{"A" Dim of NULL lcm SCF FDULE Mai "� +.ro1wu dOLn A Nor. C �' 2) 4f16"A tAPo6li':. &I, w. ICRAOa tj4` R R/ 2 rura e� MAA. MUUm SPAN CFO) * REDUIXIED E l TUBE SRO"" '• ? f-4" 10 5`-8" : 2'. 4" < Ile I TQ 6'-10" 2'. 2•x i xti' 6'-iw TO W-0" 2' A 6".x Ili' • WP TOARS VAR FOR AS_O,S200ESIGN PRESU €E RATING fd0 DF�,.41 NOTE: MUtt>ON CAN ALSO BE RtSE+L1ECY WJ4 STORM PANEIS 9N TOP 0R 60ft0M bo THAT R >g LOCATED AT TOP CN WrIDM OF OPENRR;: (ONE PAMIL, OPENSOC WI TUBE Top & BOTTOM) BUILD -OUT IIJSaU 1W WA1 L MOUNtitiG 1131 :AIM ALMNA7it+E ,2,W $CAL6 Tile - I* 1. INSTALLATIONS ARE. ONLY VALID FOR BUILDING% WITH A.5,D. DESIGN .LOADS UP TO +55.5, -72.0 p,af. AND PANEL'S LENGTH UP TO W-B'., 1. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL IUNTtNGS CAN BE: WAY TO SUE!` .ANY SCALE E §f4.41° A. S?YAAETE $lHgatOk` 5 � WOMMLE CN ITf.SLLN " FAR ii(iUNTLNQ WALL A FtDOR ►IOUNTING IM61WAM - ALTUMME 4W iNSWIAnONS tyliFBOM SW (SECTION AT TOP IS UMM TO +55,9-67.0 MAX. %4Ei 1/4` > 1" AS:.D. DESIGN PREM!E P✓ATBNG) Aia'.o altt 8 OYA uawess 4wArr k+aMtA "WPo°®QA1Ma Flow lioums INSIAOUAMON - SE(MN MAIN CONCRETE ANCHCRB CONCRETE AKHM /(iR CONCRETE kNCHM: SEE SCHEIR" ON SHEET T4. (SET SCHEDULE ON ., (fiEE SCHFOutE TOA �. :�3.y FOR WIXm SC,RTP. 5YE SECa10N ON S!&'E'I ib seEr I " M4) ?, 1W%15 D specnsO �' F Mai 1/4 WAa 3/4 at 4/4 T, 2 TW115Fit _# _( ti, RFNC ♦ x a 1 1 sore °^ No g REBUI§IRSOFmArTr �. (-,........_»...._-.�_.. 4� ...LL_T _�._.._«._,-..�.. ,.._.,.. MI (ii(( I i r .., 1 SCHOOKU ON-- + I t t 1 i. 1. t[ i� i_ 1 # (vNEERigt P j 0N€ELD9R PC rOj 'INTERIOR (EINO PAFS41 ��. €I,•.- t9 E =WA" on-@; ,IE,F�QR Ia1 SS p 'A': CLASS- (OiD RhMEl) I T9 L > MOT 9 DENY gO SRao 4 12 ';IT' Q.C. I t/4^Yxt° MACH :. YSJ 1 410xt' MALY/NE 3 NR,.. T1/ 3/ a .'RAdlfS $� 5ID` 0.ry(.�C�ApGE ii - - FO t2 tj2 4 �• iGA>F' 6) 'U 'VS DOE DET tj14) 7. g. 3Y (SEE I, 2jt4) � 7 '"� .., _ . ,.. , .. ,. 1. . i d 1 1 i TiW4M1tE loG1%BT I AT ENO PAN I { 4 `r t 1 _,r, i3EE j f I A u of i 1 2/ �#,. TFWeME t:OFATfDN " � ) � I � 9EtAns � V d �6,=. t S� slt4 F'[At • j I i OR i OR CONCRETE � I BC9ClC 7YML , REOCIBI£0 ? � ` 7 j %4 2/4 2A/4. 3/4 CR 4/4 T+ 2. & SVa§/15 do 1W/15 OALTERNATE•DCELIFE Sun PANEL UFE r� LOCATION OF 1 NOTE 18t1QtV} SAFETY GAVEL .- ISM ( W/o RE(:t1LAR TPAOKS .(SEE NOTE , CONCRETE ANCHLTRB i"' ffr ...' FI'". ri..s."-. ."',.,.;.,"°y°:`. EIELOWI W LAST PANELTt�'.iO BE MSTklt.LO A6 ..Jd'� . , ✓ . �s' a. Y LIFO 5AF£Ti.3tURM PPt#L.9PEWLNO SLL. SC91 - . x. Y (SEE EC€RE ALWAYS W 'TK-A7C .:,. : 6E.PA0L7) kANdN.E SWEET 14) ._.:,. r.. I I ... CCH921 A'!� I.C�av- 9>E.3.'.�J. L.S I9 PAO 1E..IIM.T TIW 1 ... � C#a$ O.RA AF,IA f PoUREp Cm REQUIRED RECON1EtA . '. �A��rj 79 BE WStAtifp R PRCit �"T -^ rJ E G41 ETADVF.O INSIDE -COfNJRTE ANCNPNS it� OF STRU0n1RE. YATION SCALE E3j32 >1' TI IN TALAION WALL NA�TN -- SE TION 1 scALL, s/a' . I` - SECTION 2 SCAM! 3/4' j4 uoi. wr. 0 o°R T � 1 + a/r N CAP FN%bFT'�Ft �.-mKTY.,p 4'3t5TlM PiSNT� 1iN iN!aT•�,:aTkEM'.. -.: ":. . .. .....: T. LIFE SAFETY STORM PANEL CAST BE LOCATED AS AN END PANEL (FIRST" CA LAST PANEL) j OR AS AN 1NiERMA PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). �i PNIw [,y, TEVA+[ TEE Tin ,) a AT LIFE SAFEii PANELS MAY 09 UAY NOT BE INSTALLED AD AC£NT TO REQMM-AR PANELS E317A (W/ OR WIG RECAXAR TRACKS.) SEE NOTE S ) �+�A�s+� ��+1..�� 1-8 �::. (� 2. LIFE SAFETY M PANEL: Ci0NSi5TS Of O.039`. GALVANIZED STEEL STORM PANEL AS SE l'.IVJF�„-_*�. 8 PER COMPONENT S14EEF 2 DF DRAWING. so" 3/32--I- THISS PANEL ITSELF TO SE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE, 3, UFE SAF£TY REQUIRES TOP TRACK TO BE COMPONENT �& BOTTOM TRACK TO AAp4HlnE§!n}tlfry�`,��+. at COMPDH A6 PER SIAEET 2 OF THIS MAWING- �,$AY�t(,�` ...... j N. yt ''°• 4,� COMPONENT Y RE. INSTALLED WALL OR FLOOR MOUNTED FOL:LOWTNO SECTIONS , 6 ? EN 2 ON TH15 AS WELL AS DETAILS I k 2 ON SHEET I4.. D`� 'ti�'1, I '+ y t 'c FLORIDA BUILDING CODE (W t VelocHy Hu cons Zang 4. Min. LENGTH FOR PMW0r � tS^., DDM �j av_ O. I: 42C2D TCU3, WF M N. AAICHO;3 SP LNG` FOR OOM ANCN9T"iE AT QN IS DN£N LN1 o Ac PONENT � ii01'F 20 GAGE GALVANIZED STEEL STORM PANEL 1$oWW, �, SCNEOULES # iM 2, SHEET ,#. 'k COMPONENT 1•MRY BE PE"RMANE6r OR REMwABL.E- • •: A'(" + 3 S. SEE DETAILS FOR INSTALLATION ONTO WOOD FRAME aUiiDIN65 ON SHUT IS- ' �'p GtaSlt PROTECTION PRODUCTS, uC. ppE; P i NIA IL C V LpC. ow S.W. 31 MEET d. SE£ SHEET 4 FOR DETAIL APPtIErrlaiE 70 THE NECESSITY FOR THE INSTAISAT�N Of A/jAA Sg 1. t A nlln xNr 20-176 A AN .wK.. �>. m M+oam wmm�, vl. s4gIE (iieO II545. Att4342?eld7ot a(� SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WWD BONDS, II7/N N4M �' ax xv Pn.4no .y.+a m tuNMVq Na: ui-6eparao WALiR A. T R., P.E r. +x•a4a 4 ,. .. P-E. 3ETifSAOIMnRWI1M'+TE, *wm or Tat A%Ub OFWY pop PFTAELN.i5 A/iA Imia AAI"It As Pm SkITRIM& t THRIt In r9N +G PF,1t A Ai 6 At pME�AXa1FJMA#.P. MTk4D .7 TAex. LENGMun... (aces S OTIONP tO c i m MOM . TOO 456,A,.--12A r-a^ OR LL'SS 2 TIN' LalmaaEn I TOM a A 7 Fb6.6, -720 Y7'-D` 1O B'n1C LA2K• 2 3I4' LOALOLTEO � t TM]Rt1 .y A 7 2 tj2' itTl Aw -•..•Y..it +.ae. -4tL0 12'-4` HNC 1t5s I * i f2• • ALNERIAPS B: $ A 40 ' 9MTEo W/ sj4't-7Wx= S.S. 1LS 4 WNGWIT AT LWLRIR 0 04111.001111 OF MCI NL1a &LY FOI Pmasnt7a QiA imum- ATKIIS As PER swnms 174RU 7. ON SREETS A A• 51 Nine" AS.4. aftioYN dmNM ARG 6PA xM6 FDR EO 3 If2` S , ! kgANM FANU ANYOF INN N 1 Lamm % #+1. : i TAPCOMC. CF'tAW-oRIP GLLN~•W P.rN6AM'I'E §74MLC 10 - PANEtMKTE PCtsR 70 cosc r, OW 10 To 004CRETE CO0-0ENCRETE TO cokamO TOR 6LOCR b• d§}A VIA N/A 9` N/A tl` AjfS 6' lCfk 1 t E" NIA kJA N/A 6' NJA 6" AyTA 6' NIA .2. {ice} 0' NJA NIA . VA e N/A d�' NjA b^ H/A _N/A 't (wnw.- +55,. -72b 6' A NfA N/A N/A d' NfA 6' NIA 4' ! d: s iipP) 1 i'-b' OR LE}.' '.. - ON €£SS d' S W4 NIA 8`... 6- -. 6` I` d" 6` 1 (6ortom) 6' NIA WIN N/A 6' NIA N/A 6' N/A 7).. p' $" Tilh N/A 'G. 6` 6, C• d� $` 4 A 7 CFgT1'.0M} NJA NIA L2 TJ2' $ IJ4* 12 lyr a Ile B 1/4" 6 t/41 6 1/F' SW 94EM t0 A It FOR ANCHDAS h'PE A'SPACM FOR 0ARRUARWIS 9110 WgOb MOW (AOCDIRL MMOkARRNNmDISTANCE An MWATR N 1WSCISDIAL OR E.tt, =5 1HU5:"ACNRI BY M ATI "40 SPAC�0M10��wow ON EiMmiE BY TTN, PO, 4300 F Am THIS OPIWID" 10 !O PO6$IdLE, 6P..r..., wou LAtA10 FACITAA _-Wu Not K LESS THAN MIIAAN wM*Ao mickim TOR two ANC W TIPC AT ANCHOR$ =00, AMiWOI Tm 1/�"P TAPo,,N �.: _...!-/ -t_,. iP W.� 1 4"a 4J4Tr >� 1/41 .-*..:. tj4"A . Un ;.t*m stAmmG 0.4 3 3 1 3 A 2, j2 3 x as Nni 1k ib :M1?I ! 9 Tfk 91j7 4 3 f/;. ATA&K tL1� (TRINE': 1 tn• sa .3F q 1 Tw 3IJ- i,W � tm iA0 a ►. L1 "JOIN* 1' SEE "SClff.W S ONSMKF! 6 t IT FOW o oLa45_ ' T_ Systg/3osA 1 1: 4. 17 1MIY 43 1 { ( t '^t.T$ J L1mM ------ C tYOMoiH d' P1ATE SCAM 3/5-1^ LITOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WTI§ A-S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-11" 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. Wj SPECIFIC DENSITY OF 0.55 OR EQUAL. TOP dY BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. STUDS O EVERY OVERLAP 112 t f2^ O.C.jj TO 1{OLD GAILEL C/4 SEE SEET£RIOR PANEL�- -END PANEL �OR-ttN y SCaimWi $t .3CMEOU4E %t i -^- 3'. •.. FOR Matt, •FOR Mbx 3 OR DIRECT MOUNT SPACLI�EaRO Sp 1 DETAIL `i WALL MONTINO It lAINA7 N t<L4 P CABSE T SCNE12ULE i SC+WE 3fi6' > t' MAXIMUM A.10, 12ESIGN EREULiRls ULNG CR sAft� AND AT 1, FOR INUAUXIONS I = CONCFtETE � CO]y�R��F �_LbC �G7URF �aLLE..i€ t ' �i WL3YML.3d4!!r� TOP � aDg9M W� r a_ .� a t I� ND• NX*IhIM AS.O 12/PCUH � MAP-L4nP TAI1C -3N P NAYM4TE Ti}MI,E U fA14TNAtE i+il[a APPLICABLE TO DE31PM PNFSSLIO PA O t. To CCNO#ETE M[aR M _ � EoNg F: CONCRETE 9LODKCOWAM - C.. LT'E B10CN Z4. E jE Ca An RLDCR SECTIONS � # t T1WAt EMIDMUM PrMO-. LENOTM ti GC) 6,.. N/A NjA. N/A ... 8' NJA 8` N/A S° N/A :I * 2 (MOP), +55,D. -72.0. 9" 7' 9'.. 9" 9" I a" 9" 9' 9".. 9` 1 (BOTiOAt) 5-0` tSR. [ESS 6' N/A N/A N/A 8^ 1 N/A B" 1 NfA 6` 1 N/A 11 & 2 (T) ? +5 . -72.0 50 e" 5' B' 6• 9" 1 i 2" f 9" 9' 9" 9" 1 LROTTO#i ( ) 5 -C" TO 7'-6° +SS 0 -72:6 N/A N/A:.. rofA 6' N/A B^ 1dtA 6".. N/A i de 2 (TOP) -:7`-G' TO a' -a": $° $".v III BOTTOM immemuY AS.O. f1F5I}M PRESSURE RATWC : fSNp A bt>f` NO,tNOi TOP OF A14YET p F {STIq A 3" I*,, FRON 1 Of AIntF) APPUONS � TO& SECTI WY C�WATIO FtAiDMUM P LVNDTH TAPCCEIN CONCRETE CONCRETE Dowlim +49.2 -614 3" 3^ 4 1 2^ 4 '+/2. 2 (aaTTOM) 7'-6° OR US +52.a -WO3' 3" 4' e 2 (BOTTOM) 7'-S! 4R LESS. +65.0 -72.0. 2 1/2' 3 1/2' 4° 3 t/2' 2 (BOTTOM) 7'-6' OR LESS +55.0 -72.0 2 1/2" 2 1/2` N/A.. NJA 2 (BOTTOM) 7`-6" TO a- +58.0 -72A Nf A N A 3.. 2 ltE� 7'-6° To -e :. ECO , ED ED� �r I et TI SCALE 31S.I. i EDH E0y 1 E0� t�. i1' M5 � E t S l ti £OF ,I iI, i1M ki.7AIlIM.t=�. �� SGLE 3JB>'f` t EQ ` PuOu€ 4 4 ® 6AA. F4i P4._. L4 y omw taiFCQ VON,20 GAGE GALVANIZED STEEL STORM PANEL F.P. CRANN 0: GLOUL PROTECTION PRODUCTS, Lac, O7f21 L aE00 S,W. 69 6TR6'FF- MY E. TL. Sa314. P,aOE; Wo-MkRW-v6aa. rAC: �I Ago8'isq nxr a .c... rinser rx. dE42a1 COMPANY 3AL wMpFS. ML "I.- ............. 20-16 DIba.00 Sic aoIWM AWA I69M PAS Abaa, -72a a`-C 3 3I4` 4Ab➢LTEa SEE SET 16 FOt ANC9Wpa TYPE 8 SRAKYNG CCw POt#IAtiBAta INTO WEND FRAME 1100 NC. MW" AMp/0R WACOOM 00 MNMVM MOE D ANCE Oi OTED ON IM SMILE- FOR EA, LASS 10" NDCOM ON $00M Ai REDUCE ANCHOR SPACING In ViftrPLYIND SPACIND SHCWMN ON SCHEDULE BY THE MUM" FACTORS, not ,HLi MMYON TO E3 WAtit61E REDUCED SPAGm CRTANi6D ISM FA M SHILL NM BE LE% rrM MOAN 1OFa0010, INDICATED FOR EACH "MR TYPE AT ANO M i.GEN L I TJ t 4'e / P%iQ . _ PANESX4E rxxM S T? WTI to W% M Hb ANC€w oP9O116 (Oy) AmMB@C1uAti W,7 � m m a 3 CAAk-xi eaaA Bsi a .3i` a to 310 4 ACBk ffi mm mwm now _ p� a As T laa raa (VALID ONLY MR PANES n& WINSTALLATIONS M PER SECTIONS I THOU 10, ON SHEETS 4. 5 6) AbUOLWlM AWI M maoft WADM POOR F.D. -. 3 1J2' > A.S% OEM TAKEN tF TAP -CROP CAUL-1R PAMIELMATE FEMALE ID PAMaMATE PLUS SCRAI SET : APPLICABLE To Sy $$ h' FFMI-I IRE RAT04 TO C,C4m TE O ETE BIOCN - T4.G9NG'RE[E iO mN0RE1E BLACK TO CpfkCRE1E TO t:YTNCRx'TE &.OGLE i9 TO CONOWETE. CONCRkIE LN.(YJ4' TO CaN:.R£IE W CONCRETE aLOCK YO OPNCRETE TQ CONCRETE OipOR ANY comb OC 71$'A` awo"R (04 L£NOTH t' (d.) N/A N%A... N/A 8' N/A. 6' NfA $' NJA N/A N/A T (OOP) 8".. 4' WA L N/A $" 13" $' ..... $' 6' 6' N/A NIA I (BOTTOM) 6' N/A WA NfA 6" NjA 6" 3 N/A 6" N/A N/A N/A 2 (TOP) a° N/A N/A N/A 6" WA 5" N/A $• N/A N/A N/A 2 (BOTTOM) 55,5,.. -72.0 6' N/A NIA N/A 8" NjA 6" N/A 6- N/A N/A N/A 3 A, 4 (TOP).. 'r7'.-5` T9 W-8" OR E88 6... 4' NjA:... NJA 8' 8' 6• s... 6'. 6" 8' N/A N/A 3 (BOTTOM)... 6" { N/A N/A NfA 8` N/A a' ( N/A 6" N/A {{� N_/�A� N/A ?(TOP) 6" 4" NjA. NIA 6^ B` s. i 6` N/A NfA 4 & 1 (BOT{13kt). (TOP/81i70m) SAC^ -513 ..-72.0 NfA N A l / 12 1f2` 6 1/4" 12 %f2' 6 1/4° f 5 1/4" 6 1/4• / i f 6 1/d` / 6 1f4' f N/A j N/A ! a (TOP/BDTTOM) s'-s. TQ TT•-2° 55.0, N/A N/A 6 1/4` N/A - 6 1/4" N/A 6 1/4- 6 iJ4` '. 6 1/4' 5 1/4^ N/A N/A 6 (TOP/BOTTOM) a'-9= TO 1t•_2' NJA N/A N/A N/A N/A N/A ..- N/A N/A 6 1/4` 6 1/4- : 6 1/4° 5 1/4° S. S. 10 (-GP.) .$I -48-0 6p A" N/A NIA NIA t4/A N/A NfA. 6' 6" $ 1/4" 6 1/4' a (BOTTOM) LESS OR LESS 6" 4" N/A .NJA N/A 1 N/A N/A N/A s N/A 6" 8' 6 1f4` 6 1/4' -R (BOTTOM) OR NfA N/A NfA NJA N/A N/A N/A 6 1/4".. 6 1/4^ 6..1/4` 6 1/4" 10 (BOTTOM)... SEE %4 EM OIL 11 AM 72 FM AN010M TAPE At SPACUNO "A i4STIUAT04 INTO WWD FRNWE SUIUMN0. ANNO NN "MR SPACPM AND 6"" SZC INSEAM ARE 010KATE9 AN THIS SCHEIRILL FOR to, LITS TOM INDICATED ON S:CII:DUIE REDUCE ANCHDN SPACING BY MCI,IPLYRC SPACING SRAW§ ON SCHMa BY TOE FOLECWIMG rACTAG, FOR TWIS 9PERATWN T] SE POSSIEU. REDUCED SPACAn 08T%ONRQ' JS€NO. FACTOR SMALL NOT BE an rAw NWAALRA SPACM 410 A'TED FOR COCO ANCHOR: TYPE At ANCHORS LEM40 ANGI'671I TN1f 1(As 1J4, TAPFAai G 'aP-GPM t/4'a iJ4'P tJ4's -.' PJ4'W. fYl€C-N BOUb-fit wvow S M-40.) 3 S 3 3 2 y- 3 ••E a a x 3 to aFW,:} oo wa. M7 3 - :1 3I/d 4 "I ^! A"AUN. Eit: PRY: F A•e T:O: R 4.0 m• - ?.Ib ,.OD hob .� - 31 IN IQ EXISTING 020 STRUOTURES ,4-tp PFN6WIE PLUS I I - 14-10 PANEINATE PLUS 14-10 PAN£€.MATE PLUS lam" 1�L . 1.4' Q,C> Wj i 7f8" !� �j -` 6 1/4 QC W/ 1 7/6- I EKATiMO IVp00 E!FAI:ERM TO EASn F.p W c7EAD R 70 r EAtST EADED PENETRATION To t WOW N£M7EYi -" J �5g7 •' E it i { €I • S .� J " 7jW'KRO i, lVEiY •SMi r.� TStkaR y 11 ''A t g i EiR2f48GA , all F ` ,:.. l &£' "?.CIE 8 ON ` $£ S�AF ON S ) T.c $� DIME ON SHUT a E roR I6P 3EPAR4Ti714 t57R W. bFN #M W., SFPNaMW F 1 t9 8AAS5 To ...- k� Tt i MIA. PANE& LENt: N ..... _ .. M x, PANEL LENGN _ . Ma4T PANEL LENCi18 s ND1ti T) tfA�,-701f1• 4s (SFK WE I} � nf4°e.la%5 ��,:y 1 SEE NOTE Ij � WYNC IUF - . 3I32` mlilp tail' ..�. + �. 4 EYUI/ OIFIWAP ( � r NO jj MAx {{ No r ' � 7 C._. - j .-:_. a i I � _ .•- _- 1pNp TNTI +MSMO'R i -; .. `.. ] - vow SRA F ( 1 6 t2. 1 f2' OL. E .✓ Ii At[T O 9 , EMI. z .. .., i�-...,__ " 9. .� .,. t,. `� M � *.. �j 1s#-A 41C SCREWS T'I i ➢ 1$ e'" O.G. W/i I/-- 2Si' W9QO PUTS Yx4` WOOD PATE "-t 2°xt WObO PLATE - 14d1. T1/RFADFD 2*.4'REQUWO - _ ¢1 A..10 PANELENIE PLUb REWIRED I I _- (iEpi11R131 1 PENETRAMON AT - ---d1 ..'•"^'. VIDYRDTN O' PLATE Il , T1d§FAD£6 PENETRATgN B: `:� T�4'o LAG SCAM O ! M10 W4YTO OK PLATE l $ Q.CY.I/SIAOCERED WJ r r + , LPENCRIATITION ': I f I READEO .�! . i'°' AT MIDWOTH of PLATE STALE 3Ja-§ DIRECT MOUNT wA j�S� 11Tl Inks INSTAL � iTios ATERNATWE TOW SCALE 3J8-1` STALE 3/>i-t' 1. 1NS'TRLU4TiDN5 FDR ALTERNATIVES BON, 9W A TOW ONLY VAUD FOR V§VLO§ll§NNiiiA 3 SSLENG N UP'M 12'-4"L.OAaS UP i0 t43.8r -48.0 P,s,a.. AND '- •• 2. FOR N£W WOOD FRAME. CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN dd^t- "••'� �� PINE Ntl. 2, W SPECIFIC tIElNSmF OF 0.55 OR EQUAL, ?3�.'' ��GI~ f FLORIDA BUILDING CODE (High Velatc)Ty Nur1•TcQn6 Zond �p T • itc 20 GAGE GALVANIZED STEEL STORM PANEL Br. NOTE,�FOR com mmaN D .SECTIONS: T F (+j0` 41 b :1 .:�? �^ TOP A BOTTOM MOUNTINGS CAN BE ,D; S TE1 5 rr J �- LfLQflAi PROTECTION PRODUCTS, U.C. a7/7 COMBINED IN ANY WRY TO SUIT ANY 1 IL E C Q 1 we � a6a6 INSTALLATION..-�pr�„ 5.w. rt stIEL'a r•., uyie ahem N wscnH 20-176 ' to kAY. 3Ya. F4. 9.. ffi *'*-* .'R ATM: WINE, Chi' 4)M-731#, rN: C864HS-ena o,.•am PAR. -1 •x>: 1oawAK tmt exr mm5. wu aNAw410 NL- -IIASO Jim"-IALf3�NAt� x natal AM. tat at l Px aII ii-,w t _ _ e€RTt a1 OF 26 INSTALLATION DETAILS FOR QP-T10N # 1 FOR LIFE SAFETY SIORM PANEL SYSTEM f4/WyLAOSEREW6.4' D.G Wt INTQ EXISTING YL!Q, 0 51RUGTUR 5 4 _ TO'47H5'+60' j .j f i L ` d'L -T- z li !€ �i onIli f EQ, EOET rl s W�l1ADCR ^I } i WWp�qpp ssEACE€t REOURF'D j wow a I REqutR. o ,2 IjZ p.6,TERNATIE i AATERN TIME 2 / w / SPEEDtRQS 7 OFT. t 14 f2 r 1 SEEOR, sCEd4UtE g I CN SHEET 14 mnI TO -WAa 171� V { f i 1 . ED 9' y ° i " • A I EE.DL� IT7t DO r !_ I 'AS? lE i REGUnTO 1 '-•. ,,,t t _$ Cent. AL7 ATN IVY ALTE NAT1 E +I �t '� 4' 7'x TE REOUWEO 4A LAC SCREWS O Y aI W/ -t 1J2" 1' {I ( n+REAlE1x fiE}�o1dl OR ;/4"La BfN 45 1MU5HWC Wj /4 R- DIrB'�Ei1N6 d04. CIA ALTERNAINT WQQQ ERAME ONDUMNS A ANCH PAHBNATC. FEFWAS m OR PANQAFCTE. bNFI3 lr C O.O W t TIN` idP. "4 ac"--. 3A .. T" . . . THREM1DEI2 'ArRkrow to PLATE NOTE : 9ROTER MCWS MIT SHOWN FOR CLAIM WALL NOUN N INSTAL ATI9I t,u; SO4LE• 3m I. M y- � NO, -.. FLpR1DA BUILDING CODE HT Ft Veloo0 .IN Cone fond) .. * '= cP.ma'Er uq MG_.. rA. 20 GAGE GALVANIZED STEEL STORM iPANELcum 4F } : �t - r ""-.�.. Or, 1. rNSTALIAT"S ARE ONLY VALID FOR B1,ALOdRS WITH AS.o. DC=N LOADS UP 10 4555. -72.0 PST AND PANEL'S LOWTH Lin % 6'-d". S L" "s 9 , fiC I()4^.,. `-" -+ "` : 1 i GLOUAL PROTECTION PRODUCTS, TLC. as CATE i FOP NL1V WOOD FPAME CONS€RUCROM WOOD MEMBERS To BE SWJrARN - E C 46W S.w S1 SLRpT Pw Na..2, WI E'LPm lRiN50Y OF O:Sb OR FOWL 1 AA S�) A` A '�� • iRtiHO A COMPANY Aim k 333,4 2D-175 - IINAIN '¢TtiMjM i e >�,-, ti 1m9+ PM6ri[: C%dSNW-T64... MOO, C654iFOW-d7A7 P.E. EBT4 j&rx4AT: :E G-dhtlooiiR 1WYTE9: A fillTt AT, P$. .«. raw Kna qs OW+NOM Rae A - aria Oom m or U11 a--R N C- U Q O N C IL Ca 'U a- .� U N (D 0 U 0o� cA o0 Cu O LL Cu •U) -0 E W O yi Cn Co Q Z W �I C%hj L" N !Q i U) SHEET NO. SH 1. 1 ___,_______ ---- ------ - __________ANCHORS (SEE SECTIONS ON SHEETS 17, IfL 19 A, 20)�------- --- 3v VAX, U/17.4A/17, U/ik 1. I, f*W1 ,"I'l /,�40 , ;,W/m _4IN_ f* SAW/11. 7WIR & 11AW/20 _ I 4 NWIA I. ; I , ___ — - _______1 ____ _._____.__._1.1 - ___--_ _ E I � � ? 0 ", �i I 0 0 0 1 0 0 I 1 1 I OM 0 . � � � i . . . �! 1 , z i c . ` � � I I, I ' : '' , , � I . (D . j � I .ANE, ; I I 1( i 1 I � I i (D-61 ,p,i � i OR � W I � � i ; I � ; 'i, !" "B d _f - I . i -A-� � I ; I ' i j I "" 7_ � I ' I . - I I � d � P_ I 11 I � . I I ; � �_ --I-- � - ____.,� � � j" A_ __!.__�__T,� J.. __L_.__1 4-�_____ 711% -L! i � __�___1,___T____ , -- I T- �-j j -7---�,,�'----- 1 1 -1, r - I _-T_--7---�jC,,- : A MAX, - ' I - I, , i � _I I I I ' _I ' t -'#-20;1' I' �, MZ' 1 . I - � �ii_ i� � ; , 1 I ,� - _I V x U -_� _ I 1. __ _!, . _�___ � L PAN I � L wTS,y=31w I$ wn.'s ,, Ve . I �,i ,� ... . - �;t , -1 --I . i � LENGTR f � ,� , 1--t - 7 , f I � I i "i � ChIMOLE) � ; � 1� _� ,� , A I J : I , r � 1;1 I ,�',, , , ,I I � L � , _�,, , 'A . 11 _ - I - , � - - i .,L-.- � - - -L i � I I F_ ? i J , � I I- - - _I, , _1 11 � ! " te"J 1� 1, -A _ , - ' - 7 � ' I --y - � i fIV-1-IT ' ' '-'-- T --- ---- I M, 7 I I 1 5 � ; � _i� - - 1 � � ' - - - T . � ,,,,,, , , - � � " ; � � � F T � -,--�- - - " - I I I � � i, I i . � ! � � � � I � i � ; I r I I j - 1 1 1 I I I - , --,,' - - - - I . - - _"_ - -i- - � I 4 � � I 41- I I . I � � � I �` . � -w 11 I- I - , � ... .. . Z�, � - L ___ � - -1 I - ,J -1 " 4 � - _ _ I, � � L I - - - � � __. � , - I- - �,;J___ _-L. I - - I- H . � _ j , ___ _ �, , - __ -11 � j . � -,-- - ___ - " - - -"- '. - - - _ � � 'I --i.. , ;--- lr-� - � � � A � , I � - � , , . � - � : i I - r-, - _____ 1 - - I - � - i__ 4 �� . , __ I _ �--- I- -j fr � I _�W,_��T____i. _____ t i � ! I , . - � - . - _1 , - I - f, , I : . d 1___, ff _ - ,, ; I I . �___I �- " vocungivIram" KHo"Li;=4111� 17 1 : 54/18, - - 0 MAX I ,T,,=I,/Im, a 11 IKRL L*w,,;.I-.1i 9 A, SWI20 0 Ok 019/20 I � N��, � U-i T---- -- ------ANCHORS (SEE SECTIONS ON SHEETS 17, Ia. IS &20)---_ -_-_ � �.0;1:4*li!.iilzi4lif.AIIZlemf".7 MAIWIN 0 ;fZ43*1%aP1 folzLm�TLI:i,l�TL!JT�im;rjzt3LIM�:4zftlijltmwAm�Loislt:lolll..- - - - 11MIALLABON 0 U FOR 0211Q #Z EQR UE SAEM STORM MEL SYSTEM INTO EXISTIN-Cz FOURED ONCREIE OR CONCRETE BLOCK SMUrJURES ,--- Ile UPON "HORS ___j(4* TAPCON ANCHORS . 7APCCN ANCHORS - TAPCZN N4040M i,_ ,I , I ____jL4 � 0 $I D.C. ox, I r O�� i 46 w O'C' . , " : I " ! �_ . I , POLIRIJD cowz.�Fffm POURED CONCRm I TI"WHORErE, p :� P � OR 0010CRM � I �,, OR CONCRETE � .-M=_11 _C4 " BLOCK P90400 BLOCK mum � i - NEW REWPO i _c i 11 Ile i r_ , 1; ci I j - I, t/4' f j 114, I I '1�4". 1 "I I � I j -I" - � I ; � � - %11 w - � �_ _f I I ,-,---,-I At_ I Ii � ' !I � _ , _ J. II I � F IIA ! ED�# , 1 z � �� I I -1 i ---- � � �� I � i . I , I : I I I ��,,,,� t ; 1.1. ; 1,1 �111_ ! ! , � �s, � �_S� � "I'��1-1,4�'t"1z" , I : CONT' ; i I : I ; ! E ; � i I . I I I I r L <D 2� - U 1 i � W..Iw . I ! � I W mow.m . i - <� I - ME, I I e - iv, - f I '� F � IV 0 1 I t .�K_ I I I r. � 1 1 ; I j I I I � I i is I — I h Exron'..&J I I I �_ I � A .-Ir- , '� 11 � , , AL - MASS I I *� CLAM I , �, - 1.14,� , I 1);X,- "We SCALE V16*-)* III � w � I - " I i � j � � - I L . I mg �,,� ,___1_____1: ; I "" �� I , 1�x I � ,,�� i 4 ? , 'a `1 A 3/32' WHO NOT , I i il, _41=- R * 12 1/2- MC, i I I I i � I � 4_-_!(� !t?c�4 ANCHM I I - 4 1/2 mc, � . � (STAGCOU W/ SWQ) t �, .. .. .. J?pUm evcfm � -OLREI I - -1. - SECIMN A -A SCALE 3/161-I" MAXIMUM A.S'D� Max. PANEL LENGTH 11 __ -- I DESIGN PRESSURE L (k) MINIMUM SEPARATION PANEL RATING (P.S.0 (SEE SECTIONS) TO GLASS I CONDITION +55.0, -72.0 W-8. 2 3/4' UNBOLTED - - ___. __ . - - � 'I - __ "" - - - -1 SEE $Hw Ia * 0 MR 004mm ME & 11 ANCHOR T" - - L 1'_'!!`t - "Fam =10IM101111.r"11" ADD wom � ANCHOR NIANNO N . "" AHCHOR SOACIA" AND Mmww EDGE DWANDE ARE #RAtA= IRS ON T, *w"WtAKA Ltnn 04 3 %HEDUCE I" ED Lm TRAM "AM ON smem" REDUCE 4NM WAIPLIAHe SPAM me" ON smobuLL A."" 1,_4,�(') . a Amftgaftli 1 , izw- BY THE FOULDINK FACITAS, MR THIS OPmem TO BE Pomp" REV-10ED , tp, I --,----,-------- ." __1 VAONC 061ANED LWAT F04MA BE LISS TIM MeAMUM 9,47" = MR E490 ANCHOR TM ON 7HIS SCIISKU 2 Ilr ___��_ - .- _1____.__, __ __ --w- L� I I I �� N i � i 6 z :_ , ,%,'� - - __ � ; I __ - - _Z!, , i I 9 I— - -I 2 � : E I I lg : i 9 ____ ., � a- !� I I ! - L I � � - - A, ,-_-I- I � - _T - ,i H 9 :,_ - � - , I 11 � I .: : - k." - ,,, -1- �� - 4-- - i : .1 It' �s -, Ij J- __ , $ I � I I g ,."*;/, I � 1, .Z ,;;.:-V' -1 --- __ - � ;1 - _____ � I E � i i ; i I i i I � . - I t111.=1111_.. - I . I A -.1 I � � I I I I . i _=�*__ Ile Id , I- � I , , � _ 1 I � i L i � ! i t I : . ! I 9-1, : I � - i ! � � 1 -, ; I I ! W7� � � � i ; i I � � � T, I 0 i I 7 1 � � I I -1., -11 , I - , 11 . " - 1 _0 � � . I I 1111.1-1 I ji, � � , � ; i i __0 0 . I I � I � I I � I I � � �Lo � ! i ", -1 : I P-D. - , i � , - I � . I I ".. I - � . . o - � I I � ; � I . I ; _1 __i'___j' z I i I i , I I _ - _ __j I - ! I � -2wevsz, m I /2' L �� 1 _4141 1 - 't _S, w/ r . I , i -1 L "/2 , .�_ I I r I i ; � � � I _____._J_______! 1 , __y4'V-2OA3/4`$,S. M.S. N/ ___(8/Ms1X43D/)Jr ')o 'I-,/- I ", I. .1, - : � � 0 1; cx� _1 MWER � ; � 4-- � I WING NUT WASHER 3132* WIND I I I i � � 114HER (BEYOND) TNU14 ANCHORS I ; ! - TAPCON ANCHORS , � 4_,-__W* 4 Ilr O�C. A � �, I I 1 1 � __;=r`N =�� STUD) � � I B, 4 I/g' 0.1- � x -1. i,___F0*?Ea CONCRETE OR CONCRETE BLOCK REQUIRED �, __2QVRED CONCRETE OR CONCRETE BLOCK REQUIRED I .—I ,.,,A,A,,,,__ &= WALL MOUN71 INSTALLATION WAU MQU"HQ MULATION �f . 12 HIMI&I SCALE Va'-I' SCALE .�/S`.'., INSTAUATION DETAU FOR INIQ EXISINg EQURED OPTJON..#2 FOR UEE SAEETY CONCHETE OR CONCREIE, - STORM EANEL SYSTEM RLO STRUCT ES 1. AW41.1APOON, ANCHORS . UPCON ANCNM 0 04 . r.* ac. � ,I, . , I - EYE I - I � kociw� � ,-. " , pouln f%� i m m _; , 4cv Z, .R � cz , AEG. 0 � 1 F - ,1/4 --c -, ' 1�. ., T.A%��_ -,-,-.----I "I I I � r�T ---- - -- _-) E�O.. I �� 1 ; : EM.1 I ; � "I'll i � I I.. . I I I i 11 - i I � . I ; � I i Il � I , I . :: 4 U�� LL � I . � . � � � � I . . - 1_%., .1, - - I" I , rrr - I ! I . . I I � I MT. . � I I I � . I , - IN I I Mr. � : . � --a 1 � ? - __ i , m � I I ! i i __a � � 2 1 1 RANT 161 ; � I- .:w,I -1 I 'w, AT � - ti � ;t_ I 12� I r liff 1 1 a I i ! 9 ; ; I- I I I . I I I I ji __ _L_� 'L - -,-- r._7 I .. ,.- I III I � (-� i ! i Al ! 1 I j 4 � 1 � � j i ; I : I � � ; ! I � I ! I . : t I I ,',�,� A � ; ." ., I _09 : � I r I I 11 . � � . . I . 7 I , 1 i . � E.O.. 1, '. I 1 I - I i 1 � I I f � 1 1 � L z iI � 1 1: I _____1 - -1-i -1 � 9 � � " �, L!�Wtm PIAN rTE PLUS W/ , 2 #4 WAS"m F I � NX J;Ay G,I , I 1- EOURED, CONCRETE WALL OR CONCRETE ELIO" REOUIRM MOM I ION I ___, 4m 11 - - - 11im SHEET IBIN20 A ___ ANCHOR I"r _!/!�t_ UPON! , V41. - =40" SPAM FOR w IWO Wx — W. Ago" sHaft N 3 3 FRAINE mxmcL MINIMUM ANCHOR vwm AMC 0"I" Cox DISTANCE ARE NOXATED ON 1.14 *vwm_ I—* 04 3 t - 3 3,/k SCHEDULE FOR ED ' Len THAN 9-mmm ON, SMEDULE REDUCE ANCHOR SPACM In MULTIP.T" SPACING M01104 on .."' ILA -4 �.,. %�) Aonx EA imm mom* - w tif FOLLOW 11ACRMS. IM INS CPQ� To M POSSGUL REDUCED __.___2_!A�___.__ - _t� �� . ___ - WACM ORT00 USINC rACW SHALL NOT af LESS TWA MhWW VACM WDICATED - - - - - 1!?T______ r - 1". v , - - - I 61D - - 1- __ ,w n�n�� . - -0-0 a) (1) c-, C/) -0 p0 —00 > a) r- -I.- _II,_4 = _0 a) L_ cD_ = = -Fm-1�-j m 0 0 a) — 0- cn - (D _L__ Q) -0 ) 0-0-0 O.— = CL a) m0 c .0 -4--f M UL t4.- 0 — m > U) — cn !E -0 CD (n E-= L_ (D -6., M L_ 0 CL � - m -0 110- c: .— -6-1 U) C)- < - --l"�: ___ ,.- �, - I � � � I- , -- - I � It E I .9 I I I z 2 T �,�_ j 9 == �)� . im * ". I- � ? I 1, , I i I I � � Me _4 ___ 1-1-1- I r I � 1 _7 11",__ i_11_rJ__ ; � � � � .__ - _ , I I � � I i ! I � I I � � � � � i t � ; � � I I � - - � .F7".. 11 �� i � 1 i i "' . I _13 a, , " I 1 1 ... � � � . . I I t__D. 0 ��r I - I � I I z � � I � I � I I . . I I I ; i : ; I I i - - ---- -.--7--- 4 i I __j . : "I-11��-r�-4/1.1;il.*O,,",.,�O.",.,,,""L,"`��*/CA, � NEYOND) - - IOUFAW CONCRETE L OR COMMIT! mom RWJW40 11 k0fi, INSTALLATION 40 Jj;PDWR;PA.N&L SCALE ve-1, I i B I --- I- FLORIDA BUILDING CODE J141gh Velocity Hu cane zone) 1 v2m mnm INC, m 20 GAGIE GALVANIZED STEEL STORM PANEL 0"" _-� ;-:� ______ QI/Apm - ---'> — GLOBAL PROTECTION PRODUCTS, LLC. WE f TEC011.\ , T, L 4;��_ 11.1. A�Mw*svmmm .: .�Fnh!`R,'.-M--) —20-176 N, 0WIMATE in ZrI 111C_ . 11 � - I ; 15., 1 -=7— :Mo�_ ;;� I. _." 290""" 92 11 I w mi I I I I- _1____ I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII INSIALLATION DETAILS FOR O RM PANEL SYSTEM INUALWICIN DETAU EOR OPTION #2 F_QR LIFE 5AFUY STORM RANEL SYSTEM I GENERAL NOTES YWQ L=Z hm STORM Bmu I IM EXISUNG WOOD MUMS , - INTO EX151INQ WOOD STR9_9URES 1 E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION OCCUMEM! (P.FO.) 14AS BEEN VERIFIED FOR COMPLIANCE IN ELI) MIMMUM WOMMENT OF TAPC- ANCHORS AND FANELMAIE FEMALE 10 & PAWLMATf PLUS KID CONCRETS I ---'1 - -- "I �7 -� 7-- V,—, -,, -, e , � -0 - -, ACCORDANCE WITH THE 202D (7th EOMON) OF THE FLORIDA BUILDING COX BLOCK I , , I' 177- 1 ��j -, soij- IV, 1 1/4-. 11F.t'L1_-- - _r �_ --�, -, Ir I 11 11 � I ti I I I I � I 'J" 1) � � , I 1 , - �, �, � �� " I __ , ,,,, � I � , , � 4 i 77 11 I 1�, -, �!; - !I � I I " 1! -, x� , , , � III i ,7"_r,,, -:111 ,--�-- , 1 I,- __ - � -� "', - I! ", 1: I , �1' ", __ OrSiGN WIND LOADS SKVUL BE DETERIANED AS PER, SECTION 1820 OF THE, ASOVE MENTIONED ropr, 9.* MINIMUM EMNEWENT OF 1/4-9 X 7/al' CALX-04 ANCHORS SHALL BE IS 7/a- wm CoNcRETE. .1� 1-1 - ", �i_ I I -111, I __ � c� - � .- 11 , � - �,,� � � ' A, - -- 11 , I , FOR BY PISDICTION WHERE THESE SH E PST�LEO NO EMBEDMENT INTO ANY ANISH OATERW� SHALL BE PEWMa, , "I I! � H " I I 'I., t' t� 11 � - I "I" I I �, ,`�� -I' I , >� " " 1. ,, ,4W HEADER : I ' � 1� " NCM AM r ,J%40 " _", 11 � ,,_ � . I I , -, ", A W SPWIAR -0,011540 ASCE 1-10 AND r MAXIMUM 1?1 1�� All �, _" I vWDER ""11-11." � � 11 . - ,_ I ,: �ML . ", �� " " "I - 1 1 �,- FOR A MIFNIOCCTIO A1009PIRKEG (.S.D,1 1/4' 0-20 SSSOMALK BOLTS USED SHAuL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL IDOST) Ia qr , ," .", �-' ," - �, % _., , " 06WOOR "", ', I ;� " �� - � DESIGN PRESSURE `RATINGS INDICAMO ON SHEETS 25 4: 26. " ____ I I I � - "" - � I �! �. � � 44'F TAPCOk 0 6* D.C. VWrA 3/4' IWO ANCHORS. It% � - -� I � 1/4'* TOWN 0 9- &C, � - "I � ; I I -1 _V'. TAFCON 0 0 d , � --- =, 'it DESIGN WIND LOADS DfICRARWE, PER 7-16 � � " � j I 1100 TAPCON a 4` OICI I- __ ;(,. . ;� . r mc. 11�1 . � , �1,11' il , IN ORDER TO VERO THE ABOVE COMMON, ULTNAA ASCE � , , . i I 1, I ,;4,m, Two= SHALL BE FIRST REDUCED TO AS�D, DES" WIND LOADS By MULTIPLYING THEM Eff 0.6 IN 0 I TO F . ", A"/rOMINT .R1I Mit Ilr MIN, I I � I I I 11 � , I M, THREADED , D ""I,", , � - ; , 1, I I , F&E�D;71T 'W"OM&PED , �. Ir , � " � , — - i ETIAZON wow . � ", 15e w/. Ile ,.�.FTHROWE - I � 8,3) IN CASE THAT PRECIAST STONE, OR PRECAST CWMETE PANELS BE FOUND ON THE EXISTING WALL, I I? I I , I , I ", 'I, ____ I I I� � , ', � ; � ! At I K _� i ", j AT WOOD RDER I � '. . �. t WOOO i � i- iifi �", I r, � ,� HEWER 1, I L �� I ; �, I I �, ll % I 44EOWER : - I TO COVPARt 114M W/ Mm. (A.SD) DESIGN PRESSURE RATINOS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE AIAN STRUMIZE KHMNU SUCH PANELS ANCHORAGE 11 �� . , , �, HEWER . I � '. w-ADOR .'�� I . � I �� "sk'" I , I 11 _'L - , I I - . .� , I - � I I /I . - 7 _� � WADER . I ! i i /, I - SHALL BE AS MENTIONED IN SI) AND IN 0.2), :, �, , i I'll I I - ;1. ./ I I I 4 I . �, p �/ I , " j ;m 0 x ,.e I I 1, �11 " Y I" I T 3U CREASE k 1/2' .114- 00804 A I, It I �,( - N*m . '.. I 11 14 Ir ,; IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON IHIS P.E.D. AS TWED WERE NOT OVER STRESSED, A IN ; 41/4- ", I',, 11 - � 1/4- �, 1/2' I T/I 1 4 — V_ I 1/4* ; : ,� - � - 1/2' E, 1/4. IN ALLOWABLE STRESS FOR WIND LOADS WAS JU USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN = I I " i1_1 N � i I I . 11I.- r*4 � � ; i ', - . - . I - I I I � It " 4 I I I � - � . M DETERMINED IN ACCORDANCE WITH N.O.S. 2015, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS 10 I:_ I - --p:__ , - r," I - /11 �_' 1, - _.____, -:, � � � __ I k I I MANUFACTURER, LLJ � I I I I T , I 1-K-IT,_., , � ... � � ,� 7 I , , 1 , �w � __ r -1 I ., " 0. I I � VK I , \ i � � � : SMRM PANEL:5 ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE IIAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF = , i 11. : I I f I I . I I � � � I vQ-jw ; I RE 'I� 1 ; I 1HE ABOVE METITIONEID MOE AS PER FENESTRATION TESTING LABORATORr. INC REPORT f 2P32, AS PROTOCOLS TAS-201, 11, IT SHALL BE THE RESPONSIBILITY OF I1K CONTRACTOR TO VERFY THE SDUNMM OF E E sHurr _= : I I _____j . ;; � i I I "I �1' f 'r i ; i -202 AND TAS-201 THE STRUCIUR WH RE. 0 _< . C= I � . , � I 11 I ! I TAS IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED M CONCRETE, BLOCK I 1 9.1. � � I 1 01 -1 PAM � , , IL � I , ,� . , 7 , , .. ! %NT,-- , �:, , '11 D` I " I : i'� � I ; �-_,, , ., 2� NIS Y HAS MR DESIGNED TO BE INSTALLED ON THE OUTSIDE OF Tk� OPEN04 ACCESSING E ap D, fP THE ; � 2 " I , I , � I I t I � I , t, , I ,� � I 1, " W� ", F � ' ' ' T , ,_ � � � � "� , " .A' r 1 � I ! - = ! 1 - � I � ; i "I i � TH EWTN OW C-2 � t i I -S M C14 � . � 1 --o � ! I - _3 I � i INSIOE OF A LADDER OR UFT THIS APPLICATION IS VAUD W14ER INSTALLATION 15 INTENDED to ME PERFORMED 12, THE INSTALLATION CONTRIICTOR 15 TO SEN./CAUIX ALL SHUMA COMPONENT EWES WHICH REIAAIN W CONTINUOUS. >< � I ; 1 G � � � 0 ! (3) � ; : - cp I-W.W-11E STRUMURE, LA� CL. � 11 I t � i I � i , . CONTACT WITH THE BUILDING _; I I —.k- "TXTZ� f i I I rxisTINW�GE'll I I mi, sw, A.10 � , � IQ PREVENT WIM/RAN INTIRUS4W CAVLX AND SEAL SRUTTEk TR0,ORS ALL AROLIND FULL . I I To IRA% 1 � I 3, SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WJAEN OSTA"4TTON .IS REOURED IQ BE LENGTH, - = - ; V 4.1 CLAM - DR, � - : I ! " ; ! .vO I ItCHEOU'l I : M_ CIASS r -m � I i i � SOMIKE _- , ! (W) " a-- � PANEL LENGTH DR IiHI:rt 10) i i P41a LENGTH ow Idy I i � Tom 7 PERFORMED FROM THE INSIDE Or STRUCTURE- 13. WORM PAWL ROALLATION SHALL COMPLY WIT14 SPECS 44OUTM IN THIS DRAWING PLUS ANY BUILDIM AND ZONITIC ch = cc I ; (SEE NOTE I ortow) : Ic AI_ I I I 'V M I I =E_ ON mw 16) I � : - w.am" � I . ; (sm NOTE I save) ! I I PANEL LENGTH W. Wwww", � : � ; i REGULATIONS PROVIDED By THE JURISDICTION W41DW PERMIT IS APPLIED TO. .-x C-4 i;� . . I 1, =_ - TO dAm j � ___�- ,- - - 9 . t-j".m, "mu.) =:E- IIN'. NPAPItIft I ! I I- __ I. - - (SEE NOTE'l MOW) 1_1 m-, �A - - - - I -;�-- - `L* M.. 4. SERIES 2000 INSIALLATIDIII IS APPLICABLE 10 SINGLE AND DOUBLE HUNC, AND "WiZOUTAI SLOERS STYLE WINDOWS WHEN - I I - I ---_._�. ,� To rim ; � w � __==%'_�_- __ To mmE_ -----, - , 4) Ir mm� ! : ; � INSTALLATION IS REQUIRED TO BE PERFORNIM FROM THE INSIDE OF SMUCTURE. 14� ATRIUM WINDOWS AND DOOM, INC. E - Z RAW STORM PANEL SYSTEM, IS PAIENY PENDINIT :9 I � I �/4*iIM,,I�. � � I � �{sw SOMW ; � t �r PANEL LENGTH �� PANEL LENGTH jz w . � � I � � ____ __ - --- SIM 161 � u� --- ---- I I ON MIw 111) � � I - r.""�=) � ! fSEE NOTE I BELOW) � ------- I ) 1 : I . AL� I ---. ; /"*0_2NIi__ , — � 1/4-v-20*1- (SEE NOTE I SEUM . E! = I I _____ L� - ___ OOZK IV � ____ �,, - L � - � 1 I 5� ALL ALUMINUM EXTRUSIONS TO BE 0063-T$ ALLOY AND TEMPER, (UNLESS ME"ISE NOTED) 15 (4) THIS PRODUCT EVAIATION DOELIMENT LE" >. � ge 1 � I ; 1, I , . CLAM - I � MIS, IN , __ � : .= = i I ,�#,,�,313r , I I � � i -IS, Ct,�.)LPREPARM BY THIS MINE" IS GENERIC AND DOES NOT PRIME I I � I I � f � � i ;Zwm. I I INFORMATION FOR A SU SPECIFIC PR e. WHERE THE SITE CONDMOMS O'EWTE MON THE P-F-D. w - .;r I , � - --- , I � I : : �1, I.L."'I-1- � 1=117 - p 1� I ALL ALUMINUM SHEET METAJ� USED Al CLOSURES SHALL HAVE 3iG5-HI4 ALLOY, cr. . - � I __ --I"'-- __ , --.-- � 11 . 1_A --- i I I I .- - I - _141,__ � 141� ; p .1 I-- _,___ 1-11 I- ... 1 1111141� - _ . `�_=' , v-v---- -, - v- - - ; � "I I 1� �, � I D �" __ W CONTRACTOR tO BE RESPONSIBLE FOR THE SELECTION, PU= Allt�r Z_�, cc 11 fl� ;1 - __ I "I [1 , 11_._,`Y!.�� D, z "I.- I'll S,S, MS. */ -f _J��_ ___, - __ '7�� ", =1-11/12, --,-- '" I - -1-11AI-11 � - --' mlvm- 11 7 . - � " i � F , " I .1-- _ -1-194---1111- t� i I ALL VEEL SHEET METAL PANELS SHALL RAVE SINUCTURAL QUA ' STEEL. AS?M THIS PRODUCT BASED ON THIS PLO PRWDED HE/SHE N., ,= INC UOING LIFE SAFETY OF - � , I � � i i UTY A�653 OAW, SO Min., CALVANFIED STEEL I T, _i , --- J � i it, *11 IA CON 0 _[� �, i-l'.. -1-i ! -,,i I � � 1 1 THE CONDITIONS DETAILED ON cc CL) _X74I � �41. --- I � i � , I I w .C, �', ,�,, I i - OMG4010N WYF�- 58,S W (AFTER ROLLEEI). THIS DOCUMIDIT� CONSTRUCTION SAMY AT SITE IS TEE WNITRAODI RESPONSIGICH't = I U co � � I I I I I "F -1 I I I I I ON. THREADED � y I I d � � - i �._ -, � I r. = = ___ _�P�___ � -I,---- I I I � _-, __ : � i PENETRATION At j= I _, - ; i I ! I 0, ALL SCRCWST0 BE STAINLESS SIM 304 OR 316 AISI SERIES ON CORROSION RESISTANT COATED CARBON STEM AS PER DIN I.) THIS PRODUCT EVALUATION DOCUMENT WlL BE CONSIDERED INVALID IF MOOFTED, I - __ -"--- , !==%1_-__ F - I . . I I �� 2 --- � . � I � � 7� 14-1. - Ej '� I V, I i , I I - - � 1, . I � I I . i , , I I I : � ___,__,_ --- - 5001 8 W/ 50 W IrEILD STRENGTH AND SO W IENSQ E STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING COOEr SECTION 2411.3.3.4 1 L I . I z � I , i I : I L � � _ , , - I , , . I k (4) SITE SPECIFIC PRQIXM SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL CL ZJ . I I j ! -, I r . � I : , 7" 1 "r i : a Tw 0 1 � It � I M M Ya I I f h I I !0, BOLTS TO BE AMIN A-307 GALVAANZED STEEL OF? AS 304 SERIES STAINLESS STEEL WH 36 W MINI U 0 SIR- - BECOME THE ENGINES OF RECORD (E.O.R.) FOR THE PROXV AND WHO WILL HE RESPONSIBLE FOR THE OROM is 1�1 �,� - I � . j % : I � _-0 - a, 3 � USE OF IN RED, ENGINEER OF RECORD, ACTING AS A DELEGATED MINEER TO THE P.E,Q IDOMEER� SMIA'a - I I- I 1. I I � I i 7 . ! : i 1 : ca � U , �� . � . . - I : I ; 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LAM THE SIM SPECIFIC DRAWINGS FOR AMEN �z � (3) 1 - , - - :11, � ; - U 16 ,� - � � & "I � I J:F � � : � I I .... !�: , � I i � I I - I � � I I ! (A) M_Vj1MWL2pj�M, It I- I 11 I I - �, I I � ! I I I (a) THIS PZ_D, SHALL BEAR THE OATE AP40 ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER or tl F I RIF � � fi -1-1410$ -1 fl! � , I I : ,L:, 1, I � 4 � I , � � , � . � L I --.I',- - .-,I eb, -1-1. 1, , - .I ED . I � I I I � �!'. �-�� , Sim , I , I 1, - - I , I I - t�e§ TAPON ANCHORS AS MANUFACTURED V I,T,W_ SUILDEX, INC. (Mi . fIt,.31 2 , j) 1 '-, -:, _-___._j --- 41--1 , i � I � N I PL � ; - L_ ,��; a MS, w/ I'll, I � �' I - `1 A- A 9 7/3' CAILK-IN ANCHOK AS MANUFACTURED BY OMIT INC� (MIDL I',D.3GQ0 ".Q 5� CONIT, CoNt. IL � - 1114-0-gw/4's ). I X, I/4-#-2%yt,s,S, us, W/ � - 1.1-1-1- � � & � 3 � - 04-10 PANELWIE FEMALE ID & PANELMATE PLUS A;MCHORS, AS MANUFACTURED ELCO CONSIRLI g F, DU . I$- STORM PANEL MANUFACTURfIeS LAVEL SHALL K LOCAM ON 1) READILY VISIBLE LOCATION At STORM PANEL IN "A , 1 " 0,� R I� � *4 , 313:r WIND - �� I I - I W, NUT I ��ko NOT 0 1 I: I ; i0y PC RO CYS ACCORDANCE W" SECTION 170%93 OF FLORIDA BUILDING CODE. ONE LABEL SHALL SE PLNCEO MR EVERY OPENINt, WASHER , �� P /r CC, I lei . 3/32- V�!; Nip I I k. , , I � i I I , v WASHER (BEYOND) � �, � Wamo p's,L) LABELING TO COMPLY WITH EECTTCN 17093.2 01"PoW FLORIDA OUILDING COM �� , " I , , , , "' !�� , 4 � `�, , � �J___ _.- - � I I_ � "I � i ', � ,,,,, i ,�� il I I I I 11 11" I-C' I �, � ,�, it, 1 � � ; . � ,k, 1__A,__ �Wf IWWR a 51 O'C' _ 1�, ,_ _44-0 TAPWN 0 r MC� 1� , � ; 'a 6, olc� . 1"READED �, i i � t, � '1�, i� � � - ., , � � � 11 , , I , �?/B A.1) MINDJUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRm SK - AND 2- FOR PAWILMATIE SIAGOEREDI W/ ,,, i �� 1, ,III ' '# . 3/:5;r vim ALL RE 1 3/4 - - 1 , _7 , , I - i- = &A".M MRAN107" I 1; ) �� 1 � - !'WAS14ER 0 5 I14- Q,r- REOUPIM __ - 2 L " il �' WASHER 0 (BEYOND) 'A 7 , I - i 5 I 14 iij ) rke WOOD .7./S"o � 3/32' WIN-. NUT 2`x4` WOOD KATE � 1 -,,. NUT , =1. 5 I! =/�;..j =ED 1 ,� -� � � 1� - - '.1 I ' i !�["� fj-, --d I � I ! OF PLATE I - #_�4 " 7 � �� IREOL�qm= , i I _� i , I FEMALE 0 & PANELMATE PLUS. - 11 - zwl�m . _fl'11' I . I I ; , �� .. — , � 00010TH �L .1 � i-11 11, 0 x_ wow PLAW � , I I I - eCCa ",Am �Iz til '� I i il i - 1 z iil I! I -0 X 7/8 0 EMBEDMENT INTO I �- T- , � . ; - � � #I+-io tAR -T, P_g_ -It � A2) MINIMUM EMBEDMENT Or 1/4 - CALK-W ANCHORS SHALL BE ISS 7/6' INTO CONCRETE. N OF KATE I OF PLATE � � , m '= -10 PANEIMATP_ I - � It �ji , ANY FINISH MATERIAL SHALL BE PERMITTED- rg WOW PLATE . ___ " � - 4.,; #14 __ , , I , ,-- � I a _qv� -..--- - -i , 0 6 1/4- O.C. 1 1 - ; 1 , ___________j _____Q�v PLATE � 'I. - ./, '/. - � RED I I � . -1 I Q. WALL MOUhMNQ lHU6UATION WN. TORMAOMM - i j � % N - v THRIAM PENEW71014 '-, : t % H , 1/4- 020 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) To EMAGE 3/4' ""1011"U", WALL JAW & -ft MMEL AT MMOTH Of 1 � �� , � 1 AT MIDIMOTH OF PLAIM " � ' " INTO ANCHOR& A0 WALL � � � , %0 !Rlmmmkm b - .. i 11LIA' 1 L_ __ lj�!�;.f4 pw IMMILAT" SCALE ve-1. I mem-RI'll � -, V THAT PRECAST STONE. PRECAST CONCRETE PAWLS, OR PAVERS BE MUNIT 014 r,je ISTING, OR _Q11 � A.a) W CAM EX WALL , I T _ INS tal I � %I)' '", * * �\e 0 REGULAR PANEL Ia Mifflmrt. SCALE: 3/r." WALL NQUNTINA _ N,�OON A,ngN fLOOR, AMMAS SHALL BE LONG ENOUGH TO RVAC14 THE MAIN STRUCTURE BEHIND SUCH PAWLS, ANCHORAGE SKIILL W.- * " c Ev Te ... - --, - V#00110#1% � A ScAa mr." SO&E 3/8-�I "A"044110, %, ,&IT] ME AS MENRAIED IN AJ) AND IN A,2)� t -. 'r- ,1 = IA, 0 ' No, 44167 1%, S /-,!,�� ,I,M�� If ,TR1E11U1ALU1AfREAAw 4W� ..I�t S-M (0) NLJDL�* 3 - :*= ,. .11 41:0�.. .., �4 , *. mm, - .,-, SCALE a/6--l- ., \ZE�'_' ,%. SCALE 319'.1' 1 ; Ar - 1 ii I I 7 �,_ FLORIDA BUILDING CODE L1412h V94COMY Nu one Zone) "-,Ill FLORIDA BUILDINIG CODE LHIgh Votocity 14 Cane Zone)] - - __ __ I __ FLORIDA BUILDING CODE (High Velocity RU Carm 20110) .M 11 - 1, vl\t - I - - 1/4* A TAPCON ANCHORS AS MANUFACTURED BY 11*� BUILDEX. INC ;L 1Z t IWA1,LA1IDNS ARE ONLY VAUD FOR BUILDINGS WITH A.S,o, DESIGN LOADS � - - . UP TO .554, -72.0 PW AND PAMWS LENGTH UP To f-r. t4o� 4 1 1. __ III= I 11 mm rm,L vr- FIP - 1/4' OX 7/r CALK -IN ANCHORS. AS MANUFACTURED BY 09EVALT INC. Cf'm.ISW p.cQ . ,.,k ifW"', .. * = �= DOOM IMt 20 CAM OALVANIZED STEEL STORM PANEL fy No 441 b f t. * � ,z� 20 GAGE GALVANIZED STEEL STORM PANEL ... It IVIN�._.* _', 'f -m TA.Itam, w- ", 2 FOR NEW WOOD FRAME CDMS1TVjCT;ow, WOOD MEMBERS TO Ot SOUTHERN . z CAW . = 1, . - PRIAN ffr� - 014-10 PAINELMATE FEMALE R3 AND PANELIANTE PLUS ANCHORS, AS MANUFACTURM EFY ELCO CONSTRucItow , 20 CAGE GALVANIZED STEEL STORM PAM . = 1. INSTALIATIONS ARE ONLY VALID FOR BULDINGS WIN &S.D. DESIGN LOADS , � Opm w a *,. '.. 15e�� up TO .55.5. -72.0 PSF AND PANEL's LENGTH UP TO W-fr. a * *. Ir ,� . - ____ PRODUCTS (f'-2071 p...L) '1z htAL ' I _\ GLOBAL PROTECTION PRODUCTS, LLC. —. - — ' +�� GLOBAL PROTECY`ION PRODUCTS, U.C. .m S'.0'. s at a' GLOBAL PROTECTION PRODUCTS, U.C. *' " � PINE NO. 2. W/ SPECIFIC DENSITY OF 0-155 OR EOUAL m/m/ovo : i - . _.,� w ___ 11 Ix * Ol _:t�t-, — 7E c —37 \ 4M 1W. 5 STKU GkX� 0- - , Z FOR NEW WOOD FRAME CONSTRUCTION *DOD MEMBERS TO BE S067HM - NeA / TL e,z_ / 11LIEC I C N "m 1w, al st4w - .�_ , .�_ Z ME NO. 2. W/ SPECIM DENSITY Or OAS OR EQUAL. C, 0. * 091 g �/ I - �___ - �__ __ �__ ........ .4 ... A, ME, 0 Awd, m =4 Fv, I , " = IAH)"�_750, IA)� (" _8797 20-179 =ZI-C.O1.0r. VN" F� �"`II)1-6711 �Z" a an A, s ,tAY, 00) pl�"* 1w � CAN W"� . .1 'm 0 - PA Y " -176 �F_ �� "" -1 20-176 � 9�� AV. =0 r. ..'r, (.)X-A '"'(054AN-87117 20 - __ - _____ . )as Aw4=_ pkocl (WASO-ftft rm,, I � I 014 -.1. . ,� -.,%,- � B �r vv� -, WIT 11 A440fA -0 IIIJ .11A;A1-�-1`.�.1X- 40,14MUN't. I � I _!4_2�� 010404 Iw� (A-001I 1-1- ft ".., ..... . I 7 - A'A, -.1 — I.. - 19,IAVIN A ,In 01�11104 - r Px 2LIL,�~we/mIc CA-0110"Is 4�14 "1114 OMAN _!!�111 __ __ . - � - . . L - � I A E==�� OF 26 1 __ - - � I My,mm'.. Tun 'k 7, I - I ! III -----------I , ---==4 1 ""#f#OF4wwlor-'��"'Y'E/6�'---- RAW m OF 26 - ama 9 ,,,p4r � i � v =2_11-21 1 = rA =-1 I _._,._1.1_%w-ZAL___.0_� I L, =1 =± =_ __ .1 . . � COMPONENTS EQR_ SERIES ZQQQ 4k 1 OOQ E-Z HANG STORM E!ANELS (SCA11 1/2-1 I _2_321�__ , I _____ 1___1____.__.1 _1,_.1_____,___ ___w". itoTAL vnmI--, _____,_.._____ _,______,____,_______ 1� 1 l2w . 2.591'— V, I � . __� I IZ50W (EFFECTIVE WJDTHI-------- r----"-----,- - - -----,----1 - .--- 1 25 1 I' � G,--I i !qs\�, � i-_---5 qc__ _______ .1 � � ,,,, - 1.3t,01-- -I-3DO*, - ,I ISO-.- 1 'N Dow � � I t,�K_ - I I ,�, � ! i ) i � ) - I - 6 , 1 ,,4), 1; I 'm. I IF,! � JA '�, ,X, . � 1500- - 4078* - I � � � I- 1 Iypw � I - Tm 1 " �4 � \ . 7 �, 1 2_241v ! 010m, �� mwmm, � 3,sbo- '� � 2-100, j I � low SIM EDGE I I p h �� li" -*�", Tm- A-sw � � �, HEMMED I T,JLI� � . �_V02�;, 'PAM ok I so MIN" I � . __L -50 GkV. ; I C, ..,, , . . lit�-LETI . . 4eZ . ; , 11*. j 1 e 1��6, I ___j _ 0 ------------- � � - .- - - - � .1-i � ,25. I . L-I , L �.__.,,_-___,6.2w_._____ -.,,,, ,- � " "PI-11. I � 4 Twok-Emm �_12'.t?o�-� Q, 1_11_�< s mymw 10 XWK 'I-, ,_ , J!A!4 !kBmlat_ �11_� _,_� - - WWI �1' I I., I . -.7m, 5 1 .- I .1. , 1� - - - . ,�, I . i 1 ,,--_ .� �_�-W- , .r-,, , - .6�5 r � - � , ,�-_Iw � i , 'I,' I __ . ... � 11-1, � 1 i , ,125" . 1 '12V - ""t. E50, __ .- - h L . - � HEMM i I q11_ a'.,'� --' I-- ,� I �F 3,7w � - _F 1 i � I : I I , I 1 %. � ISOMM )flEW KWL A low, � I 2,abo. I ROUNDED CORNER 0 ENDS OF PAWL'S I i � ; I 7 END UP W/ HUM , r ED Em� i- I I�Iw =J-,i;;�. (N, . t.$) I,--- L_ - -1 � --------1 I 1 I— � � 1 2,....-j YP' 1 __ - 11-11- -V W-1- - - - - (D -t-um (�) Uv,1/,pA,p m 06 2�0"(MOKJ ALUM. ASOLE -, r- f251 606i-TS kum ALLOY __ , , I I- § � , '1144 ; - e.p�W'E .. I 1i , j� I ", . 7�0 aw cryp, I . ��i * * OCE $N, I . If 9z , ,P .e I .. � � *�� 'i , I . .. NO� 44167 I- L 1- -A 3 *, . . I FLORIDA BUILDING CODE (High WOW* Hurricane Zone) I -I 76DI_ - I ' ' ' - _ . 4XMAC WWA INC, F.P. N' M__j 1-1--. WATEOF . z - 20 GAGE CALVANIZED STEEL S11M PANEL OAAWN ft 'ek 0 1� * - ,4".. � Oglo — 114�q� _', i�xo_ � 11LARC0,111c GLOBAL PROT'CT'ON PROOUCTS, WC. "'I',',!'" I I I 0 A*XA*(M2X-) ALUM, ANG (�) =P MR I , 4W,"St STRW ,;,� IT- LON I 'E; 4 I 11 WA. 20-174 Q�:VA P,00 ("0161-7545, m (004)w-", mwmo � Soo 315 Alum &LOY - I I `11 9SAI'mHATv"TE WAM nl*�� 15 mInw2b I 59 I I - .- - 1 X/24 (sm son 2 amjjw) p4ws� V/24bo, 14V 4 0/011 W/O (D-0 ,,v w Am 2 tmum 3- M.. 2'/24 11� V/24 11, Now 3 Sam 4(- T ifii�, 0 f" FOR Cob"m OMAN& 99 I* won. m . C, r ScHmm __ I - __ 1� _Om raNCAM RICIM , - ; � SCHUDLU ON 31mr" - I. .,I,. SMA FOR wwo ser", - -,I, rZ7 7 ON � fol vw " i I - 3 "I � M I I I / i I _jI"I,&;LSs 11 - � A-W " I -_ I :�;�_ 11p. __ YK-_ f IA � i w<____T 11-117', I i � ! I 1 I , I _T�!mrlill_ ; i I � I I � 11 �111rt,7_._L,117_111111 I � - -4 _TU_T�!J!__LIT� ;_ - -T-;;4i�-__ - "I'll I � �_. -1 - - ,-JT= - 60 X 'L' " , �_,T' I I so % %� 1 . I - -;ww I i (WIEWOR PANEL) mm PNOU41 i (om Amw , -,WN. �AWL; T , JINTERIOR 1 li;� -1 I Sm mm 2.3.4 L I I I I , , 'I " � M IM 2 11 4 KUDW I , � i I I RIM LOW ; _,_ I j I SEE NPTE 2' 3' it' 1 . "'_ 1 ' i I i , Ll I 11 11 4 31 ! � I it 1 .j�.7 i t I I !.I � I , i i I 1-f) I J I I I I ; , 1 I I I * H H-4.1 �___ � I � 1. 1 I .i , J_ I i if. I . ma:iry ------I - I i I 1 1 1 1 2 IV. � I I I I � 71 - 7M R W's, w/ I j I I I , m ]1 I I I I., I 1 �!�_j I I, IL-i I � 1- - ,; fl 1 , I I " _ " ,Mp � I _L , II-, __ - ,ft _ _, L- - , ii __ _1111 -t __1_1"R_vI0pw_ 40 i .v 11 - � T-,n 40 X ,L,� I � , I � T I" _1;r I -,i- � 1 1 jj,�'f f 1,1"I 'j�'j . f- L � f, � 7, 'r I I T[ VI ITtlIT-TI-1-1 I , I I I I -,111-IrT m 1 I 'TrIT'l I I T � f f 1 - 1 I � 1 Ill 44E41144 I i , I&` !A 1.1 Ill-] I I ! I I I - - f ! __ -, I LE .. I .I. I _. V-4 � Lorp.) 4'. f�_. . . - __ � TE PAVELMAI �_�_� � , - -,-,. " 3�_ &___,�_ f M� NOTE 4 BELOW ' I � JAI_ , � I FOR CONCRETE Amc"m WE xi'm ; 3. --j ",_ __�__ krWAL MON I --tommA FOR WOOD SCRI* Ia IV I* W_ T ; r . 11 I qr� S=ZX � ; sm OR SKOY 24 167 . mr -, 0-0w/ - WO&O 11_=_..241.1_1� - I I LAST PANEL 0 TO BE I --e A- A OPENING SHALL ALWAYS nw 4p Er el c%1A I .L 1090 FACIUORE I , 11^ __ IF ImD BE 12199 9 04VAU-M FROM '416 111 mRaUR E=Z HANQ MILM"W.'. &=Z 0 CANEI =EM � ------I L I I'll r -Ar, - GAP - - 1 - alp, I-Ar- M- CAP - - - w. Rn. CAP-t- '�, 1114' �_-77��T,��/ \ 7 \ 7'1777 � 11 7""�, .4 :�i / j " \-"A-\-,L-N�-Z-,\,,../--\-/-\-/ - __ .:,.z V T-'(DvCM-@-(D a 11� CRY, SECTIN D�=0=4r" I le" tm � $00 vw - i, (I)L DEFINITION OLZMEL=; E - STORM PANEL SYSTEM CONSISTING OF PANEL , I, = NOTES 17 i � , AT 70P & PAWLVATE PLUS OR Ifr LOW (1)� aZ1dEQR.QE_§JEWA_=� E - 2 14ANG 70" PANEL SYSMIM CONSIPOL OF PAND, . (?;ll BOTTOM W/ PANIIII Cont. TRAM 70P & BOTTOM, (2), END PAWLS SNAU ALWAYS BE CON"" , WALL BY MEANS Of (2), D PAWLS SHALL ALWAYS BE CONNECTED, 10 wr(ON' TRACK MERWISE. A SICIP MR PAWILMATIES M IF USM r "L ./ W"T., 'TV' At MOTION. M PANELS SHALL BE CON 7 'e1;:J._.V;k (B $KALL BE PROVIDED AT TOP OF MUCH FAWLS. M, ,�,,,g�, WING RUT DR VIIIK-Wn. TA"P'4ED?(9111T AS (3) CONSISr OF DESCRIBED ON (5) I Min. rMAMSCREAV �Fllr/ ZRONIZ/0-1.91O SMIv'HER OF TWO (3). FOR CASES WHIEN END PANELS ARE USE ME, "' mgj, (p A, EM PANELS ARE NOT CONN-V.-/ DMIOR FLAT FLAMES OF END PANEL STOP BAR BOTTOM M411 cm� A STOP =* Mr. PROAADED AT TOP OF SUCH PANELS, (4). IN 0,1SE I CAIDTIPAWAS (4). FOR INSTALLATIONS WHEN ENO PANELS AND SOME DIRECTLY LARI T11%DDWR.IO IS AT P) I EAS HALL 4L, ,% is I Be CONNECTED TO ROTTOM NOWT&O TO EXISTING SILL OF PANWIVVIZ USING IS KAXW ON NOTE aAW N SUDH CASE. CONNECTION OF FARM `GR PANEL to so OCCUR AT 1EICATIM W/ USED 4"My MNCOKSKE'ANS TV A MAY MAY BE ATTACHING BOTTOM TRACK TO WALL Ia E;R NO N. = . MATION AND .v 11'. , MXMW&R TH cs� SEE SECTION v, 31 & 4� ON 04EV 24- 15a ANCHOR SONEDILLE ON a4EJET 25, Min ,,, �, E. ", "Al "' VSED NOT Wim To IS: CONMerm ED I BY m', IA`= W V TABL&OWS VA,10110#140,4 . T1 ELS (8, E LEFT * RIGHT 3 - T5HUCCRI, =W01.19 . e,�§�A, I _yN 'k ,... 1 p . __ .� A& . ,�s � g��.',` V\r4fm `%. '-, FLORIDA OUILOINO, CODE (High Woolly Hu Carm Zone) � _ . ? " No, 4 167 *, Ir 02m yvmc� � 20 GAGE G&VANIZED STEEL STORM PANEL " E = , . DRAWN 91. = * .. ( '2 - - — ___ = 0/14/2,00 � �� I .!> lx,,,� ORAL FIR ON PRODUCTS, . � -$'% ST OF ' �S - �-�- - //' �[IL_rEC�o GL OTECTI UjC wt, . 5., ,:�, I . 1, f_ Asm *A It STRIP - ; - " � A �1� m`IAnA*` 14 WWI M."-7w. I'A', (94101011-M7 1 b�--, . �, %�, 4�aw 11 , - � ,��pvv _,04 -.1) - IQ , I _,,_,_,i,e C _!!�Iwl n, 1 � E�! MW 23 OF 29 041, PI01E, ji, I, - ____J�m 1 ___ I jN5jAUATJ!DN WAILS ME 5ERIES 2NQ ANQ 1000 E-Z HANG STORM EANEL (1) INTO EQUEED CONCRETE OR CONCRETE SUCK COW-AUM mmr_� ��__, - O CAM 9= � 4 I- em 20 \ � �,-� .4 - r. "It F*'o' ___ ,� .v - \ ,,, "'i tohtw� 000" V= sm-mu W. ED wl� VWMR:�. � I i,__, . j tll%lir? ,I ,F_z--` v -m7,, 1--t N I 2m MIAMI :1 I As, cawftm \ � 1111ww"Of 000,01 cxw.m JL 1 li�,! d � I 200" % r= 1 �. 1-0 T 14;e '1� w - . I �,, . i 1 .4� 0.9 I tm w". A In,mI,, mmart ., - ------- __I -1 __ I �' - S' -I L_ ----I - ��A- I ii�__ 1 �1-1� f` %--: i I ; I I f rm57 __4 DrA, r rm I, 4644� . f4 I iI 1 I .,V,r AA- - I I J-1 I __ - - - I t .) I I I i 11 1 . 7-,�N&18- 1 4 �1 " , , . I ! I __1 I I T , 5 . 41, =__0 I . I i � I 11 I 1 -. = 1 1 L_ MR III, - 50�ARA� I i W 70 CLAM I I I I V,M OVOILAP I 11 i I _1 - - g 9 I I I i a 1 la =1 1 , I I =11,1. - 1 1=14 v � W I I , * I - i I cvm OVOVP I ! ! ; k - 9 L, i TO QUISI. I I I T 1 I 1 1 -�Xwv so" A/ I 1.0w. Evm D~ - N I - a 1 I I i w I - ., - I I, L -mmm" I ; _" U",� - m I rNm �� I I i 05 I � I i 1 i I z I - ! - - __ - I 1-1-rI __, __ I - ,'I I ff� I I- 1 - I 1.114 - I I t *� - L___A 11 I ; � 11 .1 4-1- . --- � I I - I . I � � - I ! ; - I - 11 � I -0 11 , I .1 I-, - - -------- IA-4- &I V I �� I , �j 11 ) I - I I — I I i - It 11,11 � 11 I I ae . �/ , "' i 11 10 I ;mi - , - I'll _f A vi ii 1, �_` 1 -1 � . - - - 0`/��,'� -1 . - v I , 777m �, " L FIRM0, I I = I I I J, W= � ,� . -I Z . , wom - I � ,I' - "' "�' - J7. - a - ____ f �"", - - �-. '? � -11 _`' mmle" A x --- - 1, =0 " I I I - — _.�C;� --- , - - — I I f I �, ----I L_� - - f , ,� %wr0!5r='%�. ED w ; " ,' I :r- , " W_ I 1 WO _-.1. - - � i , ;, - , " " � :1 12, .. $am I " � � I =W4' 11 14... 0 'm on mm - 1, L - I '111w#` Xl� tv, ... J .4m, , I , R /,,,.,, I. 7- - � *000A � �7, , � t-__-.mr__/ , I 1 ="I =�_ 0 IHM 2* -, iz 20 - L -1 I "I " , � � �. =141101�"_ : " , we M"M.m , -.;� � ,Iv -w zo Z614 � "I . 0'r 11, 6 r.t� ,I i WALL AND mm - - - I C W" ma INST, lum 0 ScAut 3/a.l. �_ . SSEGRLE3/114 (_.,� FLOOR IQ CFJ NG yQ01MG INST, 10.0-m MOLImp INSE, SECTION 4! 0,40,16/4. - - 1, IN 0 k :1 . ..... �v mm ,� sm speCOCATO" A01"Ralm FDA Ust W I 8AR a W. As AS TO ItRAWIS, 2 OR SVG-AqUE A,,1007111111#�,Iv, #1 TIZ k.-\ .. SOME 3/g-l- 4 �i __ I _t orpma-t Or(D W= , OR wow OR 6 "PA"'N TIM ON am a , , , kt� Ir' " . .... * .,,,� - , , 0 , "'si� -no, . , 8 - - L 0 - �. 11 I I I _21-11114116 ____z � I \�, .�, 101I.-I. 44167 % . . x I - FLORIDA BUILDING CODE LHIgh Velocity Hur cane Zone) I j AL LE r"_._-__w_-___1 . - SV�%. STATEOF ; -- -. ----- - ;, W= DLIECOL Z I ;� -------- INC. fp. 20 CAGE GALVANIM SIM STERM PANEL *%*No, I ULLIJL I _-&D I/r - I' m ,'I, 11-D'_ VIM �, I , --� N,-0 - �, �-- - _________1 /220" r / 11L1EC0,_..A GLOBAL P"CMN PRODUCTS, LLC, a?/"Am all - DOG S1.1 m smw , _:j -"'es / I A , � . R,ow m-Iw - , — wv~x., .T___iiB w4t19 - I - , - �11.,E_ V!-4-2-- I " 14 "151; - C, . i 'Aw At a I . I U) _1� " (3) CD (1) = _4__j 4--i w =:3 co > 0 L_ U) CDL CDL < (D _�_`AAP 0 C =3 -0 Cu 0 L_ 0- 0 a) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� L. U) ICU L. cn =3 w m < z z _j a- . SHEET NO. SH 1.2 a I -6-0 (1) (1) _C= - C/) C13 (D 7` -0 > C- (D 0 a =3 I- L_ _0 ____ I _111-1 (1) 0_ = 0 -, INSTALLAIJON.- DETAILS FOR SERIU 2,QOO & 1QQ0 E-Z 14ANQ SIQRM PAMELO _____ I i CD CL 0 " , -1 GENEM NOTES = CU -0 0- . IN10 EXISIING WQOD UIRmum Owm�=QMLJUI& UFT 3I A, L:Z.M§A_vdATL,BMW): (ic) - , � 0) -4.- a) (D - . - T STORM PANEL SHOWN ON TINIS PRODUCT CYALLAIRON DOCUMENT (PLDJ flAS BEEN VERIFIED FOR COMPLIANCE w ACCORDANCE /1-4 TAPCOK AKMORS, AS MMUFACIUREU BY LTW sulw_x, INC 0 1 0 Cn :!=! Mal" "2- DIN11112" MMEE MUNG (PA&I MO � �,� �,� i I � r �1 � WITH TIME 2OX (7th WON) OF THE FLORIDA WILOINO COM ?HIS STORM PANEL SHALL HOT BE INST&LED AT HIGH - 114-10 PAIM.MATE FEMALE 10 AND PANEWATE PLUS ANCHORS, AS MANUFACTURED BY EUCO CONSTRUCTION PROOUCM � I w - , I " i 11, , / I , , - - U, ow woo VELMrf HURRfOANE ZONES (MIAMI-DADE / MMARD COUNTIES), 4,0 LAC SCREWS PER Nzs, -i.1-1- t�4 L4 1 11,141 , OCSION WIND LOADS SHALL BE CETERMINEO AS PER SECTION i609 OF IPIE A20VE MENTIONED COGIE. FOR A R4%C WiND - 7/18'0 * 51W WOOD BUSHING, AS OWPOSUTED BY ALL POINT SCRCW, 900 W SPECIALTY CO, 1111-Afiam - -1 T/2, W� INNEM" pularwro I ", j � 11 .1 I � � ` f 11 i " (IF 'ON 'Em SPMQ AS REWIRED BY THE 4URWICTiON WHERE STORM PANEL WiLi, BE INSTALLED, AND FOR A VIREC110ftALITY FACTOR - ,,, (D -0 Q � '�t` I-) , T01 COSONO WOW HDO11' � I I . . -0 -0 CORESPIDNOING IdAXIMUIA PMEL LLM .0 !j�mrbvu M&MMUM AL&D-DESIGN P WNG PONDIN2 Mubw I UK" 9 $1 VIC WIN - To I - � _� , � 11111i�:_13�%, .I",, III- f 0. - E= DSUWCE - -, ' -r,______:i1 � KO-0.85i USING ASCE 7-tI5 AND SHALL NO EXCEED THE MAXIMUM (kS,D,3 DESIGN PRESSLIRr RATINGS INDICAIM ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE I 1/2* AND Z' FOR ELCO PANWAME PLUS FOR SERIES I 000/2= E-2 HM ZM PANEL M SYSTEm SPACING SC14EDULE FOR INSTAU"NS INTO ORME & M=RETE BL= Sl ucn=A It - 11 ,, i' ' "-'_AkC-L #7..I- SA�, , i, I 1l, r' III = 0 U -= a) _V&ID DgLlc FOR pAt"r � -11. , . y � I ----G) .� " ,111,, J111" 1 4" ,L 9 THRO 12 ,& 17 18. AND PANELIAME FEMALE M L_ LS-1-Ama-21il, I C, T14 - S�tAr �, 2 - 6 I -IL I WONG IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL & FIRST C 0 ?�: � ., . , 04 -L -I - , - �T .i-RMI.15': 41 0 0- - I I , , . - - - ID _JT`1 , 2!L PLOUCED, TO AS 0 DESIGN PRESSURE RATING BY MU PLYING THEM BY 0.6 IN ORDEP In COMPARE THESE W/ MAX. (A�S a) C�2) MIMWJM THREADED PENETRATION OF LAC SCREW, INTO THE WOW FRMC UNIT 94ALL BE 1 1/2- NO THREADED -1 I IN ORC I , ; 4 �, I A I DESIGN PRESSURE RATINGS NDICAMD ON VEM 1 9 114RU 2 & 17, 18 PENETRAWN INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADIED PENETRATION , �_Icl 1_�_ APPLICABLE TO tT i I I/ \ /,,I , � , 0 M, 00 Of ID - jER TO VE,RtFY THAT ANCHORS ON THIS P�", AS TESTED IN �= INCREASE 44 AU,"Afkf, WAXIIAMW MWOOS SPACING MR E, ft, - ), h 9 I � '4". .s..'.., w lit4m, a" = V, """ M;�= oeel%, W-N �g.-N -.,-.% - __ 111. T 1 =-2-vit- mus, I ,�r . 6 \ 1 ,;, * a - 0 LL - .6 , I rff� - � , i I , � M NOT OVER STRIE _ A 33F MeURE TAFiOaN$, i OLAT-4m "CIAM FOWG_' 0 MiXAAUW PAWL j, ", I J 3, E DVAIL 1/24 a IKS W11 TO FKATINO wow "E�L � I I � - STRM FOR WINP LOADS WAS FASrtWCkS SPACIN43 TO Wow HAS SEEN DEFERON"m IN CAI) MINIMUM COCZ DISTANCE OF LAC SCRUWL INTO WOOD SHALL BE AS INOILATED IN THIS MA*M 1'. X-MlIsA= MI* *4 4=11 11 ACCORDANCE WITH NM,S, JOIRSO USED IN THOR ANALYSIS M 0 -4.- 4- � - - - LENGTH V Jet) � I 11 4M 'A DOI at r&Rf rrip.� 14 co , 2 SAIIIr BOLTED . 1. I V. Y., 1.*, To - To CONCRETE 10 MM III 11111 To OCHMM � , ,--.- - . , � GCwL Xlr A ITIOR PANrL'S ADVOWIET FOR IMPACT AND VAND RESISTANCE HAS S.- ECt" 6091.2 OF LA) MINIMUM PENETRATION OF WOW BUWIN4 SMALL BE 5/8'. 114- 0-20 SCREWS USED SML BE I 1/2- LONG M(NimUm +".a. _75_3 70' OR LESS 1.13 j;,GaNOwmj7o CONCRETE - - I i ", t i ,k, I - m ,Z14 VEWMD ON ACCORDANCE VATI4 S I � V* a 31W - __m im I --- s/Ir Mu.. Pw RATT TWIIL #14IT" S.Ms , , , �, - . _mu___._ THE ASOW MENTIONED CODE AS PEA1 AMERICAN TEST LAB OF' SOUTH FLORIDA REP(M5 #WI4,01-01 ME) 0021%,02-M. AS SHOULD STUCCO EXISL AND I' MINIMUM FOR WALLS WITH W STUCCO, 0 > - - & r (TOP) .. .I 41, mfwm or EVEM 0 - -1 .- - 4) i k . I , -'I PER SSTO 12-09 4: A$N C 3M-02 STANOAROS� AND AMERICAN TMING LAS SOUTH FLOMOA REPORT )112�_111-10 AS PER - C_ .68,0. -75.3 70* OR LESS 2 7/8' SIXTED . 4' & 4'W t2, NIA 11. N/A I 12' N/A 12' 1 N/A 1 1 mwom "P I io C�5) IN CASE THAI PRECAST STOW_ OR. PKCAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING 11. 4. --Ij �� TAS-VI AND TAS-203 PITOWLS, AND AS PVFT CALCULATIONS PERrOWED IN ACCORSi- " W1 SECTION IGG4 0, THE L_ FLORIDA BUILDING CODE WAU_ ANC"OOS SHALL BE LONE; 04OUG14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. U) (D _4� 3'* to' ,. 5� A- v A,.� i - - - Iii, -_1 (SEE IT= 0 ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) & C.4) . - c- I &TwU4/z-"�FS & wwo*ff AT OVILAP & ax OF PARM LENGTH 12' 3- W r ,I. a. ._§�-,M). -17 __L_� I r I I (n CIO ca. : - __. 87 a" 2� �1110-1111. I I I I - � _ips____...___ WOOD, WPAGM Womm I 111� 7. &L ALUMINUM ExIFILISIONS TO BE 50621-76 ALLOY AND TEMPER, (UNLESS OTHERMSF NOFIED), SVC Sum. 2 IV) MrHCRS EHAJ� BE INSTALLED FOLT.OW0,14 ALL OF THE RECOLOADOATIC45 AND SPECIMATIONS OF TK ANCHOR'S MW^CTUMR. = CU ZO -4-0 N/A N/A 141A N/A 12 1/2' W I '. Otm,m) - 2 0/16. WK,. t y4-po.v,- v � I - .1. ALL ALUMINUM SHEET METAL USED Al CLOSURCS SHALL HAVE 4TC5HL4 ALLOY, = WA MIA - � 0 PANELS "( ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DEL41LS SHOWN ON SECION I TUR0000 0 'SHEETS 4 �- -0 - U) < +66�0, -15.3 - - 70* OR LESS 7 g/,O* a. w ! THROUGH 5) Ur-EF- THAT HEADCRSO a(D SHALL NCR !,It USED. 71 9 1/2' N 4 1/2' 4 1/2' N/A - 7-PAPAWN'- . I I �-iiw i I _. 4 ALL W,Ett. SHEET METAL PMELS SHALL HAVE STRUCTURAL QUALPY STEEL- AMU A-653 QWL 80 MINJMUM� 0-60 C,4lLVMIZED . N/A , /A NIA 3' (TOP) M CLASS- TIZZ - I I-WOR -� 12, Oz . . I E��_ EVERY - 2 'A' w� S11mL 019"110N W/rr- 222 "I (AIFTER RqLkml- 9, IF SHALL BE THE RESPONSWURY OF ISE CONTRACTOR TO VERIFY THE SWNDNfSS OF WE STRUCTURE WHERE SHUTTER IS TO BE - 12, N,A 12, N/A R 1/2" 1 N/A 9 1/2- N/A 2v (BOTTOM) 1 EAW OVUkAP 9 . I - - � 9 -WAN14T"- I � ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRM BLOCK OR WOOD FRAME _ ] 1 4�-"4/4- QA54 I .,_20.4"r IWS TO HE SIAMILESS STEEL _V4, OR. 316 "I SERIES OR CORROSION R VSMANT COATED CARBON STEEL AS PER GIN MUINGS. - ri, - IZ __ i5 # $ - j/ I To L( _ d 5. ALL SCRI, E_ 12' IN A I I v SCREW !/ , a 5018 W/ 50 k1i YIELD STRENGTH AND SO Hit TENSILE STRENGTH AND SKILL COMPLY W/ P,OFVOA BUILDINO OW SECTION N/A 12' 1 N/A 12- N/A 4, (TOP) + " -1, I f, v - - - .1 - A - � _21U' ,9: 5 241 1 _Zr.,JA� 10 EACIH REGULAR STORM PANEL WT)4,LENCTF4 OVER 90'. AS PER SECTIONS Vj Z, 4. 5, 8 AND AL1SNik",$ IW, 3W & *W ON - - .., ...... � i 7w/.11;111.1i1% � E '. I . � !� 10 awm - rmk� 04PLW I �w � SHAL HAVE A LEGIBLE AND R MY VISIBLE MARIONG I "-UPW, MER OR TOW 'TO 12' IV a 1/2- 2 i I 1. � 2 - -,r I I CVw OVERLAP SREETS 4, 5, 6 & 7 RESPECIMLY. EA I I (BOTTOM) I I P 0 I I 1 1-1--l-1- I i 9 BE BOLTS TO BE ASN A- 101 GALVANIZED SMEI. OR AiSf 304 'SERIES STAINLESS SI EFL. WITI 36 k.i MINIMUM T.Irw VIVENVYft, SECLIRE PANELS WITH APPLICABLE RONFOACEMENT OURM PERIODS OF AURW.Mr� WARNING t I 7 ANCHORS 10 WALL SHALL $L AS FOLLOWS. I " 1HE INSTALIATION CONTRACTOR IS TO SEAL/CAULK ALL SOUTI-0 COMPONENT EDGES WHiCH REMAIN IN CONTINOWS, COMPACT WITH I *LJUffM TO MO IL00. ",D. DES" PRESSURE RATING F'h� --J,-- - gi I � I 11 I i � - 19 I I BUILDING FO PREVENT WIND/RAIN IMMSION. 4 t9i I - g4, � (A) M_E&9MW,EQVSEO_�� AWE SHIRT 26 MR MCIVIS TYPE & SPACING FOR IRSTALIUM" INTO WOOD vv � f, I ii - 1/4-* TAKON ANCHORS AS MANUFACTIPRED BY IJ,W. OVIUDEX, INC, (Wn. f'-4lI92 p.s.i.) STORM PANEL INSTALLATION SHALL COMPLY WTH SPECS INDICATED IN THIS OPAWING PLUS MY BUILDWr AND ZONING RECULAPONS FRAME BUILDING go 12) 10 BE- 1/2' � _f i � i �- p - 1/47 6 X 7/0' CALK-W ANCHORS, AS MMUFACTURED BY DEVIALT M PRVADED BY THE JURISDICTION WERE PERMIT IS APPLIED TO, mmmum ENE owmcv An WWAM PR TO Me, i t/4-0 * .5/4- SOUG-SET ANCHORS, AS CIMTR16UMD BY AQ. POW SC"� SCILT At SPTGI GO =,.-=R.r 0= MICAROD ON S014150" MUCE ANCHOR SPACING � b 199 " I , to, (0) T41S PRODUCT -,VALUATION DOCUMENT UP,".) PREPARED By THIS ENGINEER Ls GENWIC AND DOES NOT PROVIDE wOtimilvirm ON SOHISARE BY THE FOLLOWING 90045, FOR r, I - tMIri, t'I�3000 P�I.�) FOR A SITE 1�-Canc pROjEr,, �A� WHERE THEERTS COROMNS DMTE FROM THE PE.O rAS OPERAROR TO BE POSSIBLE RMOD SPACRIS WMkED USM FACTOR SMALL i 'I . I - 3 1 �" T ;I1A_JC PANCLMAIF FEMALE ID & PANUMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSIROCTION PWO'JCTSL + KOUIRES V- DISTANCE BETWEEN BOTTOM Vj � 6 . . ' �' I I 11 11, THE t OF PANEL 71I 1i e 3 I I i __ Not BE USES THAN MINIMUM SPACING INDWID) " EACH ANCHOR TYPE AT - - �.'-11] il [ - I !-L - ____ [ 1 - Tj I# 11 1-1 k� I - 1, 470 ZAMAC, NAILIN ANCHORS, AS MANUFACTURED BY DEWALT. FNC� (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECITON, PURCHASE AND INSTALLATION INCLUDING UFr SAFETY OF THIS PRODUCT ANCHORS Uratra 1/4'. 2 - -I - - I I /,., � - - I r � j"i BASED ON THIS P_E.O� PROVIDED HE/SHE DOES NOT MWIt FROM THE CONDITIONS DETAILED ON THIS DoCUMENt. . ++ RODUM U.. OWANCE BETWEEN BOTTOM Of PANEL A i , r ID I k I - - A, 0 MINIMUM EMBEDMENT, OF tAPCOW ANCHORS INTO POURED CONCRETE SHALL Of I Zilej 2" FOR EUO PANUMAtE AND CONSTRUCTION SAFMY AT SITE IS THE CONTRACTOR'S RESPONISSIL" _ t. , . - , 2 - Y-tv".y , I .UjS -1 -. ... jt4 I/ I /� V;* ��, -4 . � mATE PUjS � �� Now m ,�_ , � , , W.. 1NOCAMOM � ,V. -ka'sI.- M.S, 1 3/4* FOR ?AMAC %A!UN ANCHORS. - T.vw - RA__ - AND (2) TO W_ 4/ir 0 NOTE A -0 1� - .. . 1 MAIM' wm W THIS PPOCUiC1 EVALUATION DOMIMENt WILL BE 0ONSIVERM *NALJD IF MOiYqCD 1.9 --- '1� /11 � r ,A ,I � "" il , � I , 2 - I L a i � 2 vEwW) - ____ I2 t/2 _.c -I a .1 1. A,21 CALK -IN At SOUD-SU ANCHORS SHALL Elf EMBEDDED I/W INTO THE POUKO CONCRM NO EMBEDMENT INTO OL Ammom VACW w f - t/4", LAG SCREAM 0 4- 0,C, i . - - - STUCCO SHALL RE PSMI MI. V4" 0-aO SCRI USED VAU. BE I I/,?' LOW. MINIMUM SHOW STUCCC` EXISI, fid) SM SPECIM PROUCCM SHAkt Of PREPARED BY A FLORIDA R15CMTERM ehotNETR OR ARIGNMV W401 WILL BECOME THF Y I kj 1.2 -- k1l'.. A -2.1u.-RETTLAIND "'A* - K' _-, I k VW", AND T' MINI UIA FOR WALLS Wm4 No SIUCCO, AND MAY BE HEADED SCRF" OR ALL THWADED SCAEWS W/n HEAD, ENGINEER OF RECORD (E.O,M) POR THE PROWSOT AN=U WI , RE RESPONSIBLE FOR RHE vold'ANIMMA" Do -s 3---T-7- I % I � 4-wl -- _.�_ 1 --- FIAT ae 1� , 11 - -dwav SLIT WITH YANG NUTS PROPS USE OF THE PLO, ENGINEER OF RECOAD� AS A MSCAIL0 ENOINEER TO THE i 10, 3 ,/, , ,,� '. coon" m -a a- �, i h 1,9� ..w ".A 014 . * .-a ,-wopq �J, 11 "I :: WERE 'A, ) i % � � --;p4ll ,WS. W/ I'm P�E,D� ENTAMES, SHALL SUE000 70 ','INS LATTER THE SITE SPECIFIC WAW45 FOR REVMW- 4311111. 1A IV" Llril 5-1- - I. - 2uhm _____ - 111 �mwv __ \ v- r , - - e 6- ox. / A.31 IN CASE THAT PRECAST S'Oflt� FRECAST CONCRETE PANELS, PkVMS, STUCCO OR WOOD BOARDS OF FWNO ON THE WOW PtArf FIOURED 1. I � PEAMO KA11i BE LONG ENOXAf To REACH THE MAIN STRUCTURE BEHIND SUCH PANELS C.) THIS P.E,O. SHALL SIM THE GATT. AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIDW I Pon ENCINEIR OF RECORD THAT PREPMED IT WALL MOU I I WOOD 2 ANCHORAGE SMALL BE AS MENTONED ill A-1) AND 114 A.2), ; I�r � ALMMME 2'*W ; I - .. IE MOUIRED it EXISTfNG WALL OR FLOOR. ANCHORS S - 4 FLAT ON ON EW ; I I , 2'.1' MOOD RAI OR ON EDGE I . SCALE 114�- L � �; " RECILLAO) PIAT z 4 I �, PLATE 3!i , I -] - __ - � � � � I I , ,�t�� , - IC SHUTTER 10MUFACTUM'S LABEL SHALL BE LOCATED ON A READILY ITIVRiLt LOCATION AT WORM I Nw miti, (2) 2'.4, � Mi, ,= r It --- -T-111 I. - f , , F3) Q -4 mr, - Amawlyr ,�,, , � . m t1ft.._ . � __ L., 7 __j_ 1_0 I v __11 . _ ( ! T/4 � 0 f I� t W Si INC, PANEL SHUTTER IN ACCORDANCE WITH SCMt,lC,7QT9i9�!OXL,tL=�AUDIrOL"G CODE, ONE LABEL , , I SCALE 1/`---l- I � , ,�', SHALL BE PLACED FOR EVERY OPENING 'rOW 11109_*� 01 THE , , , V. -iii., I - I/O s x vol Mx,-Ri ANCHORS, As mANurAmuttv By ovoAd, INC. FLORIDA BUILDING COM, -ft-om- I - \ __._ - 1t151&UAM___ - -0 X 3/4- SOUD-SET A CHORS, AS DISTRIBUTED PY ALL POINT SCAM, ROILY & SPECIALTY CO m=1 `� - I �, mfi - �/4 1 , _�K, I IMA ALURNAM 4"W - #14-10 ITAMEUII FEMALE't PANELMATIE PLUS ANCHORS, AS MANUFACTURED BY eLOO WNSTRUCTION FIR'",liffiff", "'ttittinfirl", , INSTALLAT-10145 AM ONLY YAUD POT Ob-OGS W" A.Sa OEM LOADS _ - 01 M010irivi! awn V., SCALE 1/4__11 'D AND , 141. UP 70 .66-1IL -75,3 P.1 AND PANEL'S LENOTH UP To VCT, So ,� 1� " 41, , - 1/4" 0 2AMAC NAIUN ANCHORS. AS mANAiRAGWRED By DEWALT. m ,-Tk� �: Rl"m , , - � ." - - " , rft� - 7 2 W.- " I """ A T. - ,�.'_ .� ,6�111c� P�. f, ,$,� FOR NEW WOW FRAME CONSTRI,0`10tc WOOD MEMBERS TO BE SOUTHERN dl- , , et,,��%�� ..... ,i�/)� w", SCALE qvr- I 9.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO RmEj_4ATm AND ZA'AAC NAlm Aw,NOR. INTO THE ~ it�kCEN % *M ., !'�;%,. '.I, .Z�f . .1 - '��- " V�6% z �,, ,�-'��Ems � � r . ,,, % . zs, PvAE Na� 2- W/ SPECIFIC DENSITY OF aSo OR EOUAL .. , -- . - . _� ,_ FLORlDA BUILDING CODE 2Lon High Velocity Hurricane Zone) .r " - BLOCK UNIT SHALL IRS T 1/4 , - I .* . , __ ,- --,.-" \Y1iIEN&e`%1 , o .11, I I '. 1F FLORIDA BUILDING CODE (High Velocity H cone Zone) , 4t , � - --W-%,44 7 " ' 'I'me OUTDID. m 2# GAIGE GALVANIZED STEEL STORM PANEL r^ � 11 11 - - I -11 I - . I FLORIDA BUILDING CODE (High Velocity Hur Cone zone)l %'l) rALA-04 a SO1,0-JET ANCHORS SHALL BE SUaCDOEO 7/0- INTO THE CONIORC-r. BLOCK UNIT, NO to -, 1 - I I ., NO� 44 1 Of .1 li arm ImurA #01 r, hvA-I& . z f RD, 4 � - *= 72,104, INC, . . . . . . . . . . . . -11,11,1111, "e"" " =*� -*- 20 OW GALVANIZED STEEL STORM PANEL ou" mi SEE T ' O%X.,AI 10P AS 1 *' -, * � 20 Ow GALVANIZED ". STUCcO $NALL BE PERMITTED. Ile *-20 SCREWS USED CHAL.- BE , 'Ir LORD MINIMUM SHOULD rx�'T, * <41 �� _, -_ = - -1 - 'I I STEEL STORM PARR 0`0101 W� AND 1' MINIMUM MR WALLS WITH NO STUCCO. , - - - I - ��,, �__ low! 2 m _11�r ON EFT . 2,§ 1 ft� O�S -I"" S-- '. '. S kT OF( - llz� � _1% T ___ - I - GLOW PROTECTION PRODUCTS. JLLC. ""�,_ z . * f WELL =T%. " M CH S F /T1 ME C 0,.. \ � AfOOD_ I - `__ , HERE;, OLOBALPROTECTI �.. ARDS 17 - S_ �O% SlkTEO-- ,I, __ "I GLOBAL PROTECTION PRODUCTS, I.I.C. at/n/w2o . M"m ,P-, : __ ON PROWCTS, LM ""t"K'TLP" Sa) IN CASE I PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD DO BE 0 . 1W.ft USMO & CIMANCIANAP0 COMPAWIF IWO S.. M aww , ,31'� j � - I I A m1k __�> . .. I *.:* -,�,�- --- �., - ITM "" I, OWNL rL =iw)", - ,,, r I __ "Dow AWANAM me 4800 LX SI StATO - EWING WALL, ANCHORS $)'ALL BE LONG ENOUGH TO RUCH THE WAJN STRUCTURE SE14WD SIM ,,, N't ) R!? - ; � - _s.____ .1, At _111, IWAI' I. , I I z �__ _�_ _� ... - . Tw.jIfFA1m - . 7 . �)M%`_�A, f11K 11 115 20- a 1111w,:!ei� - - . I I-T 1� &ZONNE We IT= C.M. FL MI. ANCHORAGE SHALL RE AS MENTIONED 94 &1) AND IN 8,2)- 1 - J-1 - MY 202m ANOW-Umm I l4W_ T - _r ... IN, '1A0Aj,,7,;,';1 - a-Dam's - - ar."tam-'sBA, m- No � � I 7 "i's x "' "';,, $4 NAVY'Sof- f _0 rmmfmw cmpAmy FHONE, wmL rL ="Ot., _., 1 �71,j .i. 0 .0 n: If, "" "'M40""'-w- Ya _ IG- 4 807MM 1AMINTHOM W Of C(AW" N P10&I O"o,"Am-Y&W A- M-0180-470 20-176 ,,,' ,%W'.4 Z41MAMAVWE F RAI - . - ,. .:ffill � -I P-M P117 "lloossimp";-t I 0I v*, 10 SUIT Aw, .mmA.Anov. - - toz I Two -.1.1 211 I'll 1z .:I -it. "AIN , t W .A - T &.1 omomt; "i L "Plawwom V. n. -.1 smomokumf4clar H. � .m=- .".; 1, P,E� 3LAV, 'L I"All"'I I M . U =b or 26 __ - , sita" E ,.- A-f � I '. OKI), I - I . - - 4' "'I , , , "' , 'Alti or I - I _ I � - - Imm 20 at a I I I _1__Wm-.:--R"` .- I � . A A , I - I � I I I I I � 0 j MAXIMUM A.5.11A QCM E I NOINQ +2/4 *1 /4, 3/4, ", 5/5 & 6/5 I IWALLA119N DETAU EQR REGULAR PANEL n1 CNEONENTS EQR REGULAR, LIFE MEETY & E-Z HAN9 MRM EANEL-TITITM maim I 3914EDULE 2NLY E9B now am - ANCk"S (SEE SCHEDULE ON IW/6, 2W/6, 3W/7 & 1. 4W/7 INTO POURED BLOCK $ . (SCAUE 1/2-l') MNELA Is PQUREQ QNCR NME WM & WOOD (t) a MAK 11- I � I.. ___ MAX . ONCHEIE OR ONCRETE -TEWYM r'. MINI -7- -,----- SHEETS 0, 10*11) ------ - _.____,______,_7i1 wim.7 I---------- __ , __ 15.125' tT0TALVfiWH)-------------- ------ - ------ -- � I _zIwr----- SINLE PANFAS(b UWMMMM 6 a �1. L O` 6 I __V i I .=T00CRET1 - _95TINIS POKIWO CONCRETE � 12MCr (EFFECTME WM)-- - - -- , ------ - -- , - -.1or I AT TOP OR QWN �� -I- - � It L CONCRETE BLOCK � � YVIZW/4' mcn Q_D QD 0 it 0 olz DJMA.,((Dj). 3 , 4 � F'T -I- --I-- � - T -I- -I- 7-f- I- 7 _r_-r--� � 7-17--i-7-7-t-1-1 1. ------------..- , . � I �, . - ! _ � � ; L � � ____71 S� � ; ; i -.750 --r 'I.S.Z MwErm ; AVIDUR0 REOLLIRED. i �', i f � .. 1. ,* . I 411 --- 6 1/4' (`T",)--- - _ z . .17 - � '. To � We mm wa_AmW � . 4 _. � r ,,I " , � . LI-L I & �� . f4almm Im STEEL �.004- -- I PRmuTmCRAYrris ansTALLATrONS T PRESSURE RATING MISMILKRONS I -11 - __ __ - - _ __ I r�__ ______ -.--. ___ - I I ---F I I � I I 1_f � I Asm AM TYp_ �� . IT I I _`_ ORS " EDGE - - CO. � (Sm SO4LWU Ok I 1 1:711 , GRAN 30 MINIMUM HEM i , 25" , I (PI.I.) (+ � - I I (P-1) 0, PI- -) L+ I L- � CONCRETE ANCHORS CONCRETE MICHOR 11 -ft 1 '� X� zw ! .iw ; F, �ow . I - I I - � � - , - I Z�or_ - 1-o- -, '. I ia . I ,- _1w ; � I !e (MAY Be "EmInsm) MAXIMU A PANEL LENGTH -MA)(fillUM PANEL LENGTH 777 (SEE SCHEDULE ON-- - (SEE SCHEDULE: ON 111; � " � � 1� OR411, 12 (9), quy or VASTINC, POURED I . , . � I I . I t 1 1 1 1 1 __ . � � � ; I t, I I I SHEETS a T�alautm 107 - SHEETS 0 THROUGH 10) " CONCREI KOCK '"D - /,z, I 1 � ri"), , � 112) OOWRM OR m ,;�"; -r"..-I, ; ! - I I �+ r- 'L+I' OR %_ (ff.) a L+n" OR "L-- (ft.)O , - \11�v 11, , ;7 '' I I I � 1--_ � __ I I , 4 ., , - ...41 11 .3;3�w : I 1. MkX*AW A.S D. CONCRETE & WOOD M066611mix-S.D. CORCRII a wow 11 i 1 -, . I I 0 [11 I I I I I I i . ! _ __ - r -,0�3 __ C%j 6 �- I I v__ - - . I - � , 4 - � . W-1-11MOV = . > 1,6W bw - - ------ 1 - I � I_ -Li- __ ' __ I 1 _4_. - -------- I CONCRETE ANON Ow �-Iql- I .. ` , - �,�"__,7__:��__ 1 5 , � �� 2.125, I __ I , I - - 11P �5 I A i I - __ - - --I--- . 0-60 GALV1 EWE I J, - 210 _n� 1414* tol-W I I, --.-. - -� - � i I � - � - - - " 4 � . I - I I = w r ,37,5* -01 W-W, .1" sip'-Io' fji!�r � _ , It I I i - I I � I " I L__ 25,0 12, , , - i �,. 014 - m "I', i � I- I 0 1 - VETAX, A 1 1-1 I 4�1 - , � _ ------- L � __�_ 1-7,= .11�_ � � i I'll, I _W� I � 'Z__ - 1111111 I ___1___1 � DETIVIL A - i.." _1 _ - r - - - - I I - , ;, It -11 I - I � i i 1= - 11 (3) =Rm MNEL "' :_11w- , ---2.OW' a 0 �� -r,- I Am -sr _1IQv - , �1111_ �__ - , , , PANCLS SHALL, M iNSTAILED ALWAYS 1------2.S&r , � ,;�� tw�r u 1 4 1 �:, W, - � , - 1-1, - J 01 In I i _01 - ---Zna- " - - OOLTED PANELS W/ 40-400' 11" I = -= FROM LEFT 10 FIGHT W/ 112, LEM Kwsbawmwo m . I t 4 � I C" -mo #a,- fo* ?a' -a' M.0 - 101-10, $1-9^ (SEE SECTIONS AS � ,� 17s, ", OMT W/ do Ek OVER t i i _< ;p I" - . " � L.- _. _ T __ 1/41-2oll, C _11- - �_L� -1. 1 4" 70,-I, -W-0 01-01 91-2" � I __ LAP I f- I --..- . m 2 -= AT WAT LEFT SIDE OF Phta (�) !e-BLAW (�) X--IMK (�) AbIGLE MM MD jt�, , - I i (SEE SECTIONS AS APPLr_A" i�_ � I I � j _14.=L .aio I I I 1_�_ - - - � �_ I � I SSMIATION Cm Om ma 0 SEP _r. = __!!!!iq__ _!�__I:_ __L_�n_ I ... I A___1 _ - 'it 4 I I -9 _5 L __ 1APPYCATLE) , 1 J I i ; -, - --jr, TOP EDGE __ 1-1-0 - _i:__1_r_ _!i--s�_ 0 8�71 01-2" � L.I., __ I - I-, i "�; "I _,4 11 I 11- � -, � - - I I- TO GLASS I LDWI am 7o1 __Jj TO GLASS, , - ,_ or PANEL 0,024, twm) s" 9�91 01-4* ---:FI- _ - , 11 11 � I - I . I I (SEE SwEBOLE - I - � (SEE SCHErtum ==-W, � Ca C,4 ,- ,,,--- �, -t, � I . - - I- I - I I , , I I , . I --+ . - - -i ILI V. 0 1 : , : c-;, - __ r�__ 1 �� W/ MOVED " " I,- �.,PAM 0 Sao fi�al ,.-5, J MIN, - 0- J/ -" j � 1 i � � ON SKEY 3) . pmfL LENGTH -IMF SCHI " I (PANEL LENGTH I ca = - ___ Sit . ---'--W& 8�-O- 2--4- Z�_Q 71-al I i - , I' � I � 1 CONCRETE MCNORS t 1- '' __ I SCHEDULE m PANEL is Sw 1A. , G&VANIM STEEL * . f I I y �q I 1 a I I PARR : j 1111-1 - ", I .�� I - -_-i7_i;, I __.M�ia --.f--r __7_9 - I I I i =_1 � (SEE SONED � .L. -1 . . = U 137s, 156.0 irEtr I � I ON smm ,I) LrN�N I ON SHEET 31 � I t - >4 ;/- :, �___ �___ __.,__K__F�'_' - , i � i I i - , �, I , 1_ , I -!' ,� - _0_ , , I ,��_� - � 1. I (see SCHEDULE __�� -.1-11" _�`_ _ __. � __ ___7z I i I , 7 , - -"--F- i it � . I S ON SHEET a) - 1� 0�21!tj -m-ii- T--s- s'-f � I t 9 � I , _21_ n __ I i I i (SEE SCHEDULE ON 1, ON SAM 3) I. ?!4, =7 _11-1 1- -1 : _w Q� =m I I ,,;�_ I 1111 Mir T__s;_ To---- A �1 - �_ � I SHEETS 2 THROUGH IIV I __G1_ I i - � .111 - � ' � M. 75,0 7,-5, 61-10, a 71-0.1 6� .4- - � a 575 I i 116% 4 __ 1 1 - - ____ma - - I-J . E ,19 I - - , 0. ... D1250"o 1..v. - j -, .= " "t 10 , E I i I co "I �42m '_ . , It-- I - _r-21 - r-111 0ma I ! OF 'L � - t : =_= w - 140, __ - - - - -1 80.0 W-5, MAX- � I - , ,_ MAX I � _2! � I - __ ______�7_ ��N. t , , _T1 I - I I I I �Ii�,' , , , , " , , , , , , , - , , Ft I I I I � � � 1 " 1 1 . ;I /� _1 ", "I / I ;w-m " , '�' - T 0 � -11-9- O"L i I --I -- it I I ISC I I � _w_1 I - i- I - __01 - wjzl_�9 k1___/'!' 7- I T_ I(J-1 I I ±/A 3 1 I�Nt x ! /A I, ,* " r, i 4 11 , , ` , I , i I F � - - �, 1, I I I I - 41--i�'m 1 i I I _-Z�S%I� - ----- - , , Hcweq,� , � I , -,�- ".2m. - - 1 50% ,� ! , MIN. -7 i - I . - = - 42W`-, , - � j , � * -(!@) OR (90 -�a- oi-r swo _'. 614* @org 4 1 LOF,f/4. 3/4./4 & 6/0 I - -i ,I --- v'r-F!�/Im's � I =9_1_ - I rij C, .= = ---So 7 I'll I OF *1� t - E � Immmic =w-jaw" 11.v_1 -- "'�� p, MAX_ � ,� -g�. " � '.) - .lzc --- .I ,Iiii_ - �, - __ f, I F � 4, I - __ r__ ROUNDED CORNER 0 ENOS OF PANIEL'S I W'r _1i:3:_ ___!�_O_ � I - ; I , �,�,,,, . - WI t . 95.4, jrIa #,-,. r-101 - . ,b. � 1� I 4�'-t%, I . i 90. i' 5: m . � � i � I I I � I I I 1�_ I - - __ ___.______AWAiORS (SEE =&DU11 ON SHEM 0, 10 &I I>- - - , - - - " r , �� I � I �:: - - '* '--: � 'IND' I* 2/4 I - � I - t ��i', 1_� ' - D.m..(�), G). .:S; I "-L I -I ""� - - - -1 , 144 - _. � _L; - - I I i I - - iiE - ,� S_ , a 1*11' Acti 0 ,4�_ - I 0 it 21 411 !S - I.' " ' " - - ". i l', '-"T-7_11__ ,�'2111+-P' : - __ 7cw -;--,F- W/6, 2,W 6� IW'//75& 4W/7 i "" ""' It , , 9010 r_;; 61-r , S " - ,,,�� I "' - -11 1, "I 11 � _, END UP W/ HEMMED EDGE. , _ 3 J2F _____ __ - _ 1_011 .I--, I- 0. 11 __ ,,, - I I 1 -2 - _.__ (M-T-S) A751 A _ A � I0010 5*_45_ 25-_it: mo 51-31 $�-7 1 I \) I � , � T CD -= 7 _vs I . ..... r-I TYR BOTTOM - si�,, L M ELEYATION I � - I I " A I � �'� � 11 . � I "I ' I (.) CIA __ , � 61-31 V-191 Imo 61-j* GAP , I - r4.7.S. -,- I EXISTI �� -*, 2 t__ :,11 = = i I-- , '65,0 - zwr . ,/I. I,-, � �?, __ . " __ @ _1 -- -11:541 . , �- 2.5001 _____F � AS= - , , 1L___L_J_ ______ ! 0 12 I/Z' OC.: . fiao, - SI-71 110'a 5'-I' z ; I ___ i : � I , w'.1, Not YASHM NOND - . I M APPLICABLE) � = 4 ----I r-,---1 - , . (Mr. OARV -1 WHOJE WILL" � , ,;- -i I 1 r I to . T ;!- � 1 1 1067 (�) Ka ax mpa (�) � I i � � _. 317w i i 31105-HIS4 ALUK ALLOY sla HQLE Al USEL - 75", 1 1 1`610 I -, troll# =_�141. 71 I �"'11/1'_�, X - CONIC : , --i OOKORVE MCII00FIS _,__ -F, _= U72, � �Typ.) a� 17 I I !_,____,� - REQUIRED. i � (SEE SCHEDULE 0. I ____ __ "I I � 211 I -------- I .$a SHM 5 FOR Apbmmk, F,7$ _t______r_3T__i1 I I piix - -A �9�: , I - , , I I.- -------- __ I , __", � � � 1� f , A - @_� 40-4-0� ,I/*,'- Z;t - - - sNEETS 0 THWGUGK 101 f I 1. �� ew\ ""-\ --- � I- I' mi., 4- It I/Ir -, ii E - , 1. - �jw_ UMIXAMNS IF $LEM UDIGNO IS 7 J*� I,/ /ow"'\ '�:�, � - __7w"`;�__'__7"W_1_\ /cW" . I- !40 GAL, WHEN SOLD r M C, � � � . , - _AIT&RNATE I I � - �Y. I ,12$ ONLY W`UD FOR INST&VOM INTO 110 , !, � & AMC- 0-5 wow STAUCTUM, "MUM SEPARATM TO CLASS SCHEDULE \_`il N__/ \_/ 1%11._�/ 1, AFM , acs,mz POURED CONCRETE a: 0 - , OIPJ -w- Wx w 4 /_N ._(-,-,,, USED & W/ WHEN blt CONCRETE BLOCK - --- f,MDAolu ; I -1- I NUM W04D SPEED 4 17 - �_fj I A1.1001 GONCRII I MR REDUIREM I Cp i , 5. 1 1 SECIIQN A -A 7 - _ . M. (D SUM 7 1 a 4 - I , _W. 1, CITEIM ARE VSM - - I ANCHORS 0.2r. OCK INEGUIRED. 1�:=,`D&� I --- MAX, LEN98 . Ma 0 -p.h WIND SPEED > In ..P,h 112,11 N.T.S� SL I 114 __.i�____ _'] "�DW-- 2407' .GDG I, 'w", 3.7 � m- PANEL LENGTH , ,- - _....... - (m SG+fEWLE ON 4 I I flej U UNRESIPAINED RESTRINHEI) (SEE SO4EPULE ON 11 -11 I ---,-,, 1 I .12$" 2 , � __ - BROVES1 Nc= r � SHEETS 9 THROWN 10) SHsEm 9 THROUGH to) I _7 25AS�____ ,_,e , � I I . . (4 V+; = w9pu PMEL K ^-,it, Omm Um -0..".. � 30 OR II. "1040 ANEL LF 146M I -1-11111I.- ===�;b_ 2 7'. LESS I '. 6 Ile L Ott G, DESIGN LOAD, i , i t-L 11 - � �3lil 10 SO I. -�- (9) PROCEDURE TO DETERMINE. MAXIMUM PANEL ONMI (�) ary. !H!-ffAm I I 9_� 7 'Ir , Ilr - t . __ *0 A POSIM p-SA). DESIGN L&A DETERMINE MAXIMUM PANEL aNard 'L+' "" SCHEDULE- . ..... _j �-- -4' WHIC TO 5� MIN,- - __ 2bw----, =90 Fo, -1* I- i I- - . 7 1/2' 7 11r MCI A NEGAIINIE &ELD. DESIGN LOAD, DCISRMME� MAXIMUM PAHM UNGTH %� FROM SC+=UV- WAU mo 121pum mom Ig SLEEVE I' MAX, I - .I' . .. FINAL MAXIML)m ALLOWABLE PANEL LENGTH ts EQUAL To THE DrIMMINED PANEL LENGTH BU i Mgd� WASU,_CVWQ1M&W2N I 1 1,145 TO I �__ _t- - 7 1 e2- 4 BETWEEN 'L+* AM "L!� _ _ ERCM6 .1 60) AWLE . . (3) SCHEDULE BELOW FOR MIN, PANEL UENCT" POROSITY QUALIFICAT", . . I -L--- ---jI.oGG_ ---jj4�1 "'IntrOff"AMAI, Ul J Dmx U po"-pamsam __ I - SGALE 3/8.1 SCALE -1 SCALr 3/a-I .... .AK4�' i . Al . I INQ WSUILLATIONS HIM WOOD An UUM TO A $15 p.44, MAX, ,kU� DESIGN PRESSURE PAM I I 61�:1�4�N I I I 11-1 - 77�_, - ,4 W ONLY WMI;M PAWL U sLiwo-aiia OUIL01010 00 - i, f" . I FOR MAX, "A DESIGN LOADS At WQX, PANEL LENGTHS FOR I N , I A, I F_ "r TRACK 'I ,+ SYSTEM) 6061-16 ALUM, ALLOY CORICT Alat .4Q3 'm SPACER 4, USED, f 'a. ;;�-7rro-J.175' .062'_ $?*%.* %AElVj�,',--*y . Ir TAM LIS 4 , 1+ .., 1; . - - , � __ ,�. - r-, ", I - I Na , "I'- I _ , . , , iaz MOM "- M;. 110. , . z - . � - . I-T . . - � city HU one Zone) .. , r I -I-- I, I 1 L'Its. �Bf�- NO. 44167 ' - FLORIDA BUILDING CODE L.n, mah Veto BDTM:::� - f ""', - FLORt BUILDING CODE (Non High Velocity No cone Zone) I FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 1. 0 - - - m : city HU - qmL ca; .1 . - I 1K_ e2m Thavul, � ,". .11 OD ` `-, - -N_-vt-__j_ 1 w .,. * ., -? .2m TaTm M 24 GAGE GALVANIZEO, STEEL ST r ON PANEL F.P. - I DIRECT MOUNT ___ - .1 -. 1 24 GAGE GALVANIZED STEEL STORM PANEL Fit,. - . 0. 4167 .-'� 24 GAGE GALVANIZED STEEL STORM PANEL 1 7 +25� - _____� i� i '. 123' - 41 .11 I 31 w so- vim IRIVIA. VIT, , L % I - - A 167 : - mm S, - DROW 11� e '. 2 .1 z I I-= i ' 3r 32' Sw i - : . / L --- . - _ . =*- * . = 'Oar , DRAWN w; - - " w IN QE_V=M, z z - cryp.) I 1 .050, vE -o'. STATE OF - �o _____ 1 115, STUB ANGLE 'at - \ I --sa SECRO's- t I O, �x - , - __ __ 1. 1. 42, - T er so- 1. * " -_ � ___ PROTECTION PRODUCTS, LLC. 07/27/- CO. - EDGE DMTANCE hm FOR mm mm/am .J.- 0, - _`W` - -.I-- 1 MIN I C. ' *r T"" w 1 _-Vt, TATE or ::�� I C 0 swc \ GLOBAL MM S Iti, STATE QP� - I Rmco INC, N GLOBAL PROTECTION PRODUCTS, LM mm- - - - - - low (SEE SCHEDULE 014 TOP OTTOM, MOUNTINGS CAN BE . - 20-175 - ati� - � a" '21 STRW INSTALLAT014. 'll M (W)MA-1541, FAA,- (96."�0747 -, - , 1wl1611w A 1. 1. V_ 4 w as, ------ .� Utflun, -, 1wrif1we * t~mto Cam �� C�, -� ^to- Dit, *Wh�llsw j t_ 4 E;,..- _� L., __ M. A 011". i'A ME C -0-.7 \ !��_ �27'-�' - TIL" & El . , TECTION PRODUCTS, U � ��- 9_9i� 10, f1f L 11, � - - 204, N7 � 120 MM"A' .- . SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AW IL ,,t R1 21-175 POW. (9&4)4"-7646i riiQ 4�)SO�om , , Aw W:!4 mam_� Omism-,rtua, -1-tee-Into 20- - i -49 - . 1 1!1 A, = (R ZW2=Qja_= (R OVILO-OUI X TRACK i @5 & (4 WASHERED WINGNUT -4;;. 1 tRillttlft� OKKAING - I � - 1 . 171 X., j �� - _ _ 41 w-,uAA, ;%oQ:,r_.-, _,`,,, . , DR."Ic ft: RQ. I I 1 ok-omm , - -I. I -t, P�, i - Mli """"' - . I F49 r . I AwAwgm A I- - I'l m 1 : L _ SENI'Voiuwxtwn CA-0001119 - __ i =L& � I := . . . It IRAM AN (ZAMAC 3 ALLCY) L- P-,' 11 - WMm & IL61 6tr r , zi±::!� � mqw 2 OF 11 I = rlik. I I . ji 9f , �a I I l SUIT . ff Or I ___ I I I I L ____i___ [ 'L INSTALLATION DUAIU EOR REGULAR PANEL(1') - L - IN-51ALLATION DEIAILS- FOR RE&WAR J��L 0 - - r- INSIAUAIION DETAILS FOR REGULAR PANEL I INTO WOOD EIE OR ONCRETE BLM MUCIURES . INJO WOOD SIBUCTURES �,, 7_.,_1 ,% ,---- � - � - ___T_ - _.__1_ , � _1 -- - ------- ,I , , ` � :,,, :�� ff " - i , , i i V.- -i ____ - .I� � I I I ; I I f : I , I I I I S&PAPAMN . ____ ,,"',�r 7- v - "� - � I ! -- T1 � , 7 - ,�,_ 1,1� . wow AMCAOFS � �Z_ ", ' 1� t . - - 11 TO GLAIM __ .1 I ,,,*'a� L I __�17_ ", - - "I - , I � ALTERNATE LEG ,,,rl 1 _ ALTERNATE CONCRETE I -Tsm SCHEDULE ON � . J."W.1 r R . LOCATION 1� - ; (SEE SC1"UUE ,S 1�/ ,�., - * , � �--_ _,", -7 TMATION --- I , -"- tw .4 `IOLTS �_ ___� . l� ,� , - ,, ', 1 , � i am ShEr, p ,.V a "" PV,,r - / i I " , - - , , i "I $BE " - - 1'� III. I ."'&, - L - ' , I , ' ' ` � �, �, I'L I I I "I "�� , IVE 1:01DULF ON 1-j?, I , � ; I " �u it) :" 1 4) I 0 w L , � I , , , , . , _7� -1-A 11 . I" - , , 11,� -_ 1. , 1 ,10. At a Ill, cc. _ _�� . Bew �,`, . I CONCRETE A14CHORS - JD CONCRETE � " , M. � I " - ' . _ � , EWING POURED CONCREIE � SHEETS 9 THROUGH 10) EXISTING POURF ,,-,,, 1, ,x " e W I - 11- AOEWACY OF VJSTIA4 WOOD -',' I � __ 1! �, (Sa SCHIEDUU: ONF, -, � OR CONCRETE BILOCK i '4 I- ___�" ". , I I I L r �_ I- __ %4=1111-In i � T � , U) -+--# " SHEETS 9 TNROUGH 10 OR CONCRETE BLOCK . REOIJAIED, , I � � �t " "I � � I y"W/ ILI M_ SEAM TO BE CERTIFIED --,,&-4.---d - 1 � _L " , � - , , BY >_ ! z �7 � 3 1� I , � REQUIRED. , ----L----- , _� TOWTE UC �/ L , 'i . I � r , � � I- ; i 'itt -, - Il . � EWING M L CONCRETE ON.', , j f I � - I I L' �_ _ , W -----I PANEL LENGTH REG15MRED ENCANES IN , ` -6 " ` , - R , __@ " a) ATION S_ �; - - , r i 11� " I I (SEE SCHEDULE ARCHITECT PRIOR TO IURTER -, z �� -,- - I � ...,,,100 ,; - � - �, ", t F f____� I I - ON -EET - -- I 1. I � ,jUkr, (sm Sm REWIX� (SEE scmwjis� ON �11 , I - 1 SHEETS 9 2 ', �Au � " SIT i ,-,� r�, � - ANCHORS AL.TER=XM wow L-- C21 WOW ANCHORS I OTIL i � � -1 � , � ___A_____N__ �, WALIATON, , , . I I � I' ML, - , 9*I't, +0 WASHER MAP CD a) � I - 1, I � M OR � I __ � i )1/4* � IL ; �-1 ,/r � I L,-, -i � I y K. = wl* NEX www Im I , , i 's sm�,* 6 � - I I = ; � -1 � � , - .. I , � ._.; L�� --t o � 71, AN- 0 � W/4' SHEET 11) , i Sp,",e v � (S,r� SCHEDULE or, tS ME .�� I- I -- x v I � I- - I 1i 2 , , , , �i SPACtit -,a) lv�. � - - SHEET 1 1) @� [ - " � ! r M A I I _�:i � LENNPN- mtx ; -to �:� � it I2 t/v oc� -0,T'v I � I AtL " I W` I �, �, �� . .......... 'I WOOD HEADER '. - "' 'AM -r-_ __ - _ - , , I ! 1/4. . I r S�% , � , � . ........ - - -I.-I'll CONCRETE ANCNORSL � 04 � L 1, 2, L�'� _. _,� f j -2- 1 � , M�P. � --,---I-,- ---_----- 11-1 L a I 12, __ , U) � - ' ' � , , REIGU`IREO � A I x - � I 1 4 , (SEE SCHEDULE ON '_ � __ __ I -,. I . I ," , �ii .1 , 7 i � ED I i . I - M WOOD HEADV_ 47 __w___ ---------,- ----,-, -*--a � � I . -I I . - - LW-4011' ----- - - - --i 0- ; -14 . , - x, 3� , . i SHEEM 9 TIOROOSH 1());;;;; ,/, . I I I � 1 i i I- -- I - ��) i REQUIVIED _I L , Wh I . � 1 � - L� ,r , � _L L ,_____�_ � . I NIAD MITI, i T I _� i ',V tQ 1 I : L , WALM , _ww" � � I , E.D. �, a It'- tLc. . i � ,C, M.. z I I I 11 � I ----- -- J-1 _! 8 - Oz -6--i s It i- 11 _4_-1.F I I I - t_ � " � - =1 to I i � ; � � : , � t IT wAvo a 1/. � I I F�� I , ,_ , i L . MAX. LONG ALUMINUM SPACERS 0 12 i/2* - wow ANCHORS I � I � � i ; � PANEL LENGTH - I I I I A :1 ! � I I I I I i 2 � I I (SCE SCHEDULE � T ! I � � I � �_ I i I (SIM SCHEDULE ON—- - 'r I I I [ r ,,., I I I � -:- I i I , I .� i i � =3 CIO Casm � I U.: Llj� I 004, CSEE TABLE 01 014 SPW 11�) I I ! SKEST I 1) Mi., � I i I L 1 v ; � �, �, 4 I SEE NOTE - BELOW FOR LIMITATIONS FOR i , i . "I � kfi.� It LAP, I I r I I : �'r L - . Q) � �� " I � 11i � I , i I I ..- � `t� I i - 01 I SEPAJIMITION v MAX. 11 ,,, i I 11r WNG mzm ISFPAFbzn,6" TO 1 - -Irl) � � L ! I I __(D I SEPARATION TO atfiss� v I", , 0, , " - I - I __L I ILI, 11" U, _1 , IT 11 � I IME4 _(j) ' 4J ! �-011 > � , ". I- 11 PANEL LENGTH I -1 GLASS,(SEE' � I "'L F I I I Waj� L SEE SCHEDULE Ama LENGTH I )ULF ",j �, I � � 1 � q� � ! � SCHEDULE t SEE SCHU : I � I SpHrothE I I If i , . I p ON SHEET 3) I-$ 1 , I ,� I j TO GIASS. . I k1Z,tc," r_(ON SNECUT 3) ON SHEEf 33 ,�"i � , t ; � PMEI_ MAT. FEWLE ID OR PAWL MARC I . I 11-111 __ � , I � ON I .1 9' - - __ - ___ � .... AT AR i (SEE $KIM 1 1 ( ta�F 0 1 ION TO GLASS I SPACID (SEE SCHEDULE I i I - _-, 'L, MAK, -4 (SEE SCHEDULE ON - Sum 3) , - =_E�. 'L� MAX _n I I, m 9 a - . . a � SCHEDULE ON SHEET 3) " t� 1 o- 4 1 �;, f ON . :,, w ,M4, SEPARAT04 TO CLASS, I 1. ": f I - ER III, I. ON SHEET 3) � - ------- - :jt_- - ____L --- i PLUS (SEE SCHEDULE ON Sw_v 1)) 1, 7- ,- - �, A, - I r SEC - I - 4 I- -f ---- - i I _. . t - -- ! - I! - , CORE PIR AIML ! j 'g, - It I - �_-"L*--Ai, - __ - 'r - 74,i� 1 � w m � I U. I -, !�� .,. W, : --1 ! I , � I, -Y'k- - I PANEL LEWITI PANEL LENCT14 __ I_ - -11 mr&r `�� I_ � ____ - _., -.-, -0 I wn. ! . IV U _____.___ -----. __ - - , I _4�; �; � __ il R'_" _-J`f� L ', ___�,__ _1 ' (SEE SCHEOUL I- .., PANEL %Mmm I 1, ,_ MOM our t-n I __ - f,-J ,, -1 , .,; U, - W� --I--- I . __- (SEE SCHEDULE 0- , I ON SHEET :S)E /2 -.,I I , ft --- Zi� I 11 'i - P77!717 ..... . --I PANEL LENGTH -k- I - - - ON SHEET 3) I I (SEE SIDNEDULE , I ",e) , - - -W600----� " i - - I r-n IEWI, I A_ - _11--.11. 11 =_1 1 12w-41--, - ___ __ � � -GSTINO S,G AmN I � 2 .4 - I ; (SEE SCHEDLU - � PLATE fEOUIRED _1_1_77 1 avita I I , EOULE1_ 7 CL 1, SEP ON 1 ON SHUT 3) EX -.4 ; ".- __,___ � � � 0 IW` I I I � � GLASS ;_(Sm SCH I * I � � _0 I -1� -,,A- - ___1 i 011 s4wr 3) 1 , -1 � I ! .11'" � 5�� 1 GLASS , ____'j A- A _L-] =Il , ll,_== . . . . . . - I __ =_1 - i � I Get sKEEt 3) p1gua m0jw "T .. .... � I - i I ! , I !�- =- � - _ . - I i � � I I 1 564 -I -1 I ; ! I � It I (n ; - 1�1 1_.__._4,_._.. r �_ q * I i - _-, OF � I I � I_ I ; I AMENATNE 2W` I i -1- 1 - - , __N=11- I �L-1-- 1 ,1,3 � . 11F;0tL I OF IV � __ -- ��- ��-�--i I I , . I < 0 � _01 _ L I . I I I I .L. 1 7 . ; I 5010 : ! I 01 - - , I I , L 9 MAX _IX/,; - I MAX. . �",,4 - I I 1 � - I SCALE 3/8-4, 0 OF T' I I 1 -4�v- OF -4-0 - �� I �; SEE TAME #1 ON SHEET I I FOR MAX. PANEL LENGTHS At � . (�) - " 1- ,@ � I . Sm 1 SOX i I_ - I - -!�l/2' O.C. MAX . F_ I f ! � I 0 , I 0 12 1/2- 04. i 111- I-. I __.. __ ,I E 0 ; Of Ir ; I It OF "Ll 1 to U±z - 11 04-- _0 1 , I I - 0 1 , - , I EID - .� i 1 4 _:; ;-, - ." MO. A -SA OEMN LOADS FOR THIS tMALLAMON, I � ";r 1 - MAX 7- :" � i i � 41�1_;__l I - I' 'L . 1�1 v:, � , - , 11 � 4 0 12 1/2' D.C. � i f - --------- J-_ j � i .�, I I a I ED - - - V I - � I ! � I � I 1§ � _ 'I I I =F I 1, 4C211� =3 1 j I I � � ! :� _� I 1,111 "; i I CD a tL �"LL i 12' D.r- !E � � " , i ______1 ------ I - �f - � I �� 12 1 : � ,� � : _____ v_ _ arta R I I � i "I - I - _____ , I I 1-1 I- � � � � " - _� I " -, I . . . /, .:C _0 I � , I ! 10,1101, I � " 11 11�11 i___ �',� I , �"", �, t " , , � ,aI CONCRETE ANCHORS - 1�1�_ " __ I - � 11 �� , 41-M 1 1 ____ _j-___j "I'll - � L: I _ - I � , I CONCRETE ANCHORS __ � - 'i� � � I � � ,I ** mm. i i I 110-- - I L - , - � r =m�-gw-'.`§� �V-�-` (SEE SCHEBOLE ON - - ; I �1 T , 1, L, -1 I " REDURIED �� 1 . "K, EDGE OF WALL OR SLAS SHEETS 9 THROUGH I SHEETS 9 THROUGH 10) I � :,U9 2 1 1 Low MAIL AjAmuv - - -- 1p - I ,� I ; I _li� _� __ - - " i , - I I , I I--.- - % % I ;� 1� I- - i -1 . j � � ) r, 0 - L . ,,K,7��-;�, ` I (SEE SCHEDULE OW-' - "I' k - , I _-_----__-A--- STAGGERED W1 STUD 1 3PAPOR 1A "T K I i/21 L" W.- I - , - I , I I � J-1 - 11 � I L 41 Ejj - � " ,dj__,__f - , �, 0) , 4 - I I !:; C L' - I � : rxs-w= I �, �� _.___,_____ _ - L: - SPACERS 0 =' Q,C_ VA , I � _J1 � L� '1� 1! ,11 I � ' 1� - T. Cotiam") - . ,AJO FOR 1, - I I - P (SEE SCHEDULE ON i i ; _ L_ I , 1 5l _- I __ gr"'REO � ALL OEM AND PANEL ' , F -T-'- jj �11 2'.#' WOOD PLAT , , -, - � _r Er, 0LZCRET1 EXIVINIC POURED come" UDWTM$ PER SHEET 3: "" , I � I it) WISTMIAPOR 3 INIATED TO A ONC SIM WAXAM WIN W-It' I I . - i 1 q, I I L I _ L � sHm. I 1) _____ - V - *mam- "I I � � ijj� MAX wix floor 9�ts Alt= " ANY _____ _t_ - ft'OUIRED I',- � ., �, i - . � PLATE REWt �1 �. � " 1 " � I� __( I , � 1 'i Mw *11'r- --- - ------ - . - DECK REQUIRED 1� . . � , LE ON I � --/- ., 9EQUIRtm � I - �, 1 L i , � - I : euuw low I lit. I (SEE s __' : L , 0- "UNCItM ANCHOn t _ 'a =Rs L � I REWIRED, OR CONCRETE BLOCK 2'"* WOOD , , ,-, �!) - WOW ANCHORS - ; lSiEC SCHEOLLUE ON7j _- M SPACERS 0 ' � � �, I ��W/ , � ION� WAIMPON TO GLASS ,� "XII, WOOD, � CHEDULE ,�, ____�, .... 4- _, -1 I H stw I 1) , " � � - --- _ - I - , ��L j� i ON ) � IR ,I; r/.� 1-001�" (11rIT"AUSUE #I ON L I I , . � , Rit� 4 " - , - '1__E0.__1____ . I , - - -1 _ q I I vim I 1) , - - __ __ __11 CIO L " ; " 1 I I , t 11, SIM ZWET 3 Alky K ROXXII0 I- 11 j, - PLAM MUM 'm I I I - � SN= It THRWGK 10 SHEETS 5 & I aj , , � . , i � �, 1, (Sa SCHEWLS Ott fl. 1 ot, =-..::0'2-.==x =AT IT Fwp .,S, OR I , i ! t, fl , , - I _" "I TINS IS A ASSIMICIoll FROM J2 tir 04, SANOW 41beW � - i� - , � km AS THE FOUMM �M`a ij I L 7 � � i SHEET It) othm"m wYft N I , I- 1� I i I � I �- 2. mi- - � _ - '_ I— 0 a) . . L -_ 1-1 � I I � , IL - ! (1) MWIAM AW DESIGN PRONK SHM 0)� I "' - -1 AND FLOOR MOUNUNG BUILD -OUT MOUNTING I - - , ,� I L RATM 13 -ft -65 P�.!� I (o) " 2- MR PAP" UNION 15 UWM 70 06' AT ANY OPENING MILING WALL MQLMNG XaMERS 0) _m I ' '' 5, G � I - _ 0 U) 5991KM-A � _ - �' I -I'J''I I (THIS 6 A INSTRIC"m FROM LIAM PAWL tomm NAMED ON 3/6-1, SCALE 3/8- t- I I- (2) !" SR`W PAM ")--M Is I - - so"Dif S"w 11� --k- I I I ___ _1 IR i m �g�m 6NQ EUM WMIN9 LLLLLLL �� - " CIO WAG 1/1-1. M=Cwpmw rhm, WILL BE AS woraw 00 VE SW I ! WAL1,AMM I I %CALZ 3/3.1* -I, fn 1-1) =1mTw%11w1WyL 1 . . . .,w,. I a 3 -As D-EFERM"E'vaAmr i "AMAJOL01000"t. " ALTUMAIM Ut 1 C-s"s SrAmooto mo tic =0 TV* MI") Of Tm "A" sc^x 3/6 SCALE 3/0.1,L M) WM1M1ANWZ%0UnWA1D INALD" GDOL I I 1 ZW40 L 2 1 / I ,�;,w:.�tq,�\ 19#11-011. I � � , 0 , "0141"00t,f), I . ( I s I#.- �1` " w Z_ . \k0EAf,qi.-.1�iAM. �I� PL Titt I 4,074,4111111's I , - :3 o...... ;�N. ��.m - � � .......... /,* - . ,� - � . . �_",Nz - �F . . s "INC I N= ` AID. 441 * � , Km . \z __ 1 67 BUILDING CODE (Ron High velocft�v Hur cone Zone) to * , '. MIS, 2% *� . . FLORIDA m �� --,',,yww%. . I, *'* 1. irs" FLORIDA BUILDING CODE (Non #009h Velocity Hur cone Zone) N . - �. FLORRI BUILDING CODE (Non High Velocity HU conlit zone)[ ___ , , __ AL* " I . - 1. INSTALLATION ARE ONLY VALID FOR MAX. A_S,D i I _ 1, INSMIATOON ARE ONLY VA41D FCR MAX, fi,,&C� 5 _f____ - OR= ILI= m -I'.. am TOM INC, 1`41� '. 'I cow ulmwl vr_ 24 GAGE GALVANIZED SM STORM PANEL CA NQjE_EQj_QmmmjQN_.QE_SEr�m: 1 �" AID 4 f�p. TOP & BOTTOM WOUNTINGS CAN BE ON PRESSURE RATING (p,s�f) MD PANEL LENCTHS I * 9 24 GAGE GALVANIZED SIM STORM PAWL < 9' iT' o 44167 4_ , 1 167 " SL 24 SACE OA i STATE of - A I W, 9 Z I DESIGN PRESSURE RAI , - LVANIZED SM STORM PANEL DESI L 11 111 - I D" ft INC (p.s I) AND PANEL LENGM #*� i - MASN m COMENMED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 �"121,11 'V,. I *1 '*1 I— - - I a '. , - . , 'P z I . * . * _*f I I Em COMBNMN or - . . = 07/n/Irm TOP & BOTTOM MOUNIINGS rkN BE AS PER SCHEDULES ON SHEET 3 [EXCEPT FOR - . - INSTAILLATION I FOR NEW WOOD FRAME CONSTRUCTION: WOOD GLOBAL PROT - .��-- vi - - - -,.,O.. _ `Z�_ / 11MCOjimc. i�;- / 11LIECOINC. GLOBAL " e f, K-i-I / DATE, EDGE MSTANICE MTE CC, - ECTION COMBINED IN AW WAY TO SUIT AW ALTER14ATE 2W) PROTECTION PRODUCT., u.c. '," F-IL - , PRODUCTS, Lm wx- 0MV.. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEEWN; IILIEZ;3,...'� GLOBAL PROTECTION PRODUCTS, UC- "`_"_ (SEE SCHEDULE ON C -P*. - "' , - NAL � 4 AM %*. lil StROR . - - 61 SrRm INSTALLATION. _AS, -1 . DENSrTY OF IL55 ON EQUAL- ITU" TOP & BOTTOM MOUKTINOS CAN BE �_ �Urr TDITINO A, � K - 61-011-V - -- ,__ .7,��77 OAML FL 3044 1 11wfL SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ', ,"�E, "'I- mW,-S! "-. A, "U"O.'"' ritamL twym-7sm m wyme-lI707 20-175 Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD 5RIO 01tv pwom, w4Nme-latit. w. 0164)(49-am 20-175 111i"111.01 -Ne !%kjl:!� sm-I&Ki. PAW (064im z INSTALLATION. , �ii'tn , � TO BE SOUTHERN PINE No 2, W1 SPEtInC $1 � wv - - a�� I � p,WK. CASH wAC F m" -em 20-i75 - " 1 .6..w 1 AN, � - . I _--iiommiii� T Jklit- ORAMMI N. MEMBERS D"AlIAMI - < m I KIWAIM, " :i��.X= - omom IN, ____ �m_ 10m " IN 1.14, 17 I I w 1�t. 400v-�--TW44�MTF - __ ist "m 5 or to . A -a., - kiL smm I . it _j IE�' I , __ C" 19 ,PC, � Ow.!El � Fir ;;Z;� �/WE � C4-wmio � -,--- IN"ot4z;�'.TE W4L I DENWY�Of` 0.55 OR EQUAL, M'. � � I I&J �±� - I n ________J__ P M I A I _j --- 4_1 b or "` I L_ - E!± __ ___11=&Mw171_ I i a - I . . I I . . SHEET NO. - � .mmm&.I.,i.,,..,. IS H 1 .3 f N ! TA P NCR CONCRETE BLOCK Q8 WOOD SIRUCTUR€S, VALID FQR REGULAR, LIFE P I'll I ! I IL-1. ._.,].....,_ - „p POURED E:OF1C1(zTE, 1 oR .� � dO1cRETE oLOEx DR osa 3 oD H- ! ? .. 3. P i V Yxt WOOR FPNAE AR a- lE5 a0a AU oY -1 1ti01atgEO ai ;.q,.. TAN rCLE 1Y$M if4b P 314' -_..,.. h ! �_F t/2^",F TAPGO i pp: rg I. CRETF 7 Y ENE. x y a 2 ' RVOUR iNl. 2`.A` Vr00DDUN �' PONtFD LXINCR ! / / , , ,:. ; l J iiR" Nltiton a. R 1 LOIRRFD ! DR Vix,l* WO . :f. 14• FRLW rr. :. FRAME x ED8D E ! 4 :9 ety PAW x, RFaWREo . � <V . '?T a w w, c / " j 1 h TAP 34 ANCMOt / y i 1 D.0 2. 51 ..O65' TO IERr44 a Lm iaeATroR b 3 A TIES /. r. 5 ..*W GaNt. s1 ) t S IARe 9DS L 41- va" ALILANGLE OR 1 _ .OSO' JiOa-H754 SYYEEI Mo, PeXNVErr swrKREtE �. 1 . YROO.:.: Ak AIL+W. WHEEL $`%#'R. t2,5' F 7' 3 ,. aq,.s s.w �.-. �dKif �'P1ia'4�7pFPANE 3atb-tt14411 2 f e 7-- S TM.i ++---. j" — REOUIRED f � tta f � Tin ! t 4 COHT IANAE uaw. fA... s�aa4 sa. CAP . C.s fi 1/ 604.„ A' x AW . .t05-. a4 d3-a N&Or .t*0:.f, 3, N im .. 2 C WfUAC%Nu"r Gent. Awn AYRE LA -AS P N) C P CAS A N} B CASE ID (PLAN) �� r - _. 4 'mr' 7 4x SCALE t t 'SCALE 1/4'�.f" SCALE t/a _ SCALE 1 t . A__..1+- -I SOLID-$s OR CALK -It OR E{GO.. PAMEUTAIE.. - ? f10LiRED. `fEMVE.:ID .ANC 716M AT S1 Win, s " � ' C:R' HII.OT3c .� - FANELMATE .RUB -SEE. Y 51 PtRYRE O AMC'. " _v.. 2.yi ;. SIi43� !PF' i [[ 6 _. OPORNO ':ON S1iETir , WOIO `uG,iEIUCS C 1 , ODNCNETE Sf.00X V .._.. ARIES r . M!N P 0.. AS .--. AN ,. APPLTOAfD,:s ( F14xNE. ) I .-_. : REQURED art i 4� , (AlOVD" >a 2 tttlpD FfIWE r OPENING YAOTOM} BLOCK ZXE Y m'm'NOtown-mD REntflAEA a 1 r" I z, . -uT, .�,�. 4LLL,S:i�', I: . .. s: 1 Ea REDUMAD >{ a:. ! ! i _ -__/4 LNnx, / I wh / �J�7 f (/[�� ,, , 1 '' TES • "•=" `-�. . -"L,,� „i )9Ex7 W/ AM04 ED 'FRW A, #MtES K�Im'�� R if `J` R "`%�,,•� WM FLAT nM;M PAW1a m vm I D$YLTL CUT DA PANEL) iI_ X r GO OSTANICE ,.-- --o. 0'�.) -I ��° i...,: m.�-.,a.a�=SALeAaS21to- "� tt 10"006,11A 1r G C,PLAN� �At 1 11 r e..c tw t 4 . t , . ... /i jyt SCALE If4'>l." ,rmANt tE�iT a caor ,�p,'f DUST - D L / RE A3fA "•. rf VALID F ONLY . f /r�-_ .. AEaO CM DIRECT MOUNT LION & 4+� ,Art Y Y ac .•` _ S ' • � �Nse '%- eEPTIFlEfl PAN€% INSTALLATION AT WADS W/ s ND,. 44167 z SURFACE L.M VARIATIONS WITHIN 31C It *; :JC 1** = FLORIDA BUILDING CODE Nan Nigh veloally Hu cans Zone) o�mD T4t#, AJG h CASE F (PLAN) F CASE E I;PLAN? .�' 2 GAGE GALVANIZED STEEL STORK PANEL bum $ _ % 0,-,_- A)h 1l' i' SCALE 1/6`s i' SCALE l f4^.e ,.' .,y .4' ,, 4L,.FI)V : _ - /...,-...- a7 - ' = IL 1C 0; \ OWBAL PROTEc�Po� P�Qnr�t�, a c. , , F"'Inffiff f 41WO SW, 51 Swm a"`f,% %'"t& "Gay 2 v 'D n. 3411Y wA N1m. P, A*e vFL9u sm.0 . 4 ! 4—. wm ai tMA m-.tmt hmE (o14? -tssn. ML (.5A)WW-ATa7 20-175 CA-67Oa m -. — 1-1—DWO4 Ro: RE SW1%0WVW4%4TE WAUFR A TAINT 41- PL J.:TA,A_yµ. A Wai a DF 74 x t:. (VAUD ONLY FOR PANEL tUINSTALATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX- A_5.0...... DESIGN PRESSURE RNG (P...f.) MAXIMUM ANCHORS SPACING, FOR E.0, =:-AS SHOWN ON SHEETS 4 & 7 - APPLICABLE 7fi1 , C �npN OF THEM. PANEL L 1� . m) TAPCON lAG SGREw PMND.WAX FEMALE: 0 PANE4MATE PLUS WOOD BUSHING. a• 13' 13w 1]' IF Ir tW (TIP)... - 13 73 13 _ 15 13' iW (BOTTOM) B Ile e t 2" fi 1/2, 6 Ile 6 xY 2W OGR7 1 -.' t 4 9 2 i 2' / � 7. t 8 1 8WWm.* ) - H _ g*....._ _ _ ,.._., )W-W! W ) SR ._,.. trom OR LESS 13, �i3" 13" 4J5, -45 0R LESS 73" 13' _ e i ' 3 t3' S3` W I (t)ti�WN) 13" t 3 7 ' 3 1 3' i Ile /. W ta' 7 3 93' t3" - H' 4W WITDM) ) __7 II2` 6 1/4` 6 t72' 6 Yfa' 6 tl2` W (I'11P) 81 4' / 121?° f at / 4' [H(RL) >6'-G` 4 1 2- / 4' 61 /2 61.2' f - (mP} TO 74`-a' 4 1 a' -. / I z' a1/2' f _ a` 3W {BGi1DM) t. t 0 2' f a t /.2.,. ta" i' _4 x, _ W ) 13 ' t `-� 3 73' 73' Bt 2' / 4W (HOTTTIM) P LENGTHS -WHEN SPACER' IS ` SEE T 1 FOR MAX. AS.D. DESIGN LOADS &MAX. PANEL A6LE USED, {XNWSPOND ING ONLY TO ALTERNATE 2110ON "MEET B 1/4"a TAP; ANCHOR b EKSRNG F 0OHGRETE CONCRETE 1/4 t-PANELMATE ANCHOR 6 )2 1, MA(. AS& DESIGN PRESSURE RATING (aRt) MAILA AM ANCHORS SPACING FOR E.D. m AS SHOWN ON SHEETS 6 & 7 APPLICABLE TO ALTERNAlm ANY C OF THEM PRIED LEHG (n.) TAPODIN LAG $GREW - Pk LR P�MTEWOOD BUSHING W BDTWM s t /a OI -` f3 65 Y f 61 f2 6t2 / DDP) 7" _ .- T ' 7 t2" / 1, $ + l ,.,.. to 1 12 ,.. 6 1 4 / .m._.. 84TT' ( ) 5'-17 OR - �- YS' 3° _ 1 - 1 I3` 13- -) {tt7P +45 -45 TO is' 3 t 3` t3 _t3` 73" 53` (BOTTOM) 93' T 3` ta" _. t3` i ' D W (TOP Y 3 1 ' 3 F 3 13'"... 6 t f 4 Hi OM CBOT ) a t!a 61f2`� 6l2 st/2* 6i 2° (TOP) Ile 12 i 2' $ t 4' >5»0` T + 7 5` ? N f Y 7 i l2 ' (TOP ) 0 Y- ' S 5` 6 12' H" 8* 3W {BOtmN) 1 " .""' f2": . 3 5 7 2"� T3 ita" 4W TT0m ) . A.SONEL !S * SEE .ABLE OR MA,X .DESIGN LOADS & MAX.MA}(. LENGTHS WHEN SPACER I COTdtESP(R(iINO ONLY TO ALTERNATE 2W ON SHEET 6 A AS.O" OESIGN LOW Y "MnPam' 40 PSF DR LESS 6'-6' > 40 PSF TO 50 PSF SL-2' > 50 PSFTO 6O PSF 5'-10* A MAX, PANEL LENGTHS ARE ONLY VAaD FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & W/ W SF,ORIWTrt4 1/2' O,C, INSTALLATION DEMIL5 F 8 LIFE SAEM p MEL (1) POUREDINN # C GR T_ pLQC POUREO 1/4`A TAPCDN _-PplLSfiNG POURED GfIHCRELF BLOCK ANCHOR O 6 OC � ,:3::# COMCREIE BLOCK 'ti ) :11-t@ri' 114'40 - N -0 MPS. PANEL LENGTH .__ (SEE ELEVATION ON SHEET 12) ._.. --_@ W Ijr at SEE SICEM 15 a 16 POP. ANCNO6 TYPE Na SPAOo1G FOR NSIALL TIoNS WIT) WOO FRAME Bt9DOW MINI" ANCNOR SPACthcS AND YNg1UY kTdFE. OWAKOC ARE @KXCA10 ON THIS SDFAOLAEE, FOR ED, LEST THAN WO01tD OH SCHEDULE IS Axt AN�C�wH.O.JR� SPA3HO BY WMTO7{,IRW VADIND SHOWN ON SCHEWLIt BY THE FOU.ONPiO fACTOR6 FDA THIS, OOLATON TO W POSS" RMUCM SPACMO o6LAY" USNO FACTOR SNAL NOT 9E Lm THAN W N*UY St""m NOECAIED FOR EACH ANCHOR TYPE ON it" SCHEDULE i 4. ' f V. /HONOR YTYK _ nwanN jR.__ RFNNK)Y, maim VAMW W 3 a tDR CamMa PN 3 a a a I /2 aOA KE ET+a.i ACRIL IBM 0141HES OLD) FACM 11 a` rm f,-oEa 3 , _ -- P Lra ODNCREZE �R I C i�E, 73LQCK 1/4'0 PANEA1NtitE: ANCHOR (BEYWO) WALL AfifUNYlNGS . 316.-T-`-- Y I I i' im. 1 '`2. 6' PANEL LENGTH ,.., _� IDES I ATR ) . - , T I i 1 .O �l 1 R 6" I I ( Itt `i . ttRTm+n} !� )4�A�., �..01 ONLY FOR P3ANEL(DINSTALLAT)ONS AS PER SECTIONS I THRU 8, ON SHEETS 4 & 5) HMO. AS,D. DESIGN PRESSU ikE RAISNG (PRF, lAAXit61M ANCHORS SPACING FOR MIN E.O. PER SCHEDULE 611OW LW,- mmem PANEL x« (H.) ( t�to, AS.O. DESIGN : PRESSLP RE RATING (P,B.I.) NAkT" ANCHORIS SPACING FDR i 4 ED, P#Ai SCHEDULE BELOW APKKAK4 # �' . 3AVETW ifIc .U♦f t'IV'CON: SOLID -SET PANEEJIATE P TE PUS B8 LU IAAU✓P:,-•NMLiN OALii-SST...LENGIM T,i., 4W SDGG.•HEt P TE ANEI.AIA ID PANE1.LtATE P LUS iAAAG -SANUN .,. CA4K`-tN TO N O 10 10 N Tb m TO to LON2 ,..1Ik17Ai . O. 7NEAN{YL) 445 -43 LEES 73` 13 13 t3 11 13 Ya 13 13 13 73` 11" _ 51-1. 0 R L ESS 48, -45 -6 .as, D - T3 T3 t3 13 .3 i3 - T3' }3 73 73-- 13 it ./_ 1(IOP) 5'-ti tXd LESS t ' - 3 3`3` 3' t ' 3 i3'. f 't' a TS" 13 11. t3' 13' t r i 3 t 73' 13'' 3 " 43 ta 13' i '3` 13 Y� }3" ia° 13" iY 73_ Y3` 13` 13"., 13i t3`-. Y3 1 t 3.. is" 13" I;r 13` 13" ta37 3 #3" I_ 11 Ij3. crop)DM)Ta" 2 (TQP)_ T a' t3' 13' 3" i t3 tJ" t a" i 3 ,.' 3 1 13 ti i f2 s �D1 ( FD 43' 73" t3' IS' 73` 137- 13' ,,3 t3" t3' I3' 13' 3 {TOP) 13` I:r ta'... .13' f3` ia` 13` !3` - i3" 73* 73' 11 1f2 3 (fop) _ _ - i 1 2 la t Ile 2 / S t +' / B 7 a` 3 1 / 12` 12 T t - _ 6 1 4' / 8 t ,4` f 3 ( BfNT'T0M) _ 9 t 2 f2 to / /a a t 4` f a l 4" 1 2 Y `72 /a I f _ _ a 1 / 4' i' 6 a f 3 (BGITWi) $' H° 6^ $* 6` '. o' 8" H" B' 71Ya /. GP (1 I � 51 Y / 6' 8' $' a12" 1 $' 7r a• / 5` 8` $.--,_ 5` 4 iTa`) 5 a 1 S 1 3 _ 1� 33 8 i ' �8M_T�_. 713 H tEt3` B 3 S3. {TOP) 6 3' 3 6 3 13' 6 F3" 3 a 3 3 '- 0 t3`13'. 6 1 /+--- 1 " � t ' 3 � - YS") 73 73 51 ',�3 i5 �I!3' 9 3 •3 BQTmM ( ) 3" la'- .� t3' 1T ta` IM`� a 73' 13" t3'4a` 73 '' 11 tf 2 {HOtI'OM3 5 t ] _ 13' 1 " ] t ] Y ' 3 1' 1 3 1 13 fa` 13' i3 ' 6 (TOP) 3' 13' t Y fa` #3' 1' 3 i3` t3" T3 13' Y- t 3' 1 1 %2 5 (TOP) a l ' 4•' _..4_;� $ 1 1 6 ; _i] 6 t 4` 6 t4` �- fi l)D'FTG 8 Y 4''S } 4' H 1 4' 6 7 4" _ �4' 6 1 fi 1 ' a" fi BOTf.^. IF S -.^ 1a. t@ L /2. -. 13' Y t3° i' a 1f2 S f 2 f /3' + i. 2` / H ftGP :. 3O'-d" TO 1i''-#' __j - 73" : 6" to : 1:3" i3"'. B i f2" 13' $ Y fa` O. tf2` ffi t/2' i3" 5 7;4` 1 >5'-d TD 4`-6"6' t3 7' #3 5. 3 13 'D 1l 2 ] 4 D Y f a O' fa t l 7 i f?. 1 1 a" (BGTT OAT) IF -,.-, 7 /Y t1 1 3 5 3 tO t3` TO if 6` 7 3" $ 12 t BOTTfAf ( ). t ' 3 S" I ^ 3 tOt 2 I t3' 1' 7 3 ? l a / 5 i la t3' t 4 2 / (TOP) a OP i3' 8' 13" 13 8 1 2' l t3` 1 H a' / 0 1 2` / a i t2` - 1 3 / 5 2 f {t OP a } 1a' r t " 1 13' t1" 8 t a i' f 3 S i a f 1D l a t 7 1 /x 1' 3 $ 5' f2 ? BOTTOM ) I 3" 7 1 / Y t' a I3 tY 10' t3' t D it' $` Y 3 a t' la a Tl'OF (BU ) 13" ?" t ' 3 13" t 3« 6 t 13' 8 F f2 ?0 4 13 / 6 1 :- fa"P) 3 iTiD�) i3' 9 1 Y f i' 3 13' t3' 70° 43" SO" N" $" T T 1' ` d a 3 _w,.-_ - 44 ,/2 la / H 1/4" 6 t/<" 5a 1/Y $ :l4" _ -1l4, 6 S/4"3( -,t2if2'a i/xfi if4`6 1/#' 2 i "f2 1fa 4 .. 6 t/4" 6 if ° "� (BOTTOM) .. 7' 3 $" 5 tl2' 7' a ill' $' #' 4 t/2' /fY 3" ('NmIP�) ? L/2" 3' $' 6" 4' 4` $' 4" 4 7/2' 3 tfY :8 t/2' 3" (T0P) 6' 8" a` St/2' R t/2' c_�. {BOTrO,Wl H' a' W a' 5 i/2" 7 IlY (BOTTOM)" J i ' 3 13, - 9. ' a 8 t ?°' I ^ / 3 R i/2- !p 7 12B 53` a" 5 (TOP) 73' 8 t/Y -.1.313"_93'1a'7510'51•8'13`6tleS {ttW)T3• 13, ' 7 3' F 3 9 1' 13 @ 7 iE 1. a 93. 1 : 3 r i f? 3 7" _ tb° 12. T' O a1 t3 f 7•- 1 2la / 6 t f>a # t/2 5 (BOTTOM: ) H (T0P) t $" 8l /$ €a' t $ 1 3 t @ r3 IO 91 H t3 a /" (BOTTOM):. 5 i_ 3 6' t" 3 i 3" t ] 8 t ` t a '�� t3. a 12 ' 1 O 1 ' f 2 6 I f 2 kJ " 5 1 f2` 6 Ot P (T3 )6 i/4" a 1/4" a If4'' 6 if+'" - - 1/4' 6 ita' 6 (Bal i:.'r°') - 6 9/4` 0 1 4` 8 1/4" 8 i 4" - - 5 {BOTH'• SCE :061, I I NCR ANcIORS TIPE W Si*M FOR 4NS€ALLAT R INTO WOW Pit" ARAMOS, ItLAIMM, AARSWR SPA�.^S ARD VWW EROE OISANDE ARE INDICATED ON nffi DIL FO SCHILDR E.D ESS LTIM ND WILD a- SCHEDULE. RE44m ANCHOR SPAaNO In MIATnY9IC SPALWO SHOA41 ON 50ROULE V T IL FOLLOW AI FACTORS. FOR THIS DPI ATIO14 TO BE POSSEt% RWXW SPAOIN0. nOT 09 LESS THAN WNJAW9 SPACING YFD FOR GYM+ AIR TYPE OFSan iNRWNC F+U>IDR iYW.L Imo+ ON TiRS SOROKE. ,+ "PE _t/}'Y __.Y�Y it4'4 1/4**,f+`M [r4'I .'''. TAPCGH OpLp-9iT FNNc-mm 0"-m h. L mwm ANCHOR 5'P`z i y4) 3 a 3 1 x t/S 21 AVAIMWAgiteF 0.) 3 3 t/x' I. S 3 3 1/1' 3 OO'TAAIM".) RfMI - 3 a 3 1/x` 3 40 3 I/r . AGT(1At HSfit, FACTOR -.._ } >� _� _ ___ _._ _ __. r — eso a- rs _ au _. ~ 3 t n 1.OnP 1A, Y.UR W}Oii *+ SPACINGS ONLY VALID NMFN IS USEO1 SEE UPL£ v FOR VAS(, AS.D, DESIGN LOADS & MAX PANEL WHEN SPACER " 6 USED. ' 44167 * .,,, A Alf,O. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS V-6" O P > 40 PSF 50 SF T W-2- 2 > 50.PSF TO 60 PSF :5'-10°:. E MAX. PANEL LENGTHS ARE ON),,Y VALID FOR INSTALLATIONS w/ SOLO SET ANCH & w/ qq SPACER AT t2 1/2' D.G. RJ= EW 24 DACE GALVANIZED STEEL STORM PANEL • O PR GLOBAL O�CTlt%N PRODUCTS-�« "E C #yi{d. 4e54 S.W. 51 SIRM 3334 c 44BEn. FAXL0e,P02_m7 mar± Au oNP>04 A 8-2A 20-175 -rAw.•e.ao,,, rii.-mnazta DPWWK REM + .. - -A4C Y,.w Rorr„e, oes. w 4tj8'LT e' Ot I$ LtEA A.teLlT ,1r..P7t „,,..._ _.._. _"-"""._ ......_-,...-.-".._._....._...._.,__.-_:-_.MC$4OWS (SEE SECTIONS & ALTfVNAT41'ES ON SHEZNS 13, I$, 15 &t6)--.....-..---—__..._a, a` VAX R-to/13, R-2A/13, R-3A i4, R-1F/1� R- 20/13, R-30/14, Y LIM f t' NTH: f Q M„ j -.--, R-1AW/15, R-2AW/15. R 3AW/16, R-1H(V 15. R-20W/15, R-•39W1/16. ° ,, (1)Or I� __,_.. _.,_ ____.�__ r-_.,_.._ 0 0 0 0 0 0 6 z-- — F-- I s 1: P} I. i k i ! j L . , 3 r �" I i i 1 I 1 1 E i i k '. �. ! 1f2 4 F 1 z ' 1 $ 4"M-20K1'`S.S, BOLTS VJ' i v k i t i i' € ,1` I . E USE ANEL MAN. s.,t FOR P LF1'K:1Ti: I 1 f t PANEL LENGTH 1 OVER 7'-6 i 1 i 7 r 1 4 :REGULAR 540W1 PANEL i I , RFX,1)LAR STORM PANEL _ tl'-8' b +40.0. -40.0 p,a,t. 11.1 L I M10 PANEL 01ERUP LENGTH Bpl k } (WI h i! _ _ __.... __ ___ i !4 '^ a ` O '4 - LIFE SAFETYST RM PANEL ?°-6 +80. , ,Sa.D :I D r Pam. _ i1-1111 q OVERLAP MLD CAMEL +ENG}H L I t 6d (1MtO >) g , , u I K IM6N. PAN EUS' EL LCNGIFO_,_ , , • ., .I ,:...; ,.: --- -."I_---`- - --=< _::. ;-" A7 :AIL MOUNTNOS11 �Av r - -.-m W - - . n s S. WL t - AT Y F .�iy { 1 EA. n �E { 1 fA. •1 1 �._...�_ t - , i V2 i, 1 1 f i i_ } r _ Lm_ k -- I S2S GIGUES A _ - ( it N 1. , - " rOCA 0 O LIFE 54PcYi""-' `' -L _. FAN O�J r' {r��jj i j Ei UTTDM G . % t B ERS fJ 1 d T ..,..,. t I „«pii iR Nr,., 4.OVERkAg+.., »�..... e ` OT % WIND NUT AT SING NUT AT. _ ;� a LEFT PANEL-.___ RIGHT PANEL- 3' W-i 1• INSTALAT045 ONLY VY3D FOR WIND I, MIN, R-11Af13,.R-24/13, R•-3A/44, R-tE/13. R-2B/13, R-30/14�, I. vd4.; - SPEED UP to 170 m.D.m I R 1AW/15. R-2AW/15, tt 3AW/16. R-18W/15 R-aw/15 R 3Gw/1& I _ .............___.,.,At{ -`HOTS (SEE SEC1iION$ A: ALTERNATIVES ON SHEETS 13. 14, 15 &16)••-- .,-.-.-.._ -:....-.•-,--,. .-.•m-.-.-.....- 1/4' MAX,: GAP WEE SAFETY MOM PANEL ;�AYAT`ION W _ 1" 2.887' Sc" 1/4'.1' SIMILAR - STORM PANES, (RAN .a WHOLE VILLEIN � {O pHD I' _,_ .t _._ �.= _ Il4 c } I' . �11 _ 11g�'' y� s S i.i ' M+AM, fLFY tk ' ti V ✓ _ -____ __ ___ _ s ? " _ 7 LIFE' SAFETY PANEL = *1 FLORIDA BUILDING CODE (Non NIa h Wocifty HUcricons Zang B S F) ,!!D .S 4 ,,.`cam 24 GAGE GALVANIZED STEEL STORM PANEL g , ' AL PROTECTION PRODUCTS LTC. DTn7/xDLa S€CTIQN A -A _"' !1L L` C C� Ixe, I afE y,� a SW, di StRkEY SCALE 1 4--l- {r/j'+ -T.:� a�waw.^�:bawmn.ms� Raw ORAL n-3= 20-175 f c .REST tP`__ pw OA`1 Al-1m PRONE: 4M)NO-73ft W (W)SM-Pli? :CA-00Re9t+ -- as Fearer A,s 'WA. .m. - r WAWWGY PE, Mfi . A.TiWTJr.. #1.E a: =,V f Sf1LL1' it OF 56 1NEALLAT19N DETAILS FOR LIFE SAFETY PANEL INN FOOD STRUCTURES _ , _,1 , .�, I v ? r ,.T ." _ ' .' I jj .. ' " i:} D NEA@ER ,,.,_ sr._ "I WOOD NER{IERN .,, - ..--- `._ HEA[>ER ,. '-"^-: (� HEADER Y It R IXIIREO C RFAU1Rr'4 G4NTtfD R!'OSIITtE6 . �*' _'e_ ; t rf,•-„ ,: a - , ( ,Ft w i 4'A TAPCON .,( I 11 � 11 '4 7/4'o TAn ,, } p ` 1 +°4 TAPCON � .Y I +'A TAtCt ..; l p -h,U. ,,. f" , (r I.1 , CHAR b 6` O,C ''s r'.. t 1# wt ",,: ICHDR O'$" 4.C, ` 1 :Y GN9t1. A H"' O.G.. ,� ;1 :;. NCHOR 0 9' OZ. t :,r 1 Ile - 1 I 11 ,,, j , i (j fif2" I1/4' Y I L/Y .If4. 1, I/4' I/4' 1 4" Mra(L I. , ,_... Ir: ,�e .. .... AA#,..... � I '` Aug:._ ;, ,N N �_.._.., , 4 I[ ✓ a17. T.4 'y i '1 ' Mln I .L r WIN r' j Mi t.!jhl I L.! D L-f fIf - 1, I::J I 1.. "c„J tir �..J' } ' n [, 1 L N I i p I . I,- Soo 1. +� ll- 1 tA/L4%v.xtHv. R .A. _. t 4"r-.SW1' _::::-_ ..y-.-.... .. 7`.R ^ ast W. w... B i T((cs-2wI' .._..... * 1 ,.. 8 9x.t5 _w EK75ti ' I OaN8W a EKOTIT,Ng„{I ,T" " SS. 93:15 W U-._ ,iA_. _ _ 1 .x. f AEA , AT 1 GIA551q_ a' AT a. D,s O ExiSilliO-fi :' ' GLASS 1.__. _ -_ i _ FX697 0 -._ .-__ �_ ;.....�#:--- DNAE FOR RNe � CLAW : s' I - .._ , .._ __ ., ._^/ ?�____ - {UeEtgx-are r IXA551 I R a I OAGG,. 94R 1•-r) ITT .r T.. ._d B 1 Loom OAR Y•-R} i it ,' 1 I. E - t I. V Mo it i ; I 1 1" ANiX. II ,...,. 1,._ b.....r._...__. ate".. -�: ,_.. ..� _,_. mow.:? -•_ PANEL. tEmm I ' ..._...&.:....,.., _...-.... . , 6.._:-...... ..�...... .:-;:A..:: G PANEL. LEMGIN 'L" "'f" 5, �''# T.. ..._._._...._ .- 6 11. Mrix: A' SEE aomnom (. t Yka... #-" '� $ (` i' :,. {. 3 # (SEE F2kVAnON : I Il t. PANES.. LI NDTH 8 I q7 PANEL 71 I LE'iNGTt1 fi I SHEEF 12) ._ J pN SHEET t2) Y_._ ..,_L_._ (SEE 0"ATON _. .i_._ .. . _1 �.:_- Y- _,..._ ,:-. 4 - ' (SEE E1YYA'iiad N: -' ----.___� .,___-. �,'-.-4 II ; C.�,__� ,�-..,^t--. ,ON SHEET 12) It i I y i ON St�T 72) B 11 11 I _: ,. a._"._.� - ____t R 1' Mn t I 1 s..__ _ ___1_A t 1am, i I-----SEPAN,nON-_. t.-, p----i.A ._� �.___I N--B€PA PD _ i T i t I t Mm. (' j y R C0 GLASS. p_ g; I 6 Mtn. 1 '4 ✓ i 41. TO GLAS-A. r s:,+ W2 #__1;Ei'ARATION_ I 4.:✓ B ',3j i i - 6 i I ?D ILASS. x E.. ):,„ ,.('. ,:= L � B TD Git45.. a.....-.. E. i 1 I � 4 6 1 1 _{1 RI i ' - .'' 1 ere I Eb: , {�-,.. :.. :':. I oc EO.:`- -._. ,.__,._....!_. } i - p _y L ,*. _.... .: :.:r ...,._.-._.L._ .._,1 E,. :. _ _ . yr, ,..F..__ . ,._ _.._,..__ E," :h. s_ , .8 .:., ev.: t , " I i °'. ' `.m.. a: µi1 ^I. t., : ? .r , -x -'S HtM :rS. E ...\ xL ,_,.. ..,5.,..�_ .....-.1 ` •• 3.. I NOL7S F 11 a �//4�1,,... _ i, - ". a. gyp., lit EO... - 1 `,.., /.rm ... 7 _-In SS KR YS : ` Il ( I PLATE .. 1,i '1 emn ij RO {! ,.. 1�4`4 TAPC{IN i. 'i , I I .,. 1'0.'P TAIi'ON REQUIRED : 'i , " I .; ! d.. 4"+ TAPCON 'A4' , , I€ a ex , a.a. ` 1 4 :. hNGHOR b R" O:G. :.., f ' r; , a f ANO}ItR 0 $" D.D, .k r '; ._ ANCtNOR.R 0' 0.G PLATE ,11 ,. • = ° ,...'; r :^. : `i E -, STAGGERED W/ $TUG ` r StAOGERta -Wf 5TU0 I >[ I REOUBMD �y '1` 1. `A`/NCibRA 3 9 £J.G I 2i,4• WOOD !_ � :. 2`.4" WOOD :..-_ I i I p i 'MATE PLATE. . - f l _ . _ .. ...�y"t �'�{{ REWIRED REWIRED - _ `h,., ..,.,..._ .!.-.. EcReff L;fYF VIMEP L L BEAN . ZlFE FEiY PiNEL r,t ��•��N/*�+ WALL i1CiUNrm .L�•]TwiaR747WSXei.K+F�4•Ay,_ry SCALE .315sf" � . (ii NA0 ".?F FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone) m 113m Tin, F.P. 24 GAGE GALVANIZED STORM a i 44 T 4y 7 " ZED STEEL PANEL DRAIN Im t, INSTALLATION ARE ONLYVAl.tp FUR A,5,0 DESIGN tl5-T PRESSURE RATINGS (The. AND PANEL LENGTHS AS I *. 4,.,`""-"- .,..,. ..�� wwt�RL�"�� "� PRIiTEGTION PROi!!,! `TS'r L' G> �/V PER ELEVATION ON SHE 12, $.,..0- :STATE (7r'+r-_.,.,..,,,,- i1.LI1C, C O $#2.C., OAM ,_ ,�_.. . - 4aO4:8W Srv�ET -. WOOD -. CONSTRUCTION; .5t 2, FOR NEW OD.. FRAME CONSTRU TiON• WOOD ., : ,, ..r MEMBERS TO 6E SOUTHERN PINE No 2. w/ SPECIFIC iOp. : { R •• ' NW. +-�"a�" .A.. n. aL314 ' 20-175 .•w, PWy4:.,rw. :Tam m-'. FMC Uea1OO-rAd. FAX, W41iEeS-IM DENSITY OF D.55 OR EOua.. I -" " ` _._,_. ra. AP. mWim Nn; rIANNE011-0004714 +srr.N :YAR r. marr Aw N if - �'m WARIER A. -nu l U,,. P:E - a4 O 4 : , #CET fn RF Ya (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS :I THRU 6, ON SHEETS 4 ;& 5) MAX. A.531; DES"TO flRREA"'x TNU (P,s�i) MAtI.IUM ANCHORS SPACING FOR AWN EO; PER BCMELf7LE BE70W APR3e�Bf.E # NAhItM3M p ANEd. If.L. {n:) WAX &S.D. RES U PRESSURE: RATING$ (P.A.) - MAXIMUM ANCHORS SPACING .FOR MIN E:D,.'FOR SGIHEDAE BLOW APPLICABLE TO WX14VM PANEL iF*v TAPGON SpLID-4rtT PANEi #e FELVALE 4D 'P E PLUS -NAIUM GLK-IN TMtlDN 9OLiD-St=i FEMALE:� TE EUAATE PLC IrtMi1O--HAWK CR3{-dM 1.0 towNaDE tatxw x € to RQIL m m to m10ro m to >fi65. -$5.. i.75. -75 . f3' 15- 13, 3 t3 33 t 3 t 3 73' T -3` T 2 t 3 I D (TL7P} 3 .-6n LESS Fit9.-mb s § t1 D i /2 73 it%± 13 t 2] f 1 /2 S 2 /. r3. s / _ (TOP) ) 5.-6. DR LESS'. 13 53 TS to 13" 13 t3 i3 12 43" ip 7 -i t3 $ /? t3 f3` 73 -:8"` 73 9 1p to 73 8 (BOTTOM) _la 13" tt' 13" 13' la' t3'° 9a° 93" 73" f2` t3' z r� a 2 (T 0P3 1' 3 S" i" 3 tD / a r 3 al ° f2 i 3 ata' f 7ra'aT / -1/2' fa 3 4 f a 1 ? 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S3" 8""� rII" (BCTT ) 7 if2` fa' #a 13" ISO tf2" i3` tO /2 tt i/ p"' Ir 7" 6 {SDP). 5" .. 73" t3" .-f a fa 1S aia°7f"-5 l %a fl4" i3 4t1a•.31' t (�') 6 t/4' a t a' $If4"S t/4' - 8 t #" 6 t/4' fi {BOTT.••) fi If4" fi i O` a Ile 8 BOtt"4 SEE 9,w 11 FIR AHCRIWIS TYPE k SPADINI M4 emmaATMR,LR Via WOOD FRIM "ONOS. Af e AM AM3ATR SIMAW AA CE VINA A MOE DSANARE NWATM ON " Se"ENIL£ FOR E.A. I= TIM I KALE ON 504XIOLE REDUOE ANDIM SWING IF NAKTRCANG SPACR4 SOWN ON F R BF 714C m OED S SCNEWiE t'OL POSSN ACTORS, to TTI UNWIMNi NC OR UOR'Ai FACTOR 6HALU NOT Oi LESS THAN LHNIM)Y SPAC4W BNOCA/E0 FOR EAPt AA'CiiDR TYPE ON R %LAL AS 10 FOR 11NFD Wf T,R6 SCI`NDi}N.E. _-Y/<Y 1}+•• 14'4 mnv tf4'r ANCHOR TIVE __i/4 ut� san-ar PaawritnD PAW . VO_A W FAUE-41 JAMAK43 ANMOR SPACM (m.) 3 a. s 3 R 1/2' 1 2 ,/I AAINMMNM EDGE Ol+) 3 3 gwr 3` -% a v/e" 3 OWANOE"4 jCq .. $ 3 4fA' a A/3` 8 A 3 In' 4 ACtWL ELSE E,O,) FACTOR , oy) _ _ _ — _ x:- x OAT t n.dry•R.m- ., Jrll tan-aw_.. I 1 34if I'm - 1,W I'm " SPACINGS ONLY VALID WHETI SPACER G,IS USED, SEE VILE 41 ;FOR MAX. A.S.D. DESIGN LOADS & MAX, PANEL LENGTHS WHEN SPACER lS USED. TASLIE ,JU.A A.S.O. DESIGN LOAD vm 40 PST OR LESS H'-a" > 40 T PSF D "aD PSF x B'- 2 > 50 PSF TO Ho PSF 5'-1O` A MAX. PANEL LENGTHS ARE Y VALID FOR INSTAUATiDNS W/ SOLID SET. ANCHORS. & W/ SPACER AT 12 1/2- O.C. 1 1SIA_LLATION 12ETAILS FOR UF[ E SAFETY CAMEL (1 INTO POURED CONQRETE QR R R r 4' s 6 A0 ON __. RED -o Ek n 1NANCHOR1 9* ' E" __. 1i6N 1.NCHOR 0 ANNC OR S' N ANCHOR t3 R GC,+ � CONCRETE BLOCK t REOIRIRE#!. O.C. , CONCRRETE OR % CONCRETE B=K tJ REQUIRED. RETEPGURED 0 i}.�,`... Y COWGRETE %00% i REO(71RE0, €_ �I1 � I. r -+ ', aA'` x -n ( 1s i j ✓t / �'•� i I i 1 I -1 t Mtn t` W. I 1/4M- r4` ! EZISII 11--3EPAPATION - 1 A4T W E14..R D GLASS, g� MASS iL, At to a ..... - - L .. 5f4'a-1a+' �.�.. ,� , � _ VV11-FtiR ! P/4LS. r'.-, EA t Y LFIA2RN OAR 7 O I t--] l 'EL LEE 6 I f r -_ i r 1 " MAX. i PANEL LENGTH ( SEE FJ,LV ri . I _.. ; 6 PANEL LENGTH I SEE ELEVA .EMU , ( t' Min. GN SH 1 EET a} A R I ##! SHEET t 1) T •-SE ARAT .-.-. PN L ! TO GLASS ... I �P i I. ' F.. E - '. l r`` � r' PJ ✓ Via' I .2. I 1 1 X r : p,1 3 d I I. I W �� f 1 EDr I-t f% �I t 1 t ' MIA EO :sr } � `f >»"o I 1_;, 1 op i r'..a Yz ac ,a 1 1j4' I I 1_.. d I 3 a ., f i t ---L� I ff' (�) _ 114'6 TAPCON I ('-,}/4"o TAPC'J4N . ANCHOR U B" O.G. ANCHOR b B''O.G: : ND POURED CONCRETE DR .OLEIRED MEN CONCRETE OR _zR�mR y[ALL MOUNTINGS SEC SHUTS is RR 16 FOR AK104M ANCHOR TPPF -- o% TYPE & SPACW FOR LIWALLATONS tNm lwta 1K10O IA AN #ANILSPACI. NLWtHUY AHCtIDR.-SW.CDOS #ND. VMS" WALL" WALL" INc+mRulaW VALIM M) 3 R leet :0--A (14J 3 EDUE DWANC€ ARE INOGITED ON INILS SCHE616E. FOR E.D. LESS If" PLYIO,tED ON SCHEDULE WOKE'. ANCHOR. SPACANG rAwaR.wI •` nqs aaw.LSs) ] 6Y MULTIPtWic SPACINO SHOWN OA SclaviE By %iE FOU,OWIMO FACTORS.. FOR THIS OPEAATWN TD 6E potimi8LE, AMK 1p3f ,M MMZ = FADIOR I t/7" REDUCED SPAORG 08 mm LIM FACme SMALL NOT 6E Ums twat ...__ n. _ ALAI "_ .. -- — _ .- a _. _.......__..� _ _ O., .. r_._. NRIAAJY SPAOMRO WDK'ATM MR EACH HONOR TYPE ON INS; SCItMULa . Imo'_...._.__..... - II p01 I AtN1. it l 4F^ 5EPARAAM N- EX 1 p 2047' I a - ��E•(I 70 / '+ 2OPi" 11 CLAM ,z.._. s, Fels �" G tI EX - L,AaS , ""^s,5 t5 II - '� 7 AT FA - FA GLASS Nt A7 RN ; 6eE itWFs. R I B ( 1}SCrdi TLX2 T` I I II it I Y' MA%. I i IIt I 1' "I -j( MAX.. I _ 11 PANEL "',' H PA NEL ANEL ELEVATION N 6 'SEE TTON ELEyA Il I EE ELCVAIKkN pj ' ON SHEET' fa) U ! I ON SHEET 12) ARATION i � I T .'- -.._. I IF"'SEP I i i4 0L45S. I. II __ I i -- 1 1 j �� I 11 a r 1 P: .^ 12 lL/ aI .�' !ihr "' : +g1FrXE.O. i. E.D. 1O�- �= r J 1 r I } L EQyyy .} EY) �„i ��s �/p - fi`i YS. t • tz f as a 1x tpi u "_,..I/M+. TAPCON / 1, -0 TAPCON ANCHCIR O B' O.C. ANCHOR 0 7Y O4. EX svk,% POURED CONCRETE OR ' EXISTING POURED CONCRETE 4A _CONCRETE BLOCK REQUIRED. —CONCRETE ELMREQUIIED. = W JAOI► NG5 NHtB'ryx", SME 3/8-1- L 1SJfi INTO WOOD 9RUCT RES l_____ �. ij - �WG000BFt M WOOD HEADER 'REGtiIREE °r _ - Tt'E { I,,_Ir i i ,IDLARM . L - f A"+ TAPGDN i4 1 4"R TAPCON . >I !. I . IX �4' D.G. HDB . I" G.C. r1, , % ' 11 �. - R ,I Y , - i 3_.) ", fERLI Ile" t/4" 1 .I a' ,i le I1/A"' 11 ' .�......._ __..._..I f .. J ..,MAX . __.._,......_...I 1 X. W. '-- Ill ' i NFm. , 1 ,I 1.i EX1StiILG,,,d F�4'F_mnt" -- 9A e t _ g� GLASS. p - t -, .. .. B u _ .. , ..- L EXLSTRN , I +. ., :,.. '{unR1N _in GWN N rye, ..I . .-_. - , i L MAk'. RI - . ._....__.._I P EL LENGTH ,T-..-___,: _-.,__ _ .._ =. 6` SEE PANEL ON LENGTH li G SEE ELEVATION I i I ( GN SHEET' 1? d _ _-/-_-.I-,--_ ;, ON SHEET f2) I T- t II 1 It / I t I ` PAIrt, i # _ ,j. __1r•---6EPARATtt,Ml-w.. r I I' Min:rye I - TO CLASS. ! 1 f 11 i n it 2�1I 8 !( i b fx.4/t Dc EO '.-�-;! 1 a t!E7/C aO !. I I t ... i 2 - ,. 1 ERG a✓^ '•._ i • i r < ''t-.._ i i __._._. __, �.,...... _.__t EG -.___ 7 `---.- __ f ,,�1 2P'K4' WOOD- _ ''. 1 PLATE WOQQ, T v `p REQUIRED KrOGITED ,I. :. A ? a°n PNNEi.MAiE PLiiS ,1 S i'r ,`1 1f1"' PANfi.MATE PLUS' ._,ANCHOR I ,,$•' ."ANCHOR 0 12 Ile 0.:: t fl1 12 ifa" Q.O.. . ,¢i} ;�, I, 0LIRNWEAHLL .tF 11II1-Iff"! I L 1ADUNTlNGS AL4A A Tiltf� ; 0.44167 N3 = FLORIDA BUILDING CODE (Non 11 Vefo"I Hu Icons Zona) I NnSfO _ O7,9Zn 110E00, $0. $4 GAGE GALVANIZED STEEL STORM PANE L Fi_a pN'AN All z '. ATE E}F. i Q* T. INSTALLATION ARE ONLY 'VALID FOR. MAX. A.S,O.. '�-, � ,+4P-.„,,,. wN.P....wr or/I7r'E .DESIGN PRESSURE RATINGS (,s.f). AND PANEL fJ `� P ..,c . TOR ._...:....,.,_- l.1�E'C O tnc,. GLOBAL PROTECTION PRODUCTS, U.C. , ; LENGIH5' AS PER ELEVATION ON SHEET 12. Syr .......... •....... Fii :Ono zW $1 - - - TKLTr TF'#nN0 s BaOISTEE7OtNO cO,1PAir 2. FOR NEW WOOD FRAME CONSTRUCTKNN: WOOD 't>, IONAI f• y-S„82.;,1 m,��„ yl,,,m ,,,r' 20•-175 No NANNNNFuttMi E MEMBERS TO BE SOUTHERN PINE 2. W/ SPECIFIC 1�.., .»-+sn. - N DENSITY OF 0.55 OR EQUAL PE. 9FHIg4NAtURFJEVe1E CA-00014 *•.. : „Ys r'...: :.a o1RAwm N. WARIER A -TAUT eHEEf tE.OF I6 -6-0 a) N (n L_ C0 a) -I--A U a) Q- Q o C .CD CU U -0 a)� 1- N ^= W = -0 L_ (Q Q cu (n C Q L Q — q L Q Q 'S Q . Q •� _# CU Q > ._ Cn 0 Q CU Q Li � y_ ._cnQ to E gn EV Cm = W -= W C3 r =_ to a = RC C m 'T 3 W w = 4n EA >s CA N a 2 C= fC N N 3 d t,% W = III O 3 I GIA CB t .w 2 R 1E �[ 4n � m i, C fJ L. a) (1) C_ -+--a 40 U) = m 0 C/) CL CL (1) C- =3 (00 ^^O L- U a) W LL.I Q Z Z Q J 0- SHEET NO. SH 1.4 EZt jib, Ezl w/ 1 8 ANCHORS I... ;....,,._- (SIE S¢Gr!dN Ei, & ALIETTNATru€ E2,W ON $NEE; I {9D($EE NOTE 2) L?/Nt#T€ 2) �(] SIra`. uuaNtu _ ,•'1"--"'`''-PDV Rrt'ET __ * tR5T t'ANELQI C7 RE INSTALLED AT EACH OPEfiBr� SHALL >}?:iYAYS BE t�-q�r G .o I b ;p 'O _ I 4 q ii t ! C € D _ j "! PROViDED TW 1teAA' iiA,NDLE TO FACILITATE INSTAL+A's,UN IF INTENDED • :• { i, ra BE tNsr I j ,.. ALLE FROM INSIDE OF STR4!&'R!RE.. i { I+ AT 2 PER s^'.57Ttd t `i-' I j 1` .7..,Y«-.7_.. o t...E"I^" :-•r".,'.., i ^'-!�"T• x^'r ^ 7"" T"r. :, -« , z i ., -, r ^ _r".---� SfF t Gr) t1!`J_`?NfT!StN ttF eFRe '� b. t, Z HANG 'OPOI& , BOTTOM (.END PANEL} ' � ( (INTERIOR PANEL) ? ;INTERN3R PANEL) I (Hd7EFnDET PANEL) � € (END PANEL] j � tNrx CONSISTIrNG OF PANEL + Cont.. TRACKS TOP b 60Tr0M. ` t SEE NOiE.5 2. 3, 4 ( i. - t ( i t t � ! SEE NOTES 2, 3. 4 (2). END PANELS SHALL AL OE CONNECTED 0 BOTTOM TRACK OTHERWISE A STOP XWTs1BE L BC PROVIDED Al TOP OEF SUCH PANEL iN.Aitit$. [EAMA,NfSfFY (,q}`I(1f, yr I SO o f iD:tl 6.e.t - .. (3)- IF END PANS ARE CONNECTED TO BOTTOM TRACK, CONNECTION % .j ! i I !• I ! t`T( I I_ - - S _ 7 _i t_I_ .. 1 ._ `HALL CONSIST OF 1/4'0-20R3/4" M.S,, Wf 7/8'0.3/32• WNG j is "ffi;d3 ..,@,�JLTED £5uY£iS W/ tf4%-4ox1- t NL OR 1/4 4" #[n. tHUM'6SCREYF INTO TAPPED BOTTOM I {% t 0 E'A OVERLAP 2'{tA,",7t. LDCAT7#2dt 6F i'ASiEiVERS' btAY 8E AT EITi+6Z OF ?�'D 4 j ((f G5EE SECfiK NS AS APPLICABLE) EXTERIOR I LAT iNdGES OF END PANEL. 1-_L (4)IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM .... .. j..... ..» .T.. ,-._ -,., yj({ .. .». .,J*. ,,, ...__., _ `{ .s .. -"7-2 !' TRACK (ie. A S70P BAR IS ONLY IZED AT TOP) AT LEAST TWO PANM rNNECTED TO BOTTOM TRACK USNO SPECS E [ J T )» � t t t't ^1 l-T" I ,, i. 4. t i INDICATED ON NOTE NOTE LO.31 A�}VI. IN SUCH CASL CONNECTION OF -H � -r T i ; r L# JJ_Li..JJ_L.LJJ1-LLJJ_LAL..,IJI�LJJ.<"L i_1JJ.LLJJ_LLJ«_:I?iLLJ f_L1J�. 3 i PANELS TO BDa=AM TRACK MAY OCCUR AT ANS PANEL tDCATIDN L - SEE NOTE. r M6% i_ +° Min z IN'STAI-LATIONS ONLY VALID FOR WINO:. '•.1 ! NOTE NSTE 3 r SPEED Ur TO 170 m.F.N. ISEE SECTION fir ,a ALTERNATIVE 12,W ON 'SrJEL9 to EZI/8, EZI1Vjl8 TYPICAL N EOR SERIES 2009 E-ZN SYSTEM M SCALE' 2-687'(Ma VOEMA './4" Md%. GAP o .� `,�b..'j.. .t WVIa.E VAI1.I4) € ✓, F �/f NAIL. CAP f 1 �._..__.t /l. SCALE 3/32'-1' ,`�EAA Tfiltj Sa{ q�'•'' r • FLORIDA BUILDING CODE (Nan High Velocity HurrPcone zcn_a •' ream sx 3,44167 24 GAGE GALVANQE0 STEEL STORM PANEL N I L E C A t IN c - GLOBAL PROTECTION PRODUCTS, LLC. mr xe '•• TN):?r Tm#a 1 Sp ANti i 'i tlP LiHtl±� • ; xa Mn v. en %N ry A+N r20 T?5 '' Pm'y {xmt w#xtc t43'll-tS�.+. iM: fP.9(X'a'r8i fr°'�s .. {9" :4 ?caabb•.lexr — ue r'rrr �fr ' *wIE.'o+Ir:- .yt>oao7rE _ is'it A laity v„ BE SiNftFNutit 4d4 2to ♦ 9HRi tT � la ENGINE E-e4ING E11`II3INEERING EXPREE350 PRODUCT EvALuATICIN REPORT September 15, 2020 Application Number. 17t16g,1 --R2 EX Project Nomoer, 20-31543' Product Manufacturer; All Arnarican Shutters and Glass Manufacturer Address 15QDome Road VVestftlm Boach, FL33409. Product Name & Description: 24ga Galvanized Steel Storm Panels Large M Calls Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the mitolrematits of theFlirida Departmental Business and Professional Regulation (Florida Building Commisslah) Rule Chapter 61 G20-3,005, F.A,C., for statewide acceptance per Method t(d) The product noted above has been tested and/or evaluated as sumralartzed herein to show compliance with the Florida Building Code Seventh Edam (2f:2 and Is, lot the purposafntanded, ad least equivalent to that required by the Code, Re-evaluation of this product shelf be required following pertinent Florida Building Code modifications or revisions, Substantiating Bata.` PRODUCT EVAWATION DOCUMENTS EX dmwng Xf20,31643 tR19d 124ga Ga vanlzedSteal Stain Panels (HVHZ & Non=HVHZ)", sheets 1-S, prepared by Engineering Eimmi s, signed & sealed by Frank Bernardo. P.E, I. an integral part of'this . Evaluation Report, . TESTREPORTS Uniform %lark; struchriai performance has been tested in accordance with TAS 202 test standards pat test reportlai #8T-ASG-17-DOt by 6iackwaterTesting, Inc. Large miesile impact resistance and cyclic loaning performance has been tasted In accordance with TAS 201 and TAS 203 teststandards:per test repart(s) #BT-ASG-t 7,001 by Blackwater'Tesling.mc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have boon prepared which ovaluaW the product based on comparative find/or rational analysis to quefify the follbwfog design criteria: 1. Maximum Allowable Spans 2, Minimum Allowable Spans 3. MihlarmiGlassSaparatlon 4. Anchor Spacing 160 SW 12.1" AVENUE SUITE 106 DEERFIELD BEACH, FLORIDA 33442 (954) 354-066D 1(866) 396-9999 TEAM�ENS<1NEERIN6£:XPRE55,CD.M EN GTR'E£Rt H G E Xit$ ESS. C.daAt ENGINEERING Paste 2 of 7,. Afl American Shutters and Glass — 24ga Galvanized Steal Stone Panels No 33 Increase in allowable stress has used In e d o this product. % teas ..1 Wa been m design f Lt >g pr Separation from Is o required call Ida f Wind on 4 n Essential I" ape n om glazing not T$giNr lrls+a I urns outside D w zone and neat face Ives: Impact Resistance: Large impact Resistance has been demonstrated or, evidenced In previously leted tast report(s). and is accounted for In the arigineeriri'. g dersi n of this Product. Wind Load Resistance Thls product has been designed to resist wind loads as indicated in the span schodule(s) oft the respective Product Evaluation Document 4a, engineering drawing). installation This product shall tie Installed in strict compliance with Its respective Product Evaluation Document (i,e engineering draviing), along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaivation Document (i.e. engineering drawing). Limitations B Conditions of Use: Use of ttis product shall be instrict accordance with therespectiveProduotl5valualicn Documentl(i:e:. angloaering drawdrig) as noted herein All supporting host structures strati be designed to resist all superimposed Loads and shall be of a material listed in this product's respective anchor sehadule. Host shvirture conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer All components wNtch are permanently installed shall be protected against corrosion.oscontamination,-anti tepee pemlan gY p ag. other such damage at all times, This product has been designed for use WIND and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. e �'e • S AE Prank Hernando, PC ENGINEERING EJCPREse 4PE-0046549 I Cert: Auth. 9995 160 SW 1211 AVENUE $urTE 106, DEERFIELD BEACH, FLORIDA.. 33442 t954)354 06601 t866)396.9999 TEAM OEND':IN£ERINGEXPRISS, CON ERGINE$ RINGE:KPAESS.CDM ' FHANKH NJAW}U ,ter H-F4kf, TYPE M1,R.'+J£ 3 aia. �JaF _ t t.l n y �' JUD txJt - s r?IfiU 1•uu C1r� 4 p CRflll4YYri s ° ILIL Ik KC Vi �utlp'�' ''• ..'+fir J}).LL cI•Itf; Fr. r^''-±«r ' v u w act # I N 4 cN u-ti' c J)M P tla M ".n s i tw li„ W 7 IL e Tu. a� - I L .2 - x w F U i W r 't ti N, a avR r do n r a w s i N 0 a _I ?NlY N - 1 sr9 �W ' w --• ,i 1 u ^H P Lu' fi r I m - - i t �• K Jr `' :! a! $} •' r r;. ., r,_ ,. -nit , W IrUV 1 :( W F;; 1 ¢3 { - Hkr is I t - J 4' Fi U •:..LC -.S 31 I� » coca -tN _ � Q .. ♦ ,:..: � -.p, : - :•. '1A H .,_: :.. i:.I 4t. :. CD ter. TL :h:'-. T_Rf1RT UY : is aQUNTINL'ElR SI➢N3 < 'CtiL.. tl.. �.t_ CT ri5k1, TYPF. , i HF Yd FC [ F e t !< _r N I4L4iL. _r: ILcia7. 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N I A. i f WX d VAX . k PANEL LENGTH ♦ i4�rA�75 w. @ PANEL +_ENGni-Ir .,,.if4'0-20%2• ; TD fiLlis 1 ~''r"✓ TNUMBSCREW D50%L, I u!a mj - fa/ f Tt BE J/2 Ar<TARCAN ANL`HDR. r D.C. !/4"a iMCON� 1 2"%4' WOOD ANCHOR 0 12` N r ` CONCRETE $LEICK ' UEON '= ."._„�...Yp-�,„. ! y�,yy�y/� IIEDUIrfED. - LL iiQII173TtN� LL Id titMNG =ON "I 19iNIP:RKA Fn EZIMt SCALE 3/8-i' SCALE 3/a-i' tMi"3ailNNdr/ApW N TtQ1jr CEN >r FLORIDA SUILOINC CODE(Ron Nth Velocity No cane, Eone) MHN. PANEL LENGTH m 44 s T{ mo. ox. VK 24 GAGE GALVANIZED STEEL ST( PANa 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.5 0 DESIGN SHALL BE V-•6' ?. * ' _ _ BRAIN: PRESSURE RATING +/- 40.0 P,51. AND &'-0" MAX ,�•,•- Y C-�_PROTECT" Ii.O, o7l2W7 PANEL LENGTH, i .. STATED I L I E C O IN c . " 2. FOR:,NEW WOOD FRAME CONSTRUCTION: WOOD ttj(tiil.,;'NM rail _ n.u+tY�. �v� '.asSit� • 20-17S .' Z$ i*` rmn,. af,.s m Yr;7 •+Mr P.mNa Gg.Y)e06-7t+A FW: (ai•i -+roar MEMBERS TO BE SOUTHERN PmE No 2, va/ SPEC!riC r. 3'1 Ilfdt DENSITY OF 0.55 OR EQUAL. x*•>ms -.. . 1rR„rir'sg4szMfrUAV".u+]T :A-CLtlb7t4 sx Iw. cfr tmr..s. ygt. 00.SYNi➢Lb -. IAL'9{R.A inln dr„fw 9X,. r dIA Gti,tg r& + a1NL1 tN 9F fa r ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS CHVHZ & N[ N-HVHZ) oa:�bGnL,N -----,1- ILOCA ON MAY VARY; PANr~,kS J4AY aE NftT HED AS RLAM:l11aED L6?T'IONALW 209TIT'CH I?ROHIDED THAT L-NNECTIONS AND BOLTS IMI7MIMA5HERED ANCHiSRS,ARE US€iS WHtcH c�1LTTSEY l`1INGFA)TS fASTENEO@ SRAN3 ABOVE s LrI C,, OBST,,.T DN, DV.BIrAPS f4[DSPAN GUS _ - AAPR47PRIA_TESPAN TABLE: VERTICAL MOUNT ELEVATION 2 = NOTCHED PANELS 1 j N T S ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION LE: S SCHEDULE: 4GAUGEP.N A ELKS BASE. P M N! Uh9 STORM ANI 9E ARATWN.t"Ni?M DiA55 M 04YH3 WIND Ibnf 4$SENTrAI FACJIITIE SJ I MA%thiIINI 1 f' D $!EaN [ ! �$T. U.A S L • H LIA C N wRes RF AU.Owa N A ABOVE IDI NHA T! 1mVtR ATE . ," rSPAN rinTdal TFAN3H4`Ae4VE GRADE THAN 3b'AIKiVE GRADE ALL WITH IN i15 LOAD. I 11 ENTER PAN SCHEDULE WITH POSITIVE L AO IN 5 ED TI 5[ DESIGN O TO DmCT E MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTEA- 2. SCHEDULE IS REQUIRED OR U' w E D5 Y EtNr REA F Sc r1Ti OU1,CIT ETW ASE gg INTERPOLATION ETV.' iDAD$: IS A EPrA tE. OTL'fERWLSE U� NEXT 1 - : 9. IA @ EkN t'E $ H 6NkR LOAD. / 3L FOR INSTALLATIONS OUTSIDE OFTHE HVH2 AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM wmo ZONES a THROUGH 3. THE RATIOS SEPARAT ION N SCVEDUA-1 IS REQUIRED 0.N6 N MINIMUM SEPARATION FROM THE PRATECTED 9MING IS MIRED. AS N'JTE13 IN DE$L-N DESIGN NOTES: 5tHEDULES PosttIVE qANNDD NEGATIVE DESIGN PRESSURES CALCULATED FOR4SE WPTH'�'crykIS SYSTEM-tSH LL BE DETERMIWI54` R EE3VeR#NTN OTbE PNC-SraURE�"E�RAtRE�M WIS ryH THE, DETE0.M�Nt=O N A RDA lNl H ASGE 7 AND CHAPTER a09 OF THE ft4RfDA BUNG CODE St A L BE LESSTHAN DR E UAL (+THE posT{IY€ 9R NEGATIVE DESIGN , PJIE,S ORE ACTTrV OES USTER HE}?EIN FORANY "ASSEM$LY AS $FLOWN• GENERAL NOTES: BEEN USED IN THE. `VISIT EGALOAD11811643 ,ryST eJBItJE�IN➢EHPRI�58 CdMC;{gRE F[Ai?u, W NUIiuLPLvN9�:IrenPRis R AEALfiGgY MINIMUM ALLOWABLE SPAN SCHEDULE ILL PAN I LEM e IMMINIMUNIMI �IE�IItL'a7�ii�lll's7'3 Lot mtt�€��t ocatQ��l�ml�t�ll�� • iCi:i1 r^� T.,FIi < �,&#IICi:.A. 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'bPpp` 10d9ODgD: I�.a•4xtn :DD5JatfYlwui%.'. .525 •. z G .125 - a 6 S D.125 oc. aGA �$ $ _ 01194° Mr�°'-, .n 120' n TYP. �.I» TYP -± T ' pp11 -03 flb9 N[° rN DE.2" � .tn' 4094 11 .. " 10.375 D52 � T_0.125 -.. �� :. . QA6i . a TYP. 2,000 t A yD1 --1 242D , .250 —1. 2,00D" --! Z DDD 1-- EDw - I,180 "H".FE#DER .A v� t"1 �'u" HEDnEa<n 0u1L➢wui V•.. HE,l➢EH q.� �,F-PAN ➢LIYSURE.. ( Tao,' 560" SSO". a D•3 x ,3t#-I(-g: 6,316P - 9�655 �12,5DO"PANEL:GOVERAGI A.179°�.. 4.f9D� D.190"-p lh-. _,-A•Y.aS°' a j!. N Y4,@7S' PANELLENf+rH' $, �. dp n; LEG 1�Q34, .15[i^ i e V (�,D.D9D' 250 --� -••� 2.D.utit+A•sris D,215°315 D 7L0' fID.1i5" .305" In TYP TYP-. D,]DD' y D:D9o" S VILa-diT 'f' IRAOK. 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Jr a �• ] t1.6 If ilyi V IH'Ot50.t1E8 CL63UREY1ECAtL EMBED h ff'`Ts_Hy:..1 J1P g a' f D TAErfWIR E CL09UA47E 1_. lj H.T.5_x'"_- R C _EEM� Y - _ _ _ $ i S. c E' s - V'F - ,F 2 ,g 6 ANCHOR SPACING 24 GAUGE PANELS; PANEL FASTENERS SCHEDULE' is 12.5" O.C. Y ,A fdldbr'a%4V'O'�f,1'rq�y,4 _a 0 Lv c ,N a w x S F Ill.. ill f' n _7 4 N. t , Ix t k. 0 J17 W IN U 6' .x ? a� P ,D J= m lfl `te T� I .. p ri W 1 i� �. t.< 11 J a L 0 «x 1 K s S,� 0 6 -r Q J Nil Q -: E 6..: tt ANCHOR NOTES: L ANCHOR HE U APPLIS ALL.PODU eCERT•F7ED ERE T PR IDES rW C D Lf F TO. R, CT FRT,J H 1N„@U ONLS° Rr]LJ " PM ALLOW NCH4R C3.6, MAX UM ALLO B E£ S+AN P P OC TED 1NAK UM A$kEA 5Wi N IM wA L PAN R Ri;555URFS N 1 A INS I EDULE5 P LT. PAP HALL P 2 F_NTERANCHOR SCF{87U LE BASED DNPANEL FPS'rENEq SPACING, THE EXISTINGSTRUCTURE MATERIAL,& CHORTYPE-SELF 'DESIG LOADG EATER ANC CT N R THAN DR UTTER TONEGATEVE DESTGN LOAD ON SHINTTERANO SELECTPRPRIATE WUNTNOR G 06NOTLTOSHUTTER SPAN SELECT - ;SHEET CPIAN TYPE EicA I ON APPROPRIATE FT0TNG C6tJDIT&ON ISEE'MDUPITING DETAILS ON SHEET 2 FOp.1ft2ENT]FICATION OF tTJNNCC'I ION TY(xE), 3.Err,'PANELPA5TENERS^. ArtE STUDS USED INtAW UNCTIflNt'VITH ALL:hffillNT;NG E'ATRU5IDN'3 iSE TI-Ocirr- PANEL FASTENER SPACING TABLE3JALUES FOR; AL `H"- AND ALL "-AND °U"-HE DEB`5 i Utai GHU CO � O 5 Ny H •- (NCL , N rC?TLQ T NDLTI N„) 4 ANCHOf}5.SNALL HE tNSTALLEA TN ACCORDANCE wrTH=MANUFALZrJRERS BECOMMENOATIDN� S, HOLUbW BLGCR HO5T STRUCTURE SHAD. C'bNFORM TO V,STM C9¢BLJCR" - 5 MINTRUM:E4BEDMENT SHALL aE AS NAT�'SN ANCti08 SCHEDULE, 7 MHVIMUM EMBEDMENT -AND EDGE rnc.TANCE EXCLII.DE-S STUCW, FOAM BRIG(, AND OTHER LYt>L .FINISHES WALL FNISHE55HALLHE: LIHrfED TO i^4"MAk'OR SHALL 6E; ER[Ft6D aY HFRS T©. ADEI'2UATELY TA ANSPERLOADS TO HOST ST'.RUL`fUliE � � �S, COrICREIE ANCHAAS NOT ER HEREIN SHALL BE EMBEDDED MDT IJ CRACKED En3NaTETE oil- r: 4 WHERE EXISTINGSTRUCTURE L44Wbd fRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT:FASTENERS ARE IMDADEQUArF WO601' INGMFM5ERS, NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES., 1D H CHORS FA TO RICO ACEA D . N F,-BE w ERE AN h PIA W FSTU fRAML 6 TENERSHALL Lit TED;tN F , A� cA FR TEROf NOMINAL 4" B WOOD STUD G-0ED5 7 CE @ AG, N N IG [MIN.) . T (/, I AN PS, ACCEPTA LEf RWWD FRAMING#. wEIOD 5TU0 �yHALL BE "SOUTHERN-PINE"Gmli:55 C3RGREATEIT,DENSIT}'',IAG SCREW SHALL. 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