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HomeMy WebLinkAbout36382 Garden Wall WayAB orAB. Anchor Bolt ABVorAbv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF orAF.F. Above Finished Floor AHU or A.H.U. Air Handier Unit ALT or ALT. Alternate BC Base Cabinet BF B•Ifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG, Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foott Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P. L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or RIA or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O. B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O. P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or WA Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES n i� REV. 06.23.22 Mimi= =I ILMENNAR� 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS .-__....._._.---- COVER SHEET 1.1 FIRST FLOOR PLAN ------- 1,2 -------------- SECOND FLOOR PLAN EXTERIOR ELEVATIONS - FRONT & a 2•1 2.2 3 EXTERIOR ELEVATIONS - REAR & ELECTRICAL PLAN ,,.., N �' -- -.-- ---------— - -- - ROOF PLAN -t _U7) --- 4 5 FOUNDATION PLAN � m 6.1 FLOOR FRAMING PLAN ROOF FRAMING PLAN W 6.2 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL ---------------------------------------------- SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL ---------------------- ----------------- SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N 0 N cra = c O t �o m m CD LLJ c o a� o c eoc,CN _ L vmx N C L O- o 1 • Q � N Y 3 a• >CL� a v •3 � C2 � •� u m GJ c o a� o a a .•"kASE .• .a � v h6�,% • • d ' ,J r r: L 0 ;7� 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 Q $ co 8 0 Q =' °0 co 1 N n0 U. fh Q J i MLLLL LL W a J a 13Z m e °' a Y L F �;� o 0. ILW 02-y' Z N N Z W 1:1 E3 0 J a z �4- N 9 0 LU f0 �- U E s _ = r U • Of M M � w LL c C O w� ooLL F Za go o E U f6 F- r0 - �' 0 0 �a wa 00 z <0 a x ww a?o its N m0 o Z - � J �al Fb '<W sv, L 3 02 �W W � MI5 }a0 CC)r~ ila o 3 O M O, R to 0 lL d- co cc �� :3 C:)Or*-% - ca O U) m cV I— - L0 Cc N C:) N O LLf ) N � .- ai E M ca M N Z 2 E O m o ?: _ a 0 Q o JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. C S 1' 'V'"TI " 11 11 VARIES, 2" LESS THAN CABINETS BELOW MI� H (n ¢w MEDICINE CABINET Y 24" TOWEL BAR ON WALL ABOVE TOILET TOILET PAPER I HOLDER CV KITCHEN MIRROR I=l1 0 50 KITCHEN O. 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 o-- TOWEL BAR IN TUB OR SHWR. I SHWR VALVES ®•- � 4 'v M O TUB DOUBLE RODS SINGLE ROD i 42" H UPPER CABINETS --, 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A MAY BRACKET � 36" H BASE FINISHED CABINETS - COUNTER TOP 30" H BASE 4 CABINETS - 80 LL "v IL 1,_2" n 2x � � FRAMING -;!� 4 1/2" GYP N M ? BOARD BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = 1'-0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN CV ao W 6 N O �IA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 00 T 1'-4"X1'-4" "L" J SHAPE CMU COLUMN Kzwil1➢ 13'-0" 12'-0" 1' 4" 1 V-8" T-9" 8'_3" AC PAD HB O 35-SH - - - - - - - - - - - - - - - - - - - - - - * ■ LANAI - O NOOK 1 8'-0" FLAT CLG. AFF ,- - -- - 8'-8" FLAT 6LG. ` I - TILE 0 12'-4" " I ■is 74_ ' I II I II 1 I' El I�_ YN r � Y I O El 1z I -- - FAMILY I C �� 1 -- , ■ 8'-8" FLAT CLG. A it CARPET I pl 3„ _ 2'-h 1" i - Cl) 8'-8" FLAT CLG. - 246 _ - iV TILE ' 0, N - FLOOR G.T. --------------- --- _ _ _ -REF ~ - - - - - - - - 16 N 1 I m--- 15 - 5'-74" _. 13 - DINING (3) 2x4 #2 SPF 12 _ STUDS w/ (3) 16d GG 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET eo S3 Co TYP 10 42" H 1/2 WALL 3, 3., 4'_ " g OR RAILING PER SPECS 8 - FLOOR G.T.-------- ------ - - --- 7 (3) 2x4 #2 SPF 6 ■ STUDS w/ (3) 16d U NAILS @ BASE p o iv ( �1 - 2 3 4 5 I PW D R I 4 ARCH I j i GG -- - (3) 2x4 #2 SPF 8'-8" FLAT CLG. rL� S3 W - STUDS w/ HTT16 - _ TILE Iff AT BASE P -1 FOYER I PE K "' LAU N la - ° Q D. 8'-8" FLAT CLG. 8'-8" FLAT CLG. TILE S4 TILEit - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I i � _ 6,-4„ 6-7j" 4'-0 7-2i" r 0" 17'-10" C N EDGE OF SLAB 2" 35 BUILDER TO BEYOND WALL D1 PROVIDE APPLIANCE - PROTECTION WHEN I 00 - NOTE: FINISHED WALLS REQUIRED PER FBC -_ M - TO BE FLUSH. FIELD VERIFY. G.T. 8'-8" CLG. A.F.F. _- -_-_ ------------- I 8'-0" CLG. A.F.F. J LU ENTRY1 o Z a 8'4' FLAT CLG. AFF i5�1 X ,----- Q ------ GARAGE (ATTIC _=� o6 8'-0" CLG. A.F.F. L'°�gcr 11-4" 00 LU w 04 TYP. @ SINGLE j I j 4'4" STORY A (SEE AA/S3 FOR STEM OPT.) S3 r--------------- ----------------- I I I I I I I I I I I K I I I I I TYP. @ S4 I I O GARAGEtn I I 16070 OVERHEAD DOOR V-8" 16-0" 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. IX ir w w w o J 205 to HUH � U '-J 3: °�� 50 S c _ B HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 0 +28.3 / -37.0 +26,/ -29.1 +26.6 / -33.5 J16 ;SSEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20X388 182'X371 S.H. 14 20 X 501 18 1 X 50 S.H. 15 20 X 63 18 4 X 62 J S.H. 16 20 X 72 1812 X 714 S.H. 1142 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 8 26 x 371 S.H. 1144 274' X 508 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1 H6 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 8 X 38 8 36 } X 37 3/4 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 8 X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 J X 25 � S.H. 33 54 X 38 8 52 1 X 37 1 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 1 X 62 2 S.H. 36 54 X 72 52 J X 711 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable Windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'4- A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) jR-11/R-13 KRAFT FACED FIRST FLOOR PLAN - ELEV-A No o Ln N m W w Q r- O O _o aociLL-N m v ac d LU y 'Cc C �. N C t Q N C�� nV. : W Y W w a= Ewa 1° W d a 0 >` cu o c � 9= V) CL 1O o a w w wN �R0 r F 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 E 11-o co 8 0 „0 Z. �NNQ » LL Q C -.1 LL W U. u_ a _ 4 11 13 CO . . J Z - NZ ¢ k ILW Z N OU w W 1313 0 R Z N MpQ� J a z 8 ■ a) c9 fn lL 0w$ Ln me C,4 r=- in U w ' jo, U c • � o ffi z0 z -a E - R �• O E� N O UU - o<no oz ffz z N 16 t < z C C =mo Y FF Zz z a```3i 3 8 5 WU a � LL a mw nio z 1G W >� I0 CD pp YIQ a= U O > ce) O d 0 a� CID O C - C:) U) m N C LO ' (a N C:) O LO -� N N 00 E CV)c N z Z E CDW r cc a E a; U 0 a p c JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. 1.1 �.r L - 1 . r_'- 111 R'TF 1.. 1'tlT� 2x4 THRUST BLOCK io TOTAL RISE = 1 U-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS wl 3/4" NO: 36" H. CONT. GRASPABLE RAILING `- (3) 2x12 STRINGERS 3/4" PLYWOOD DECKING -2x6 LANDING 2x4 FRAMING 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING 3/4"PLYWOOD DECKING PRE-ENG FLOOR TRUSS I TREAD (TYP.) 1x RISERS (TYP.) r; 42" KNEE WALL WITH--, ix8 CAP & CASING OR 36" RAILING 2x4 THRUST BLOCK 4 3 r TYP. STAIR SECTION SCALE: 1/4" = V-0" lirway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. ;or height: riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the acent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Pad depth: s tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any ht of stairs shall not exceed the smallest by more than 3/8 inch. treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost ion of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 at any point within the clear width of the stair. 'he radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not lore than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the mallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. eveling of nosings shall not exceed 1/2 inch. landrails: landrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail eight measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less tan 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a Dint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be ?turned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. .rip -size: landrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. guards: wards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 Iches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. ;equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 Iches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the -eads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a phere 4 inches in diameter. Inder-stair protection: ,nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side rith 1/2-inch gypsum board. I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2xl; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC r io 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 3/4" PLYWOOD DECKING -2x6 LANDING 2x4 FRAMING .SIN CONT. HANDRAIL RETURN TO e-StE LL DETAIL NTS 25'-0" 2'4" 16-1" 6'-7" 2x4 #2 SPF STUDS @ 16" 1 O.C. TYP. @ 2nd FLOOR O OW O H1 D2 EXTERIOR WALLS B Tvp @ e 1/2 33 SH (2) 25-SH CORNERS D2 TEMP D2 EGRESS I DD. �4-SH Iiv ij n4'44' I 1668 w = I I B.F. = in 5'-6" 2 -4„ 4 li iv � WZZC10 BATH D2Iw- O Yk,_11, I g ",FLAT CL TILIFR/SH _ _ _ _ G.T. SIM. w/ (1) 48x42 - - - - iv MSTAM36 3 CES - -d� TB iv @BASE D2 SH 7-0" 2f --3'62%_ 12'-10" Sim. w/(1) TILE T _ I I ,( 36"x22" MSTAM36 f7 A. .F. I I I ATTIC @ BASE ai L_c_I __ ACCESS OWNER'S is VWV N 1 8'-0" F T CLG PET SUITE ' Tp I 2468 8'-0" FLAT CLG CARPET ;n N 4 4068 rn B.F. 00 s (0, ___ BEDROOM 2 N T _____ _ _ ---- R/SH 8'-0" FLAT CLG - CARPET 12'-2" LI. 4'-8" 4" 7'-6" 6 Mc = D2 rn C7 = q N rn O u, 5068 2668 42" H 1/2 WALL 1 16 B.F. OR RAILING PER 15 SPECS J 14 S6 ..------R/SH - - - - - N 1 13 �� U TYP. @ 2 to D2 STORY. SEE 12 J FOR o 00 TECH 11 O H1 STEMEMWALL CENTER ,°, OPT. 10 3'-3" 5'-7" 3'-4" L 5'-8" 3'4" 9 T-11" ILE TO H BAT 1 8 80 'A.F.F. 8'-0" FLAT C Cl) 1 L1 TILE 2868 7 6 ZD 3 N D2 2 3 4 5 SIM. w/ (1) 6�q> MSTAM36 �, @ BASE 00 D2 BEDROOM 3 4-SH N N SIM. w/ (1) 8'-0" FLAT CLG a, CARPET G.T. r MSTAM36 - - - - - - ( - _-_---_-_-_ @ BASE 11'-6" I G.T. _ - - - - - - - MSTAM36 OI a 100 v @BASE T BEDROOM 4 r3 3 I 8'-0" FLAT CLG D2 D2 r G.T. T i CARPET SIM. w/ (1) = MSTAM36 0 I @ BASE 1/2 33 SH m I � I 6 B H1 I N D2 I 25-SH 25-SH D2 EGRESS 22 D2 EGRES I M ; B H1 D1 0 H1 I L- - - - - - - - - - Z-10" 2'-10" 2'-11" 13'-6" 2'-11" 5'-8" 19'-4" I 25'-0" I I I I I I I I I I I I I I I I I I I I L-------------------------------------J 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 (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" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 GG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 251 S.H. 13 20 X 381 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62� S.H. 16 20X72 184X71' S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 1/4 X 38 3 26 x 37 3 S.H. 1 H4 27 1 X 50 1 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 J X 38 a 36 1 X 37 3/4 S.H. 24 37 J X 50 a 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1 /2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 S.H. 33 54 X 38 J 52 2 X 37 J S.H. 34 54 X 501 521 X 50 S.H. 35 54 X 63 52 1 X 62 S.H. 36 54X72 524X71 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. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL 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 era a N QA t-- ® ,o si > W s 0 otL aL� a C W V N --omat fi <Z -Q d.N 10 Y d aY C, 3 3 i Is o `o w N %``et�e�tilttrtrrr/���� W N �p.O •. �; G OV .' ROFESS\O �\ ). /✓'>,�,rr(rlr! I ! R I it\'h 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 seat is only for the structural tural engineering portions of the drawing pages bearing Engineer's signature and seal. E gc U 6 c: p =o �Q1 2 LL Lu Z -vCD M 0 a �Z 0 W@� L LO MZ d N O U W z z Q _ a 0 0 'L l■(U, r U W 0 w . U '® w .2 I U 01- N • see ti CO W Z zd o zo �� Q� Q O wo Z0 Z v t- f6 - O 10 xU ao 40 wo oU o aZ N a o KW .�., �o C Q yo m o gu Z J rm a� gZ 0 0 U W OL 'i 3 c as O LL ;� N W � �LL GIs a pr st i< U3 0 `O = > (� 1,..■ice W C o� Cr - O mCU N C L0 .� CU N N O 00 N Q � ,-- 41 M N o Z M Z V y T E O m a. E v ?3 U Q c _J JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. 1.2 EXTERIOR PLASTER 11/2 33 SH ON FRAME TEXTURE CEMENT FINISH O SCORED BANDS - 12 5� 12 5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 T.O.P. — —------------------ — — _ HDR. HGT. yo DECO FLASHING is 50 SHUTTER DETAIL 12 �5 ELF ;25SH 25 SH 2ND FIN. FLR. TOM _T._O. M. CED GAR /ENTRY HD R. HGT., :D TIOUS NI STUCC# ubd 16070 OVERHEAD DOOR : BANDS go o 00 io 00 is 1 FLR. _ I FRONT ELEVATION — ELEV—A SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 12 5 5 SCORED STUCCO BANDS r1 SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCf BAND b 1'-6" L DECO SHUTTER SCALE: 3/4" = V-0" ---- ------------------------------T..P ------------------------------------ HDR. -------------------------------------------------- ---- ----------------------------------- EXTERIOR PLASTER ON CJ CJ FRAME 25 SH ------------------------------------------- --------------------------- ----------------------- FLASHING� TEXTURED CEMENTITIOUS FINISH ON CMU 25 SH ------T-- CJ / WEEP 35 SH ---- — ---- _2ND F u _ _ T.O.M. ----------------------- / ENTF HDR. I SCORED STUCCO BANDS io _FIN. FI LEFT 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 Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7,1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" 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 appliedord shingle -fashion or in accance 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 e*a 0 ® C m W G -W := d � U_ O 'L L L O ar- O C1 C 10 6� N _-omx N cc O L N t Vf -040 R3 fV L u d o. .= w E � o a � L w Y ..ICY' � Vo . J �O': ••• 5F •. E S S tO 00 j�R OF l III To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 40 gE g $ � � 0 p; °°Lo � a �Np- 4& 1 I� .6' J , J LL W JLLLL a w z �C°� a t of 03 OC � co W 0) m fV IL 0 Z d N = OU y W o0 U V C z J a 13 U) z '° � G A(1)n W W p .0 U W g c/) c A o M �� W Z 0 o E: U W �° oa cc H 0 X� a� wi 0 �� Z C az <S W a: n7 C z Y ms 0 Z10 Z Z Vj 01 J 3 aw Z0 Obi T 3 ow w� W V 0 �~ fO V' Z1 0 = 0 0 12 a� >M O c� A 0 = ca O U) m N F - c LO O ' M 04 aO N •� N Q M to r E E M (� M N f CD d D E v U Q -� JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. 2.1 0 00 T.O.M. T.O.M. GAR./ EN' HDR. HG' FIN. FLR. EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4' OFFRIDGE VENT 12 5� �5 ME ---------------------- -- ■ 1 /2 33 SH CJ (2) 25 SH CJ / WEEP 35 SH HDR. HGT. - - _ 2ND FIN. FLR. TOM HDR FIN. REAR ELEVATION - ELEV-A SCALE: 1/4" = V-0" CnoCcsnn Aco OUTAnrY C nhnornn 1 Cn AO nCn :RIOR TER ON AE '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. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section 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. I 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 N O N C+r! o o W LLJ ci a °`LL. C 10 V CV - m eS=a 3 ?• a o m 0 a. r_ 0 �`\N��w�ttittrtrrrri ROW Nl Oz _Q 0. 41 IWL F;..••' '4 O F E S S,O ,•1�1f `` /111I1111 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 a cn$ 0 � � _ Lo 0 coN0 MM LL a1C fh tf �j J Q JLL Sz LL W tY CQ U. — W 0 0�. se Z Z� n 5 man LQ 0 � N � W 0 2 F­ S; 0 Z U) Z;Z Q L IL LW " OU8. Z ❑D C9 2 V Z N f7 Z n J _ d � 13 O u.r s U Iln J � 8 z . c o M W Z o U_ o zffi o >p ZO Q Q (9 U wLL z is �° oa QV Z o T U U ¢� a°Z H wz CV i wo °do ¢� Wg Y ro N C � UUx O mo Z ZCO J W m Q WZ f� N �w °o Z Z ao W U ?� N � Fr IIIIIII� o CD Jw << �0 �o 0 `0 2 M co C9 L CU >' O 0 i� W 0CU N LO ' (a N 0 C) •� N NO L0 Qcce) r E 04 o Z E ` 0 l4 C C JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR NEMA 1 150 AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC -� 150=2I0 200=4/0 in 2' Conduit 200 amp 150 amp UNDERGROUND lDis SERVICE BY POWER CO.—� INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 4 Bare Cu Ground 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. W.P. G.F.I. I � $3 � 4 $R O #P.C. CH PB SD CM USB 0 [TV] 2 0 IM WWI ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS 1.5" VTR lil I I -III 3" VTR I / I <� I I TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN SWITCH DISP( EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) I / i TELEPHONE (OPTIONAL) / TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR CROWAVE RANGE HOOD PER SPECS KITCHE REF_— UU I SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" A/C PAD GFI WP DISC. / B I � / I � �ENTR wP DB & GFI TO I GFI BE ALIGNED -- ----- VERTICALL DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS \ / PER SPECS FIRST FLOOR ELECTRICAL PLAN - ELEV-A 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 I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J SECOND FLOOR ELECTRICAL PLAN ELEV-A e•� ems: 0 N o i.� J Cn W O O W t u >_ C= 00 C l0 C.i N COiq - 2.. 9 Q lV Y _ Ca IO., nor C m e� i iv aa, a� y tZ A c E ca o , a. u N N 0 N 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 a 8 V C dim c oo 0 m rn �NO�� ih tJi J LL � totJi t'- a W o Z=c fFo o W 11 ZN IL LLW co Z� Zo M Z m rJ J 1- a OU Z tn p0 Z N at — o z z U1 N 'n V O 0 a—+ 'U 0 w N N c = (� CO r— rn W O J F— 2 $ ( .� c Q i-4 ee o W M zo Z LL- w� g� a iZ O v .j a 0 wo ccu _ $o U oa � U o¢ Z O E O CV � o az o az ww to � d L N C ¢ o FY m g ZLL Z - J �x ¢W MW �� Z az W �LL =1 00 6i � 5 a0 G °d zlw UU 3 0 C O to > C'7 O � c� Co 3 O O cr pa W m N ,,, c U') %%M. 4-1 O 72 rooe". c0 CV 0 O .� N N Q (0 LO r E d' M N o Z E 0 onT N c m a- U v Q O c JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. 3 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN, of by Upper SQ. IN. of of vented IN. ofSQ. ventilation. to INof SQ. INof Ventilators ventilation soffit ventilation tof vented d b d id prove . Ventilation . . Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-A SCALE: %4'=1'-0" N O N M c 0 O o co cu v > W Cj W c C 10 (_.) N •p m X N M O N ..a N L Vf y O J �. N cu •Obi V Q � co Cu a � E o a v 0 , P. • ,.,... `i U ^ : \140� OF •• FL '� ? ,V/1 ,�OFE S S I Ota��°°���� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential nth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 a o �$ o C3 r N r` W fn rgAr� � J LL Q NMv WLLLL LL W Z a 'a a m c � s mo W 'o�� °' OR W ILZ ILW °m w N° a� �^ N O U 00 ._ 013 C9cn z pNp Z v J d � n W 0 ti cn W o p V 0 N LLi o 01- W $ i I e Q - se W M O w� Q E ��� o� a E O ca uQQ=z= _a oa 0 OU O E N ao a Z wo W Z r� � CY m °� z � � J �NWyO 6 w >� � N d 3 od 5� W C-� wLL yk Nz S3 S25 v w z< °3 .N O 3: >M rn m m L Cal Or � O � .•1 = O m � N 4-0 C u') 0 -E .� co 04 0 O N04 .0 N 4 � •- M 04 o Z W Z v E O iri y— c a E U 3Q p JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. 4 .; •°; - ; #5 CONTINUOUS ,; , , , • ',_ REINF. SEE FND. FOR _ • °' \ °; ° ,' QUANTITY ' •' ' ' #5 X 25" X 25" CORNER ' '�°' '�°' ' '�°' °°° BAR ONE FOR EA. \'° v'° \-e ' °' ' ° ° 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 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON r-P111\1r%A T1e%LI r%1 A\1 CONTROL JOINT DETAIL 1 S-O" 12'-0„ if 1.1'-4" 1 V-8" _ T-5" 5'-2" _ T-5" 2-15" x 2'-6" x 1'-0" w/ (3) #5's E.W. TYP. @ L AC PAD PORCH S3 w V I INDICATES FILLED CIELL O I w/3000 PSI CONC. GIfOUT -?j ° FROM FTR. TO BEAM w/ (1) #5 0 o I 5' IU 6' ■ I REBAR VERT. ABOV SLAB. 00 00 -10" -10" 4" I TYPICAL @ALL PLA ES Fo I SHOWN. HOOKED F1 G I I 4 I DOWELS ENT ABOVE S AB GRADE 40 STEEL C.J. HVAC CHME E ■ — — 'PROVIDE 1 1/2" — — — — — 3 jll BASED ON I I IRECESS FOR SGD M LOCATION IREFER TO MASONS S3 0o I I I I I ■ i) ISCOPE FOR WIDTH. I � III ■ o p I o I I I I C.J. F 7 I ■ L- -J ?; I ss TYP. @ 0) C0 TWO 3,Y2" MIN. 3000psi CONC. I 3'-8YB" I 4'-1" I STORY `n I SLAB FOR HERNANDO COUNTY ONLY. 3Y" MIN �j 2500psi CONC. SLAB ■ I OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER — I I � IU U TYP GG JIL— C.J.'t I I IINro J V-011 7-3" ( O 9 I I ■ L — — — — PLUMBING GG STACK C.J. _ _ S3 10 2'-6" x 2-6" x"T-O" io 13'-1"1'-0" w/ (3) STUB UP #5's E.W. ( TO 2ND FLOOR FOR A/C trr I 11 I C = z0' S3 S3 I z �8 ■ ■ I I ■■ 9" 179" I �OW T4'-6" T-11" ' J I O z O z O- �12li ILL w O PROVIDE 1/2" X 9 Q I > J m rh ■ 1/2" RECESS FOR ¢ J MN co I -4" . FRONT DOOR 0 U 0 O `t I a TOP OF CONC./ PAVER TO IY a) t= O y I BE 4' BELOW FIN. FLR. w J z 0 c r M _ _ I W J I >w r ■ ■ �0 I I 2'-6" x 2'-6" x 11 All 4111 — — c C.J. — — co 1'-O" w/ (3) I #5's E.W. d S3 I I i o TYP. @ ■ ILU I ■ ENTRY I a. I o J I i (2) #5 VERTS w/in S3 (2) #5 VERTS Win I ilk HB vFILLFILLED CELL ED CELL — — — — — — — — — — — — — — — — — — c ih V-8" 16'-0" V-8" 5'-8" 19'4- &D co v TYP. @ SINGLE STORY o z 0 Q z D O z 0 Q z 0 L 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: Y4"=1'-0" en O M 02 _ 0 O --- LU a/ -o � W o L f� Co U d['� M = laws, -0 N A O •N -O N t N 61 O la Q N Y dW a E s = Ot V Q = co 3 •- a. d u aal �_ =o CU R N C C ea o aCj 0 FF E it 0 r tt�ist;;,�t1t�10\ 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. � E o m Q N N O �2 p GjM S J C J LL 0 52 W -�.1LLLL G Z vo a S «o W W 0 r- og O Z IL W � m w 04 MZ d Z N O U W lV 0 V Z � M Z o v J d � Z � LL LU OL. s N (= N � = s U J _J xu =CD Q • N pl o W CIO J o u a � i �¢ a° <0 z® 1[O —CL z x8 Z Q oa �O O O N ua wS < a ¢ L (d p m f O zCOC m J m <w s Fb o� Z 8 W r U as O u az N W ~¢ � J �I 18x J o co cj I R ZG U S' ` 0 0 = >M 0 rn m c� L d- Co o U) m N LO O .o I� N C:) •� N O LO N Q M ,— E c_' M 04 z° Z 0 E r l` o c a C U -j ai Q p JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS D2 0 60 O F_ Cl) Ln 13'-0" 2 D2 FT3GE 12'-0" O l� O @ 24" A O.C. MIN. ■ O r O J S6 JIM TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 1 FT7G FT6 V tz BRG. wA O O A L1 0 FT8G FT11 1 LL J FT13GE 7.4 S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL A (2) " � it r A TYP. U.N.O. dit i-i Maki I 00 35 22 A (2) FT9 21 CJ313 CJ1B FE 9 D1 7 D1 FG3 7 D1 m ■ co m U U 5'-0' ■ m ■ A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" 134t.it ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft WIND SPEED (ULTIMATE) 140.0 MPH IND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C WIND PRESSURE AND SUCTION (PSF) EFFECTIVE HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION I a=4ft [4:12]-[12:12] 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 1 -60.99 -60.99 1 -78.58 -t\ I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k (� 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: I (D SHINGLE: %B' EXP. 1 e%) or t%2' EXP. 1 (ems) I I TILE: 1%2" EXP. 1 (32/1s) I NOTE: I _ 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t �", SHEATHING SHALL BE FASTENED " L " L WITH ASTM F1667 RSRS-03 10d (2'/z" 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] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. C) CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH.1(26)10dx1-1/2" HTT5 5795 5/8" ANCH.1(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 100011080** - 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `Ar (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 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 1 12-1Od 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 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 80. 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 6-0" 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) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: A"=1'-0" era c� a N cro 4� a .a CMLU > W (L o 0 'OmK L 'v o N -0 d; 'a]C d c w c W 3 3 � m o � E a N U �O �k� 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 Cade - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rA E F o �B V co m ri�rL (M C J LL W lL. � LL 0_ Z L W °� a C o W Go "f. M Z Q F ILOU N = . . 0 W W 013 z � r z z C�d � 13 cn z -8 LL W � .0 o p O JIM L..sg �Ln C C4 N Al U c � Qco • m o M w IL E g10 oLL <F Za O f0 n' ~ Q z f o U ❑a V p�p 7 z E N �z i ° 1 a z �, � wg �W W • Q vJ C - C z .0 o mO ZZ >z z J �b zN 3 0� ZZ 58 W a� LL Nw C, v 5 c0i 3 o Q124 2 CM OOf m O co ca O C:) i� co U) m N c Ln N N O LO N Q CD c r E c M N Z ro Z E O m r° a E U _j Q p c JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. C( c 25' -011 51-61 I L 19' -q 1 I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 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 I [4:12]-[12:12] a=4ft AREA ROOF 1 2e I 2n I 2r 3 3e 3r I "> HIP -35.94 -49.57 -49.57 1 -49.57 10 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 1 -60.99 -78.58 --t-- --T- 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 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I �� r I 1 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 l I Q SHINGLE: 7/6" EXP. 1 (24/16) or1%2' EXP. 1 (ems) I I I I I I 1 TILE: 1%2' EXP. 1 (33/1s) I r I I I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V332", SHEATHING SHALL BE FASTENED I I J r i I I L. ") +1� _ WITH ASTM F1667 RSRS-0310d (2'Y2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]412:12] @ 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. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" R716A 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)10dx1-112" 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 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24)1 /4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (3 ) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Old x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12 -10d SPT24 1090 1 1 12 -10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 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 j (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 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—A eh N O N Cn C o W W LL- ci as a �LL.a ee o y� -d N L 6 r N Y 4W a>' o- U«Q 3 Iti m a> .o $j as N 4'a c E .o 0 C2 \�\\``o�tttttiNtttNO��ri�, SRO wN 1��`'�. DNS ••• "•• A 51.00 ` �vr•�G U OF Lb Q" 00 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineers signature and seal. W E $ 8. m S 0 -- cc co N O di m , R J LL LL a J W Z -ern ohe c .i ca 0 W W oo�11 C, NZ a LLz-&0 = N OU W Cp 0 i3 Z N Z Z n Q a � N N ``Z^^ SC V O LL �4-J LU 0 W 8 N � m U I.I.A J x�® U C • m N C1 o w z M o1 J E zc oo a • IN U —C �o U �a wo � s z �O E N ID t i wo aZ �� w. N c C U Z H Cn J Nm <b QW � _ of z av W a U �� rf �o .W =K �— 'z` w 3 �5 �O co w� �_ aF 2 O i >M Ol t0 C:)O < Cr C)� U) m N c IUD 0 7 ~ ca N O N 04 O L.n Q � L0 E M N � Z M Z C tl! T E 10N co a E v °0 ¢ o JOB NO: 22-12353 SCALE : AS NOTED SHEET N0. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (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 ;P;; Jr;; ',; , •, ." FORM 8 GROUT SOLID 8F8-1B/1T 8F8-OB/1T 8RF6-0B/1T p J 10 M'o IM o BAR CONT. r", 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1TgF12_1g/1T5 ®"V"LINTEL DETAIL _3 cTr. IA-Im ra_A7 'M SCALE = N.T.S. 0 ONE 0 0 M IN M.000 MEN TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Lu 8F16- B/1T 2 ,6 Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT e d Ad A a -#5 REBAR MIN. (1) REQ'D ALTERNATE POWERS �1E' STEEL LINTEL M.U. #5 REBAR AT TOP MIN. (1) REQ'D Q 1-1/2" CLEAR a e a GROUT n �O m ¢� • 5 REBAR AT BOTTOM OF = - U)) w " L 2 i LU LINTEL CAVITY Lu v o rn � o OTTOM uJ o ¢ ci O Z REINFORCING PROVIDED IN LINTEL =¢ ¢ 17 c Z p w R 7-518"ACTUAL ' N MINAL WIDTH (VARIES) ran si A AS INDICATED MATERIALS �-16 GAUGE POWERS iic precasiiImals = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8' to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 1. Refer to manufacturer's specifications for installation. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer manufacturer's specifications. 3. If lintell is scratched or damaged refer to Powers Steel for repair. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel planidetails for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementibuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y"x1 J" TAPCONS OR TITENS "CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN I I TNVALL IW°J 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" O 8'-0" LL 0 4'-6" LL 0 4'-6" LL B MIN. 5'-8" LL O 1I T-0" LL E MIN. 17'-4" LL �0 5-10 LL LINTEI PLAN - ELEV-A SCALE: Y4'=1'-0" es C%4 0 d! C* 0 ca m =o LU C W_ LLB C Wit N _.omu w �+" a wo .. tl) N L o a, _ 3 co ya> JM .r •' co a� c E ro 0 a. u C� v.. 1N�`g3tittltlttitttrr U �Q a¢ O� -� a N FESS10 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 beadng Engineer's signature and seal. W (• a 8 0 ci _ N � c °° 0 °� Q dl N�'L5 J LL fN MLL v (fi J n J LL LL 2 Z � L i 9-9 o W orn (0 a, m IL ZN OU W 13 n 0 R V Z N Z m Z � t G kill � I In z .9 U 9 4-J N W � V OL. $ to c U ' w m � J � 8 I a c U) 0Q0 C w Cn �E O z � 0� E o�=® az w� z (6 O ra 20 U a°z �0 0� ww CV .0 4 ¢ I a_ ro C - o OY NO m 2 0 Zz z C%i J <� QW gZ d o1 z 50 a W Q wLL LL yW � o N �W '0. w =� �1 �__ dr � z °d 0 0O a = > cyi 3 CO O r• ^ a U) Uco 0 m N d M N O oN0 N to N Q M LC) T 6 E L` M N o Z Z r y r E O c D E v ?? U _ Q 0 1 c 3 JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL ( ) 0 L CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 21NCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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. AC1530-16, 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 77H 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 A6151 A615M-12 MIN, GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-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 Y" Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 APPLICATION SHALL BE APA RATE STRUCTURAL S RATED U SHEATHING 15/32' EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. 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 = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 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 T-0" away from the building side walls. 3. Irrigation/sRnnkl@r systems includin all risers and spray heads shall not be installed whin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf ll occurs before vapor retarder placement, retreatment Is require 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior soiltreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalis. 11. FBC-R R318,1.6 - AQ exterior verti I chemi I bamer must be install,?d after construction Is compete, including �(andscap�ng and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material, BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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 R MI O CROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. eh !V 0 CV ch -o • ® >- W W ci a r o c r0 f� N - m �+- a H fu O N r� CV t N m p 1p m Ems.. c a A eod� > CC 2 N G.0 = E � e o. w `o ' �` Q' ,r'� c �'•• 4L Q -i = C) �0 � ( A. S OF-SS10 \\ 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. 0* F 8 Loti N c 0 'ICc m H in640� M a) M V' M LL Q J LL W JLLu- w LL 0 Z C0 a g o cc ci 04 Z Cl)Z Q F J LL I,z N V OU ZCD W O ❑ (D z N '- z E z� N A4-J LL G v, Q) U o I 0 c L=Lj C) = ¢ • N � I� C:,W M yJ Z Il zo 6 i 62 g 0 C L 0 fC0 z® UO zoagz C N @ X U � U 1 W .�-. i ao w� mo ru 5 C _ C ZZZZz Jy �� y '0 Z, z J wmo b iW 2 So W cCL 3 3 ' o S� 1 ,- p H z; as 5 p C.0 ax 0 �O = > M O m m M 0 L C)C) <C U) m N C Lo 0 72 � � N O oN0 N LO N Q M r ui E E _-- � M N z° Z iA T E O m m a o :? c� � a o c � JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING E ............................x 4.':......_. ......t ° ,......I..........L `L 16GAx1-1�2" LONG (3/4"-1" CROWN) S:':':::: l::::::......::::: STAPLES @ 6" O.C. VERT BETWEEN h1,dJC....'.'......' „ n_ n I':'.'.':.':'.'.':.':..... 16GAx1-1/2 LONG (3/4 1 STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) VA METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" 9 - STUB -OUT FOR 1'-0" 0 9 GAS METER O 10 o � U O }- 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. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4' (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (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 Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" orp nee wood panels Two 3/4" wood panels or 2 x _ 1-1 /8" or two 1/2" 6000s 1.8/1.7 wry panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap --, FILL CELL STD. 900 HOOK BOND BEAM 11 ot�i� 11 cn w CONT. #5 a STD.90° BAR > HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. Small 2„ } gap „ max. � 4 max. 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. 2" min- 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stalking walls over squash=20 blocks and require additional consideration. Check wall or beam below' local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --t DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q�'/ Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) bee A 1Y" ROUND HOLE MAY bee 6ee DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 4—� Use 10dx3" mils at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 8 11,-0°' V-1" 1' Z' 1' 2" V-3' 1-3" 1'-T' 1'-11" 2-4' 2-9' 32" 3T' Any 16' joist 12 1'-0" 1'-i" 1' Z' 1-2" 1'Z• 3 T' 42"' 4-CX 6-4' --_Span Alt)------ 16 I -a' 1'-I" 1e Z' 1-2" 1' T' 2'-6- 3'-2 3-10" 4-9" 5' 7" 6-4' T 2' 20 V-a' V-1" 1e2" V-7' 2-17' 3'L " 4'-0 4-10" 6-11" 6-11" 7-11" — -- -- 24 i'-0" 1'-1" 1'Z' 1'-3" 7-5, 37" 4'-9f' 6-10" T 2" 9-4* 9-6' 101-T NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN, 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End I Intermediate ® BCI 5000s 9-1/2" 11-7/8" 2-8d 2-8d 1 2-8d 3-8d 14" 2-8d 5- 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® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 1- / " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 5/8"ll THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE IN TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION WN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR •• d .. FOUNDATION INFO STEM FOUNDATION y - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-2" gap i Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements Joist ` o Tdepth t. i I -JOISTS BUCKETS N.T.S. GRADE v REINF. SEE PLAN L'-A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° ° (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION_- TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 'd rr e 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a e d: ° — e — — • . d I� SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION e PVC OR SCH40 SLEEVE r- PLUMBING G BIN LINE r a e. _ � a'e : e co \ e • Gw • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0 CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ea. e f ev L a a ;_a � etA a e T a SEE FND. PLN. SIZE & REINF. ers N o N` o ch G co r.e.r > = C= a _ CM W LL. c eoovN .: Ro N � •a a: '3 cc !° W 0)'C '� = o cc T A �o d 'aRO W y Iz U r1 •� s� �. L (,• •. ROrESSlON To the best of the Engineers knowledge, information and belief, the structural plans and spedficabons 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. H o p N QE v 0 L4M qp °ui N m - - fl) N r0 'ik LL a H. oLLU_ LL a r— g C W O - `; 0 co ' IL= 4T m w ¢� Z INN2 OU w W 00 z z 8 z a N z q C1 N � (D t0M LU my o a U O w s V) c w U• c � � �Q Co W Cl)Cn a Z � a a CE E ° 20 0 a2 Q ? W i Y I— M O XU �0 g� Z � E N ao n a . M C Zz= oY U wU a Doi Z Z ♦S to J a� 6 W fZ o o� �9 a � w W 20 C 74 °z< �3 L O >M O 9 m c� cu O O > 0 U) m � N�/� L / 1 0 -E t\ Tt to N C) .0 N O LO N Q � LO ,— Cl) N f o Z le E O N L c C a E U $? ¢ cc-4)+ JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) TYP') VARIES INSU 5/8" OR 1/2" HIGH - STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN _j 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 1Rri TOFNAII R T P. R FOR UNDERLAYMENT 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 I r I /-- 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 3 1/4"TAPCONS @ 24" O/C & ci HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH ``' MOISTURE BARRIER n ° - SHINGLE ROOF, SHINGLES TO e - BE IN ACCORDANCE w/ ASTM - - I -" 0° ' ' • _ D D7158-CLASS G or H, or ASTM D3161-CLASS F, IN °A 14I ACCORDANCE w/ TABLE I I I - R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8" 1 1 1 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 t1 NOTE:EXTEND WWF OR DECO FINISH 4" to 6" "FIBERMESH"W1.4XW1.4 BELOW GRADE Z 00 cM _ — P 00 6 MIL VAPOR > -_ - z_ BARRIER _ • - r COMP. SOIL. ° (COMPACTED TO 95% - - - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK SEE L4-1'-8" (2 STORY) DETAILU.N.O.) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z Ch a SEE A/S3 OR J/S6 "I T"tIN. FOR REINF. INFO. CLEARANCE 1' " (1 STOR ) / 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. _Ivy- *'F 7PF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O. OR Y' GYP. TYPE "X" BLOCKING 12" O.C. w/ 2 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH ) ( �° @ () (U.N.O.} (OR %" GYP. TYPE "X" GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES 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 7116" O.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 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHO 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONL 5/8"" x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO TH r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AN ' ELEV. Y-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NO ot A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS " z � 31/2" MIN. � 31/2" MIN. .ELEV. 4-31/2 2x4 CONT. - ° A.F.F. p ° ° O 4 1 gr, N - 1, ° . e 1/2"(min.)- 4" rt 41 z 00 ;� I GARAGE DEPTH VARIES 31/2"(min.)- 4" ° • _ (2) #5 CONT. GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL C� STEP 0 SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. COS,.. \y QCS @ / Y" E 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) R NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS D T x P.T. BOTTOM PLATE 6x6W1.4xW1.4 ;WWF OR FIBERMESH 1/2"(min.)-4" II 1'l1 ll�'ll Ill �� Fi � 8" TYPICAL �•■ WALL @ ■ �� SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1� M\�aNM�o s LOAD BEARING OR INSULATION PER FBC AND ENERGYJ EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR d #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'4" (R302.11) . 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 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 AOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR SPACED EVENLY FIBERMESH BAR a �� BOLTS 6 MAX FROM w/ (10)10d NAILS - r 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE TYP ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w o r ' GRADE �, _ �— " ° • #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e " FINISH GRADE 00 _z 25' MIN. LAP 30"MIN. LAP [ ] [GRADE 60 MIN. Fy= 60ksi] a ■ D MONO OR STEMWALL . FOOTING MONO SHOWN ✓V r - °O w _ _ ° ° FOR CLARITY ° 6 MIL VAPOR BARRIER e. ° _ _ - �' #5 REINFORCING BAR R 1 7/8" r" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 CQ C WWF OR FIBERMESH r, E 4 — T o r ° !--I I .• T X_ #5 LAP SPLICE (2) #5 CONT - [� I a NOTE: II_ -III = ni COMP. SOIL. COMPACTED TO ( e — *FOR BEARING WALL =1 (L (' I�=' - - W/ UPLIFT ONLY _ "=1 95% MODIFIED PROCTOR ASTM D1557) TTT • - Ili Ili I— -i I'III. „, —Ill Ili 4n 1-4 FRAME /n I I �i= 11-,=III II'I�I�II� Illil�,=ill , .11= III _i�l —III_ FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° ' ° �r GRADE 00 ° (1) #5 REBAR w/ OPT. I I SG EE,g I�ENCLOSURE TYPICAL THICKENED MIN. EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13" O.H.D. RECESS d N M a' • �' x 1 SEE A/S3 OR J/S6 1 , FOR REINF. INFO. 3" MIN, CLEARANCE V-4" (1 STC RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALM INTERIOR A. -3 1/2" �a. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e Do •E E - M 6 MIL VAPOR -_ BARRIER _ rrr 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 ARIE SEE PLAN 1 1/2" RECESS FOR VWV FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. = " " CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN ° •. . - TOP OF BEAM ° SEE ROOF PLAN c a °'. °. ° c ' A - -� (2) HTS20 FOR STRUCTURAL :- _� n j Aty . M C E BEAM SIZE &TU CONNECTION INFO 2x4 P.T. 1 2x4 #2 SYP P.T. FRAMING w/ PLATE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 81' O.S.B. o ATTACHED PER NAILING FOR REINF. INFO. OPTION #� _ w SCHEDULE a ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION ¢ > � w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. :� w COLUMN SIZE AND BASE s 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 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 ztz--.1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DRYWALL SCREWS"ATTACHMENTS EXTEND FILL CELLS c @ 8O,C. TO FOUNDATION PAD --INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w - SIZE VARIES PER PLAN M CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS 00 ? GRADE) E > FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 � w SIZE AND REINFORCEMENT) 0 �I-I I ° °• I I ;! I r Ch f� Uj 9 a w III III Z WWF OR FIBERMESH r � w w - !--, ° BRICK PAVERS or SLAB PER p o N = _I • •' • '• z ¢ ° e• � 0'-0" FIN. FLR. / COMMUNITY SPECS LL 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" ��S3 FOOTING -� —1U I-i BEYOND PAD REINFORCEMENT - 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 <V •�i CV. O C W mcc W +: S 9 a a • N ,., O 5 a d coil � E a. v ,• Q •• ' J Fi eCV / O J��'i� � �� dFESS10N►• 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 E 0 0 �' m j N Go ���:12 2 41 a � � L- w a Z a 4 W :3 cc W0 �' cp co w LO N O Q J K IL LL N OU Z W Cl 1:1 Z c`Q�•, M Z � g z O- an Z M �4-J (� w O w $ IN C N U � LJ.J J r— L z _ C) _ ¢ � -oil o MJ¢ w Z M LL. o �o moo >� ao EQ w �Wo - Z a E N 5< go `_ ao o� w Cn V2 6 � Z °, No �z W -) $o Qa IW LL rni =r J p Q � ui� w o a i� So3 O �O = > CO O rn �o CU cc O� O U) m N 4-0 Y ) ... 0 "D r .� Co N N O 00 N N M to r E Z w M 04 j O N T o Z = E �? 0- U a JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP') SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA, EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS C. 926 APPLY 3 LAYERS W/ 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d Ll TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS POINT w/ (3) 12d MIN. EXTENSION FROM DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER DOUBLE 2x TOP PLATE TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER RESISTIVE BARRIER� HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d FACE OF BLOCK WALL IS 21/4" NAILS AT EACH STUD /F CL DOOR OPENING DOOR OPENING DOOR OPENING -C� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED 2x BLOCKING @ EACH END W/ 10d @ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES II EDGES & 8" BLOCKING ( ) TO BLOCKING A WALL ❑ ❑ O/C FIELD (2) 2x HEADER WALL CLEAN -OUT PER PLAN SCALE: N.T.S. S4 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP Zx BOTTOM PLATE W/ (1)1 Od @ 8" 1 ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS vRARiE9 O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 10dxl 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE 2 X 6 MIN. FRAME MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. INKOBLOCK AT EA. STUD EMBEDMENT (MILN.) MAIN SPAN WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT--\ (SEE SCHEDULE) NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 DOUBLE 2x4 SPF #Z FOR CONCRETE PLACEMENT - - - --- --- 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)1 Od (3)1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +�+ , + STUD W/ (3)1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 wl (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE ��li�!�Itiil�l�l��l�!��i�■ _�jIng 11!I-'. NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE r > i� 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. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a a n E 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 C 16", TOE SIM 10d STL 2x6 FOF 10d O/C DO( CRI TYF 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. /GARAGE SPLICE NAILS TOTAL) EA. SIDE OF / DOOR 48,SPLICE STAGGERED J-BOLT TRACK BRACKET vvvn r nn�,n W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (1) (2) (1) LSTA30 4'- 9' (2) 3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN 1 S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. Op SIMPSON HTT4 TYP. Dp Dq U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 Od @ 8" O/C ATTACH ALL ' EXTERIOR STUDS W/ ( 816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. If A /8"x10"'J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC /�' / LINTELS `SP4 SP4 SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END W U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C, MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL / SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. 1&NUT OXIED A.T.R. 1&NUT JXIED A.T.R. 1 & NUT SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED Zo I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5l8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 1Od NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 11 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 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. M N O cV Q W > W ;= t o Li- U a r. E A�� m . -o x N C.- W 6 H O J Q r N 9C 3= w aw c ? r- L C J. J. 1� o 0 5' fY T A p d v 0 t�1��111111itt1l IJq���'/i Row `\�` U �0 . O Ire, s . •. O F L 0 F E S S %\N 10; \ /llllllttt 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. .4 E o S $ 5 CS co 10N/D� Q qk LL .6 -, LL C u- LL W Z CqtLLL uj ro��i W 0 Z ( T m Uj b N Z ZN OU 00 W pp z � z z N z C� C1 -J t'p Ll.i o a V d U Uj U � Q Cm OCN M W E ao E o cc '6X < U< -® oa W K D U z00 O as 1 p XZ K Z W = Z& • <W Ni 3 < g ZZ ao Nw W E "� X a CO �o z 0 o 3 as >M 0 T m a 1T O .-. Q' - ca C)� U) m N c L0 .0 `° N NO O N 00 N Q L r E �' �.} M z Z V E O y T N m m 0.v o a o JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX.9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, Z. I SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 45•± DETAIL 45a ± SEE STRUCTURAL 2"x4"CROSS BRACE NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)10d RIDGE FASTENED AT @ 8-0" 0/C. WEB LENGTH &NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ / EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE x & (2)10d TOE NAILS AT LEAST 90% OF WEB APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) l Od & (2)10d (NOT REQ'D WHEN /; AT LEAST 90% OF WEB EA. END @ 48" O.C. EACH JOINT w/ 3 1Od & SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS () (2)10d TOE NAILS @ EA. FROM LEDGER TO SHORTER) // GABLE TRUSS SILL 2x FRAME WALL SEE WALL 1/2" CDX PLYWOOD OR END BLOCKING SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING NAILS 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST " FIRST (4) ROWS OF (2) 16d ATTACHED w/ 1Od NAILS @ 1/2 CDX PLYWOOD OR 7/16 OSB SHEATHING ATTACHED NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" CORD ATTACHED W/ (2)16d TOENAILS END TYP. TOP & ���\ O.C. FIELD 1OdX3" @ 3" O/C w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD BOTTOM ATTACHED INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4'7 ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO A RIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOC IN 4" FA TRUSS & (4)1/4"AW SDS SCREWS TO PLATES AT 24" O.C. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS —� 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM MOISTURE B R @ PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2 l/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING • REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FORCn X-BRACING, AND TOP r " SEE STRUCTURAL CHORD BLOCKING � °° NOTSCHES AN NAILING INFORMATION OR SHEATHING DETAIL BACKNAIL 1 1 1/ 6d NAILS • WOOD TRUSSES � 2"x4" CROSS BRACE APPROX. 8" FROM •2x4 RAT RUN BRACING RIDGE FASTENED3AT AT 24" O.C. ON TOP OF EACH JOINT W/ BOTT. CHORD FOR 4 10d & (2)1 Od TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS L CKIN 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C 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 mnenr- ne eunIerr cno or v1 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 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/ 1Od NAILS @ 6" O.C. 177 O.C. FIELD JACK TRUSS SEE PLAN FOR OF THE LAST LAWNA I Ivly t��^�� ^� �� ��••�• � �� � �-� � � i 2x4 7" ON TOP OF PANEL—j I L1;T EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH L 2x4 BLOCKING W/ 1063" @ 4" O/C (2)12d TOENAILS [E- NON - LOAD BEARING LOCATIONrD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION rg SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. SrJ SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ GABLE END BRACING DETAIL TOENAIL i (2)16d NA 12" ;SH SCHEDULE ATTACHMENT t SYP BLK'G @ 16" O.0 i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S'S MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `-MINIMUM (2)16d PER JOINT \—MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA w/ (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 LOCATIO (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"4" (U.N.O.) "L" BRACE 24" 010" - T-0" 3'-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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU 0 a Y CORNER JACK a W z 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. mill lolh III g� NOTE: /-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 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) 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 > 4J 0-06 t o C '�O co K A O a- y d O 1O d s 5 - do_Q cc c31 7g e cc a; 0 a� 11tt gFR� W ff ,� N S •i 1 ` tl ••• �•••. F I-O.•� 0 To the best of the Engineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 1- E cog V o N s� W C N I� L2 fh C) 25s % re G 4 In J 5 LL W � U.LL SS W D_ Z — O m c� a o W 0 �Nc_O ILW W I. m W Co N N Z d J Z OU U y W pp z � � Q J a N z .B C1 (j 1 J.9 0 W g V,Co ry �N .3 ' U W _oo> N w QCD O �W M Z z p U_ zo 3� >9 E® Q 0 E N <= O V W� U p U 0.� z O N° i p 0 <o dp ¢z co o m0 Z, ZF c J YV o a • < W Z z v7 g �p W 3 3 ;0 y� Nw 23 O �a p yo co°zla� ¢Tw : C 0Le 2 j CO '•� 0 d rn m m C9 ^, L Co O Qca Cr Co m 0 'a n .� cc N N N O L�n Q M �_ co T' E � M 04 z° W Z E O i6 f CA `° a E U J N Q O C J JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. S5 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER ( TO PRODUCT 1x4 1/2"DRYWALL TO PRODUCT APPROVAL FOR CONN. P T. �� TO PRODUCT APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. ;� 1 X 4 j 1x4 P.T. 3/16"0 X 3" LONG ' FURRING 2 ROWS 3/16" x 3-112" ( ) � FURRING 3-1/4" LONG X 3/16"0 %; FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4° 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1x4PT &1x8PT 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS " �� 3 DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. i %%/ % 2x8 P.T. w/ 2 ROWS 3/16" - O x 3-1/2 TAPCON @ 16"1 ' x4 (2) ROWS 3/16 x 3-1/2 /; ;� TAPCON @ 16" O.C. & O.C. & 4" FROM EACH END MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. w/ 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" 0' .3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 11 2-0 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL _ 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_2 XINTO x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 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 DrAGONAL 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO K.) 2' 0" 8- 'V O BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. 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 BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REBd (TYP,) STD. 90' FILL SOLID HOOK 0 BOTH CELLS ti NOTCH WEB AT ±5^ FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--J TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. 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 .v:`'' REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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. 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" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER V-0" .e A' •p p' t. - GRADE g e N � M Z / P . e. (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY Of SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS A ` ♦ ' +1.. THE S ' 0 FILLED CELL INSTALLATION 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 (**) #5 REBAR (TYP,) ' _ `STD. 90" HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA • ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2X + + 4FNGTy + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR -- SEE LINTEL—� SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS CFF CHFFT M Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6 EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 1- - 2N BOT. PLATE W/ (2)1 Od @ 6" O.C. 314" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10 A 12" 0 C @FIRST COURSE w/ (4)1/41 1/2" SD SCREWS ` ♦ _ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK ♦ - r HRETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO iRSES UT FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' OVERHAN �1 . RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. '-0rr 5r-0rr 1 SCALE: N.T.S. ' ' #5 BAR p ` .• CENTERED W/ g ..:' go, 9 UrIN TOP o Z;a• P .' KNOCKOUT / iv F CHAIR BLOCK FOOT ING 00 GIs _ .•.• SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL :► • DIRT Z �• STANDARD o #5 BAR IN ° gaHOOK cad FILLED CELIt L , �s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )INTACT 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 SCALE: N.T.S. (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT SECTION SCALE: N.T.S. a+� N 0 N O c e' MLd 2f C W •t a V ¢R O U— �LLa N fC O c- N O <O d2_Q s 3 � add= �•y�d a, c o � N � o 0 /-, . '- E S S 10 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. dh W E ya%, co C N OrD 0 N O .04 µ aj M tt' C J LL W 13Z 13 JLLLL . a. m 4rn a x L W 19 W roc Z � r'Z d Zw o� W N z N to z z O__ _ z -9 � �N rp ry C o U re 0 w cn c m N ' U W J I _ . C, co W it M o Z a E aP z °0 I— CL °< �o gz Z o � N �° $= ,., 8 <o WZ w0 u; C = y U mo z oz Z Q W s, o U d MW W S 1213 Mj co M °3 �O M � 0, T c� O .-. d Cr - `� O � U) � N m d. - N O O -� � O Ln N Q Cn LO T E r co M CV z z E O c m E a; c c JOB NO : 22-12353 SCALE : AS NOTED SHEET NO. SS (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS F OOR + STUDS w/ 10d @ (2) - Zx SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS ©xxxxxx%Nx ADHESIVE TO �� 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER TOENAILS. °• SURFACE ® 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPEN NG LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON 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 MIND 2x #2 SPF STUDS END OF INSTALLED AT EA. END .• . .• . J CORRECT BLOCKING w/ (3) 12d EA. END "� E HEADER SEE Q/S4 FOR REQ'D JAMB — — — — — — — — — — — — — — � G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '° •°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE 2 () SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4 x2 TIE BEAM @ 8 o.c. FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH PROVIDE BLOCKING WINDOW JAMB TO FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) -10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENTr_j_--,NBLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR rTN HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. N"�jSCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 80-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED PLATE SEE PLAN OF CRIPPLES IOFWONGERNTHANT$ON u, oo a.o �7 P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24 O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d 1 SIMPSON LSTA30 w/ (22) 10 ( )FLUSH NAILS BENT OVER TOP PLATE HEADER w/ (2) 12 TOENAILS w/ THE IDE NAILS TO STUDS ABOVE & (11) 10d (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN = 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS G 2x HEADER INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR I I NAILING AREA (TYP.) I I HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER CONNECTION (2) SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN 3) 2x #2 SPF STUDS @ ( EXTERIOR HEADERS COL. SIZE I (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C �• H B C FLOOR SYSTEM O SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ 2) 12d TOENAILS T/B ( (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 1 1/2" (USE SP8 FOR 2x8 (2) 2 x #2 1 \WALL) @ 24" O.C. nEWALL OR BEAM WALL) AT EACH STUD AT HEADER / ` IF OPENING IS GREATER THAN 4, OR LVL GIRDER SOLID) SYP U.N.O. 1 JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK \ STUDS ARE w/IN WALL SYSTEM A.B. TOP PLATES OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS SEE PLAN FOR I I 2 x CONT. T & B ✓ BE SPACED W/IN 6" FROM OPENINGS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE I I AND MULTIPLE STUD PACKS UJ'2 x 4 #2 SPF STUDS g O INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE - - SIMPSON HTT4 w/ (18) - - 16d NAILS & 5/8" B 0 X HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ 2 2x TOP PLATE ( ) E F SEE PLAN 1 2x SILL PLATE W/ 2 12d TOENAILS. TYP F F () () 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND �� 2x CRIPPLES @ 16 O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT o• q. o a coy SEE FOUND. PLAN FOR FTG. REQ. 6" H� STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS I :• �;° . ;' • ' 1 TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • . • ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B • SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO SITUATISTUDS wON. CONNECT G.T. TO / (2) SIMPSON TS20 w/ MATCH JACK ATTACHED PER NAILING SCHEDULE (24) 10d x 1 1/2" NAILS AT TOP AND AND EXTERIOR HEADER CONN. @ 2nd FLOOR BELOW BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6STUDS 2 STORY COL. a� GIRDERr_7 (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. .; a 4 LONG NO STRAPS ARE REQ'D) ° 0 i 7 ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE IS (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER USED OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL USE SP8 FOR 2x8 WALL 24" O.C. ) °� PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS 2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'4- WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" O/ A XTF CqT Np 2x CRIPPLES @ 16" O.C. END OF HEADER. SEE W/ 12d F482x�I' 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB Q (1) 2x SILL PLATE (2) TOENAILS. OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING A (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 IS GREATER THAN 4 FEET �� LS30 w/ (6) 10d x 1 1/2 EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOPAe 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,;: W/ (2) 1C NAILS NAILED TO STUD PACK r" FLOOR DECK FLOOR DECK 2x4 BEYOND @ DOUBLE W/ 10d NAILS @ 8"o.c. �11 AGAINST 2x8 01 2x8 TOP `. FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aC� 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. c c� Cn 0 C 0 W >u Li. CL o a� o <O C- N CO �LLa as E c a 3 L �.d w d to H C a ro C \\�11t111i1111/[ I� Rp W o F L O �r .•zr 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 F Lo O M ai Cn N r0 '�2' 4 I n ik LL C7 � 5 _l J LL w J LL LL (L W��pjOf C� m w Cl)Z N z W z z � z Q N z U_ a ri, N N = •3 w t c Q Y �01 N o co w Z Cl) LL E Z oz5 w� � �� f �o a a E 0 _ w QQ� z® oa 00 oz Z boy E N do <z wg <z az Xffi w �o (n C pY mo o Zr Z N J c �Z Z S W d U o< LL �o a gw IG Cz yLL ~3 o w� s� za o~- a� >M Om lot CU CrCU -- O U) .2 N c Lid ..� O -E (o N O N N O 00 LO Q M � �— E c N o z co E O 04 a U _j r= JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. D2 r r, 1". 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 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME 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 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure I resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape FOLD UP WEATHER 1144 RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -­� OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL . • Y1 COMPATIBILITY • • • I SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SINGLE JOIST NAILING FLANGE - ----- ---- WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING I (SEE DETAIL WP07) S SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER IJMS 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 //-- DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING N EXTERIOR DOOR WITH DECK ;�- DOUBLE JOIST WOOD BEAM BELOW SELF-ADHER - SELF -ADHERED SELF-ADHEREii FLASHING FLASHING SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK PER THE FBC RESIDENTIAL 7TH EDITION (2020) 1'4" PER PLAN Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the 1'-0" PER PLAN numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU E SLOPE Ju 2. Install flashing and weather resistive barrier to form water shedding laps ° 4" OR 8" CMU - ° e ° 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts a 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" ` Minimum) SLOPED MUD BED ° ° 6. Fold as shown by arrows 8 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary SLOPE ° ° ° ° a a a a a � a , SHOWER SCAT SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST 8 2 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied _ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 'I R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over LL wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade O 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 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD 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 VNNDOW 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, ` �`• (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 POSE EXTEND A MINIMUM 6" RELDH SVEASs OWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD 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 > 2 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 manufacturers 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 <> 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. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 13 10L 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. 1 -7 4.4.Continuously above all projecting wood trim. :LF-ADHERED FLASHING ,TCH HERED FLASHING 2 14 5 1 a a Lu UJ PLASTER STOP 7� _ U) CONTINUOUS BACKER W ROD & SEALANT W U = W D: a W �° A U) F 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 .ia THIS NATU DO Ni �- DRIP ACCE SOFFIT/CANTILEVER 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in qutters. Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS L� FRAMING SHEATHING ANE WRB WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance Felt backed metal lathe in accordance Building Paper - ..� •• sheathing Metal Flashing Weep Screed Installed As Per Specs. Maintain Bottom . --. Screed to Above '•• Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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 N N C" C= C0LAJ c 0 W y O a. o cc CIO LA- a �- 'y a .. :3, d d d o CC v 3 i N R T sa=.o a o A o. u w 0 CV Ln 0 N 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 potions of the drawing pages bearing Engineer's signature and seal. a LU .� o S$ = O N W � 0 , N 2 di -�;l2 R' 04 CD LL Q y- � -� W tL u o. W WW2 0�t W 83pj°' m w Z LLto - M Z 6 J Z N OU � 0 W ❑❑ z � 8 z o v J a � QU) N - N z U � � 4-+ (10 w a U Ow C «_ U w _ E I C _ • s� Z M w o� zOR Q f E a 0i �0 �® ❑n Z�� � N wag so oZ az ra `j C C 0. NO o Z00 Z �i N J a 6 QW �Z � Ww az IIIIIIIIII� p O y LL Z wa �Z a `tea' icv3 0 C)c 'M O c� L d- �O ca O .-. Cr � o O a U)0 co 4-1 N O .� N O LO N Q CD LO r E c �' M N Z Z E O T N 'a o U _J ?: Q 0 _J JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. WP1 L1-1I - I mt I tq1. 1 Mounting Brackets (10 Gal l 41l2ex+lf2'x2-1r � Sack Cross StlppClrt (May be cut to W) Sire Anchor Schedule IRight Bracket (16 Gauge) 112" Dial A325 (Typ.) ii14 Sal Oilling �'✓ SCreWS AK unit Bottom Edge Murrtcarie Swap (Typical: 3 in front) Washers Front Cross Support Self-i ock ft Nuts (May be cut to W) LeftBracket (16Gauge) 0145elf-Dr{IingScremThruBrackets, a Back Cross Support into A/C Unlit Sotmm Side (Typical: 3 each side for hurricane use) -*.f`ic ei.. aaesesa"ons arc-pamirW till ezkRemoval Am 111hat- tBa a er t3e is &VAA& Open teyrec Florida Department of Business & Professional Regulation Page i tit Building Codes and Standards 17115=1 PrinductApproval Application Detail raft is ambor 29k JW2 Dm Partial gtd MIKE Viral AbnL mrw contact AndiwersUcsros yaadehdBy Yatls" $OIDlged FACApprowal dgda'g3ft9 Alas& AfBntrtlwi 210 Smed Vent Products Inc, Wned Grohs. Hermes F. Nmro P.E. Late Barden P.E. 12M812020 12`160020 1212&2020 Approved ceadial Buudual Comanonla (BT7)441-0368 PE-73775 (334)3W-1800 816i84geIle Radice htbduc4d a6a Rssultaf IMo@ertedwnl.com Ness Tach-bay Compliance Method E.U.1 n Report from a Fields ReydsrodArdtaeet era Ueanaed Florida FYofeaelanr Engineer tiles Et o GwOmAnuum Aaorowdli"Ust Acarvil I,KVl far ills - 1now - -posim.-` assistant $It.la 1 ame"Nnn Mala1540-SIO Doal PUnction Reed.nd VmWeaon Vent 12W/2X3 Yea Yes NIA lob/-100 2 SmmtVVmt Mcda14IM6 051I Wei Function Floodand Ventltetln Vert 1201A023 Yes Yen 1 .100f 100 3 SnartVal Modo1P1540.520 hbOWed Flood Yem i2131g02,3 Yes Yee NIA •100F100 4 9nedVeM ModelIM540-521 )rushed Flood Vitt 12/31/2023 Y. Yes NA 1100f100 5 SmadVad Model 911141 teaqud: Garage Dear Food Vent 12f3irAM Yes Yes NIA WA 6 Smonbm Model s1540.570 YJood WOO laeulatedFloci Yent 12J3t2023 Yes Yes NM �100PID0 7 amadVentMods:#1640-574 14.5fil Garage Dos Flood Vent 12f311202b Yet Yea NA Ni Florida Department of Business & Professional Regulation Building Cozies and Standards Product Approval Application Detail Pear 1 d1 1114,2021 Florida Department of Business & Professional Regulation page 2 at Building Codes and Standards lrnrtOn Product Approval Application Detail Entity at 20 20 Type Version MCRuhcturs contact E & License velldeied ev Val ad $u6m ffetl I Acoroyed San- Fiial 2020 Thermll Corporation Sena Jaaparaon Lyndon Fr Schmidt P:E Ryan J.Kin9,P.E. 04115r1D21 1MIR020 Q4222021 0508r2021 Appr-tl Category: Exterior Doors (88a) 843-782a PE-43400 (813) 787-8555 Subpateggry; Stinging Exterior Door Assemblies ejeaperaor�amrmtahu.eo Ccropllapice M4therd: Evaluation Reportfrom a m Florida Registered Architect ma Licensed Florida �aa•kl'iRzadeedi Professional Englreer EALE Produce Metlel. Numlfera Name Ouatntr Assural Cdlltraal EYelnaem Addrowdfer Uaa Aaaroyidlor Who In Ii OUt&We llas Hi Impect Resistant Hsi 1 a. 7harma-Tru'ber4lassic and SrcaWh-Star Nominal Sall i1quotImplictitclial Opaque imi2022 No Yea Yee WA Do Door (inawingvirtswrmg x eoralgura5op) 2 o. Theirml Flller-CTasrc and Smoom•SCr Nominal Wall quotlnpacl&gLwt Opaque 1213111D22 No Yes Yae WA Composite Edge Fiberglass Single Door with Weikel (IrlstwnplOubvJng; XO, OXm OXO configuretonst 3 d Therms Tru Fiber-Classid and SmoothSrar Nomrna168d1398 &quotlmpaa'Siquot Opaque 121d1/4022 NO Yee Yes WA Campoeae Edge Fi berglasa Double Door ninth or vfmout Sidell (Imwringroutswirg: )x or OXXO configurations) 4 d. Thermal Fiber -Classic and Smooth -Star Nominal=rz ,0 Opaque 127312022 No yes Yes WA b:ot;lnpaclequot Compete Edge Fiberglass Srgle Daor (InswrigRlutswag X aruagurstod) 5 - e. Themial Fiber-Cissslc and SmooNrSter Nominal 8&r13Si08quotiftpact&gUot I7paqua 13(912022 No Yes Yes WA 'Composite Edgs nwgtaasSrgle Door wqh Sidall (Irw,4r%9XA* Ang; x0, OX or OXO configurations) a f. Therms-Tru Fiber-anWo and Snawh-Star Nominal Will &quotlmpamaquot Opaque 121312t172 No Yes Yes WA CompoateEdge Fibxglasa Double Door mlith or v4moutSbelRes (Irm WDJbv4ng: XX.or OXXO corlNgurotioll 7 g. Thermal Fiber -Cowie and Smooth -Sour Nominal a&p39;& 8quctlmpact&quot; Glazed 12t311= No Yes Yale WA Composite Edge FiberglassSingleDoor (I n"rglOutiny ;Xconfiguratm). a h:. TheenlTru Fiber-Chol end Smmrth-$far Nominal 8&I8.8quellnpaef&quo) Glared 1213112022 No Yes Yes WA Composite Edge Fiberglass angle Door with Weikel Onsynngl0utsiwng; XO,OX m OXO configurations) 9 i. Thermal Fiber -Classic -arid Smooth -Star Nominal &&Nal,B i1quotlmpect&qu t; Glazed 12/9112022 No Yee Yes WA Compol Edge Fiberglass Double Door Wlh or vakhout Ssdelilanainaroutsmng )i OXXO configurations) 10 J. Thgrma-Tru Flbsr•Clessb ormtl 5mooth•Sar Nominal 88R39,D 8quotlmpa tOlend 12YJ112022 No Yes Yes WA Composrte F-dge Fberglase angle Dior ngle pnaWng/Oudawng, X ooriagumtiol 11 k Thermal Fiber -Classic and Smooth Star Nominal 88d13908,quotltpaCtIquot Glazed 121312022 No Yes Yale WA Composite Edge Fiberglass Single Door VA E9ddie(sl OnsAngl0utmvin9; XO, OXor OXO configundon12 I, Thermal Flaer-psesie and Smash) -Slat Nominal 881111 &quotinlpaet&quel Gland 121311p22 No Yea Yea WA Composite Edda Fiberglass Double Door with or vithout adefites OmNlingfOutemne;.XX or OXXO configurations) 13 In Therma•Tru F bet-Clasaic and Smooth -Star Nominal SSl &gUotinpmtaquot; Glazed Melded 1201=2 NO Yes Yee WA Open Composite Edge Fibeglees Single Door (Insvarg✓flulewarg, Xcanfiguratotil 14 n. Tharma.Tru Fiber -Classic and Smooth -Star Nominal r38J73g,8 8quotlnpactill qua ; Glazed Molded 121'91fJ0;.2 No Yea Yaz WA Open Composite Edge FRYegtasa Single Door Yl Glazed Moded Open SidelMe{a) (Ina4rglOuta4rrg; XO OX or OXO confguiabona) 15 0. Thermal Fiber-f gtalo and Smooth -Star Nominal still aquotlmpactSirl Glazed Molded 121312022 No Yea Yale NIA Open Composite Edge Rherglase Double Door v4th a without Glazed Molded Open 8del (Inswire/Outswngi XXor4)D(0 wrlfi9ulatimrs) 10 P. Themril Fiber-Caas a snd Smooth -Stir Nominal SSAl 8 &quotimpealequal Opaque 121312= No Yea Yale WA Compdate Edge Fiberglass Siyle Door with Molded Open Sidelite(s) OilsvrlrglOutsil XQ, OX or OXO confguranione) 17 q. Thermill Flbsr•Claaelo and Smooth -Star Nominal Stil ;8 &quotimpact&gtlot Opaque 1261/3022 No Yes Yes WA Composite EErrn�a Fiberglass Double Door with or wMrout GlezedMokled 07n.Sidelaes (In WrglOutawng; XX or OXXO configurations) Florida Departined of Business & Professional Regulation) Pagel dl Building Codes and Standards 115=1 Product Approval Application Detail Sias Enter or 919 2" dDate Pendmin1&ta mm version B4nura=4r Carl esireara ucema Vularsd By Yyldobd &Anmd PeenmraVd Amaral itatse ReMill 21129 PGTinduatbs Jena R-dd MamI-0.dvWC0•CER saerrwOSM SWO• VAL W192020 1Dr lii 11124rdi Apposed Category: Itil rDivers (941)486-0160 (7B6)31€2590 2.1tiCatsgo7• aiding b uill Door Aseembill InnanMapppidualr oac. COmpliancti Method: Ce Irve8n Mork a Leal ern - ... Q1rmrAsuraeee Approved fa Use Approvedfortl4a halglFt Amt P slue ModY. NerEer n lima NP1cq Se9agamFlaAratitalts In I Pa&t1rA t0sli Resistant Berthas 9 ar10.6570(LargeM 1 Very along Of. -Dora 041140021 Yea Yea Yet WA August 10, 2022 RRVODUCT APPROVAL SPECIFICATION SHEET c2 , As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the Information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp, Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NONAMPACT) FL20461.1 +67.0/-67,0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth-Star(IMPACT) FL20468 +67.0/-67,0 REf 12/31/2022 Themil Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/1 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 8X7) FL8248,3 +31.0/-35..0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16?!7) FL8248.10 +30,01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 FL8248,11 +34.4/-38,3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/1712027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0I-55.0 psf 2/16/2024 Pella Corporation Series 10120 FL11161 +30.0/--30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/3012025 Pella Corporation Series 10/20 FLL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NiA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FLAI5353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING Jaynes Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192,2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Solt FL15272.1 - FL15272.2 +75,0/-75.0 psf 12/31/2023 Alpha Aluminum, inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124,1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underia ment FL12328 NIA 6/29/2023 Piyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Oft Ridge Vents FL16918.1 - FL16918.4 NIA 9/9f2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NiA 12/31/2025 Boras Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTER A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NiA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates - FL7999.1 FL1999,4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527,5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Business& Professional Regulation Paget of Building Codes and Standards Ire"22 Product Approval Application Detail Srg9@ EauOLfu Htlta Hate Getetsntlin9 Hate T.M Version Mari Leacture conwEnolneer&License validated by VattdaEed Submitted FBCAoaFovu ADWoved Swill Rwel 2020 Therma-Tm Corporation SsJaaperson Lyndon F. Schmidt RE. Ryan) King i 07rZ,1 11 0711 07*94=0 IQMW.2020 Approved Cidelil : Exterior Doors {80tY; 843.7628 PE-43409 (813) 767.6555 - &ubCdellia : 94reup Exterior Door Assembles s)aspert�nQdrermaW.ao Compliance Method: Evauabon Report from a in Florida Registered Archlor a Licensed Fill �± 31Prorarg)� Professional Engineer Se t Product IA Number sir Name Product beacnodoe faaalib Aafu®nee �'gr bvoFxolmtiw AVOrovedfor Use Aaorcvedlar Dale In HVHZ Use outside Hil Rea roe 1 a. Therms-Tru Fiber -Classic and Smooth -Star Nominal stil 8 &quodmpact&quot Opaque 12J312022 Yee Yes Yee WA Composite Edge Fiberglass Single Door Vir"ng/Orkw n; Xoon8guraton) 2 to Thetmil Tru Fiber-Clalatia and Smooth -Star Nommal$8#39:8&glrbt impadt8 10paque 12131f2022 Yes Yes Yes WA Composite Edge Fiberglass angle Door with S tlelse(E) itheYiiratOutimil XO, OX or Ol(O "o"hau ations) a c. Therrril Ter Flier-Classlo and Smooth -Star Nomina18i9C19$ liquot;lmpact8quoi, Opaque 12/31f2022 Yes Yea Yes WA Composite Edge Filearglaes Double Door wtm or wmnout akwu s (Inwdng/outiol XX or OXXO cbnngulntioris) 4 a. Tramiel Fiber•Claaale end Smooth -Star Nominal E&IIal aquotgmpact&qual; Opaque 121312022 Yale Yea Yae WA Composite Edge Fiberglass Single Door OntAarglf)uawing- X configundicri) 5 e. Themn-Tru Filial bsacand Smooth -Star Nominal 8& 0 8qucOmpad&quok Opequ , 1 WIrmn Yes. Yes Yee WA C With .5dei� e�gttsweny0ufsninQ; XO, OX or OXO catdiBuratal 6 T. Thernil Fiber -Classic and Snick tar Nomina188e3g;0 ag 1nipact8.quak Opaque 121312022 Yale Yes Y� WA Compodte Edge Fiberglass Double Doorvdth or Wthout Sidelites (InawingtOutawing: XX or OXXO conRgwaliont) 7 g. Titania-Tru Flbe'•Clesslc and Smooth -Star Nominal 6&1f3g;a aqutatimpaa&quot Gland 17J3112022 Yes. Yes Yes WA Composite Edge Fiberglass Will Door OnsWrgnOut ill Xconfipuratidn) 8 h. Therm lu Fiber-Candic and Smooth-6br Nominal ti&Wl IlIquotimpact&quol Glazed 1202122 Yes Yes Yes WA Composite Edge Fiberglass Single Doar with Sdelite{9) (IrhswinglOubwrng; X0, OXor OXO tloMigura5ons) 9 i, Thermal Fibw-CbWr and Smooth -Star Nominal e& 39:0 &quotlmpact&quol Glazed 12012022 Yes Yes Yes WA Composite Edge Fiberglass Double Door will or Wthout sboflee (mismi outemni XX or OXXO conflgurallons) 10 is Thera a-Tru Flber-Clnde and Smooth -fir Nominal88N*,0 Aquot;lmpadtill Glazed 1?J312022 Yes Yes Yee WA Composite. Edge Fiberglass Single Door (InaanglOula irg- X coitfguration) 11 k Tharmil N Fiber -Cleat and SMOMh.Sler Nominal Slifti {0 8quatimpact&quct Glued 12r312022 Yes. Yes Yes WA Composite Edge Fiberglass Single Door sari Sidelre(s) on emwouts*rrg: XO' OX or OXO confguraflonsl 12 I. Thermal Fiber -Classic and. Smooth -Star Nominal 8&W.i9;08guctimpactl6 lGlazed 12/31r= Yes Yes Yes WA Compadte Edga Fiberglass Double Door with or wlMaut SaLalites (treAirlglOuttnwng; XX cr OXXO oDdourstons) 13 M. Thermal Fibw,Cktsbc and Srrioeth•Staar Nominal ea93g;8 SgUaCimpact&quat Opaque 12J312022 Yes Yras Yes WA Comp x ie Edge Fltegiess S ngle Door With &quol;NorFinmpephquot 9klelhe(al Is) ( Oor wrrf XQ,at 14 n. Thermal Fiber-Closek ar and noo51-Star Nm ne18 , 5 Squmpactilqual Opaque, 1?J3tf2022 Yes Yes Yee WA Composite Edge Fiberglass Double DoorvM &quolNcirimpad&quot: adel0.es(Inati elOubw ng; OXXO conflourstion) 15 o: Thermal Fltsr-Classioand Smooth -Sou, Nor l8&+ allSquotlmpact8quot: Opaque 12191f2(122 Yes. Yes Yes WA Composite Edge Fiberglass lass Single [loon wMh ammonar Flrrgad8quok.Sidelire(s) (Ierwng/Outswirg; XO, OX er OXO cotfiguradona) 16 it. Therma-TN Fiber -Classic and Smooth -Star Nominal 81144f3i aquotimpacMitur l Opaque 1 Z31f= Yes Yee Yes N/A CompositeEdgeFiberglass Double Door sl4m &quolNa Inpacl&quol; Sdelfl.. ( nemrstoutswing; OXXO configuration) 17 q. Therrna-Tru Fiber-Cbsab and Brrboth-Star Marl B&639;8 aquot;Non-ImpadBquot Opaque 12(112022 Yea Yaa No WA Composite Edge Fiberglass angle Door 0 swiuglOutaY+inO; X configunrsan) 15 r. Theme-Tnl Fiber-Clall find Smooth -Star Nominal 611111 &quotNon•ImpadBquot Opaque 121312Di2 Yes Yes No WA Composite Edge Fiberglass Single Door wilt S WtVA OrsiMnglOutelMng; XO. OX or OXO configurations) 19 s. Therma-Tru Fber-Classic and Smoosill NomlBal88,W89;8 &quotNon-lmpacMqucC Opaque 120112022 Yes Yes No WA Composite Edge Fiberglass Double Dew with or Wthout Metairie; (lr%iM hglOLftM g; XX Or OXXO coMlguralons) 20 t -T u Therms Fiber -Classic ad Smooth -Star Nom("I 8&li 9gwtNon4rhpaa&guct; Opaque 12131r= Yes Yes No WA Composite Edge Fiberglass Single Door (InswirWOulswing; X configuration) 21 u. Ttmerma-Tru Rher-Classic and Smooth -Star Nominal 8&MO aquotNon-Impad8quot Opaque 12131i2tl'22 Yes Yes No WA Compol Edge Fiberglass Single Door *0 3idelia(s} gnswingiOursnil X0, OX or OXO LonnauraLanal 22 v. Yhemm Tru Fifer-Clamieand,Siiroolh-Soon Ndmina188df9B;08q-ithil 'Inpari&quah, Opaque 12131rg= Yes Yes No NIA Composite Edge Fiberglass Double Door Win at without.3tlelites ptmvirlglOutsaing: )0(or 0000 configurations) 23 wit Thema-Tru Fiber -Classic and Smodh-Star Nominal 98ill 8quotNon- Impactki Gland 12J3112= Yae Yes No WA Comports Edge FibarglasaSitgle Door Onaw ngroutswrg; X oo figuratiol 24 k Themra•Tru Fiber•Classio and Smooth -Star Nominal OU39A IlquatNon-Irtpact&quot Glazed 121312022 Yes Yes No WA Composite Edge Fiber 1 Snga Door ill 5delie(a). 0' ng/0utswing; XO OX or OXO configurations) 25 y. Therml Fiber-Claauc and Smoott-gar Nominal 88p ;8 &gUot;Non-Impoct&qudl Glaxae 12d31/2022 Yam. Yes No WA Composite Sol Flttdglass Bubb Door with or Without adeltaB (InNifi g/Oubming; XX a OXKO confguNpons) 26 z. Therms Tru Fiber -Casale end SnmotMSYsr Nomins188J1�;08quotNan•irr'WerBqueT.Glazoo 1291202Z Yet Yes No WA Composite Edge Fiberglass Single Door pnswinglOutswi , Xoonfiguration) 27 zd. Therms-Tru Fbar-Classio and Smooth -Star Nominal 880031 &quotN+lmrli paul&quol Glated 121311= Yes Yes No WA Compoa" Edge Fiberglass angle Door win Sidellil (tnsviirgi0utswing; XO, OX or OXO corrhgumfions) 28 zb.Thermo-Tru Firer -Classic and SmooHl-Star Nominal Will riquotNmt-ImpectSit l Glazed 103100 Yes Yes No N/A Cgmporta Edge Fiberglass Double Door width or wi8noutBiaelites (Insimimgl0utswing;")i OXXO confguratons) Florida Department of Business & Professional Regulation Bulking Cocks and Standards Product Approval Application Detail Peas 1 d2 I&= sg9a Lh*v or gate DICK Date none n Do )lag Version istaidisam Sim EngineersLlraes Y g xwwm Atissitill fAGAmred Aspirants! IL" R."Als. 2020 MI Windows and Doors B em igtrnger Luis Roberto Lomas Steven M Uneh, PE 1t3d8I2020 109612020 10Jisw2020 12116=20 Agora d Categdly: EMel Dome 17171365.3300 PE-82514 (717)31r-8404 MCategery: SidngExtNlm Dos Asstlntales bslehger4gmMa.rom compliance Nomad Evaluation Report Tema Flakh Reysteretl Arahit�t m a Uearsad Florttlt Proemial Engineer Pta4a'4sa3rs.u...t�..u; swill Assurance AOOrow ifforuet ACWMd for the tGQ➢fd owm ;last Product Nolid. N mbor or rpme In Hill OUtdde HM Roobt tit( Prase 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12012024 No Yes N7 NIA 140Y46qud7[80#quot; NON -REINFORCED 2 SERIES 420 ALUMINUM Sao SERIES420ALUMINUMSCOOX.XO,XX 1201/2024 No Yet No WA 96&grd, ra0&quct, ROM -REINFORCED 3 SERIES 420ALUMINUM SW REINFORCED SERIES 420 ALUMINUM SGO REINFORCE00XO 123112C24 No Yee No WA 145.3/4AquotzBB&qud; 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420.ALUMINUMSf1D REINFORCED OX 12)MI2024 No Yes No WA XO, XX96equorA9"quot 5 SERIES 420ALUMINUM Sao RENFORCM 61420 ALUMINUM SOD REINFORCED XKK 1031121 No Yea No N/A 143aqud:x9S5qud; Florida Department of Business & Professional Regulation Par t ass: Building Codes and Standards 119Pt02i Product approval Application Detail r AA Aga! n4 F9CAmroW EAgkelt am) RWBW 21 Wart-Delut, a tPYelen cfOveshead Door Dwayne Kmtlsh John E. Scales Jarhey,P Amason. P.E. 10112r2420 0921r2020 1023r2020 12/1Ill APOrevil corporation IVO)783.8121 PE61737 (904)821.8200 CANOW. Ilekrbr Doors dkwnlshlgwayme-daill subcsragory:S cli Extakm Dow Aaternbliet ern Coaglence Nomad: Evtluatien Report "in a Florida Registered Architect or a Licensed Florida Professional Engineer Affarmml f$= A-ril ter Liu kama Dom Boa! Roduatmodel. Number orMemo ProductDNcdottdr InIll &jhkb.KVMZ J It Pleasure 3 SD00/81D0200 i1'1103 ill Me W t. 118439: M. hill Casting 121312023 No Yes Yes +51.W35.00 Available In tap.Inbmisdltle aedlicil 10 8000/8100/4200e1123 toll Max with. 141103a hlax freight. Olauing 12N12023 No Yea Yet -30.0043.50 Available In top m intemtedlre section. 11 80Wf8100420De1124 158413B MexvAdih. 148e39: Machelpht. Glazing 12131 al 23. No Yet Yes +34,401-36.30 milaMe In by or htsmedlate sedlen. Florida Department of Business & Pharisaical Regulation raga a1 Building Codes and Standards fit l Product Approval Application Detail Florida Department of Business & Professional Ragttktion Building Codes and Standards Product Approval Appllcatlon Detail Pape i d2 1&1 cede ri o1 Date };Igt_a Otis Pending: a" lltga version Mmnft,, cortat Ve&dAed6r Y .lam FaCApproval Aluoravedgyg(i ReNsldn ZD20 MI VAndoes, and Doors Brenta ill American Archdedtlral Ill M. Unch. PE 11n7M20 11/172020 1127/2020 ApproAld Category: Mandows 9717)38'J-3300 Menureotren A=Wlbn IIt?)317-a454 eiecau gassy: Small Muria hsillnpm(grN'ao.com cempllaros Named; Corded lan Mery or Using QuoI l.&s- Aagorial lmllall Aarratedfa.SH¢ Imaoti !gym §alit RatluoiModelwaresrorNate II casraMEmiraanors Illy 131abum Pam. 2 185 SFt 52t72 FlnlRnge Frame IGSG Si Rung 10 89=23 No Yet Na +601-60. Lerrt .W Glass -4a CD ll v 1L- o O . Ca V 'a � ale 1 • CD ro O cu O C O O LL_ .� C.O A0 C� ccnu 0 �W�a�ra i^� C L Q is._ C ) Q Q Z Z W J M o 0 d � W LU = O c o LL o1iN .a Mo 3FC = ti tl fC O i O ls9 � ,sir N 9�C f3f 3 cc s� t6 tY 4J W =o Vf 14' _ ld o 0. i W'1 CD Z CIO CIS O CL 0 Q LM. U O L. W CIO A.d..d F- O L W Q W z J Z Q _J^ CL SHEET NO. PA 1.0. ---- •tea. -- -11 u 11 1.1 _ r -.. i _ I - -_ _ 1717Fr11'11 'Intro. .T I..n r, nP -1 1 Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 6 of 1ORD22 2gill EMIBr or 21ft 20t Date Porldtm DO Bw YflQlan Manufacturer Contact Endin@ r & uceme validated By Ygggal( iiYhaggAa LBO Amroval Approve >�Y4 R-i.ion 2020 Therrro-Tau Carpora8on Steve.Jaspenon Lyndon F Schmidt P.E Rya J. King. P.E. 10007=1 owlarml 10I13UW 12115*021 Approved CAtegory; EKIWiOt Doors (800) 843-7828 PF-43400 (813) 7674555 auaCdegarY• Swinging Exterior Door Aseemblioe elaspenonothennahu.co OOmpllanelNoted E+mivafiohReport toma m Florida Registered AmhW or Licensed Florida Professional Engineer IPA Product ModM. Nuartaror Name Product Description Contract Expiration Agnroved for the AOpmwg Data In HVMZ Bar Dee Outsida NVNR IM ResMaM Pressure 1 a Themlo-Tnl FiberClassk and Smooth -Spur Nominal Ot 8 8graotNon-Irtpaa6quot Opaque 1251MM No Yes No WA Composite Edge Fiberglass Single Door (IneW ng/Oubwina: X confguraton) 2 b. Therme-Tru Mbe Cimlo and Smooth -Star Nominal8AMS 8quohNon-Impoct&quot Opaque 12/3+/NJ22 NO Yea No WA Composite Edge Fiberglass Single Dow with Sidelte(s) QnsvingJOutaW ng; XO, OX or OXO mnfiaurstana) 3 a Thwmo-Tin Fnsr.Clsuieand Smooth -Star Nominal 6101130;8 &que3tNon-in"aMqubt Opaque iW31/2022 No Yes No WA Fiberglass Composite Edge Double Door with or • ithout Ssfetiese(Inew;*Outwmftg; XX or OXXO canrouraaer%s) 4 d. Thema.Tru FiberClsuic and Smooth -Star Nominal 78a1960 SquotNon-Impact&cook Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door (InoWrW iDulsWng; X comlguratlon) 5 a Therme-Tru Fiber-Claeab and Sn%Odh-Star Nominal 76Jt3B;0&q%xztNon-Impaor&quot Opaque 1201/2022 No Yea No WA Composite Edge Fiberglass Single Door with S)dea1111 (InS+(nglOWIVA g; XD.. OX Or OXO corhflpurations) 6 t. Therma-Tru Flber-Classic anti Smooth -Star Nominal 5&#W;0 &quothion-Impeotilquot Opaque IZZU2022 No Yes No N/A Composite Edge Fiberglass Single Door iMsWnWOutawtg:Xoorlfownr n) 7 9. Themns Tru Fiber -Classic and &rrootl-Star Norman] Bali &quotNoo-lmpactSquoq Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass; Single Door rM Sidehe(s) (ImeningfOrdeWng; XA, OX or OXO configurations) 8 In. Tharma7ru Fiber-CWseic and Smooth -Star Nomnd 89M39;0 &quotNcn-ImpsctAquct; Opaque 12131r1022 No Yea No NIA Composite Edge Fiberglass Double Door Wth or Without l delAu (IMMAn loutsAang; XX or OxXO configuration) 9 i.Therms-Tru Fiber -Classic and Smooth -Star Nominal 811N39;8&quotNon-Imp;N;dquo1i. Glazed 12)3112022 No YON, No NIA Composite Edge Fiberglass single Door ansviinorOulswina; X configuration) i0 j. Tnerma.TW Fiber-Classicarld 5moctRSWr Nominal 5&#U;8&quotNOMmpad&quot Glazed 123112022 No Yea No NIA Composts Edge FlbwgUm Single Door wash Sdeft(e) (InaWnpJOrdulWng; XO, OX a OXO configurations) 11 k Thermo Tru Fiber -Classic and &motMSlar Nominal OSM A aquotNon-Impactlquot Glazed 12131 12022 No Yes No N/A Composite Edge F%berglass Double Door with or Wthort SldetMe (In ewi g/Outen+ng; XX or OXXO configurations) 12 LTherms-TW Fiber-Claeaioand Smooth -Star Nominal 7&M OiquotNorrimpad8gLLct Glazed 12J31r2= No Yea NO NIA. Composite Edge Fiberglass Single Boor orswingroubmwng; X cord'guration) 13 m. 7herma-Tau Fiber.Cloaalc and Smoothaar Nominal 78uli&quotNor-Impsckqu3 Glazed 1231I202'2 No Yes hie NIA Composite Edge Fiberglass Single Door with Sidelib(s) OnsWig/0utwing; )0, OX or OXO configurations) 14 n. ThemrTru Fleet-Clowftand Smooth.gar Nominal S&M39;0&quot talon-ImpYffiquot Glazed 12r31l2072 No Yes No NIA Composite Edge FlberVm Single Door PnM'rng/ortswing; X configuration) 15 o. Therms-Tiv Fiber-Ci ssic and Snwth-Star Normal 8&M;0&quotNon-imps t!i Glazed 12J31120Y2 No Yes No N/A Composite Edge Fiberglass Single Door with Sidelde(g) OnswrglOubwina: XO, OXor OXO mn9gursdons) 1B p. ThemrTru Flbw.Cbalc and Smooth -Star Nominal B&M39;0&qu"on•Impad%quo1; Glazed 12131r2022 No Yes NO NIA Composite Edge Fiberglass Double Door with or ,i trout Sidelites OnswirgJOutsrving; XX or OXXO wriffourations) 17 q. Tham ,,Tm Fiber-Clessiaand Smooth -Star Named 96M39:8 &quothlon-Imperdaqual; Opaque 1213112022 No Yea No N/A Composite Edge Fiberglass Single Door vith Transom (IneWrglOraawng; =confpuraton) 18 L Thorma-Tru Fiber -Classic and Smooth -Star Nominal 8&M3V,8 &quotNon-Im quck Opaque 12/31/2022 No Yea No NIA Composite Edo* Fibergle e, Single Door weer 9delite(a) and Transom (IrsswingJOulaWng; O/XO, Orox or O10X0 mMlguntions) 19 a Therms Tru Ficer0sasicand Smooth -Star Nominal 88";9416quotNon-Impecdequok Opaque 12r31112022 No Yee No WA Composite Edge Fiberglass Single Door with anwile(i) OnawingfoukWng; XO, OX or OXO Continuous Head and 911 oonagumban) 20 !Therms Tru Fiber-Clsaeic and Srrooth-SYr NerrJml9&M 'r,o &quotNon-Impacl&quuk. Opaque 1213112022 No Yes No WA Composite Edge Fiberglase Single Dow with Sidelbe(o) QnWnWOuWvkq; VD. OX or OXO Continuous Mead and Sill wrfipuntiorw) 21 u. ThemeN.Tru Flbr-Classic and Smoo(h-Star Nominal 6&1A98 &quothlon-Ipxl8quot Glazed 1213/r= No Yea No WA Composite Edge Fiberglass Shg)e Dow worth Sdellbi QnWnWOubawrg; XO, OX or OXO Continuous Head and 511 co guritiars) 22 v. Theme-Tru Fber-Clusicand Smooth -Star Nominal 8&IM:08quctNon4np z"at Glazed 12r3112D22 No Yin No NIA Composite Edge Fiberg We Single Dow with Side le(s) (InsvAnglOuleWng; XO, OX a OXO Continuous Heed and Sig corfiguratom) 23 w'nsnm-rru Fiber-Glasab and Smootrstar Nominal SiloftS 8qucthlon-Impactilqudt Opaque 12)W2032 No Yes No WA Composite Edge Fiberglass Door Panels wash Vented SWOWs) onaryiny0ulawig; X)C )= or XXXX cathgurations) 24 K Theme-Tru FbsrCaaewc and Srtpdh-Star Nominal BWWO &quotNon-InpaaBquot Opaque 1218112022 No Yes No WA Composite Edge F "Isse Door Panels vvM Vented SdNits(s) 0 nswingfOutswg; XX XXX a XXXX configurations) 25 y. Theme Tru FbrClasaleand SmootKaor Nominal 118,039;811,quctMdn-Impeo+&quot Glazed I213112= No Yea No WA Composite Edge Flargssa Door Panels vAll Venter! Sidel&e() OnawinglOute ving; XX XXX or XXXX configurations) 28 a Thama-Tin FberClassic and Smooth -Star Nominal 8&53D:0&quotNon-Impw4Quot Glared 12/311= NO Yes No WA Composite Edge FlOergless Door Panes vdh Vented Sidel&e(s) onswingtOratewhg; XX XXXor XXXX nonfguutbna) 27 aa. Therms-Tru Fiber-Oaedcand Si. mod Nominal 58AIes:8tquckNcn-lepactliquot Glazed 12131f2022 No Yea No WA Composite Edge Fiberglass Single Dow with 3&4*,D sc elie(s) onswinglOutsWrg; XO, OX a OXO mntigumtors) 2e zo. Therme-Tru Fiber-CnsYoand SmoothSter Nominal 6&PM;8&quctNon-lnmcMquot Glazed i7n112D22 No Yes No WA Composite Edge Fiberglass Double Door w9h 38M390 Sidelites OnswinWOutsvdng; 0)= owdiguraion) 29 xc ThsmrTru Fibw�Clawc and Smooth -Star Nominal 8801;O SquctNon-Impad&quot Glued 1201/2022 No Yea No WA Composite Edge Fiberglass Single Dow with 3&A39,D Sideli e(s) Omswagl0'tlsWng; XD, OX or OXO 30 zd. Therrne-Tnr Fiber-ClaedO and BmooM-Ssr exyh11, f Nomrri 88lcM39;08quoCHon-Impaw&quat Glazed 12/3112022 No Yes No N/A Composite Edge FlMrglses Double Door with 38039U Sideites (InsWng/Outewing; OXXO txmlguration) 31 za. Tnerma-Tru Fiber-Claufc and SmoothSar Nominal 7aM3iliquothlon-Impard1quct Shaker 1213112072 No Yea No NIA Swiss Composite Edge Glazed Fiberglass Single Door with a %fthoul 19M39:2 Sderb(s) Prswinglourssing; X OX XG or OXO Gwifgurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 115/2022 FLN6259-R31 ¢ode FBLGySL 2a eta Q P Status 7jLeg MIl1.411 Manufacturer Cotrtact Engineer sir Validated By Validated Submitted Pending. ARproved Approved Revision 2020 POLYGLASS USA Maury,Alpsrt. License John W. 10126DO20 IWDJ2020 FOC 12/15/2020 Cs"orjr Roofing S954233133OSmalpert@polyglass.com Robert Nieminen Knezervich, PE Ammud SubCalegofy: PE-591as (954)772-8224 11J01/2020 Undenayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FLfi62511i Engineer Products El91.L1 „for,(10 Product Mortal, t9unttar or Now Prvrdar Dmwlptlon 299 AgrAM11111411LUMjm111111112 iossign lSf! 1 PofyyassRoMUnderblyments Rootngundert;wents 1012113022 NO Yes WA 4WAI-M,5 1 Polygram ROM Unoef oymehts (HVHZ) Poryalass roof Und~fints for use In FRO 12J23ROZJ Yes No WA WA HVHZ jurlsdWBas. 2 Polygtass ROM UndeaaymenK(nw+VHZ) Polyglots rod underinmants,for use In 12/2WW3 No Yes WA +WAFOW FRO narHVHZ judedWdors. 1 Polyglass Ro& Underteyments(HVHZ) lass rod undenayments for use in FRO 12/23✓2023 Yes No WA WA HVKZ judadldiors. 2 Polygiass ROM Undedayments (nm+IVFW Porniass nod undenriments, for use h 12r232P23 No Yes WA +WAJ-VWi FRO ncrr+M4Z )uds"orn. 1 PoWass Roof Underialiments (HVHZ) Polliglass rod undedayments for use In FBC1212Y21 25 Yes No WA WA HVHZ jurisdictions. 2 Polyyass, Roof Vndellayments(non-HVHS)Pdyglass rod underlayments,foruse in 12r23+2023 NO Yes NIA 4WA1-622.5 FRO non.HVKZ jurisdictions. 1 PolyyassRoof Underlaymeris(HVHZ) P*%WssnWundMsymat" fause InFBC12?!23/1023 Yes No WA WA HVHZiJnsdiraas. 2 PolyglassRoof Unde"ents(nm-HYHZ) P*Wassroof undeNaymenM,lot use h 121`230= No Yes WA +WN-sw FBC non-HVHZ jurisdictions. Florida Department of Busirim & Professional Regulation Building Coda and Standards Product Approval Application Dealt Florida Department of Business & Professional Regulation Pop I Oil Building Codes and Standards +h m21 Product Approval Application Datall sglll be,cr art Bra Date Pending ale SMaa Vondw ginuhi m contact Iftellwar A Licensor VsitaYttAL Ytliraat &A)Mtted 21QAMMM Approvedelagn AMratfon BD20 PGTlnduesln Jens Rosenwald Meal-Oede SOCO-CER MMrtY-Dada 9COD-VAL IIIDBM20 lVD& 020 11n W020 Approvod C.UgW wndrras. (941)488-010D (780) 315.25" subcategory: Ono. Hung )ravw.M¢pJ'AndJwlsac Compliance Merhwf: Coruscation Mad% or "no Om IN mWbLLaMma Anemias U, aEEunmogLum Wig MOM Alit Lan .EC[allml2Mt In HVHZ mad• NThiL Massasoit 2 IONS500(Lage mad. mitred) Vyryt Yngle, Hung Wndaw 07130am Yea YON Y. WA Florida Department of Business & Professional Regulation Par I f t Building Codes and Standards IA21121 Product Approval Application Detail fora linift a: are are arl.BMdm no 3k= Yssl,ffi Illamil Fig, eerier amlats&Licenser ywided ar Validated khmW ?ASAmra•d eag@Ifa sheen /Va%rrd0 2D20 PGT Industries Jam Roaowet4 IAam4Dww RCco-CER Mlpmi.Da46 Seca: VAL 11:o5m20 4110SM20 11n4/2020 Aapremd ctbpmy: Wndews (941) 488-0100 " (786) 315.250 SuIsCdagory: Fired lrtsaans"pondusureao Carpuarea Mdhe4: C.N.M. lad or users om i{ - AMML&INUMAma,rMf Ur AmrauadforU.e knauL gWM Preduai Yobl. Mrararor Yoer limakid growled- consist Eakilreficin Cal, 55 PAr 5520 (targr Mbdb kk p.dt win Pi Wndow 0 Io.Y11a Ad�Z Y. MIA F1orNU Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 or 1 I&MI am aonlLa are Dal Do#lalaDit Do Pray yAosto assnareasum, gxut iarou ammo XdMI A ) dM" @eagle F8CA� healing titan Monte. 2920 MI Wridws and Doors Brtirtatlnew Amerian AmAloctUN Steven M Unch. PE 1a0110020 imen02(r 1WWA20 Apox-d OleW.. Whdhvs (717)30.3300 Mauacturra Amealatin (717)3Ir-a454 au4Cdap tin Hatonia1 Older bsangergmled.00m Compliance Method CraRcam Mel; or Llsalp asoumtook faYlKy Aasurrea Arnrowararuw. A=oved for Use IMDon Dalon Appa faWkUXONJIM&ffJLNIMSamrLAsabtlan SaltaC.ti7ntiig LM in wvwz aWaIgLt= Aar Pa- 1 Me 188 Fin and Flare. frame 73.92ln.kd d date 02MOD024 No Yes No •5/V-58 go& MUM Yddm !1 Reiman 2020 No Wndorea zed Dena calsymy: wh4ewv "catagr, r, Muam. Compliance Mednd Evaluam Report tan a Ft." 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Application Detail lordly or Att an ltatP/odln an 91011aL amigu LUk iddom L yews laws n LIGAmmad Anemias Ams Sent Shlager American Armtereunl She m Y Litton. PE 122/i020 11222020 41I2sw2o APProad (T17)385-3300 Menufacturas Assacb5m (7M 3174M4 brbhgerarrivi coin QUAWLAMWAM AGRM*dtuml ANKOaOSAU lmaa4 22dm Product QoOatioIbO Sdt.U[KLlMaM10RDYt in HV 1Z Outs** wm (yam $tsount 73 x 721nwlatad Doors. 04MM023 No Yee No .601-80 Florida Department of Business & Professional Repletion Building Codes and Standards Product Approval Application Detall Par I d t 1OVD21 tin Bolkt¢ art Bra 24LBM t R flit ma Version Manufacturer Carrier Enchm A Lionews Validated or Wall iifligigillf FRCAmrevd Approver am Alternation 2D20 PST Industries Jena Rosenwald Mlarn&tlade OCCO- CUR rAand-Oda B=D-VAL 11u05020 1IP=20 1In frZ20 Approed CSO Wier OnrWws (940481SOi00 (705)317.2590 8uhCaYgar-- Myallms trosdmWQpgdn4,aulee.e Comptia as Method! 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Revision 2020 Able. Nick Thrmpson Lyndon F. Schddi, P.E Ryan 1 Ring, P.E. 02PI512021 02/15=21 02227021 04413r2021 APpraed R4Ma1r1 2D20 GAF Allies.] Soon Raban N omwen Jmn W.%nNMm h, PE 0026020 09212020 101=02.0 12n6f2020 ADprwed Calsow.. Patel Walls (900543-83U PE•81082 (362)3972829 CWpay: Panel Wells (330)622.2389 PE-43409 (813) 787.BSSS Cd pay: means (600)706-34111 PiF-59166 (054) 772-0224 "CetoOpry: Yong chad.diardis6-hard sdrealaaam. Sloe nnempsanQafNde.eem subCdagmr Asphalt ah nglas mdlenewcom compliance Nedrolk E Iwrffi r Report tom a- CompltalaeMethod: Evaluation Repo" from a COmpilaree Malhod: Evdudlm Repo "in a Flod"e R.O.tencd Aro nict a a Lionad Frond. Fiords ltepgd.red*chh d or a Ucanad Florida, Florida Reglitered Architect or a lJonnsed Flodde Proteaknal engineer Prdea fowl Endnaer ProfauWotal Engineer GLOW Assurance Acer•wdfor We Awrendfa Use M= g Amrewd for Ur Amraved for as kum 2tim QuditAsu[ Amreved for Use Amrewd for Use tmgerL atom 6a • Product Model, Number or gma. ProductpacdcomSd�Y'j„i t IU,It1(fJj -ILM a� trlNgD. aw d Product M d L Number a tom. Produce,Oeeedanon contract expansion, sion, Data In MNIZ Q"d. M1M[ K6ddarY rxa ilia milmonR In KwZ outside HM Resistant t lemis, 1 Cmpleak Lee, Siding ilex-cementhpsiding 12rSWW Yes YON WA WA 1 a&qua2T&erot cola Vent or Sdid vhyt extra 1213102023 No Yes No WA 1 OAF Asphalt RW Shinpto Fbergas nclnfraed 34eb,smnated, 5•bb and 12011e0022 Ne Yes MIA WA 2 Hrd.Pknk Lap SdIrs fiber-amentlap.kfg i2012023 Y. Yee NIA WA 2 a d,MrctAfiaCe T4&quat: SOM Vent w Sow `%rnY+ SaR 17/312023 No Yea No WA hiptkge eNphen rhwptes 3 o.Squat:Greribrlor i/Intege Bosdod&#30: Soft Vent or solid VWSda 1X31r"3 No Yea No WA 4 d&WoDbIl cud; a." Vent or Sold Vk%yl Sofa 121312023 No Yea No WA 5 a. &quatchowler Dakaqunk RNht Venter Solid Vkryl Buhl 12/31)2023 No Yea No WA 9 f &quW;&upsr SPea&quot Spfd Vent a Scud Vsry1 Seta 121312023 No Yee No WA Flodda Department of Business & PMfeslonol Regulation pep.I on Florida Department of Business A Professional Regulation pop I NI Florida Department of Business & Professional Regulation psae 1 dl Building Codes and Standards 100=1 Bullring Codes and Standards f m= Building Codes and Standards Mv2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sadt lDObLa Alt Ate Cat PMCRW Att Sara alone w Au an tin parish oat Stria EnlbLa ado Bus !Cat, Pending art mm View- hillignorwitimer gmw i0r0Y[A U- Ya11Ybik Validated adtimgior f= Assigned ADWgWMd ■din Z= imilm Mosumb= CAdtud lmiouLLLWe Yaldd" Yantis momm LWJNRMK ARMUM son Tim V am M.nuftdurr C too awMw A Timm Validated By Veritable! aka Ida PSC AmmW .lap a ReWlan 2029 TAMKO Building Products LLC Kern Eder RobertNW Nw John W. Kne , t, PE 10142020 OW S,7020 i001212020 12P16=20 Appanad RWAOM 2020 L.V. Pro pfdn. Inc doe Thompua Aidkteeturd Tiny Christman Zad%W R. Pnea Stevan M Urith, PE Oa1712D211 091141 091=020 12n&2D29 Approved RaVdpn 2020 Flonds MOW Proeduda inc Clerk Jm.b James L Broker P.E.0 gown W Uroh. PE OWU2020 ow-WA20 100MO20 1211a2020 Approved Caesar. Rodha (411)624A60A PE59156 (254)772-6224 Mortals Comicny(TANCO) (B13)248-3438 P674021 g17)317404 calsow. Rowng (904)7831,4011 CRUCK Enpgna n; (717)317.8454 "Craws Urdmaymor&a kart_adMQlrrao.cam CIA"Wy: ROD" lonyg(apnaheoemg- eubCaaeaorr. Roving Accessed. thk. are On darkigiflam-,cam PE-31242 Compiler," Method EvaWaron.Repw tan a &OCWOFW. Rooting Acce ssalce that we an breast Pan *fine seeingayYem Floods Resistance AndlRM ors uonsed Flon M Compt Pad dine Flooding tiyNam C ion Report from a Prefeceknd Enpknx CerrlPlW" Mahon Evaluation Room mom a FIMdalRegistered Armuddor a Ucena d Florida FlMA. Registers architect ora Ucena d marld. Prdnskael Eno.- . Professional Eng"or ANNOM-rr9LVY AraWndset Use heat gdltlm Ancrrpd ter L%b Assrowdfor Use j� gift INA PaduetYadet.Numbsrlama [�,�bp 1&HVHZ SIt�aMvl1Z R W tad PJa- L9 ra1QMI AYe PreaualYpdd.la.ererP�pa $aim ice! aYlit� 1 � t TAMKO Rod Underlaynords(HVHZ) RecfundadWoont. for use n FRC HVH2 Og)292023 Yea No NM WA Aasi Io.LOgfi r tilsisi� ggYyn 3 3-FLAMCO &gled:RV lO RIdpe WN&qud: IWminum Rdp. Vide Dar pMehed rods YDrinted 171312024 No Yes No WA lunsdowns. 1 TAMC00caownevi 0ge Van with Base for Tie 26 pL daftroavarobfawelt battle oaWB2028 Yes YON NM WA from O,M' Mimi- 2 TAMKO Rod Undamynwhta(NON4INQ) Rd.ridedaymanl. for use h FSC nm-HVHZ DO2B/2023 Me YON INA WA 2 TAMCO Oaoson.drVeN 20 pA 09ABQOZB No Yes NIA +0652b 1Wsdidcoa. 3 TAMCO OIFRdge, Rod Vent With Balls. 28 pa. slabo rodvanuater wltn integrated balBe 08108 m Yea Yea MA WA 4 TAMCO Round Top 01ii Vent with Battle for T116 20 OL swo roofvmkedor whin bat 09fmwe Yee Yea NA WA Florida Department of Business a Professional Regulation peal di Florida Department of Business & Professional Regulation on. i ora Florida Department of Business & Professional Regulation P.O.1 .11 Building Coda and Standards +nrm2+ Building Codes and Standards m2m, Building Cadets and Standards 1M 022 Product Approval Appgcatlon Mall Product Approval Application Detaaa Product Approval Application Detail raft IrMy or am A& DabEMtrm Bat raft lookm ate are Afarrodlm gas C d! EMNv or Oa„ h Date Pending um %9= MUNUNLWK 2Q= gowmw_aumm Xa go" VaLrtart IM MgiW Fae Accrual Eggam SAM 311111 Y1ricur. ManuftidirS deg EndargetALMOrow y;alwalted se yaf(ikileag 3,,blbd FSCAmmvd Averaged ILMA Main yemil Manullacturcer Sraetact En*inser&License Validated By Validated $Yhm!>l1 FBO Aoomwl Atar9ystl, $ieAtA R•weWn 2020 Leman. Kih s, Jolley Janes L 8udmr, P.E. Steven M. Unch, M 1112VA2D 11125r202D 11=1:120 on FSC Appn RMslin 2020 Beal Rooting Andaman Rd* IAPMO Unmam EveWWsrm GayyY. Walker ii/aW20 114202a 11MUM20 Apprd44 Revision 2020. Global Protection Products, LLC. Tim Robinson Waiter A - Tint Jr., P.E. John W. KneaWkh, PE WOBI = 0wo&Q020 lomlll20Z0 12n5r= Approved Cd.poy: Rooting (5N)S06163 PE-31242 (717)3176454 Category: Racing (801) 380-6091 SeMcss LLC. (205) 854-0160 Category: Shunts (964) SM-7545 PE-44167 (084) 772-8224 Su6Cauarry: Rooting AarmwlasthN re in geae)@Iemaxocoin aracmpor Resngnice RdArrMdenohQbereloo ttubptagory Stoat Panels tm.roliineon®gppentwm Integral Part cirrus Roollnosyawn CrrpBemre llWaad: 9vatret. Repast bona m compliance Meemd: Evaluation Report from eorplMa Method: orientation Report tam. Produd Eudrugon Finlay Florida Registered Archiced as Licensed Florida. Flcrkb ReaetereclArehlleet a a Licensed Florida Professional Engineer Prdecelentl &Ww ii - - 91allivAss riewr Approved for use mom aMlm.. ctg Else coBences K gion lilt& 1,14Vki arrdte mmZ t� EMI n 2YitkCdla� Aoomwl tar Use ApproY9019r use imam DAM 9lIMaC�rinSe AOrewtlfer tau I➢I.i�, germ 16 dlaamy- lobo. Slaiq Cpuney Yde, Spas O o Endid Fla1Prmb- law, CO 12131rA20 Yea NIA WA r / Product Model. Number or Name Product Deeeriptbn contract EtmtrzB" Oate in HVHZ outeida HVNZ Resistant Promise iwl �,anu mg G In g Sam" P- 17 Inland, ea"p; impact SrenyS00 - State. Shake Asmp: Sort Shake Flat Prolix-Slocki CA 12I312021) No Yee WA WA 1 20 Gage Galvanized Steel Storm ParwOWWVFIZ Cana gated Stan Storm Pamela retained 12rJ'IJ20Y2 Yea Yea Yea WA 1 Deck-Alr' OA-4 or TRI-Wift Dada -Air 0A-4 Lan Rohe, Pdypmpy(en. Plastic, Roof Vent 12MOt.+025 Mechanically ANedhed to plywood Dock. No YON asp .97.5F97.5 16 :SarmyOW-Sbk, Sh k. Aamp: Split Shake Flat Pralb- Risk., CA 121WW!D No Yea NIA WA 2 24 Gape Galvanized Steal Storm PaltaolNHVF2 i to proA or by tracks a ized ahurricane Panelsion. Galvanized :sal Storm Panels retained 12/3172022 No Yee Yea WA is 20 27 S uwy700-Shake, are&onp: SAM Shake asamyy7m-8heha,ada &Nnp; Spin Shako Te)w Eprna/Barcelata Plod P dIb &.ektm, CA 12/312020 Flan Prollle- Rleso, CA 12I31I2020 HUM Pnolle-Kary.7X 12131A020 No No No Yea Yae YON NIA NIA NIA WA WA WA or not by or not by trxla to grlvlds twmoarn protection- 26 'AM Law PrdN-Katy. Tx I2MI rom hie Yea MIA WA Florida Department of Business & Professional Regulation Pepe 1 W 1 Flodde Department of Business & Pmfaolorwl Regulation Pap I obi Florida Department of Business & Professional Regulation pe" I arl Building Codes and Standards 116 022 BtNding Codes and Standards +nm21 Building Coda and Standards +172021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Debit 9911111 EOtrwcar 20 2111 Dabs Pending 2o, Sells i Mww art Ate DM*Pnem 291 C*b Mary CC an a" oft Pending 20 ,'Type Vaasfon ManifaMunr Contact arnolnew&Lloasae Validated By Validate! submitted FRO Approval Approved S%tua 11110 version milgailliam Edo= IU93EK LIMM William yam j WEAMMO gig a" 3yg X110110 germ m Q= CommoLa111am validated Se Xdiam amomm F5C,snal hIM210 Roe, Raision 2020 All America Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E 10)28/2020 10/15I2020 11105=11 12/1VMD Appraed Review 202D AIM. Quad Lawn ICC L4r.luafim Sw&&, LLC WNW, M. Renlem. PE iwV202O 100222020 1fA51M0 IiWrAm Appraad swam 2020 COMMON sl Conado PtWdudaina Robert Out. Samuel A deserting John Hoy 12MGM20 1zn6¢o2o 12n62920 ding FSC A i, C~rjr. Stations (561) 7124)W2 PE40D46649. (954) 947-OW Cdelocey: Structural Cmpoeats (321) 710.3377 (407) 681-1917 C4aesar. Structural CornpoIH%Xa ($13) OW3707 PE-34248 (357) SH-5311 Sub ort"orX Storm Panels cheCraa9ory: Trwe RNss dea+agalpth.11w.eom .aor Products Introduced as a Result W proeaNpetor�yehoo.san compliace Modest: EvaluatReport from Mcom Iran a fion arpllaas Method Evaluation Repro l 14- T. Nave Tamrp(aay Florida Registered Amhlbct or a Licensed Florida Product evaluation Entry Cantaf once M41hed: Erruslm Report son a PrafeaiorW Engineer Need. ReplsbndArddbd>a U-sed Florida - f Professional Endnex . - OuNWAnw4r Awrivedf,Uoe A*orovodto use +� Do" -. Quality Assurance AROmwd for Use AOOmvad f or Uaa Imaw Qlbla6 Ala product Metal. drainer w Memo Product Description gffirffiSE ga In MOM Q I66J4111. it"dju1 NiMann. Product Modal. Numwr a lNme Product Dedenotiw conlow Exgb mw Doe In HVHZ Outage MVNZ Roasmnt P3epown 4 ITW BCQAW. Higher 9nngdo M &top: 8) MNaI Conala Pala 12/312024 Yee YON NA NIA anaLmMmi, AoomtafoLiao Agar ..d fw Lase km& allow 1 24ga Galvanized Seel Steam Panels 249a Galvanized Steel Storm Panels 1213120M Yea Yes Yea WA 2 ITW 800M ras--Hinge Plate Meta Couh.da Plate 1213112024 Yee Yes NA MIA Aa9A Product Mont. YMMr r Yap Product Dmwriedw contract ExodrationDat In Whir orddde HVHZ lassistant pressure 3 4 InM sock the I WIM ITW gCG/AIpiM Wow Metal ComectW Plate 12(312024 Meta C-new Fare 12I3112024 Yea Yea Yea Yin NIA NIA NIA NM 1 OUR" Precast a Commercial corrawo Promote Precast and Prestressed Concrete Lsteb 05r6rM4 No Yee NA WA Paps 1 ere Florida Departiort of Business & Professional Regulation pope / N 7 10A2021 Building Codes and Standards 6142S21 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pass 1 en 9R1M21 fisA lionm Ate ora Datellgssgg alb satin Enzar [ are Ate ONOpmdioo AM amr AdmLa lBLt Ste MarEanrm are MUM Vendor alovil ewrr rmtm ZwkEL&Lbilm Validated aL YrldWm Awbmftd PBC Approval A,-,,t liana TIM VMQIm Manufacturer cam assairwarglJoamso VYYded By yd*w MLnlltll&d PW At mvd Approved Sam Mum, Ysdm E®kietai Caaw EmelnMr S Uttar Veliddad W Ilrltlrer Aye Fee seaming A,--d i1r11E R.O.I. 2020 Mires Inc. 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I. _L_ L - - (.II '1 _.L_-._j I � IrvT, f� ,.FIi' I ,41 • Simpson Strong -Tie 2020 FBC Approved Products Updated dated 12I302020 nwFor direct mks to all SST approvals Isted below, CLICK HERE -For additional IMannatlon regarding Floride's Statewide Product Approval System and Marls -Dade County Notice or Acceptance MCA). LUCK HERB. FL02358-R7 &ME Product Model. Number or Name ProductDescriptlon 1 Titan Stainless Steel Concrete 8 Masonry Screw (ITN-55) 1/4" diameter Titan stainless steel masonry screw FL#9590-R8 j0d" Product Model. Number or Name Product Description 1 SD101120BB Outdoor Agents Connector Screw 2 SD9112, SD9212, SD1011Z SD10212 Strong -Drive SD Connector Screw 3 S0911258, SDg212SS Strong -Drive SD Conn solor SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434,SDCP2251Z SDGP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP2211$4, SOCP271400 6 SDHR27400. SDHR27614, SOHR31400, SOHR31614 Strong -Drive SDHRCombo-Head Screw 7 SDS251121 SD625134, SDS25200, SDS25212, SDS25300, SOS26312, SDS25412; Strong -Drive SOS Heavy -Duty Connector Screw S0525500, SDS25800, SOS25800 8 SDS25112SS, SDS2520086, SDS25212SS, SDS2530OSS, SDS26312SS Strang -Drive SOB Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF27X SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FLX10007-RB Sea >r Product Model. ovum her er me Product Description 1 ATR3/8, ATR1/4 ATR5/8, ATR314 Threaded Rods 2 ATUO5, ATUOS-Z ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP1/2, BP1/2-3, BP5/&2, SP5/8-3, BP314, BP3/4-3, BPRTUD3.4 Bearing Plates 4 CNVIN& C:NW1/2; CNW518, CNW3/4, CNWW-V2, CNW314S/8 Coupler Nuts 5 CTUD55, CTUD65, CTUDW, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -lip Device CTUDW CTUD99 6 N3, W, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTUD5, RTU08, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3M" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tledowll System 12 URS5 tiff Uplift Rod Run Tiodown System 13 URSB 314" Uplift Rod Run Tiedown System FL#10441-RB ,g2" Produat Model. Num bar or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10M Hold-down 3 HDQ8, HHDQtt, HHDQ14 Hold-down 4 HDU2, HDU4, HDU5, HDU8, HDU11, HOU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHO8. LSTHD8RJ Strap -style hold -dowry 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purbn anchor 9 PAIS, PA23, PA28, PA35, PA51, PA88 Strap -style purlin anchor 10 PAI18, PA123, PAI28. PAI35 Strap -style purlin anchor 11 STHD10, STHDI ORJ Strap -style hold•claox 12 STHD14. STHD14RJ Stair -style hold-down • Simpson Strong -Tie 2020 FBC Approved Products Updated 12rS012020 For dnnpt Inks to all SOT approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and MamiDade County Notice of Acceptance (NOA), CLiCic HERE. 21 LB series hangers Top flange hangers available in width of 1.9/18" and heights ranging from 5-318" to 15-118". 22 LBAZ series hangers Top flange hangers avaiabIs in width of 1-9116" and heights ranging from 9.3r16" to 13-1/8". 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1 t4" to 8- 7/8" and heights ranging from 9" to 33-112'. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 51X'to 6- 7/8" and heights ranging from 9" to 32-1 Z'. 25 MIT series hangers Tap flange hangers available in widths ranging from I -WI "lD 5- 118" and heights ranging from 9-1/4" to 24". 26 PF, PF8, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 3-3/8" to 7-118". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from I -WI6" to 7- 1/8" and heights ranging 9-114" to 32". #10860-R5 Sea # Product Model. Number or Name 1 ABA44,A8A44R,ASA46,ABA46R;A13A88,ABA66R 2 ABU44; ABU44R, ABU46, ABU46R, ABU5.5, ABU54 ABU65, ABU66, ABUBBR, ABU8B, ABU88R, ABU1010, ABU7010R; ABU1212, ASU1212R 3 ABW44Z ABW44RZ ABW46Z ABW46RZ ABW66Z ABW66RZ ASW7.7 4 AC4, A04R, ACE4, ACS, A08R, ACES 5 BC4, BC46, BC4R, SC6, BOOR, BCB, BCS2-2/4, BCS2-W e C844, CB48, CB48, CBeS. CB68 7 CSSQ44SDSZ CBSQ48-SDS2, CBSQ66-SOS2, CBSO88-5082, CBSQ68-SDS2 8 CC, ECC, EOCU Series 9 CCQ-SDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPTSSZ, C PTT88Z 11 E-PB44A, EPB44, EP346, EPB66 12 EPS4Z 13 LCB44,LCB86 14 LPC4Z,LPCBZ 15 MPS44Z, MPB86Z, MPB88Z 16 P1344, PB44R, PB46, PESO, PB66R 17 PBS44A, PBS46;PBS08 18 PBV6, PBV10 19 PC44.18, PC46-10, PC48.15: PC64-16, PC5&18, EPC44-18, EPC46-18, EPC48-18, EPC84-16, EPC88-18 2D PCQZ PC4R7, PCBZ, PCBRZ, PCSZ, PCBRZ; EPC4Z, EPC4RZ, EPCBZ, EPCBRZ EPCBZ, EPC8RZ 21 PPB44-4Z, PPB44-OZ 22 RPBZ FL#10B66-R5 lag Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH46S, GH46.8, GH48.8, GH48-8, GH410-8, GH410-8, 01-166-6, GH88-8, GH68S, GHfiB- 8, CHOI0.6, OH81D-8 4 GLB5A, 01.658, GLB5C, GLB5D, GLB7A, GL878, GLB7C, GL87D 5 GLBT512, GBLT812, GLST516, GBLTe16, GLBT520, GBLTS20 6 HGLBA, HGLBB, HGLBC, HGLBD 7 HGT-2, HOT-3, HGT-4 8 UFPIOSDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Baked column cape With W1 ranging from 3-114" to 9-1/7 and W2 ranging from 3-5/8" to 7-112" Strewed column caps w(UI W1 ranging from 3.114" to 9.1/2' and W2 ranging from 3.&S" to 7.112" Concealed Post Tie Base Embedded Post Bass Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Pr�ductDeserintlon Foundaton Anchor Flat Retrofit Foundation Plate Girder Harper Glulam Bearing Plate Glulam Bearing Plats Heavy Glulam Bearing Plate Heavy Girde(Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate • Simpson Strong -Tie 2020 FBC Approved Products updated i2f02020 For direct Inks to all 88T approvals listed below, CLICK HERE Far additional rttpmation regarding FlarldsY Stellewide Product Approval System and MsM43sde County Notice or Acceptance (NOA), CLICK HERE. FL110446-RB Product Modal, Numberor Name product Descrlodon 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APAS, APVA21, APVA4, APVAS Outdoor Attends Angles 3 APS44, APS44R, APVBW, AP'B66R, APB88, APB58R, APB1010. APB101 DR. APVB44, Outdoor Accents Post Bases APV1344R,APVBf,APVB66R.APVBW,APVB88R,APVS1D10,APVB101OR 4 APDJT2.4, APDJT2R-4, APDJT2.6, APDJT2R-6, APVDJT2.4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Dock Joist Ties APVDJT2RS 6 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APL8, APT4, APT$, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam-to-Colurm Ties 7 APLH24, APLH24R; APLH25, APLH28R, APLH210, APLH21OR Outdoor Accarts'Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z; CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 11 DJTI4 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FCB Framing Clips 14 FWANZ Foundation Wall Angles 15 CAI. GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, HI OS, H14, HGA1D HurricansT)es 17 HCJTZ Heavy Concealed Joint Tie 18 HH4, HHB Header Hangers 19 KBS1Z Knee -Brace Stabilaer 20 L30, 1.50, L7Q, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML232, ML24Z, ML28Z, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU2B-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC; RBCP Rod Boundary Clips 32 RST-3 Rod Tie -Down 33 RT0222, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL;ItNW7-R5 Sago Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3, DSC5RSDS3, DSC5L-SDS3 3 GSC 4 HCP1.61, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.2".25, HHRC5.3713.12, HHRC88 6 HRC1.81, HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSU28, LSSU28, LSSU210 9 TBE4,TBE6 10 TC24;TC26,TC28 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA426; THA422-2, THA428.2 12 THAI1.81)22, THAl2.06r?2, THAI2.1/22, THAI222, THAI322, THAI3522, THAM22 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-5-SDS3, THJU28, THJU26-W 16 TSSR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR • Simpson Strong -Tie 2020 FBC Approved Products Updated 12raormz0 MNFor direct mks to ail SST approvals listed below, CLICK Hens Fa additional Ihtarmatlon regarding Flanda's Stalewge Product Approval System and Mami-Dade County Notice of Acceptance (NON. CLICK HERE. FL#10486R5 22a Product Mod•I. Number or Name Product Description 1 BT, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16, CS18, C520, CS22 Coiled Straps 4 CSHPIS, CSHP20 Coiled Straps 5 CTS218 Compressionffension Strap 6 DSP, SSP, TSP Stud to Plate to 7 H1. H10A, H2.5A, H3, H8, H7Z, HIS, H16S, H16-2, HI6.2S HturicaneTies 8 HGT-2, HGT-3, HGT-4 Heavy GirderTnedown 9 HS24 Hurricane Tie 10 HSS2SDSI.S, HSS2.2•SDS3, HSS2-MDS3; HSS4SDS3 Heavy Stud Shoo 11 HST2; HST3, HST5, HST8 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQ16KTZ HTSQ20KTZ HeavyTvAstStrap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA78, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light TwistSttap 19 MGT MediumGiderTiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC86, MSTC78 Straight Straps 23 MSTC4863, MSTC8883 Pre -Bent Straps 24 MSTI26, MSTI36, MSTI48, M87160, MSTI72 Straight Straps 25 MTS12, MTSI8, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-1Z NCA2x12-12, NCA2x8-Ie, NCA200-16, NCA2x12-IS Bridging 27 RCV11B12, RCW814 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SPS Stud Plate Tie 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18; ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST8224, STB238 Straight Straps 34 T620, TB27, T6301 TB36, TB42, TB48, T954, TB58, TB80 Tension Bridging 35 TWB10, TWB12, TWB14 Wan Bracing 38 VGT, VGTR, VGTL Venable Pitch Girder Tiedown 37 WBI00, W13106C, WB120, WB1260, WB143C Wall Bracing Product Description 1 C8H2.37x5.5, 081­12.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Pima 3 HGU3.63SDS, HGU5,254WS, HGU5.50SOS, HGU5.62SDS, HGU7.00-SDS, HGU7.25• _Heavy Hip to Ridge Connectors SDS, HGU9.00-SIDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50•SDS, HHGU5.62SDS, HHGU7,OOSDS, HHGU7.25SDS, Light Skipeabre/Skewable U Hanger HHGU9,00-SDS Truss Bearing Enhancer 6 HHUS28.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.5Cb'10, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for Waists Skewed Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU2B-2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81/9SOS, HUCQ1.81/11SDS, HUC4210-2SDS, HUCO210-3SOS, HUCQ310- SDS, HUC0410-SDS, HUC0412SDS, HUOQ5.25/9SDS, HUCOS.25/11SDS, HUCQ610- SDS, HUGQ612-SDS -lXI- Simpson Strong -Tie 2020 FBC Approved Products Updated 12133oao20 For drool mks to all SST approvals Isted below, Ci .Q NRRF For additional information regarding Florida's Statewide Product Approval m and Maori-Dede County Notice of Acceptance(NOA),a nr r Canes ea p APD System b FLVI1468-R5 ,§W Product Model. Num bar or Nana ProductDescription I HHUS210-3, HHUS21 DA Joist Hanger 2 HRSS, HRS8, HRS12 Strap Ties 3 HU00210-2-SDS, HU00210.3-SDS, HUC0310-SOS Joist Hanger 4 THGB2, TH083, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THGQ3-SDS4:5, THGQH2SDS3, THGQH3SDS4.5, THGQH4SDS$ Joist Hanger 6 THGW3-3, THGW3.4, THOW4-3, THGW4A Joist Hanger FL#11473-R5 agtlg !' Product Modal. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, H18S, H18-2, H18-23 Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALIB, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofk connectors 7 HHETAI6, HHETA20; HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAW6, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#11496-RS a`F" Product Modal. Num bar or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12; HD19 Baked Holdowns 3 HD38, HD58, HD7B, HD9B Baked Holdowns 4 HTT4, HTT5, HTT5-374 Tension Ties 5 LTT19, LTT20B, 1.7131 "litTension Ties FL#13626-R8 Sea# Product Model. Number or Name Product Description 1 SB5/8x24, SB7/8x24, SB1x30 SB Anchor Boles 2 SSTB16, SSTB20, SST824, SSTB28, SSTB34, SSTBW, SSTBI BL, SSTB20L, SSTB24L, SSTS Anchor Boles SSTB28L FI..X113872-Ril Sea X Product Model Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, C820, OS22 2 HRS6, HRSS, HRS12, FHA6; FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI25, MSTI38, MSTI48, MSTI80, MSTI72, S/MST27, SIMST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C 4 LSTA30, LSTA3a, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH325, SUB143.25, MSUSH3.25 7 LTP5 8 LTSI2,LTS18,LTS18,LTS20 9 MSTAJO, MSTA38, ST0215, ST8224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 10 OTC68, MSTC78, ST8238 11 MTS12, MTS18, MrS18, MTS20, MTS3Q MT324C, MT830C 12 SS1.$S, S181,81, SW.06, SI132.37, SB2,56, S18288, S1B3.12, S1B3.56, S1B3.62, 5184.06, "4.12, S/B4.2% S104.75, S1135.50 13 WtA2.1218, SIBA2.12110, S1BA2.12/12, S8A2.12/14, SeA4.1818, SGA4.1SM0, S6A4.18(12, SOA4.18/14 14 "1 A 15 SpiD6u, SIHD88, S/HD10S, SMDIOB, S1HD15S, SM01513 16 SPHDU4, SMDUS, S1HDU9, S/HDU11 17 SIJCT, SIHJCT Product Deacriptlan Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 ga) Straps 33 mi1(20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mill (16 go) Shape e8 mil (14 go) Medium Twist Straps Top Flange. Jolt Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Faoe-mount (DU, DHU) and top -flange (OHCTF) hangers available in widths ranging from 1-9118" to 3-WI8" and heights ranging from 9-110" to 23.15118". Facamount hangers Face -mount hangers available in widths ranging from 1-518" to 7- 3/8" and heights ranging from 55/16" to 12-7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in Widths ranging from 3- 118" to 5-119" and heights ranging from 4314" to 15-314". Concealed flange version (HSURC, HSULC) available for at double 2)(and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in wilts ranging from 1-9/1$" to 7- 1/2" and heights ranging from 2-7/8" to 19.11,C. Concealed flange version (HUC) available for all models having width equal to or greater than 2-9116". Face -mount hangers ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJ0=0 For direct Inks to all SST approvals Ieled below, CLICK HERE For additional information regarding Handles Stnbr*rdde Product Approval System and Man -Dads County Notice of Acceptance (NOA), CLICK HERE. 18 SILBY1.56, VLBV1.81, S/LBV2.06, SJLBV2.37, S/LBV2.56, S1LBV2.68, SA-BV3.12, Top Flange Joist Hangers SILBV3.56, S1LSV3:82, S/LSV4.08, S/LBV4.12, SJLBV4.28, S1LBV4.75; S/LBV5.50 19 S/LTT20, S/DTT2Z, S/H T14, HTT4, HTT5 Holdowns 20 S(MST80, SWIST72 Straps I IS mil (10 go) 21 SP4, SP8 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC,DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13W&R5 AB Product Modal. Number or Name 1 CC OPM.82-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SOSG, CCTQM4.82SDSG, CCTQM5.50-SDSG, COCQW,S2SOSG; COCOM4.62-SOSG, CCCQW.50SDSG 2 ECCLOM3.6204(T, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, ECCLLQM04,620-KT, ECCLLOMD5,500-KT, ECCLROM03.62G-KT, ECCLROMD4.62G- KT, ECCLRQMD5.SDG-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HOLW.25, HGUM9.00 4 LGUM26.2, LGUM26.3, LGUM264, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM2103, LGUM2104, LGU WS, LGUM48, LGUM410 5 MBHA3.12/9.25, MSHA3.12/11.25, MBHA3.56f7.25, MBHA3;56M.25, MBHA3.56111.25, MSHA&58/11.88, MBHA3:58114, MaHA3.56116, MBHA3.56118; MBHA5.50f7.25, MBHA5.5OV.25, MBHA5.SW1.25, M13HA5.50111.88; MSHA5.50/14, MBHA5.50118, MBHA5.50118 6 MBHU3.5819.25, MBHU3.56/11.25, MBHU3.56111.88, MBHU3.56114, MBHU3.56/t6, MBHU8.58118, MBHU5.6019..25, MBHU5.50111.25, M13HU5.50/11.88; M13HU5.50114, MSHU5.50116, MBHU5.50118 F1.013975-RB ego # Product Model. Number or Name 1 SDW22300, SOW22338, SDW22438, SOW22458, SDW22500, SDW22600, SOW22838, SDW22834 2 SDWC15450, SDWC15800 3 SDW II0300M SDWH1940ODB, SDWH1880DDB, SDWH19800DB, SDWH191000DB 4 SOWH274000; SOWH27SOOG, SOWH278003, SOWH2710ODG, SDWH2712DOG 5 SDMI621Z SDWS16300, SDW910312, SDWS16400 8 SOWS19800, SDM1971Z SDW522400,SDWS22500,SDWS22512, SM822800; SDV=800, SOWS22900, SOM45221000, S M221100, SDWS'221200, SOWS221SW 7 SDV VSMCDDB, SDWS22400D8, SOWS22500D0, SOWS22800DB, SOWS22800DB, SDW3221000DB 8 SOWS22312DB0, SOWS22512DBB 9 SDVM7300SS, SDWS2740OSS, SDWSZ750OSS, SDWS27600SS, SDWS27800SS, SDWS271000SS, SDWS2712MBS 10 SDWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Pmduct Description Strang -Drive SDW EWP-PLY and TRUSS -PLY Screws Strang -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSorsw Strong -Drive SDWH TIMBER -HEX HOG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FLX1.5963-R3 $91fi Product Model. Number or Name Product Dmrlptian 1 AS 18, AS 18S5, AS 18S8 18 ga. Truss Plates 2 A5 2DHS 20 go. High Strength Truss Plate 3 AS-20 20 go. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 ad"Product Modal. Numberor Norms Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, COPS, GW50, GW-75, OW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, POPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete • Simpson Strong -Tie 2020 FBC Approved Products Updated 12007M EmFor AreCt Inks to all SOT approvals listed below, CLICK HER Fa additional Information regarding Florida's Statewkle Product Approval System and M9n4)ade Canty Notice of Acceptance (NOA), CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- 9/16" and heights ranging from 4a16" to 11". Concealed flange version (H USC) available for models having width equal to or greater than 3-9/16". 12 [US series hangers Fate -mount hangers available in widths ranging from 1.7/8" to 3- 518" and heights ranging from 9.1/4" to 18". 13 LGU3.25-SOS, LGU3.63-SDS, LGU5.25SOS Face -mount hangers 14 LU24, LU26, LU28, LU210 Fsoe-mount hangers 15 LUC28Z, LUC21OZ Face-mounthangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4 518" and heights ranging from 3" bo 10-15118". 17 MGU3,W-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 16 MIU series hangers Face•mount hangers available in widths ranging from 1-9/16" to 5- 1/$" and heights ranging from 6-15118" to 19-11T. 19 MUS26, MUS28 Fare -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I- 0/18" to 3-9/18" and heights ranging from 3-I t18" to 133/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on y acute flange is concealed, 21 U series hangers Face -mount hangers available in widths ranging from 1-9/18" to Wand heights ranging from 2-5/8" to 11.1l4". FLX10667-RO aft Product Model. Number or Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 118" and heights ranging from 7-1/8" to W'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" c, 7- 1/3" and heights ranging from 9-1 /4" to 24". 3 DGF aeries hangers Top flange hangers available in widths ranging from 1-112'to 3- 518" and heights ranging from 71X'to 24", 4 DGHF ashes hangers Top flange hangers available in widths ranging from 1-314" to 3- 5d8" and heights ranging from 9-11C to 2C. 5 E05, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 7/8" and heights ranging from 11"to 32-117'. 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/4" and heights ranging from 11-114" to 37'. 7 GLS series hangers Saddlehangers available in widths ranging from 3.1/4" to 6-7W and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in widthe ranging from 3-1 X'to 7- 1/8" and heights ranging from 11" to 32'. 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 8" to 317'. 10 HGLS series hangers Saddle hangers available in widths ranging from 5.114" to 8-78" and heights ranging from 10-1/Z'to W'. 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1 tr to 32'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4'•to 7- 1/8" and heights ranging from 14" to n'. 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118'to 3- 9/18" and heights ranging from 18" to 28". 14 HUSTF series hangers Top fingejoist hangers available in widths ranging from 31 /8"to 3-911 Wand heights ranging from 5.3/8" to 13-118". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-WI 6"to 5- 1/2" and heights ranging from 3-711.8"to 15". Concealed flange version (HUCTF) available for all models having width equal to or granter than 2-9/1 e" 16 HWP series hangers Top flange hangers available in widths ranging from 1-9t18" to 7- 118" and heights ranging from 5.318" to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1/2" and heights ranging from 5518'to 32', 18 ITS series hangers Top flange hangers available in widths ranging from 1-9t18" fin 3- 518" and heights ranging from 9-14' to 16'. 19 JB series hangers Top flange hangers available in width of 1-9/1& and heights ranging from 5.318" to 7•IM". 20 J8A series hangers Top flange hangers available in width of I-St18" and heights ranging from 9- IWto13.1/8". Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30=0 For din o Inks to all SST approval. listed below,: CLICK HERE For additional iMamadon regarding Hordes Statewide Product Approval System aid Maori -Dade Canty Notice c(Aoceptance (NOA), rWrr Hvaa 5 SET-XP Adhesive Anchor for concrete 6 Strong•Bok 2 (STBZ STB24SS, STB2-$SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with Countersunk head in carbon stool and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD5OM4RC) Then HO Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger(THDB25158RH, THDB37158RH, TH037212RH, Then HO Threaded Rod Hanger for concrete THD5D234RH, THD10212RH) 10 Wedge -All (WA) Wedge -Ail Anchor for masonry FL#16230-R8 lag Product Modal. Number or Nama 1 AT-XP 2 ET -HP 3 SET-XP 4 Strang -Bolt 2 (ST" 5 Titan 2 (1TN2) 6 Titan HD (rHD-H4SS, THD-HBSS, THD-CSBSS) 7 Titan Turbo (TNT) FLVI6937-R3 ¢gg,jLr product Model. Number or Name 1 X3,0101"K, X1S1016, Xi B10164K, X01$1018, XQ181016.4K 2 XL01 I 4T1 224. XLQ1 14B1 224.2K 3 XMQ I 14S1 224, XM01 1481 224-2K 4 XQ114S1224,XQ1I4B1224-2.5K XI14S1224,)(0112S1224,XQ11281224-2K 5 XU84S1016,XU34B101651K FL 135320-RO =9 Product Modal. Number or Nama 1 DSSC643,5, OSSCB46, DSSCB48, DSHS 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1018,FPHSD3461018,FPHS034BI018-5K,FPHSD34S1214, FPHSD34B1214. FPHSD34B1214-5K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC&25: MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S 7 80943.5, SCB45.5, SCB47.5, SCB49.5, SCS411.5, MSC645.5, MSCS47.5 8 S0532-5197, SCS82-&97, SCS82-5fl 18, SCS82-51118 9 SOW3.25, SCW5.5 10 SJC8.25, SJCIO.25, MSJC8.25, MSJCIO.25 11 S983.518 12 XLSH3451414,XLSH78B1414 13 XQiS1018, XQ1B1018.4K, X01S1214, X0181214.3.SK, X078S1224, X078B1224-3K, X0114S1224, XQ114B1224.2.5K, XQ112S1224, XQ11281224-2K, X34B101"K, X1S1016, X1B OIe-4K, X1S1214, X181214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong-Bolt2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Then HO Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description 010-10 Strong -Drive X Metal Sect Drllling, Tapping Screws with #t3 Drill Point 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #6 Drill Pont and Medium Diameter Hex #12-24 Strong -Dive X Metal So1FDrilling, Tapping Screws with 96 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fired -Clip Con nectar #10-18 and #12-14 Strong -Drive FPHSD Framing-to-CFS Sek- Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Well Connector Bypass Framing SlideXAip Connector Bypass Framing Connector Headed -Wall Slide -Clip Connector Stool Joist Connectors Bypass Framing Slide -Clip Strut Connector #14.14 Strong -Drive XLSH Shouldered Sol -Drilling, Tapping Screws #10-18; 412-14, and #12-24 Soong -Drive X Metal Self -Drilling, Tapping Screws W -00 U L 0 O .� O �eQa�a�� `v -0 CL CD O =O O 5-O 0 N C U_ - M Q -0 M re_co > An E 2 C co 0CIO e+- .e_a t� t- .Q .a vJ Q Q Z Z W mi Cr) C o C cm o CJ CL e so e-s U_ = %441 N cx. ., 4 UP � Y as CL, a- C so w 6 N M ro � W � v su G On a d. Cn QD E W z V CU _ `v > 0 L O CL � U O L CL 0) U CC m O L W W Z Z Q J a SHEET NO. PA 13. — - - .ate.. . _ _ �11 I L. _. _ _ ■ L_ I 1 _ 1 J MIAHk %90UrVAMCoUWrr raoDUCTC mtrsltn.sxcrr+en t PGT hu1w ie% Inn. PGT Lies, Inc. FGT L tries.Lic. 1IWS SW 26 sue. Ronan 208 11it3T CE OF ACCEPTAIiiCE: E6 ODE TCE SUBi TEI) NOTICE OF..ACCEPTANCE: EV'1DENCE SUBMTTED oEr� CW JMGM ATMYA D iCoato C RESOVRX s pal W� a 33175-2474 10UM AND CODE A HBTitAnowbr VISION T (726) 315--2M F OW 30-2i94 OT10E OF ACCEPTANCE: E '1DEiYCE SCB3 ED , D. ALIT ASSURANCE NOTICE, OF ACCE PTA..'�1(�E (:+�TOA) .rtnr.awaaiiaactn,et..aaaF 1. Evidence s>nbi�ftrd under >ts iYQA A. DRAWINGS B. TESTS (continued) 1� Miami Dade Deertat of Regulatory and c � iRE7t)- PGTEadmcdies, Lee. Nora reelanaieF Dime, 1_ Mamea turves die draw- and sections. ' 5_ Test rqw on 1) Air Infiltration Test, per FBC, TAS 202-94 NorthVeeaicr,l�I.34275 (Sulruti�6ed roadtrA'E1A?1rDt 11.A l?7.9�j 2 Uniform Static Air Psesstu a Test, FBC, TAS 202-94 E. MATERIAL CERTIFICATIONS Scoff: 2. Drawing No: AWS570.0, tailed `Vviyl Sliding Glass Dom NOA (LM)"', sheets 1 3).WatcrRanoe Test, FBC, TAS 202=94_ ) P� 1= Notice OfA Na.15-4�2�.1d issued toVss� E�I.ieuied fortheir ThmNOA is berg iced wader the oppbcabk-n&-s andrrpls*m 1pvemuig the use of 'lbe through 21 of 21, prgmed by mamufacturer, dated 1005115, with wvWm A dated 4) Lange Missile Impact Test per FBC, TAS 201.94 "?hike Rigid PVC Exterior Exassions for i kwWws and Doors", dated 08n3/15. documentation =b has been mview edand accepted by Muds -Dade CountyRE3t FrtrebdControl Section. to 0405/17, signed and sealed by A_ LFrmMiller, P3~_ 5) Cyclic Wind Prey Loadmgper FBC, TAS 203-94 on 09130/19. ba uaesE in i milade Ga�mdp sad comer nrea6 �vhtYe �d byt6oe rAa> a y > �g Jwi icti (AHJj. 6) FoRtd EWy Test, per FBC, TAS .202-94 2. Note of Acceptance No_ 1 20.08 issued to Vision Extrusion Limited fw then -'%-E Mds-NOA shallimotbevaW aB erfhe emphation date st i bel wAh-e Mami-Ilsde County Product Gvaiwt 5ecim B. TESTS along mat -W 4rawingsand agallatim diagram of vvifi shdmg glas door. Pam 1000 Tan 202 and lighter Shades (Non-3;Wte) Rigid PVC Ester1ior Extrusions for (in MxMiDade Cyr) anNorthe ASJ (in amasodw th=h iamiDa&C y) reserve the right to have this I_ Test vqW on 1) Uniform Stag Air Pn a Test, pe - FBC, TAS 2tt2 94 byFeuesft t Ted Lab, Inc, Test Repudt No FTL SSA; dated I lft 15, signed and Windows and Doors7, dated 12+i�` 6, eq&ing. on 1229i21- prodattoranimid tedftolualitya cepwpas=.Iftliispraditctorai>aesielfaiLs tope oitiaia theaccaptrd 2)Laa p N h4adTest per FBC, TAS 201-94 seaW by Idalmis OztgA P. I- (Test report wAsed on 120in5 and 02J11116) 3_ Notice afAccepJtance No.15-0528.15 issued tcrVtsiats Extrusion Limited for their rmmnex;tbenum&c1 mwiH. iscurtheexpease ofsu&tesWgmdtheAHInoyinunefinudys.make,modi#p, or 3 C Wind Pvmme LoadmgperFBC,TAS 203-94 ) 6_ Test repot on 1) Air Infirm Test, per FBC, TAS 20294 -Brown Coated (Painted or White PVC Exterior Ex&usions for � �) Rigid d the. �e6 of stark prodtvct or matcisai wtthin their J $ER reserves the ugtit to revoke this mapend f sic pr hin the ua or t to rat a � d�vings and � diagram, of vrayl soiling door; pepantd 2) Uniform Static Air Pie Test, per FBC, TAS 202-94 WbWla s and Doors"; dated 08,113115, aq*ing an 09130'19. ce, if it is b f Dade eo ice C oil Section that thin peer ar fails to meet the mgnut is determined of i ne appluabte budding C code_ by Fenestration T ing Lab, lam-, Test Report No. FTL 8717. dated 12M7/15, signed and 3) W'ate€ Resistance Test, per FBC, TAS 20294. 4: Notice af'At0eptanmNo:1"71LO2 usued toENERGI F Solutions USA, "TAN This prodoctis a e as deer bedhe�eiaaadhas been designed to cam�plp with die F eta Code, d by idalmis.Oitega, P_ E. (Test t � an OVI5/16 and 0212446) 2. Teat eept�t ter. l) AsrIn� Testrper FBC, TAS 202-94 4) Large M> a Impact Test per FBC, TAS 2a1-94 Cyclic Wind PY Loading FBC, TAS 203-94 5) y Inc. for their 3840 and Lighter Shades (Non -White) Rigid PVC Exterior xhmsmas dows,and Doors" dated 00115116, g o 4?J04i11_ E fer'44'iut the Mgt veioc#1hi �mne?,one DES�CRIEMON: Series.-S57€i13770" 3 kyl Siding Glom Door (VtiQfarced) vc%90a & 1359 cotes-LMLL 2} Uniform Static Test: per FBC, TAS 202-94 along w0 -bp drams and in�liartm diaggram, of vinyl. sliding gbss door, P�at'ed S_ Notice ofAcceptance No_ I6 hter d issued to EAiERC:I FdSEnario USA, +1PPitDi'AL I1OCGtMM ►"I': Drawhigl+ly. SS all Fe B, titled "VmJri 3tu3iag #Glass DaorN[3A{LM}", sus 3) Water R Test, per FBC, TAS 20299!_ 4) Lame mile .impact Test pus' FBC, TAS 20194 by Fetion Testing Lab, In,e., Test Report No. FTL 8552, dated 12,#0415, sited and sealed by Idahms Ortega, P. E, ( rest vgow mvised on. 02115)2416) Shades o(C Coated Irtc� s four Wndovrs and Doors" dated 09I15116_, sp Rigid Ex#+rryar 1620 1 ti mq ti 21 of 21. prgmredby==w&dww, dated 10/05A 5 and last revised. on. O'2J0121, sig;wd. and sealed by 5) Cyclic Word Preswe I.oaad>ing pelt FBC, TAS 203-��4 7, Test report on 1) Uniform Static As Pic Test.. per FBC, TAS 202-948. Notice ofA,4 � No. 16 4 712.03 issued to ENERGI Fenestration t*m USA, A. Lynn Mtn, P.E., beating the Mi`aiai-Dade ComlyProdad Cot*ol Ri-vi au vv� Not oe of 6) Famed Paltry Test, Fe[ FBC, TAS 2(12 94 2) Carlin Mrs t Inert Test per FBC, TAS 201 A4 Inc. for their "White PVC Exterior Ext ruAons for NVIndows and Doors" dated Aeoepiaace n and wvwtion date byihe i-Dad a Ceasay Product Comet Sectiasa along wig up drawi� and ins anon diagram ofviayi sliding glass door. paepme 3) Cyclic Viand Pry Loadmgper FBC, TAS 2033A4 08110117; � on 0212$118. �1diS5II.EIMPACT RATmtG: La a>,d Small t Resiststit ' ` byF Testab Testing L, Inc, Test RepEut No_YrL" dated I I/Mg5, gp3ed and along withmadmd-W dramas and m diof vinyl sliding glass door, paged 7- Test rt parts No(s).10-M-794A), 10-ti�6 MO527, 535753-M, pro ASTME-K I.u®itadauba: 1 _ See table 1(slieet� and table 2 (slfieat SJ' forapplieabie SrCrD unit sins, pies, :ieinfarcatypes; doled by Idalmis Ortega, P: E.. (Test report revised on. D 1 46 and 02i1112416) by Fenesh atim Testing I*, Inc., Test R epaat No. FTL li638 ( A-1 thru A-221 dated ASIMM I929 and AST UD435, issued by EXOVA to Vision Ex for cdhlbsic regt�e s sill riser tables B-i ilk B-2;sheets 7- and anchor art sus m 11 thin 16_ lam. ( 3,. Test report on. 1) Air Iteration Ted, Per FBC, TASK 202-94 1149/10, allied and sealed by Jorge A_ Causla, P, E- (Subwi* under NO_4 Ara 11- composite material 2. Rigld WltiRe PVC, Tan �'on-.a�itej Rigid PVC aridBa coated (Plsi�atedor lamiastedl, �ehtte Rigid P'VC #o be /h M labeled per aed NOA'sre� kvu egts_ 2) .Uffifow Static Air Piesnra a Test, per FBC. TAS 202-94 3) Water Rye Test per FBC, TAS 202-94 4107. ) 8 Test repaort on 1) An infiltration Test, per FBC, TAS 202-94 b ed under NOA N& 1141 d T. 04) S_ Notice of Acceptance No. 14-0916.11 iced to Bruaray America_, Inc. for their 3- Egress opexabledoars Est ccanplywilh min clear width or heglit per FBC rem as ap>!pheebte. 4) Large Missile lie Test per FBC. TAS 20194 2) Unif m Static Air Pressure Test, per FBC. TAS 202-94 "SeiLu jG1nZ (Clear and Wfries) interlayerer", aqgring on 07N/1.8. A. Pocbet walls under sepatsteapprc vat, to be reviemedbyBuihfiag official 5) Cyclic Wind Pmsmm Leading per FBC, TAS 203-94 3) Water R istanJ:e Test, per FBC, TAS 202-4 9_ Name of Acceptance No.1&1117.0I issued to Key Ammica, Imc-ftthek LABE G : Each unit dun bear a peammea# labelwith thema'sname or lolp. city, date,andseries ai d 6)' Farced F.utty'Iest., .per B.C, TAS 2002�-,944 4) Large I tc1t Test gerFBC, TAS 201-94 "Trw foW Utttwiearr, Cleat' and Cater PN'B IntertayeW, g an 07'M/19. foliDwmg statemced: '�M�-D** Couzdy ftoduct A, Wovear,'noled hemim �} ,�, �-W � ' � Tiryl li"�a d C),dc Urmd Pici=e Imadingper FBC, TAS 203-94 RENFEWALof this NOA slhallbe counderedafter a aweywalaWlication has been filed and there has beemno byFenmtration, Terms Lab, Ise:,, Test ,Rqx* No FTL 8547, dated 12AW15, signed and 6) Forced Entry Teat, per FBC, TAS 20294 F. STATEMENTS chanpintwqTficalA ebuilftgcode negatiuely affect *epef'amenceofthis product sea1led b leakier Ortega, P. E. (red separt wevi sed on 0245/16) along withmadmd-W drawings rise Lion diagram, of vinyl sliding glass door, prepared 1. Statement Setter of conformance with FBC-SIbEdWon ('2,014) and FBC-6*Edi ion TERI ATION bfthis NOAvr tl occur a Eerl�e eiipiraticndadror if @lute has beta a ocvi in;os chmge is the 4. Test t tau 1) Air Tom, per FBC, TAS 202-94 by F _ Testing Lab, Inc, Test Report No_ FTL 6337 (samples A-1 thru A -A dated (20171 issued by maaufactt�, dated 0944117, signed & sealed by Lynn Miller, P E 'f�a1 mafieaals, use,ancVoc mamifamofiheprodod of.11+�e aflSns NOA as sit endo>semetd of atiyprmdncy en 2) Uniform. Stag Air Pressure Test: Per FBC, TAS 202-94 I ZO6130 and sealed A_ Canso, P. E. hw aad under NO 4 Arb.11- 2_ Statement letter �ofoo a intennt, dated 04/18t17, issued by m+�rfunw, signed four sales. adverfiishigor any otbei-guigosesaha;l automatieally*tenmiinate this NOA. Failnneta con plywith aaq 3) Water Re vac Test, per FBC, TAS 202-94 614769j ,1l sealed by Limn Miller, P.E.. sectionof"NOA shAbe cow f"*nuinatim itnetrem vvalofN0A. 4) LaW MmlelmW Test petFBC, TAS 201-94 3. Lettmof tab compliance, part ofthe above test repJoits. AD1ER'r'I'T: The N0.4autaber - - prec dedbythewor&M>ami�sde County, Fhmda,,and toDowed bythe 5) Cycl c-Wind Pressure Loaadingper FBC, TAS 2M94 C. C LCULATIONS sigoed.by simaq Om,da, P.E.. 4. RERTest Proposal No_ 17-0387, dated 05/05(17, 1 arWntsondasemaybedispayedin advertising litene.IfanypodionoftheNOAssdisplayed, then it shall be 6) Foleed EatryTest, per FBC, TAS 202-94 1_ Anchor vedfwatm caicubtiorts and wtictural atmly%is, complying -2014, with FBC done in its entirety. aeons r mailed-W dtawnrg 2gtd ttou diagtaim ofwinyl s glass do+m p p by PGT, dated 12109115ard last iced on 02/15116, arrd seal�e�d bg G. OTHER - INSPECTION: A c oftlissentire NOA Ann,be ' vWedto the ass or it dlslrftton and. byF Testrrig Lab, Inc-, Test ii�e)W No. M 83A8: elated 12 /t5, sue! and I.: .E, ubw*W *r OAN 15-1210! 0 � � 1_ Notice ofAc No.15421441, to PGT Industries,,: for their Series than be available forte at ttwjob side at She of offeeial. steed by Idalmis Ortega, P. E. (Test report � ttu O110 a6 and 0211146)_ 2. is � with ASTME-130O-i79_ 557°?0,2770" N"inyt Sbding Gas Door (R.emi'mcaed)-LX.L" g on (W1421_ M s NOA reprises & remem NL OA *284t2g.95 and cmnsta of"page 1 and eividence pop s F_ 1, E-2, E-3, E 4•. � g i%* 7 I. / 44 n l.. � � t"* � f . ' i n 1. �, �fi a.�. E-S c1i E-6 as wellas approval douciina�t mooned above. The submitted docuiaiieuui fkm vat reviewed b Isha 1 Cbemin, PE. y � I�iq L it Sup a, P.E. Product cQo�i >:�ir ��: n"MXq I. h Sups, P.E. Product Casrrol fair Sap�ia:.r � 1*01 L k Sup a, sou Product Coai:a►1 Unit saape;ris�: NOA No..21-i2t15A3 NOA No, 31-083.83 NOA Y6. 11-0:04.i3 NoA No. 21420SA3 Datet April l-4; 2026 rafiosDatet . I 2i26 � afiamDatet ., 1 282f E3*r , E atiouDau. 14 2i126 r nowExpiratisa �� � � . � �n �� :�ppro+rat Datatliareh �, 2ti21 Maax ippearalDatr. i :$, 2i21 + ?�pprotslDaaei March 25, 2821 '' � ApprovalDout alareb 25,2@_1 Page 1 E 1 E 2 E -3 PGT Iadn_s&ie% Luc. CGI Windows and Doors, lac PGT Iadhmtries, Inc. NOTICE OF ACCEPTANCE: EV71DENCESUBb111TED NOTICE OF ACCEPTAINCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SLiB11ffTTED 2. Evidence Submitted under previous submittal E. MATERIAL CERMCATIONS (rote) _ 3. NewEvidenceSubmitted 5. Quanm Part SauerSume r.SUg4lyd complying with ASIM C518 Mirtmal Conductivity A. DRAWINGS 0.881 BTU -in/ ht fV-F, ASIM F 1249 WEIR Pass, ASIM D3985 Oqpm-Pwa, ASIM E A. DRAWINGS 1. Drawing No. MD-55W.0 RevB, titled "Vmy1 Sliding Glass Door NOA. (I.NI),', sheets 2190I.G_ Dimbility-No Fog -Pass. (SubmiW usderprevious ArOAN'a 15-NO OS) 1. ihawit g No.1D-5570.a Rev B. tidied -Vinyl Sliding Glass DoorNOA (IW, sheets 1 1 through 21 of 21, pxepared by manufacturer, dated 10,05/15 and last revised on tlrimugli 21 i0,+05115 and }art revised or:02101f21_ 04f22+20, signed and scaled by A_ Lynn Miller PE 6. Q Part complying with ASTM C518 T�rmal Conductivity 2.22 BTU-W se le Lynn illu, P.E.dated sigiied and d Lynn Mom, P. hr $3--F. ASTM F 1249 WV IR�Pw.. AS7M D 1434 Argon Puss, ASIX E Nate Skis consists replacement t of sa> eaistirig iostallaticm st2 v h flat head_ is a B. TESTS 2189 I.G. Durability -No Fog: ASIM E. 546 Dew Point Delvel�omt -20OF is 48 hrs. 1. Test reports on: 1) Air InStratim Test, per FBC, TAS 202-94 (Sxbor##4 and r NOA No 1 "46 BS). 2) Utdonn Static AxPrewa re Test, Leading per FBC, TAS 202-94 7_ Vision Fps, Ltd- Parts cow with PVC-AAMA 303-13, VoUtaq Spermcation B. TESTS 3) Water Resistance Test, per FBC. TAS 20294 for Rigid Polyvmyt adande (PVC) Fear Profiles far Vision Fes, Ltd­VEX- I by 1. None- 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA FMCAMt Ion EX 1CM Pmf�e CtdffE9ion Program. (Sub�n bad srtrder NO Nay 15 C. CALCULATIONS S) Cycle. W=d Pr, a Loadmgper FBC, TAS 203- 4 9409 05) 1_ None- along ir.� wed-W drawer and i� diagram of all PGT Indashr ek Inc. 8_ Visin Exftusiaas� Ltd_ Parts ctrn p4* with PVC-AAMA 303-13_ . i epse ative ututs listed below and tested to,4ualify Dowsl 791 and Dow4 993 silicones, (Sabj~ under NO 4 No.154itJR05) D. QUAI ASSURANCE are pd by F� Testing Laboratory, Inc., Test Reports No_: 9: PVC-AAMA 303-13, Voluntary Spcfi m far Rigid Polyvinyl Cltlmide (,PVC) Exterior FTL-7897, PGT PW5520 PVC Hated W (and 6 is per, dated 09/03/14 Profiles for Vismn ExtrusioosLt&VEX-1 by AAMA Fenestrafim Extedw Ptofne 1. Dade Department of Rey and Ecommic Restnuc+es (11M.. FTL-20-2107.1, PGT SGD780 Akmmmn Sliding Glass Door (unit 7 in proposal) FTL 20- Cafificat;on PMVVM 2107.2, PGTCA740 Aban Outs *Casement Window (unit S in proposal) FTL-20- 10- Notice of Aantsom No. 18-1217.14 issued to Energi Feantratim Solution, USA, Inc. far E. MATERIAL CERTIFICATIONS. 2107.3, PGT PW7620A Ahisminum Fixed Window *it 9 in proposal) and FTL-20-2107A, tbew -Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for 1_ Notes of Ac: MUnce No.199305.02 issued toguraray America, Inc. fortheir PGT PW7620A Ahnamarttm Fixed Window (unit 10 in proposal) dated 07113/20, an signed Windows and Doors`', expiring on. 02ti1412i. "TrosifM Uhradear, Clear, and Color PVB Glass Inteniaytrs', eRming on 07108124- and seined by Idalmis Ortega, P-E_ IL Notice of Acceptance No_ 1"122.02 issued to Fnergi Fenestration, Sotutioi% USA, Inc, for 2_ Notice ofAsxeptance No.17-0808.02 issued toSuraray America, Inc. far their their seines. "White Rigid PVC Ear Extrusions for W61ows and Doors", api6qgon 'aSentryGlhst (Clear and N%Ikitr) Mm Interbrlyers" , e tpiring an 071W3_ C, CALCULATIONS 02r2823. 3_ Notice ofAmeptancx No_ 18-1106.10 issued to VWon F.amisim Linnited for their - Srown I_ Anchor Verification calculations and dal analysis, complying with YBC ' 12_ Notimof Acceptance No_ 20* 203.03 ksued to. Energi Fmesftztim Solution, USA, Inc_ for Coated aWnted or Laminated), Wig Rigid PVC Exterior Erftitsilm for Windows E (2024 dated 04/22120. prepared by mainrf ioN d. and sealed ' by than ` Brom & light shade cap gated White Rigid PVC EvWW Ex1rrsions for and Doors7. ept ing out 0913004. Anthomy Lynn met; RE Windows and Doors", expiti ag o n OVM5. 4_ NoticeofAecgAance No.19-110611 issued to Vision E=usiow Limited for their series 2. Glace complies with ASTM E1360-1f4, i&, -12 and -16. "S'E 1000 Tara 202 and Mohr stales (No*n Vh#0) Rigid Cellular PVC Exterior D. Qi7ALTI'Y° ASSURANCE F. STATE]HENTS Ex tnvsions for R3adows and Doors", a spiting an 12t2921. Dade Dot of Regulatory and Ecommoic Resources (RUX 1. Statement letter of confomance to FBC 76 EAtioa (2020), dated 04,MO, issued by I " lum, signed and Sealed by Anthony Lynn Millet; PE. F. ST LTEMEi M E. MATERIAL CERTIFICATIONS 2. Statement letter of no flowdiml biterest and of independent, issued by mamsfachirer, dated L Statement letter of conformance to FBC 7* Edition (2020), dated 0210i121, issued by L Notice of Acceptance No.19-[t305.02 issued toKnrarar Aga. Inc. fortheir 04/18Q0, wed and sealed by AmdwityLym MZff, P.E. rawsmolum, signed and sealed by Anthony Lynn Miller, PE.' "Trositbit Ultraclear, Clear, and Color P% B Glass Intrerinyr % expiring, on 3. Private I:abeluig Ag cement dot between PGT, dated 03f"15 and stead by all 2_ Private Labeling Agreement dated 03aCWI between, PGT lmd Ine. -and CGI 07/=4- imbedpartim Mrmdows and Doors Inc., signed by Dean M. Ruadr, P.E., V.P. Engihc� an behalf of 2. Notice of`Accgtance No.17-08ii&02 issued toKurarar America, Inc. fortheir bothcompanies. "SeatryGhst (Clear sad White) Glair Iaterbywrs", tag on 07W-3. G. OTHERS 3_ Nester of Acceptance Na. 18-110610 issued to Vision Extiusions, Limited for their 1. Tliis NOA revises NOA# 17-042&06(PTv Tw/CG1) and unlaces toFBC202.0 (7aEdiitien), G. OTHERS `Brown Coated (Painted or Lainin ated) White Rigid PVC Exterior Ex&usious etpiring 04121/21_ 1_ This NOArues & renews NO►4# 20-0429M Oq Aw/C(A), g 04114/26. for W>adows and Deere, UVRM9 an 09/30124. 2_ RER Test proposals. #194.155 dated 01110I", approved by Ishagi_ Cbmida PE, expiring 2. She cument associated PLA. CGI file 9214205.01, expir* 04/14126. 4. Notice of Act3ept;in ce No.19-1106.11 issued toVision Extrusions Limited for their 0411 1 _ seeries "VE 1000 Tan 202 and lighter shades (Nout date) Rigid CeBnlsar PVC 12MM21- Exterior Extrusions for Windows and Doors", expiring on I s ( lahaq l: t;'htiaals; P.E. hag E t:'Laaida, PF. Iduq I, C%ma ds, P.E. Piet Coubmi'Uad &Wwvnw Product Coubw Usk saperst w Prodw Control Usk saparviw NOA Na .n-6Si$:a3 NOA Na 21-020$A3. NOA No.114205.03 Eipirstioa Darr: April 14,1026 F;spiratioa Date: April 14, 2i26 EapirsttvaN*t AWR I4, 2i26 Amr0v*1 Da to- 3arctz 25, 2t121 Approval Da"t March Ik 2021 Approvid Daaat: Adarch is, 2021 E -5 F . E4 August 10, 2022 ^W W /W W j O C— t� Q O .� U I2 Cn � O W a) O tZ 0O 0 U_ M Cn -0 a)s� M E L 0 � O L z z W J M r: c—.s c+�r 0 m LLJ LL Cn E QOj Z Cn Cn CU O CL O Q Q L U O L �J U co m O LCU LU Q z J z Q J SHEET NO. PA 1.4. I I - - - 21 1 W 1 1, 1 i MUMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.swvLeconomy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)- This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.B., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Hetmy A. Makar,, P.E.,,�M.S. P" ,i� �� ✓1✓ _ NOA No. 204630.15 CoutJ J7 Expiration Date: 09/11/2023 • 08�2012e Zo Approval Date: 0&20/2020 Page I Cast -Crete USA, LLC M;1 *W10 Ili A! 1TKElI : mumvp1l Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino RE, dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfdkd Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, AE. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality S).stem Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. eimy A. r, P.E., M.S. Pr uct Control Section Supervisor NOA No. 204630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables" sheets 1 through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared signed and sealed by Craig Parrino, P.E., on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, AE., on March 2Z, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Vzami-Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS B. TESTS 1. None. 1. None. B. TESTS 1 None C. CALCULATIONS 1. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. elmy A. Makar, P.E., M.S. �ielmy A. Maksr, S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 204)630.15 Expiration Date. 09/11/2023 Expiration Date: 09/11/2023 Approval Date: OSR0=0 Approval Date: 08/20/= E-2 E-3 ^W W .O O O >� O O U CD a oO O C 113 'a 0 C (D fD O O M U_ -- CU > .0 F— CU -0 1O .- -6-0 U) sCL Q Q z z W J eh N O c N � tY'8 .= w AJ C2 > W >Z M R C < N % O N = O . 4. m - o d � d io a+ ._ W > c a� > C c � e a � Y O .r. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. L� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). L By dam%Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. C_ F. OTHER F. OTHER 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 ( f) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. CCi 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. Q 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of > L CL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. CL LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 O through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on () January 22, 2019. B. TESTS 1. None. L C. CALCULATIONS 1. None. D. QUALITY ASSURANCE �J CU m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O L w L-Aelmy A. Makar, P.E., M.S. Cl Helmy A. Maker, P.E., M.S. Z Product Control Section Supervisor Product Contra! Section Supervisor J NOA No. 2040630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/1M023 ¢ Approval Date: 08/20/2020 Approval Date: 08/20/2020 J E-4 E-5 a August 10, SHEET NO. PA 1,5, N 111. _ , , - -ui—_.. -- --- - - -- — 1 - - 1 I 1 .1" . 11 9 J 1 L ECO INC. TILLR TESTING R ENGINEERING OOMPANY PRODnCr 6V . 2 2.2. TEST REPORTS: Large missile impact and fatigue load le(1ts were performed under Protocols TAB 201, 203 as r Becton 1826 of the Florida BuildingCoda. Undorm static loads 3 6. MATERIAL C ARACTERISTiCS (1N1�-SPECIFICATIONS: Shah be Strictly lo accordance with General Notes and Components, Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), dewing 1 L ECO INC. TILLIf rEsnNo s tNG1NEeaItMo t:otYIPAEIIY qaLTER h. �y� t, - - nt PRODUCT EVALUATION REPORT r'•�* i m vrATrs T11r1T rR ,r!^ ) wLLbmwX or s,w rLfALi-_ as per 02 Protocol. Test reports prepared Hurricane Engineering 8 P@ po P p Y 9� U19 No.30.176.Anchor apeciiBcatlorna strati be as Indicated on sheets 1, T and 21 of ELLA.,w°°°`".°°as"q Testing, Inc., Reports # 96-568 dated 08109/1996, #96.570 dated 09118/1998, 26, of Product Evaluation Document (P.E.D.). drawing No. 3A-175. PRODUCT' EVALUATION REPORT #9"0 dated OW20/1996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04118119M and # 2128 dated 10/06/1098 witnessed by Gilbert Diamond, P.E. and Report No. 7. L.IIUIITATiONS AND CONDITIONS OF USE,• DATE: July 27, 2020 REPORTNO.: 20•s72i.O1 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: duly 26, 2020 Tensile test report No by Inc., dated March 73, 2009, on sheet 1 of 28, as well es General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUWCATEGiORY: Storm Panels PRODUCT t:ATECi01tY: Shutwm P.E.Meta9urgical, signed and sealed by Frank Gmte, .E. rankDCMGr7 prepared by T'tltaco, Inc. and signed and $salad by Walter A. Tilt, Jr„ P.E. PRODUCT 11tIH-CATEGORY: Storm panels 2. STRUCTURAL ENGINEERINO CALCULATIONS: 7.2" Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panal for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind toad and panel defined on section 1820.2 of the Florida Building Code. MANUFACTURER: Global PlTomcllon Products. LLC MANUFACTUREFIli Global Pmtmfta Products LLQ length based on rational and comparative analysis, and In accordance with section 161 a of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7.3. Product shad only be installed Into poured concrete, concrete block, and wood frame 48W S.W. 51 Street 4800 S.W. 61 Street dated 11/03/00 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E. structures. Davis. Florida 33314 Davie Florids33314 1 UATI RPOSE OF EVALON 3- MISSILE IMe&M REE WANCE: Product Evaluation Report prepared by Walter A. TOM, Jr.. P.E. (Florida License , PURPOSE EVALUATIOW. Thi� a Product Evaluation Report issued by Wetter A. Tltllt, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Coda, as per TAS 201 Protocol' No. 44107), President ofTiltsco, Inc. (Florida CA-0006719). This is a Product Evaluation Reportissued by WattorA. Tltllt, Jr., P.E. (System ID # 1906) to the Global Protaction Products, LLC, Rule Chapter No. ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 51G20.3, Method 1 D of the Florida Department of Business and 4. WIND LOADS RESISTANCE ("vp"rtt.. % 41 61420-3, Method I of the Florida Department of Business and Protesatonal Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Y,�,. �' �; JJEN Protssstonal Regulation. This product is tNTI issued an Evaluation p being Report as described herein, o has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14,15, 44187 This product is being issued an Evaluation Report as described herein, and has been compliance !rI accordance with Seventh Edition of the n for code, Is 16, 18, 25 and 26 of 28 of Product Evaluator Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on shoats 8, 9, 10, 11, G : * been verified for comps amee in accordance with the 2020 Seventh Edition ct the aBoiVerified an Florida Building Code, and to verify that the product is for the purpose Intended uc for et beat equivalent is that required by the Code 14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), { ) ? ��' STATE OF Florida Building Code, end to verify that the product is for the purpose Intended M 1�St equivalent to that required by the Code. This Product dra+IririnQ Na 20.176. 0A1P S/pNgl ENS This Product Evaluation Report be Evaluation Report shall be subject to review and revision in case of 5. INSTALLATION: MunnuuLWL shall subject to review and revision in case of s Building Code change that mayatiect Its limitations and conditions a Building Code change that may affect its limitations snd conditions Installation shall be performed strictly in accordance with details indicated on 2 EVIDENCE SUBMITTED. 2.1. PRODUCT EVALUATION. DOOMMME_NT IP.E.d.1: sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as D;i T1 TEC4 AnMON RECORDS I P. E. REPORT.20 10L09AL PROTECTION PRODUCTS, LLc 120 6AOE IGAILVANIMSTEEL STORM PANIMO WOW20.14 REPORT 020G72B.01 Drawing No. 20-176, titled N20 (GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.). drawling No, 20.174. 2.1. PRODUCT W&LIATION DOCUMENT {P.L12,1: *24 sheets 1 of prepared by TilThis Inc:; signed and sealed by Wetter A. Drawing No.20.175, tried GAGE GALVANIZED STEEL STORM PANEL', Jr.,P. E.; to Tillit, , P.E.; dated 07/28/2020. Tile drawing is an integral part t�yil his Evaluation rt. ,"IL Nlni Repo�It M+} fill - ,, } ! �' 7/T sheets 1 thru 18 of 18 prepared by Tittow, Inc,; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte$$tp hlMii jj�Is A i/( A. �}GENStcGEIII Evaluation Report. �a — 7— No, 44167 E * i* ,k - 7 *1+37 7 STATE OF F�ORiA = 167 �''• '� ass o)?lo q tom' al a � ,r o��, toiaiaA`a� �,`�•S!„ 6355 N.W. 36tb Street, Suite 305, Mtemi, Florida 33166 - Flhoae: (3R5) 871.1530 Bi, ttj iP31 t !Ay,AAAAONAI 1 NifIIHMIL 6355 N.W. 3dth Street, Suite 305, Miar L Florida 33166 - Phone: (305) 871-t A+Jd(tq(3Ti -1531 Nte,It I '1 IN/IIIIHa1H IIIir ai4.iL4Ai.4• B.sl IN CASE 'PAT PRECAST SIONE. OR IML STUCCO OR WOOD DOW= BE FOUND S COING WALL MCHM SHALL BE LOB' ENOAOM OTREACH TCONCRETE HE E MAKE, S'EW C'WNE BD" PW'Et d, I. SIORM NM4 SIIOIN ON 71N15 PROOIACT MAWTON DOCNETAT tP [A) HAS BEEN VF.Rm FOR COMPLIANCE N ANlSDRNK R,ML BE A6 LEIIr10111lD W 8.1) AM N 62). ACCOIDANCE WITHTHE 2020 (7W. EO110M) Co, THE ,M1AIRM NRLONG COOS (C) laWOOD TAW. -scar as= e . (Lg„E■,); WIND LOADS 9HW1 E OE1ERiNED AS PER SECTION fI20 f]F 111E ABOYE AIEMgRED CODE. FOR FOR A WaD EP[ED A6 IIOOUNED BY THE lION WNW THESE SIAnTERS WRl EE NISTALLW Mill 'EMI, - 1/4i TAPCON AANS10R3, AS taM61g1CTURt BY I.i.w. BfllOflU. INC - 014-10 MNDANTE FEMALE 10 AND IAMELLAIE PLUS AN040M AS MANUFACTURED BY ELCO CONSTRICTION PpODOCTS igjfl FOR A OMElrDNMlIT F7LTOR N4ao.I5. USING ASLE 7-Ia AID SWILL NOT EftGEEC 1HE IYURMLRM (ASA.) 1 4'P ll1G SCREWS PER R.O.S. - I DESIGN PRESSME FATWCS INDICATED ON SHEETS 7 THM) 12. t4,. 1% 16, Ta At 20. - 7/1" , S/B' WOW RUSE N0. AS USn OUM BY ALL PORN SCREW, BOLT Alt SPECIALTY CO. N DOM TO VERITY INS ABOVE 001101110H. ULTIMATE DESIGN WND ,.010E DETERMINED PER ASCE 7-16 SHALL RE FIRST IEDUCQD To ASO. DEMON WO LOADS BY MULTIPLYING THEM BY 04 INORDER TO C 1) WO" THREADED PENETRATION INTO Wald OF TRPCOM AWAM SHALL DE F I/r AND 2• FOR ELCO PANELMATE Pus CO W THESE W/ W%. (GSA) DESRRN PRESSURE RATINGS NDR:ATIO ON SMiTS 7 THRU 12, Is, is, /4 t6 t 20. AND PA FINALE FEMALE Q. ORDER iN AILY,ORS THIS PIS TWO WERE 14DF o4Elt S A 1 N BE Cl) 6WOWU TNREAIDF.O PENETRATION O' LAD SCREW. WED THE WOOD FRAME Mill SHALL BE 1 1/2•. NO TIRIEADFD PENETRATION INTO STUCCO SHALL BE CONSOORED AS PART OF THE REWM 11M1EADtn PENETRATION. SSR % R ft L USED NA TO WOO STIFF SIESS FOR 11ND L01DS MMS a USED N illEal ANALTSIS. riLSlOIaK SPACING TO MOOD HAS EOM OE7FRAaAED N F DETE ED At ACCORD94M WITH N.D.S. 201a C3) WMWW EDGE OMTNIDE OF LAD SCRDES. NTO WOW SHALL BE AS ROOM IN THT6 D%WMC SMM•M PMBL•S AOEOUN.Y FOR WOO AND WOO RESISTANCE EI S BEEN VUWIED N ACCORDANCE WTM SECTION t626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE OOMNWM t IESTRNO NC. AUVM 66-50, •6-570 A a6 AND •O0b . C4) 1NwM1Ut1 PENETRATION O BUSWD SHALL BE S/6'1-730 le I-20 SCREWS USED SHALL RE t 1/2• LONG WIMW FOJESIRDM TESTING LAR NO.. REPDNI4 020M t 12126 . AS PROTOCOLS TAS-201, TAS-202 MO TAS-203. "AD STUCCO OW, " 1• WIMMUN FOR WALLS MIN Me SIUCCOL MiRD•AN TEST LAB Q SOAnIt FLORIDA REPORT rOYlI.01-OI, AS PER TAS 201, T14 202 AAD AS WELL STANDARDS. TO 703 RA/gYps. C5) N CASE THAT PRECAST WOW. OR PRECAST CONOKTC PAMEIA SOVCCO a WOW Bi0AM5 BE FOUND ON THE EIIIBTW4C 2 ALL ALLRANDAf EXTRUSIONS To I0a3-tW Audr AND tEawER: (tNLSs OTNEAWIBE NOTED}- SEE SNE[T 2 WILL, AN010RS SMLL BE LAND ENOUGH TO rEAi3N THE AIAN 5TRUCURE BUWD SUCH PANELS 4040PACE yNLL BE AS MPMMEO N CA). C2) t C4) 3 ALL ALIWIAIOY SEET METAL USED AT CL03Up9 SHALL HAVE )405-H14 ALLAY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE SMVDMMFMW06 AND SPECIFICATIONS OF THE ANCHOR'S EAAW rA M A 4 ALL STEEL ,ST EF OESO PANELS IIHAL/FY- e.3 STRUCTURAL R OUA)R SIiEl.. AWN A-633 ATRADE 30 AMIaAtWI. G-60 QALW1107ED Sim oE.aGU,T10N W/FY. SAS M (AIFTER ROLLED). • PANELS MAY ALSO BE 6/S1'Mi® I ORMFTALLY FOLLOW** 0479AAYWN DETAILS WKIN ON SECTION 3 THROUGH to (SHEETS 4 Pf ourHI 6) own "W 14Wom m t 0 SHALL NOT BE USED - 5. ALL SCK TO FK STAMM STEEIL 304 OR 316 AIM SERIES OR COMMON RESISTANT COATED CARBON STEEL AS PER ON t100,a So to YIELD STRENGTH qC 90 UP TENSILE SlflENGM At STYLL COMPLY w/ FLORIDA BUILDING CODE a. ITSItAL► E ?HEPOfI&BIUTY K RESOF THE CONTRACTOR To vDrY THE SOtNTHEpMEsS OF TSTRUCTURE WHERE SHN11'TER f5 M RE 1 - SECTION 24I .3.34. ATTACHED To WSLNIE PROPER ANCHORAGE THIS SHNTTOE S ALI ONLY E ATTACKED TO CIE. 8.DCI OR WOW FRAME "000+5. 6. BOLTS 10 E AMU A-307 CM.WMM SFEEL, tW NEW 304 SERFS SIAPAM 51M OM 36 Hr U"" YIELD STRENOM to. EACH REGULAR STORK PANEL. WITH UENGTHS. OEN W-B flIR0" 12'-4; AS PER SOCMIO/L4 6, 1L N t TO AND AL/ONWNFS (LW, 9W !TOW bN SNEOS 5, 6 t 12 REt.PEC'TN0.Y; SHALL HME A tfOBLE MD READEY VISIBLE MAIIIFW NSIRUEM GOER W r ApCHORS t0 11WL SHALL BE AS FOLLOW TMW W& 1`to SEGWE PANELS WTH AAtMl E t1EVMORCOMENT 1RWNIC Pt760Ds OF HURRICANE WARNNO (A) TO E1e4f71M. PGIANED CdICE1E,. II THE NSTMIATION CONTRAL4LIR IS /0 SIX/CAUUSHUTTER L ALL 6TTER CaEDGES Wf6CN REMAIN IN Wag" CONTACT ON - 1/4'A "CON ANC,,, AS MANUFACTURED BY I.T.WOWLDFX. INC. (W f' -3102 P.1) THE BUILDING To PRMW MAW/RAN ITDM M. - 1/4• F A 7 •N HYAL-AMICHORS, AS FANFACTURED BY DDWALT NO. (MNc- . I'3000 P.LL} - I14'W A 3/4-SOW-SET ANCHORS. AS Da OWMD BY ALL POW SCREW, BOIL t SPECIALTY CO. 12. STORM PANEL 66TALLAWN SHALL COMPLY WIN4W EELS 0ATIO IN THIS ORMRNG PLUS ANY BIRLUND AND ZONNC REGULATIONS (Uri. re-3000 r.N-L) PROVOED BY THE AURND1crtol, MERE PERMIT IS WIZ To. - 114-10 ►MNEIAMIE FEMALE D At PANELMATE PLUS ANC,tORS. AS MANUFACTURED BY ELCO CCR7RUCTON PRWVCM (MN. 1'-3350 P-i.) 13. (a) THIS PRODUCT EOUATNON DOCVLENT (P.ED.} PREPARED BY THE ENONEFR 15 BOOK AND DOES Not FRDWX MORINTNN - 1/4•0 OF TAP -GRIP ANCHOR& AS MANUFACTURED BY IRU-FAST CORPORATION (re-3600 p—) FOR A SITE SPOOK PAOJECT; 1.4. MERE TIE SITE CONDITIONS DEVIATE FROM THE PEA At) AEMOM DAMMMFIE OF TAPCON ANCH0115 INTO POUIRD CONCRETE SFALL E 1 3/4•: 2' FOR PANELMAX FEMALE (6) CONTRACTOR TO E REPWGSLE FOR THE SELECTION, MADO E AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON Tom PE.O PRWOEO HElow DOES WOEVN7E FROM THE CONDITIONS pETAAEp ON TWS ODCLAEM 0 AND PMEMALTE PLUS AND 1 1/4' FOR OF TAP ANCHORS. CONSTRUCTION SAFETY AT SITE 0 THE CONTRACRMrS RESP'ONMOY.. AI) CNX-N At SOW-W AMCHM SHALL E E►EE GED 7/e' INTO THE POUND[) CONCRETE NO EEIEDMENI KID (C) THIS POMKI C49.tA OL WV" WILL E LON90ERED WNAJO E MOOIFED,. STUCCO SMALL E PO4MI O. 1/4. 4-20 SCRM USED 94LL E 1 1/2' LONG fAINNUM SHOULD SILK= 01M. RD I• MNWIRM FOR WALLS W1 H NO WUCO. ,AND EMY E HEADED SCREWS OR ALL TEIREAM SCAM W/O WAD. (n) SITE SPOCIM FROAECTS SHALL E PREPARED A A FLOA M ImOSTO1W ENGINEER OR ARCHITECT WHICH WILL BECOME THE on WITH MIND NUS. ENGINEER W RECORD (EaR} FOR THE PROJECT NO WHO BILL E RESPONSIBLE FOR THE PROPER USE OF THE ►.ED. ENC6EER ar REWRO. ICTNC As A 04FJGTEb ENONiER To THE A.3) N CASE THAI PRECAST STONE. RECAST CONCRETE PANELS, FWAOI;. STUCCO OR WOW RDIRDS E FOND ON ME P.E.O. ENGINEER. 51fALL SUBMIT10 TTN6 uT1ER T)E VIE SPECFTC ORAWtn03 ITlR BE,Rtl1. EXISTING WALL OR FINK N40MS MALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE Doom SUCH PANELS ANCNOWa SAIL BE AS MDRXM N At) AND N A2) (0) THIS P.ED. 944U BEAN THE DATE AND OMOOM SEAL AND SWTLRE OF 1TE PROFESSIONAL EIDNM QF RCOf10 TWT PREPARED IT. W m /4' 0 TAPOONJ ANC ORS A WML UFAC - I/4' I TAPOON ANCHORS AS MiMa1FACT1Rlm E 1. 1 W B1ItDEX. RC. t4 SHUTTER MAIXACIUREWS LABEL SHALL BE LOCATED ON A PLULT VKIBE LOCATION AT SrglW PANEL 51111rIW N ACCORDANCE KIM SECTION 1700.I.3 Or FU~ BUILDING, CODE ONE LABEL - f/4• a . 7/3' CAIH-N MLT ANCADRS, AS MANUFACTURED BY DEVMC (MIN. a -1500 P—) $KILL E PLACED FOR EVM OPENING. LABELING To C(WPLY Room SECTION I706.6.2 OF THE - 1/4•0 13/4- SOUO-SET ANCHORS. As DISI 4WW BY ALL PONT SCREW, Bat t SPMALTY CO. (MW. Cntaeo ol"J.) - /14-10 PPAN .MAlt FDA" D AND PANELWTE PLUS ANCHORS, AS MAAUFACRNED BY IWO WNSTRIWTDN FLORIDA BULOM CODE. 1-^ �Tm stau. ONLY BE USED TO PRODUCTS (Mat. V�207i PI.I.} oBTNN PO%WIS IN THE STATE OF FLORIDA µ - 1/4• W u• TAP -GRIP ANCHORS. AS WANUFACTINED BY TRU-FASE CORPORATION 55" TIP*, - •••.•�• /l �� B.1) MRM W LOOMOrr Or TAPCON MICRONS. ELGO PNEIMATES AND OF TAP-GW MNCIOE NTD •" •vC FLORIOA BUILDING CEI� M h w" NMrb• BLOCK UNIT SMU BE 1 1/4•. u^ iTrZ:t.L _ .omo taTrm Ao 20 "BE 6p vANM STEEL 410101 PANEL 92) u4A-N t saLD-sET A1W}LOR'S SHALL BE ETeFDOED t/a• INTO THE CONCRETE BLOOM urn. No .f�67 INTO STUCCO SWY.L BE PERMEM. 1/4' 0-20 SCREWS USED LPLL BE I t/2- LONG IEaMUMPim l T.•i1DN Wr„H,yT,E,�.EIOS1, C .- ANp 1' tANIMIN FOR WALS WRN NO STXX;O. C7A �__,—`_ I L�E A i_ i i 1 ) r rn 'G"NE°TE a E b. • t CONGNM 59i�P:6 WAt%A�$"At— ''� O,A, r O ft a an a "OUCH Wea) STAtfI 3/6.1 INSTALLATION DETAILS FOR REGULAR PANELS(l) A 1�) INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES aN1 m MICDRI Weals 6f°�i= of s} Whims A rAIMW1W 0)) i pa 1 a,4 am— I Damn AWFKT7 r - MHL_ CONCRETE ItEOtIfMFD. f i •,sA _,_. i • ,Ste �W''�/�' CAM VA 0 � ' 1F offac WE. It 810n • ,e I ' ,a t/Y or. i ED. ) yr T,e 17y NA a }- IW5TaN0 POYRgQ f Lo. � � CONC EFF BL to VY - N fIOCREI[ BLOW ` WMRER BLOCK IIBOIAIEO. -.o t REOWIED. t + t \ ..s,• IW� , r�. T• MM D.__-\ w a°I°"IaoeaNLaErt IILYtLIL! ,` - NP Era • oc 1 4 !/,7 44• OOIrAE7[ AttrAala .7t ,• t+a fo•aHt[ a— � •� ara� am a MIap1 a) \ Wa75 a 1,IIOI,IH 67 Wt6R aWaDIpN 6) KALE 3/9-t 'Low.; SCALE 3/••1 Ell. Al EDGE 06M M (SEE SCHEDULE ON SHEETS s ! W) j $ A+Tsn EDa CYBIBI►ITON ■ sF[TW1KS: _ AIIICIION6 ._g�aEtE�RE aR IRlcls • iHR011a1 to SCALE 3/9-1- TOP & 90TTOM CMMMM IN ANY SW CAN BE COMPONENTS FOR REGULAR A LIFE SAFETY (SCALE 1/2-17 STORM PANELS (TOTAL "-- -1(r7iiClNi MOM) ------------------ f,'1., I i I1 / i.sb0•--' /�. ,6.2S1YN-o aOM- MAI. Tllpi _ /�.1 _ AMam A-M 2.�7' tYP. Dow vRMYED STEEL EDGE 2 2�') TYP. OMOEe-0EODAty. / !TIMED ` 'i _� EDGE -a � lroN r a-" OALv. cc" �_tlD111tD \ EA % I — A 4RD' UiTAE A i 4Wd --------^--------- -___,.__..._.-_. _...-----_ _._ _ © STORY PAt,WI (� END STORY PAWL J L a. AMIIRS MND lY• f , ,too' JRE• .760',� JG 6WWE6 ��' •12S W/ NETR" ED=`., } I 1W R a i `5t f1Y0 ItItFFO 61 E1[lEW i r} 'I'. .- W,u ) .sae' ( 12 ,�Ds. 12 i�o.c. tOAY 3.375• 2.425• Aim A•Y •W3' 2.0100' 251.600• 1.500' :ale• fit . 0' 7S• a�TAW,atE I 1KTNL t R I 1._ L ..r'"�f • " I', R a 375� 1 MED VIEWL— (AP R .:Oa•'C lr...__..�_._.._,...3' ym.,..._�.-.�_. �.._1.a00•_..: LSWJ �iNmEo coRNER a ENDS �auPxazs Arm, (-- s.aoo'" 2000•----- END UP W/ D EDGE. twH O Whit HEADER i\3 Sty' HEADER 4i� � � Atoll WITH STUD ® ANGLE WITH(N.T.S) —� ors INIVIM STUD r wu W. C—r 1/14 • V14 a .374' .374' 7.000• IV low L- r �.360• 1.4g7i.ON• .1{2S'r {..-- iw ■> t . 1a..iT' O KEY HOLE WASHER awe• (rA)) � • awG63• • OALVAIIn.FA 4I*—tWCKEL � .37 i61i ALTETNAWiCY, UK WAO MR WART •7 TwIW TTFLI ON MOM HRATER NrG}. OR 1 mm-Hi W, 1W00NMMWOR O m OA I 0 6 M r MkL �U -T6B•f T a .1 v- 310' �.ISVJ-114"►.2a 30 SBMES I jar .376• _ 1 BN' �'��BJ4C r i i Mt61E • +t� OC. ,oar f, tAi6• i 750" AW _ ,us** 2.000•— —rya © WF• TRACK ANGLE s aW •FW TRACK ® FLAT PLATED vmm STUD ..wMINMMIr._ IyT•_:77T 1-t$COyHME E aF�NMta ® AT OpMpEi(,IIIPWIa ;- i�r� 4•� YAIaJ cur t�t>aiLAtr. L■t SaFlIT APaJ L L row Stun t'APtL STSItda sans I�*musta /) 1 T' 1 le f it W ( 1 RF0LWAM 1 II pp J M i__•K,F'�."—„'- _. -_...„ _ 6CI{E 3/LMI MAoaM 4,L Liu. CASE a LAN) I Ii:> I 1k tF's-�AiuyN. •CAiiiA W'., IIpp�� �IRI r I�gllatr 1 � �4. wni,f •Ct i••' r GAR ; � � i r ♦� rIWIIWI S � �yi�'IG1M Q 1 1 i - ED. a„� V' 1 NNE 3/�6• SG6CD IMI' CONCRETE 0= i% A. IA•Wf — wmr - N P OMU10r MOCal6 4 E-,• M� + 1 - �1t .. - - - - - �WL AMi�A Ole SCWOMS a — \ am= I poouw 9)ALG� NAIE 3/NaT. GRANy rare 11m" --=ETaSTTD • THICK r MD[ A ,ERRS . A ED. � ON 1 :-O -0 CASE F !PLAN) 1HCI co PLAIT dt 1' 4 ppyTa1a SROCOO/ Pt. WOW PUQE SPACER _ (.. O SHEETS S t a) SOW3/14. Tt • � ' WIDE A VAMEs A t/I• , •� 1 AOfF FOR C01laMT1oN 11F I45: A" tUBE OR 1' . VAM ,�Ei6NOW0°DTRAni`� O1 i TOP Of BOTTOM MOUNIPIN 0 BE T,O,IOlW ANCIORa i COMBINED IN ANY WAY TO SUIT ANY Cart SHE6 I THMDLU ON Cent. INSTAIUTgtr. _ - p aW�a[t T 1r2• w.. CONCRETE KOOK miCW_4ai1t�0i'tNw sECTI011 x-x trNl a/a.,'BOTMM TRACKS CCO/1111000 RUM 2 Large missile impact load tests were performed under SSTD 12.99 standard ae per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reporte prepared by American Testing Lab of South Floride, Report # 0814.07-01 dated 03M 1102 witnessed by William R. Mehner. P.E. Borix Moroz, P.E. and Henry Hattem, P.E. and {:report No. 0219.01-09, dated February 25, 2009, signed and Basted by Edmundo Largaospods, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 6 203 as per section 1809.1.2 of the Florida Building Code. Teel Report prepared by American Testing Lab of South Florida, Report No.114.01-1% dated tdavember23, 2010. signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by OC Metallurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, P.E, as perASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofeno, P.E. as per ASTM E-8. On 24 Gage Galvanized Stoat Storm Panel for maximum panel length vs. design wi nd load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1004 of the Florida Building Code. Calcutatlorls prepared by Tlfteco, Inc., dated 12M SMO and 08/27/13 (for this revision), signed and sealed by Walter A. 7111k, Jr., P.E. 3• MISSILE IMPACT RESISTANCE;; Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 24 Gage Galvanized Steel Stone Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on ehsats 3, 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, 10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.)I drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. _0EMd'F 4:" 0167 1/4, 2/4. 3/4. 4/4. 5/5. 7/5. 1W/10. 2W/10, 3W/10. 4w/10. 5100/10. sw/11 t 7w/ti ANCHM: FOR iXTtVCI1EiE SEE SCHW" ON SNE16 B t T FOR WOW SEE S£CT*d ON SHEM 10 t /, O / ,, 0 3 Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (F.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. I.. -MATERIAL CHARACTIMATICS AND SPECIFICATIONS• Shall be strictly in aocdrdamx a with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Anchor specifications shall be as Indlasted on sheet 1 of 18, of Product Evaluation Document (P.E.D.), dnewiing No. 20-175. 7, 1. Shall be strictly in compliance with General Notes No. 1. 8 thru 14. Indicated on sheen of 18 of Product Evaluation Document P.E.D.), drawing No. 20.178 prepared by Tilleeo, Inc. and signed and sealed by Walter A. TAIit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section Ie20.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and WOW franca structures. Product Evaluation Report prepared by Walter A. Will, Jr„ P.E. (Florida License No. 44167), President of Tllteoo, Inc. (Florida CA-00061`19). WATILL D_t TILTE,CO AD,MON ReCORpe 0, E. REPORT.2C GALVANIZED STEEL STORM PANEL (DRWO0 20-1761 6/5 r HMN 'rI. YN.� BOLTED P44EL5 W/ 1/4 (SEE SECTIONS AS APPLICABLE) `• I 17J�©•V'® l�J°F3, -. 1/4. 2/4. 3/4. 4/4, 5/5. 7/5. s_r►wt a ,• 1W/10, ZW/10. 3w/10. 4w/10. B' SW/10. eW/i1 a 7W/11 /S AW N=; FOR COACRITE SEE SOMLI ON SHOO 6 t I---- -. me WOOD SEE SECTDNC ON ON" 10 t 11 REGULAR STORM PANELS Cl) Ail( 9 ELEVATION N.T.S. 2r• I/4' MCA. GAP Ay W Dow .1 THM MMLT') If Tax. r:P 1/c4• , 44167 ATE : W DRi own I"I°0 a Done. QEO 20 Not GALVANSTEEL STOea PANEL o,,M W. PROTECTION PRODUCTS. LLC .aC IO m PRO our. a mu now Doolo" 444IL rw ommo-ore 67JIv+•R Ire H,L ► a A • LW• Ma a r„ G-QIO67TF W14TWL A 1UT a., P 20-176 ORRWK Ile a,•� IN - IOU 3 r IF ^W W Cn Cu .•.� U N 2 !Z � O -a O .� CU U C (D OL C C r� CU O O CO LL_ p CU > .� E W S i � -0 6 C !Z Q en / N C'= CV !M .o 0 LAJ C a- a r CT o W 40 V N 'o +r C Om x LA. p.. N CO N C ►. d cz EO � N all .s. C c o v v m 7 to G3 'd J7 2 E 0 u V 0 INSTALLATION DETAILS FOR REGULAR PANELS dt C1a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ppyq�p ��II�p ►Q{�p AMCHDNS TO CONCRETE SEE $CHROME ON BMW a -�L( .10aE 8�00C1RE1E I ON LAFIONETE BOCK f—SiL WNCIC2 BLOOL ,3, mom PGL 6NOW SE SECLDMB ON TEFT T2 3�---I }+ REoIARl9 "_(SLE sI51WML Gt 1 �1�R j= �NpI[1[ AAp10R,6 i I* MML QWL V~ .1 was W"M E6. Tawm wW i• LwSa..,�.. �1, o W) ( 6a0E0Ma GFN l (...—... soNlmtlu NT r _ D„y, I /B WyIE � � (1) StanN OF 17 S,IN 774:I i O 4i•70.1 II f I I :I I I , ' •�'�• ; I R\ � I "`� '\ j � I i 1 I ease r/ i I � I ; !�� _r 1 ICU All, o iii at ' r'r+w O { S M ry wmr W i 1 . GNAT •ran � I r E I I' f -� / i e I 1 I CCt 111 r 1 w>�N •I I it i I �-�- '���I I ail I �j iY ,I of V '•yy,1 Q ItpV-m,Y r: PN'rBN,'_ I I h/4ahaai-. mmLs�ASYWaLTs W/ MAX IsYW wt •aLI, +_ .l IWNO wrrnN i— d MFRRo riRAMat M/YDaM. ITntALAP I i iWasMt I l i i � 1 ; I: 1 I � I � I I Box �.N,a or1,1e� Ea,aw+E,Nw rH/IA. V r-aA6, I BW 'MNIf--T I or IV . � ; six~�S ft.0.Y»®at® BB t�/lE 1" Ma.l E t' , Win or *V ' I. Yin. 77/ /%// 1 MAX AK MR CaNCRETE SEE SCHEDULE:oN slat a FOR WOW SEE SECi1oF6 ON SHIBET 12 MAR E - 1Scam STOW • e 1 SWLE 3/32•.1 O i /r of T —LJ 1/4' IWIL GAP, nL - P++ 2.1 WLL" i.i.. 1 4• I �,J 4•A-10,3/4• S.S, Bah M i OELaM ., W11Ctt Sn, .,, CU M.. , �ii/ 7/a•,s/,12' wN0 Nut 1 a 12 , as t C0110ROC ANGDAEIN CD `aw" ON am GSE[ Sa1miRL ONSHM 61 °1� 1,�. - a SEC'fIDH A A fTw.) ■ ODMCNR a ISMNLR a 6EaWFD SGYL 7/3Y., � `v puff.G1 TING Offl AM� 06 DWCT UMNTM �ITB. m RULE 3/Mt" fCI1LE 3/6.1 11.1 t�► A. 7l(y/p � EN ' • L' FLORIDA IMIa. M CooE Nurrtaan. ZNW „err unit WeM rTWM!• ; No 44167 4a0I0 t"°C° "a tD GAGE GALVA"M STEEL ST M PANEL FP. Q ED. - rDGE 06rAtICE -- - DO W ar. Z (SEE SCHEDULE ON TOP t BOTTOM Mo1NEIWIGs CAN BE * D __ PROTECTION lama Ts, Lid r altos SFW B) COMBINED IN ANY WAY TO SUIT ANY IL E C O NNB- a00 BAD, 1RTm Z 9'• INSTALLATION, d'•. ,eS RID.•: u s a f a, WIW.a L wN0-176 Nr 064 m7 ► FAIL or4)sr-rr/ 2oRNNN FAF SSi NA solis'i,oNMNFn-,WI ww Nl a • �'- P * ale. • r a J SHEET NO. SH 1.0. SENSE L � 1 MOa n WALL AND FLOOR MOUNTING INSTALLATION FOR.'. _,. SPLIT PANELS ooaaa w a•EAa oN •T�■a'� CM.F.[ �Wmwffi 'r A. mw a E \ r'rr MN. CA. S HAND am _ .. •1s sow , ���-_'� N44a1 • Is aR�lr w .e sap AIOI - son-M 4LV, V MY ul - . •wN a 1242"ON ma4M • - - i � \ I �- Mary6%OIOOA �sinsxai r a< Y \I .. wo:,!c�a. \ \. SAM BLACK I( a�',IrnA1�NLs�LEW /�.4 C a m Yr 2 f ,a s�YO IS - � !- ;• L ' wWOO ww • em "Low fNm 1r � •� 1 IWAV ,gES'j�{._Y-Y OI rµ .'1tL4'GIILL.P,ELEYATIQM SPACE I)r-t' '9WE 1N'••1''�iwuelNlO SONI 1 I Aim w,re'aaa Mw. L uum Maxon MIA, EPAM (FL) • TUBE MIAuON » 41a•i NORMSsoon" wEa.fn a'rt'»rN x W"m as T E, ` ••,., > r-a• To 3•-ar r. 4". +/r •m' • a r-Ir TO r-r r A r. 1/6' %% s.,ESmRE .PRhum SECTIMI i 0 ppRR B0110M m 1HA M laP LOCAImJA7 TOP OR S0N10M PIDING. l•1E PANRL OPENaia W/ lUE R 60IT0Ap unT.L1.T1oN - ri,EOFA.T(vc tw SCAM 1/4' _ /' XULAINum rSTAu A TwE 2W 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.&O. DESIGN LOADS UP TO 455.5, -72.0 P,a,f. AND PANEL'S LENGTH UP TO 8'-B'. 2. FOR NEw WOOD FRAME CONSTRUCTION: WOOD, MEMBERS 70 BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF OAS OR EQUAL NOTE FOR COIIBWMlm OF ['f1OS: TOP a BOTTOM MOUNTINGS CAN COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. wNoan 4N0Rws cm smem" malt 14) CONCRETE ANCHM NQ SCHAM at SAINT 14) FWJM wNaE+E I � � I i I I = f-aee acllmuE IFON I � so®uE I'ml au "°IMt snR • Ii t/3�oc solo aEi1 / r MA. �T. In4i eh' •le LONE toaTi :i I oe. ( , (a�i1+4 aR. 4 L t riy I I I I � I COLIM9 t rum 11OUKT■ I WALL A FLOW MOUNT= MTA=TM - ALTf■LLTIVE AW 7, A�Tfows - AL_trwALINE fv ( c"m a TOP is UWW TO 480.6-87,o MRS. sum Ile a I" ASA. It t I PURE RATING) qAn see • r4,/r .e ) sums B w ..MI. AND, A,vo w assare. •ii,sM•R• rLaw Ilouili ■6 DWALL►IM - S MIM uW WALL 1/4- » 1" S� ..._� I'lli 1 2/4 261/4, 3/4 a1 IV4 , 2, t .Q Aft" w/Iw LSE Sam FMNELS --I of WFE ISELOM i� Fa' I west. -- La REOIRM m No1E /ef1AW) ""-- '---------_ WJo /1LT2AM 1RAaa EONCErt ANCHORS (Slr STET A CO"CWZ ANOwsCUM�--- WALL MOUNT= INSTAL WALL AM IRM MdlNnNO NiSTALlAT1ON - SECTION I SOAIV 31r - 1• -SECTION 2 SCALE, 318• - 1• MOLES ON LEE SAFM •I„a,A P 'N•a±1'>• ,ATRN : F.. UR SAFETY STORM LOCKrCD AS AN 00 PANEL (FIRST OR LAST PANG) PFWEL. OR AS INTERIOR MY PMt1 UWAIM IN KnVEEN ENO PRNEL,SANEL UFE SAFETY PANELS MW OR AMY NOT BE KWUM ADAICENT TO R[GUUR P•WELS (SIN/ OR w/O EOIRM TRACKS.) 2 LIFE SAFETYS1lQq�� PANEL CONSISTS O' MOM GALWAVO SIM STORM PANEL AS PER H:oYPpNl4TiLL0a5. SHEET 2 OF ORAWIG. THIS tNVlp. ITSELF ro BE REMOVED M aSfALLED FROM THE OOM OF STRUCTURE. 3. LSE SAFETY PAN& REGUMEE TOP TRACK TO LIE CONPOMENT BOTTOM TRAM, ro BE A6 PER SHEET 2 OF TONS OMNING. IQ COLMONSSI! E aSTALLm aWll OR ►LAOR MOIR= FOLLOWING SECTIONS 1 a ,••' 2 ON n65 AS WEµ AS DETALs I a 2 ON SHEET 14. 3;•,-' V * MMI. LENGTH FOR COMPOENI S IV. Na. WHOM SPACING FOR cmwwmf ®ANCHORAGE AT BORON S CNEN ON B SCHEDULES a 2. SHEET 14.�, COIIPOt1E11T� MAY BE PERMANENT OR MEMORABLE. S. SEE OEULS FOR OWALLA/GN INTO Woos FRAME gUuo 5 am SHEET IS. 8 SEE SHEET ► FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE WALLAIM O SPACES AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCC0/WO00 WOL -rN aFlO•� ' f PREL OPTION #1 FOR WEE S6 STORM LSE SAFrriY 31OIaA CPU" bINL K1VtR E /WOHOm w R►NI 11AIbLE m P1CLIEAIE S a11ORL0 BE INVAUD 01 ASSIGNED FROM xaWE ELEVATION OF STRUCIIINE. SOME 3/32'el' 80� GAS ArwrO1P sm New I) SECTION 9-B SOME 3/32--l- UMMUM A.S.D. DESIGN PRESSURE RATING (M.f.) AND CORRESPONDING MAtlMUll PANEL LENGTH NLw SCHEDULE t„11n .w,r ,Ow —.,A rra DwYY 1ATN,Nt AN New NWY,11¢ .Hue, ,A ION 4aRe,a a a A t• NAaaM Asat ° tONs .iE Nd aa, �y�t '�"�o OWt°OM ►Ap OaO11nN a 6a1 ,as.s. -710 r a m IO 1 IN' ummm 111a0 a! 7 ,S&A -a2a 3V-r TO r-s• Aft. 2 3/r UMW I TNNI a A 7 reaA -li0 lw_r m 111-r SAN, 2 1/2• `� • ••aa ,a0 t2•-4. OR Less 3 1/s • •�•'LOW 0. a A ,0 " SOUL W/ 1/00-mi, ai Itt ! wow 17 caw t mnmI a WIL MAXIMUM A.S.D. OFSION F21MURE RATING (p.t_f•jAND CORRESPONOM M=MUM ANCHOR SPACING SC FOR REGULAR STORM PANELS Ci7 t INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE K= STRUCTURES LAMA Ally FOR P msCt)a QA161S►A UAra S As PE11 EDION6 I rau 7. am SEES 4 a e) ,AAIO M AEA. DESIGN w m; S(Aa..) +IAIMM Aaawi WWOfM Nall Ea - a I/r » APPUCIANS 10 � a Tpi �•M 1• tAtOON CF Imp -Ow am-w rwamor Saws t 0 1 rur W Commit 10 COMCNI'Rc 10 COMMON: 10 ONCAM m COSMIC To a � m Commit 10 == E KOOK m mmm 10ylyyy OMalgliE r 4/4 k/A N/A r N/A r 4)a r N/A 11aPN r r N/A WA r r r or or r I (•ow r N/A NJA N/A r M/A r WA r NA 1 Ou" r N/A N/A N/A r N/A r NIA r NA 3 pww +aLa• -710 r WA N/A N/A r NJA r M/A r WA 3 ! , (TOP) r-a' aW tts 01 =5 r r N/A NJA r r r r r C 3 �) r NA WA WA r NJA • N/A r N/A 7) N/A WA r r r r r r 4 R 7 (eOTraM) NJA OVA ,s Ilr a V.- ,2 1/r a 1,W a I/r a ,/4' a I/,• a t/4• a f+a►/•aTaHO ffi M M 10 t It FOR AMOWIR TM ! WORKS Sa WW AWR SM wa MW wNOR10. I/�p1 IMNE AW I4YYM ®E atlfTA m AREIlSM" am i S" SON ES Um SPACING NOR abl0afb ON OteOaE ipJOO N101011 /MUIiML,010 W:0 vim ON CONSUL al' mW lauaaK WAS, NOR m OMISSION MOOR E POMNR& mn m - - I aaa•RA IRK {SCUM w•M MIN a LESS Oft MDMNN aPAOM mum VON FAM sofa vm a 4Ab m CARS& IIOa 11R 1/4S 1/41 Ip1 V^ I/^ -1/11 Mow mul ONNI .aR•� R\ WR•0 WA01M 011 3 a 3 1 a ,AI 3 ••a3pw•,w seer N 3 1 a a 3 3 ,/3 µ,rt 0aer w N a a R ,h t 1/a • 3 1/s IOML Im TIE NWim 1 AN 1 — 3 >• ,s ,m ,s AS 3, Im 1s ,m 1 Sam ON r s�To GLASS. EDP. Eo 1 i S1 r La . Va' la1R swat m come ` 1 \ / 1/4ti sta' S3 YS t S 1/r OC no MILL wow L• m a'-r 4m a gr Dec INUM" UP TO r-r Wa 014-10 Na11Al.OE ION" R a p ,MSO! ' 3� WmIDJWF Plllt • 17 +/s' a G a101 , ,/Y i N INEAam PaanwTRtl a MOMM a aanb woos rwE roR it RL umm M m r-r Um RLE lfGfESI 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TD +55.5. -710 PSF AND PANEL'S LENGTH UP TO r-r 2. FOR NLW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.36 OR EQUAL NOTE FOR TION OF SELX2fi: TOP t BOTTOM MOUNTINGS CAN BE COMm11@ IN ANY WAY TO SUIT ANY OWALLATiON. L lie1, .•.•• iJ L r iJlWil rl'�' ja I �� ,, � ©• III- ..�RU{ Ill T;,.. Il) 4, l� • .11. .r')_ else L:_� • 1� L: 1 NIA: .1 • •11L 71 +)..•):Hal ,• fl: ,tll } �LOCATION a OW PANEL snA7s i0A(NI�iA %2 1/2' O. C I7oO NpD PAE OX Cal. (au O Y ltl (OWE q 1/4• IteE Ile EE ,jl-1NIEAfOR NANEl L—ETC PANLL �°tN 8 —a, 4' aclWnLxE auRalAE kU.._ ! t•-a• IBA DETAIL 2 : FLOOR MOIJKD NQ INSTALLATION (APPLICABLE TO SCHEDULE 21 SO"- 3/Ir . 1' WMIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING m"Imum PANEL LENGTH RM SCHEDULE LIP1SYiHss eLa_r m .ranks 1 ! : AeN•alrn FOR tsr sAFrn scowl DIIRt 2MH oN sllrrl ISI. Asa4-ftlamt IM10RAc WHO + WPM a t LFRwMI ONO Ie61c PLUS to ll4 // ♦ ISBN i M1VNtlaMM1TIwOBL m ommm 10 moma, x m OHG[ MOM wO aLXa SSA. -72A r N/A WA r WA r N/A 6• N/A I t 2 (TOP) W-W OR Lffi r 7' W' 6' r 6' 6` 9' e' 6' t (BORON) +66A -72A r WA WA N/A r N/A r N/A e' N/A 1 a 2 MOP) 10 T-r r D' r IS. r 7 1/2' JP*r 6' S` 1 (BOTTOM) +56.a -7"r-r N/A WA M/A r N/A r N/A. r NIA .err 1 a 2 ) -r To r-r 4' r r 6' 6• 8' 6• r 6' 1 (BORON) r Ast cam Fl1OlARc H MW R Vr W M M la I NItL7 tli a ¢at t Y 1fw g011aP asYO SA"LuCANLE TO ELTMS t im NNUMttI LENGTH 1� OF THEM -61.5 3• r ♦ 1 ' 4 yr 2 (BO1TOMG r-r OR LESS +52.8 -66.0 3- j 3• a 4• 2 (somto r-6. co LOS +66A -72A 2 1/2' 2 1/2- 4• 3 1/2' 2 (BOTTOM) r-r OR LESS +SSA -72A 2 t/2' 2 ,/2• N/A N/A 2 (BmtoM) r-6• ro e'-r SS.O -72.D 1 N/A N/A r I r 2 r-r TO Ir-e I wm ANN, MORN, O- Ye. IM4 OE MMM asNRNla1m3ew p am IRS CaNEN ,ass -71s sm m62T 16 FOR A,am "m t SPACING IN #ovu " INTO WOOD Famt 61 m Meow no" >1AC m NR wo m an Oar*= AE.1eRm M ems SDMRL Fee La. Los I" sRA:Altn ON MIME EO, MOM219"m ar MAlatamM oaAi 000 ON sum" of NE NLLNMe FACM" FOR Wi aebwMN TO E POWKL om m wow wk m LOW PALM SOL NOT E LOSS INN momm owns ODOM NOW 00U no" 14R A mma MIND, wOa 1TIW 1/4`s 1/44 1/41 I/4Y I/4TI T//Ow 0 9FA am" Mw now awar Mq 3 3 3 a DAMAaNa1Nf3 a0 3 a 3 3 3 •a lr,l w a 3 3 ,/E 3 VA dR m IIWIm +, 11- A 1 - pr 1A im - ,m tAUD ONLY FOR I•UaLAMIOIS AS PEN SECTIONS 1 THW 10. ON SHEETS A. 8 t h M1Km A60. OElION rESStIN Flowm VAM M IMM SAAOI I Na LA - 3 1/r sM"m D a Axr DDIaaIN+ON a TIQI a mAm SWAM tO1eIN 1. 01.) CF TAP-W - •AEAs SmASCON >R Ts COMORM CONCETE max m CONCOM m aRbRnE ow" 10 w0cm mA C*LAm aDrx m CONCRETE m CONCRIM Sax m CNICW7[ m caIRAOE BLOCK m OOnOca m mNICRa6 am 6" N/A N/A N/A B' N/A 6• N/A r N/A N/A N/A 1 mm 6' {' N/A N/A 8' 6' 6' 6' 6` 6` N/A NJA I (BOTTOM) r N/A N/A N/A 6' N/A 6' N/A 6" N/A N/A N/A 2 (TOP) r WA N/A NJA Ir NA 1• N/A 5- N/A WA MIA 2 (BOTTOM) W6A, -7L0 8' NIA WA N/A r NJA r N/A a' N/A NJA N/A 3 t 4 (TOP) >r-r TO 8'-8" OR LESS r4' N/A N/A 6' r a' 6' 6' 8' WA N/A 3 (BOTTOM) r N/A WA NIA 8` N/A r N/A 6' WA M/A N/A 7 QO+) 6• 4- WA N/A e' r Ir 6• 6' 8' N/A N/A 4 A 7 (BOTTOM) NJA NJA 12 I/r 8 1/4- 12 Ilr 6 1/4• 6 1/4• a 1/4" 8 1/4' 6 1/4- N/A N/A S (TOP/BOTTOM) BOA. -6J.3 N/A N/A 12 I/r 6 1/4' 12 1/2' a 1/4' 6 1/4` 6 1/r 6 1/4' 6 1/4- NJA N/A 6 (TOP/BOTTOY) -r 10 11'-2• BSA. -72.0 N/A N/A 6 1/4' N/A 8 I/4' N/A 6 Ile 6 1/r a 1/4' 8 1/4' M/A N/A 6 (TOP/BOTTOM) '-r TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4- 8 1/4- 6 1/4' 6, S. 10 (TOP) -45.0 r r N/A N/A N/A N/A WA N/A r 6` 6 1/4- a 1/4' 1 a (BOTTOM) 12'-4" OR LESS OR LE95 6• 4' N/A N/A k/A NJA N/A N/A 6' 6' 6 1/4• 6 1/4- 6 (BOTTOM) N/A N/A NJA NJA N/A N/A N/A N/A 6 1/4' 6 1/4' a 1/4' 6 1/4' 10 (BOTTOM) ax wNFEts 10. 11 Alb Is FOR A400M SM t SPAM ROR aR2WAROW ORO WOO MAK @ULM& M WJM ANCHOR SPRCINE AM SOMAI ON WPM AM WOOM 00 I,i SCmRE. FOR EA Hm r" mum ON S0®UE SAA'E ANCHOR RAILCAR by 0,00"m WPM LIMN ON mama MY INS FOuomm ►ACIORL I0Eli OPOW M m ME MISSILE LACK O•IANm WILING FACTOR W ALL Na MELESS MIN M RMM lRACM 400410 FOR EACH ANCHOR WK R MOM UOUA alga TWI 1/4S 1/411 tpti 1/49 1/^ I/4t1 WILSON a W-pP OMxrI aO11e-EI M NFPRa WNW t.i 3 a 3 3 s ,/A 3 «AAAA— Osier I 3 3 1 3 31/2 al -A "NowA•"Now�r 0AI a 3 a ,/a a 1/2 4 3 to AOML m sm omm r A -a T O R I �• 3► - - a1 r 1.00 - 1m IAS E ayr- Im Im Im Ih/0 FWla3AtATE PLINS nomm wm WAMm OW ono • ; AM/ Me Q4soWolAs M ! sETe ioN mN. A--- -__. 1 um" ME 1) 2w aaw Maxon pNmT ALZ sDmE 3/a-t D1REL'T MOM/ Yi djJQj� scut&UM1 I. ISTAUATIONS FOR ALTER)MTNES /W, BIN t 1OW ONLY VAUD FOR BUILDINGS WIN A.S.O. DESIGN LOGOS UP TO +43.8. -48.0 P.a.f, AND PANEL'S LENGTH UP 10 12'-4• L FOR NEW WOOD FRAME CONSTRUCrIOW WOOD MEMBERS TO BE SOUTHERN PIE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL �fE 1+OR Id11BMLA3IO/ or SECTION TOP a BOTTOM MOUNTINGS CAN BE COMBINED I ANY WAY TO SUIT ANY INSTALLATION. ��i'' It th/0-PNELAIA7E PLUS OWING MONO WORM m _' • ... Nei m.R• f l , - • I + i 20140" ON FOR m_ sum Lamm SNNCL Lamm f UNR1��� I J1 4 a LAC;sCEms i MM. 71♦iFAOFD �� �I: �I MblwO or AM INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM tJ+/.p IAs aDMMa a r as W/ INTO EXISTING WOOD STRUCTURES m'bollwa .+WA• � 1 I ON I 1 I I *A= "mgmem ALURNATIVE 1 ALTERNATIVE 2 I W�•a51 I I i I Ea EO ON EL i I I I i k Yr apQQ PtAE 8 a.A. ALTERNATIVE_3 ALTERNATIVE "e"~4 �EOUIO �I ltat a- 011w! I I/r 1/411d/e' LAW LIB amewR W/ v v lm ss M3 • r oz. a ALTERNATIVE WOOD FRAME CONDITIONS k MCHOR LOCATIONS 1/4►-ss PIFaIANIR /Ulmf b.O PAIHWNatE /lA1a • r OC W 1 ,/a' lee. sma 31r - t• S4NE LAM La RIERIIRI011 m wpm ,loT[ : aunWl ,a,aa NOT m,prl ImH cAAIr WALL MOUNTING INSTALLATION ALTERNATIVE 1 W soma Aw - I• L6tCt 1. ,ION = ARE ONLY wAA IN "DIM WH Aim OEM LOADS U► m ,ss34 -a2A PIN AW FANIXS MIRTH OP TO r-r. !. no "I KO L7:I CMNMTRgV%V*a OtiMOI TO E LNUIIgN to VJ cu Cems/ ) U C O N C Q cu O -0 �- .� U .� � c CQ Cu U 2 Q C O LL_ O cn E L Q� O L 0- cu .a V,/ N � W O t o. o p ti cc w C Li O N N L Yf aN c Q � =N d C .Sr Q d � O7 a°ia O ca mac•=. tom. C A43 a. t3 cn W cn cu O a� C U c O 0 cn W Q Z Z Q J SHEET NO. S H 181 1 ­m, 111111-11-11w ­ 1111--'. 11 - I- - I I I I I - -1 - I I I - I ji 11 ! V " , IS I V -1 ISM SMT04 ON SHEETS 17. 10. 19 Ak 20).-- MUL 307, 0117. $04 7. 46/17, WIL MIN, WN/M 700116 a IAW/0 n 0 0 0 0 AM Fi T___T__yT T I T -1 T_ 31 MAX 11 UK +wee. MAX (SEE SCHEDULE) PANEL LENGTH %71wil I "a wew& me tws, l0-"14,/I.I. MAIL r MILL. a &Ww $1WAS. TWA$ Aam/2D IOdA I. -ANCHORS (set sivon ON SHEM 17. to. is a OPTION #2 FOR UEE SAFETY STORM PANELCI) ELEVATION SCALE 3/16*.Il We aw -0 i-oaaa law Imam (D FORM Zan= SECTION A -A WAS: 3/ter-1- 4 .1 11 wraw-ioM Isis] 11 MAXIMUM A.S.D. DES" PRESSURE Max. PANEL LENGTH L (ft.) MWWUM SEPARATION PANE L RATING (p.z.fj (SEE SECTIONS)TO GLASS CONDITION +55.0. -72.0 a. -a. 2 3/4 UNOWED F IX" mom am SWIM" MOM) am am it* V uft FARM L019TH (am Nw I wEuO" 1,14 S.S. G L CONT, M4'0 UPCON 0 C O.C. "raw= Ez� IUD) OF PLATE PLAn L_Q='D PLATE WAU 111111101M WAU w9m WEN"M i FREW"AAM FINSM %FM MILM sciLir SOME 3/r-l" am, 1. MMUAT" AM ONLY W" FOR 100WINS WIN "0. DOOM WO to TO +9" -no Per Am Foals 1.0101114 UP IQ W-W. 2- FOR NET am MAE c000vmxnm tIlOOD "WAS Im K sounem pser No. 2. W/ vwm ODSW or am OR EQUAI. n 1 410 IMPOON 0 Ir D.C. ED I I awl. TWNE*BW MIAVER AT TAM HEADER t Ver V NMI.GLASS mom Low" am NOT 110 (SEE Men, I wag" FARM W NOWNIft 10 _01w sbdm" am am in i S.I. IKLL IFAw 7 . 3 an WL THREADED !PVCMVM AT ,wwwvni W7 I t/MY =44*SjL M.S. W/ 1/=44%�L *I -y Ilwollarlftm wm Mo RASHER WOW) Tipm 0 r 0z Wk. IWWAOM AT WIDWON Or PLAN: WOO PLATE Boon PLATE NU WON FUWAM AN WALE 3/6•-,* AANM a IN RIM Imam M SCALE 3/e-1, 20 UK "LVAKIIII) ISM UM PMEL GLOM Imo PRODUM Uc. how. p"pei'-ft* wHAML A. e p")IN-ap *?/swam ace, aF�Mrp Pm� • Wa ft: 00 �_ 0A.000719 ' FAM T"ff j nano U& a 4414V 20-176 I J-=--Jmw to or at COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-l7 .I&iw (MAL WIDTH) (D a. STORM PANELS am UP W/ HEMMED, EDGE. 7` MOMEnw VIEW MML RQUIVED CORNER 0 ENDS OF PANEL'S END LAP W/ MENIMED EDGE (N.T3) r 125 L L_3' Ma.--J T 3-ij:(Min.) ALUM. AN= O SMP am Ill LONG 6083-75 Mon. ALLOY Ilr. 3.. w 9 .250 F_ RMRSED "h" 7R= PAK 1 1"4 awl -is AUM ALLOY 33= i 25' rx3"Chinx.) ALUM. ANOU Foi-1 4 INSTALLATION INTO ;1APM ANCHORS D.C. SUM REQUIRED pm waxem DETAILS FOR OPTION #2 FOR LIFE SAFEN STORM PANEL SYSTEM STRUCTURES ghoe ;T~ m POUND CONCRETE, ON cow KOM OWWAW EXISTING PO ED CONCRM OR CONC_jLeRETE BLOCK iM Wpm ONCIRM PARED m-K sia BLOCK MMUNO J _-IL4; TAPCON ANCHORS D.0 14,31M Mo. FC t/4* T M_ 4* Lc: 3/,Ir 00410 MR 0 12 I/r D.C, t. ZM= --w*CONCRETE .Mx 0DCx mmumm ou Nam= MUSLAM a SCALE 3/8--t- 11 . , - 1 # F, T 4- 3/32' WAOM (00100 BEYOND) I TOPCON ANCHORS I D.0 IN/ SRO) WMJL MWO I,LIE L1i.E61a�4 SPA 1114112 Is a 0 AN ono"K A, $Mom WIFE SPAIMS, to 110"LLARPS On 10110 04 a fTrArE NAUWL WMV ANCHOR WOOM NO WOMAN EON[ MOM= AK mom= ON "a z 3 Boom M E.D. I= . . 20141tu am= APCM wrom of 1111"KNOR 1"Aw me" ON valw= OROM MY INK Faim" FAMM MR TIM OPDAIgI TO BE P010" IMPUM Ift" aw*n low ACTOR ow" Mw Is U135 Tow wmw Ifte" manaw IN am Now YM 04 no GONEME r A. St I 1 Am. Loom I AIM WAU "kM I I ATU'Al db SCALE 3/1`-1* hit06% 1. UkAlxm ARE ONLY VOIA MR "URAWKIS ON A&D, M" LOADS up TO +w.b. -72.0 ow AND PANEL'S UNM up To W-151. L MR NER WOOD FRAME CONST%JCTM: WOOD MEMBERS 70 K SOUTHERN PILE NO. z W/ SPECS ODOM OF 035 OR MUM_ 1/2 1 00- 4-" M.S. 01 Woo NUT WISHER wit WASHER 41 12 I1r D.C. TAPOON 44ORM 11r D.C. a 4 Ilr D.C. Nzwo"11-CONGE7E ILL REAMIRED WAL MWIM It WAUAM WALL MMOM NVAUAM 1p M0:LrI a $04LE 31W.1' SCALE 31e.7" F! I i 7T)TVA 3KT774 1111: a WTV-.1i lam LENGIN , KLOW) L1 LAJ_J_L_LL_L_LIII R 111-V I I I 11T I 1 I V I 40 x . -L, 1111111 ILZI I 11m [I U1 I I I I 1 111111 [Ill 1114 $a NOTE 4 L r. FOR =KAM AMPOW In ar P=Ww ON Mo "M am n2 on Mo/ OR •xmi TO, BE OW&M-o-ticm AU:j rw TVI= QUAMN FOR em SEEM-- 'is" WAR MIDGE 70 FAW I - EZ HANG STOW PANEL (D SYSTIEM n" -A a* /4. Waw r4loe NO, GAP SECTMIN 8-8 A;A- (t). IW'FHN6TMDII eF SkTrwW taerf E - 2 NANO STORM PANEL SYSTEM 00l66TIC0 O PANEL + E - 2 HANG STORM PANEL SYSTEM CONSMRNG OF PANEL AT BOTTOM W/ PAMMMAIM TRAM TOP A BOTTOM. (2) SHAU. ALWAYS K CONNECTED TO BOrWM TRACK OTHERWISE A STOP 60 (2), END PANELS SHALL ALWAYS K CONNECTS SILL WALL BY MEANS OF , .p TO PANELMAM IF USED 1p � 15 UONG TRACK AT END FAMELS MWED 1032VK FROMM AT IMP OF SUCH PANELS, SHALL K TO V/11, I.C. WO4 MIT �0=- AM(d. AS ;LL�11 (3). P�����SHALL CDR= OF OCICINSIED AN, THUMBSCREW EITHER OF IN (3). FUR CASES MEN 00 PANELS ARE AT DO PANELS ARE NOT STOP EXTERIOR FLAT FLANGES OF END PANIL BAR r"M PROVIDED AT TOP OF 9LN;M PATERS. (4) N CASE THAT END PRIELS ARE NOT CMWM TO BOTTOM TRACK PA. A STOP BAR IS ONLY USED AT IW3 Al LEW TWO PANELS SMALL K CONNECTED 10 BOTTOM 111" USING SPECS 0=90 DO NOTE IN a" CASE, CONNECTION OF PANELS (4). FOR eRREM no PANELS MM SOW INN BratCAMUND MOLwTw E= pMNfL wV= r/ VW)ACL 10 90770M 111" MAY - At LOCATION. MA Y PANEUAQM go. ON mew" :�.K USED . ) ACT :U:-1 SOTTONI TOACx TO WALL TAPS (S� SEE SECTION 1% S' 0 4' ON SIW 24. SEE ANCHOR SCHEDULE ON SHEET Saw WMAM MR NOT IrMAW USED j �Vgg 0 NEED TO K CONNECTED 1 Mwr w =. USCA METALED LEFT SUCH Pit & NOW SIRE OFU OF PANEL) W THEIR ;:&X WAM (a. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TAPCOM ANCHORS 1APOON ANCHORS a 9 D.C. i r O.C. TZONTIE .I, PEOLOW j 3/ar.w wa NUT RINSER WAU lot= RUWAMN a M&L SCALE 316•-l" m SMINT is a a me AMMU ron A AIRWto9YM WOONG FOR INSIALUNRING Wfl) 9= ift mane weas QQ FORM 11AU)M11L Woo" ANCH" am= Am AWWAN Met Davin Am SMAIND of "a ==a FOR La LM IMAM 0010019 ON amm" mm mom VOODOO IN MAMMA INDOOR MM 00 SOMU W IN FOLUMM FAVION. FDA - CARRION 10 IS FOSSILS. IMMUCID 1001:00 *Now= Ulm flam MUL Mp K UMS THAN M$rAM VACM ­­- FOR SOW MANOR 709 ON "ft SPOPULE r tAM IAO a yr F- -- 4-- i U If LAO 3 -Maw-Alt XINZER WOOD) WALL MAIN= N Al I Ayfinw 0 SCALE ,PNIEL I E-Z H1NRG STORM PANEL SHOWN ON TWO PRODUCT [WALIANTIM DOCUMENT (P.LOJ HAS BEEN VERIFIED FM COMPLIANCE IN 8 1) MOMMUM DAMMEW OF TAPCCN ANCHORS AND RNMELMATE FEMALE 4) & PAPaMA1E PLUS WO CONCRETE ACCORDAOICE ON THE 2020 (7th EDITION) OF THE FLORIDA ausam com K= SMALL K 1 1/4-. DESIGN MO LOAN WALL K MTDMMHED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 11.2) M0W1AUM EMINIMMENT OF 1/4'0 X 7/e CALK-44 ANCHORS SHALL BE 5 7/8' 0170 CONCRETE. WHERE = SHUTTERS 111M=U" NO ag[DWO KID MY FINNH MATERIAL. SHALL K PERMITTED. 7_ NOT ACEr ,HE PA� UJCAR� FOR A Is AM Sf) 1/4, 0­20 SS SKIEWAIX BOLTS USED SHALL K LONG DOX0"" MY MMSH MATERIAL DOM To DES01 PRESSURE RATINDS INDICATED ON SHEETS 25 A, 26. EMOAGE 3/4' WO ANCHORS. IN ON" TO VERIFY THE ABOVE CONNION, ULTIMATE DESIGN WOO LOADS WOOM PER ASCE 7-15 SMALL K FIRST REDUCED TO A.S.D. OEM WIND LOADS BY MUKTIPLYM TOO& BY 0.6 IN CAM To L3) IN CASE THAT PRECAST STOPC ON PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL TO COMPARE THESE W1 MAX. (ASV) DEPON PRESSURE $10300M WICKIED ON SHEETS 25 * 20. ANO"M WALL BE LM ENOUGH TO NL4CH THE MUM STRUCTURE ep" SUCH PANELS. 4404MWE SHALL K AS WOMOOM IN 11,11) 40 Of L2), AN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PXIL AS TESTED WERE NO OVER STRESSED, A 332 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAR ISM USED 09 It" ANALYSIS. FASTENERS SPACNOG TO ON PAS KEN DETERMINED 0 ACCORDANCE WITH N.O.S. 201S. (C) ANCHM SKL INISTALLED FQUWOWINO ALL OF THE REDWA)WWM AND 1PIECH'10904 OF THE ANCHORS MAMUFACTURER STORM PANEL•S ADMIANCY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE 017% SECTION 1428 OF .BE I ABOVE MENIVIONES), CODE AS PER FENESTRATION TESTING LABOOMIORY. INC.RUM 0 2032. AS PROTOCOLS INS-201, It n *LOU K THE RESPONSIBILITY OF THE CONTRACTOR TO VIN" THE SOUNDNESS or THE STRUCTURE WHERE SHUTTER TAS-202 AM 1AS-203. 6 TO K ATTACHED TO WSUIRE PROPER SCHORAM THIS SHUTTER DVAL ONLY K ATTA.CHM TO CONCREM BLOCK Z DO SYSTEM HAS BEEN OEM" TO K 06TAUM ON THE OUTSIDE OF THE OPMW G ACCERSINTHE OPENING FROM THE OR WOW FRAME BUILDINGS. *I=== OF A LADOCIR OR LIFT, THIS APPLICATION IS VALID WHEN MIALLATION 15 INIENDED It BE PERFORMED 12, THE 0453ALLATON COWINUCTOft 6 To SOIL/CAULK ALL SHUTTER COMPONENT EDGE$ WHOM RERANM IN CONTINUOUS FROM OF STRUCTURE. CONTACT WITH THE BUILDING 70 PREVENT WIND/RAIN INTFUSIONC CALK AND SEAL SNORER TRACKS ALL AROUND FULL LENCTH. 3. SERIES, 1000 0WALLATION 6 APPMAKE TO WNW AND DOUBLE HUNG STYLE WINDOWS WHEN OW41AIM IS REQUIRED 10 BE PERFORMED FROM THE INSIDE Or STRUCTURL M STORM PANEL INSIALATION SMILL COMPLY WITH SPECS INOWATED IN M Dw" Puts ANY WWM AM ZONING REGULATIONS FROMM BY THE X WHERE PERMIT Is APPUM To 4. SUM 2DOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUM AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN IMST&LATION 6 RMORM TO BE PERFORMED FROM THE MOM OF STRUCTURE. 14. ATRIUM wMDows AND DOOM W_ I - Z HANG STOW PAREI. SYSTEM- 15 FOMW ODOR. S. ALL ALUMNAUM EXIRUSORG TO K 8063-TS NAM AND TEMPER. (UNUMS OtHOMSE NOTED) 15 (a) IHIS PRODUCT EVALUATION DOCUMENT PREPARED BY INS ENDOW IS GENERA NO DOES NOT PROME 1* ALL ALUMINUM SHEET METAL USED AT CLOSURES WALL HAVE 3105-0114 OU.M. WORIATION FOR A SITE SPECIFIC Pft"Cr: Le. WHERE NNE SITE CONDITIONS DEWNE FROM THE P-E.D. (b) PLOWAM O K MVW4ftP.O. THE SULECTION, HASE WISDALATION MOCLUDM LIFE SAFETY OF 1. ALL STEEL STETMETAL PA&PANELSSMALL tow STRUCTURAL CUALm STEEL. Am A-453 WOE so min, amomM STEEL THISCONTRACTOR PRODUCTT BASED ON THIS PSPROVIDED HVSHE DOM NOT WAATE FROM THE CDMXRONS WTAOM ON DESIGMTKIN W/Fy- SILS IN (INTER U RELIED). THIS DOCUMENT. CONSTRUCTION &*try AT STIE IS THE CONTRACTOOFS RESPONSIBILITY 9. ALL SCREWS 70 K STAINLESS STEEL 304 OR 316 AISI SERIES OR COMMON RMWAMT COALED CARBON STEEL AS PER CM (c) IN$ PRODUCT EVALUXIM DOCUMENT VRLIL K CONSIDERED MANE IF MODIFIED 50018 W/ 50 k9i I= STRENKITH AND 90 kW TENSAZ STRENGTH & SHALL COMPLY W/ FLOINDA, 11UPOW CODE SECTION 24113.3.4 (d) 9TE SFWM PROJECTS SMAU, W PREPARED, BY A FLOW REGISTEND, ENINM OR AO MCI WOW WILL S. BOLTS M K ASTM A-307 G"ANIZED STEEL. OR AID 304 SERIES STANOLESS STEEL WrrH 36 1W MINNUM YIELD STROWN. DEODMIE THE MKCDOF RECORD FOR 1% PROJECT AND WHO WILL WE RESPONSIBLE FOR THE. PROPpF =" UK OF THE EER A DELEGIONED ENGINEER TO INE P.E.D. EMQMIMRC SHALL tO. ANCHORS 70 WALL SWAJ. 13E AS FOLLOWS: S~ TO THIS LATTER THE SITE SPECIFIC CROMS FOR REVIEW (A) (e) ING VSZ, BALL BEAR rot DATE AND ORIGN4 SEAL AND SKINATURIE OF 74 PROYESSARIAL ENDINEEIR or qro TAFew Awom As NAMUwAcivaw Br tYw. BORDER, Re, PAML re-3112 PA,C) RECORD THAT PREPARED M 1/4 ' 0 A Y/A' COAX -IN ANCHORS. AS MANUFACTURED BY DEWALT W_ (MAP. Ft -,ROB "I.) Is. a, PANEL MAORIFACTURM LMIM SILL BE LOCATED 04 A HEADILY VONLE LOCATION AT SMM PANEL IN 0 14- 10 PANEILMATIE FEMALE AD & PANDAMN PLUS ANCHORS. AS M~ACTURED 10 ELCO CONSTRI)CMIN PRODUCTS. ACCORDANCE wrym SECTION 17094J OF FLORIDA SIL"M CODE ONE LABEL SHALL K PLACID FOR EVERY OIMEMNM (re-mw P. LABELING TO COMPLY WIN SECTION 1709.94 OF' THE FLORIDA SLOLA04 CODE. A.11) MINIMUM EMIMMENT OF TAPCON ANCHORS MO POURED CONCRETE SMALL K 1 3/4- NO 2- FOR PAMELMATE FEMALE ID & PANELMATE PUS. A2) W*" DAMWEW OF 114-0 X ?lr CALK-IM ANCHORS SAIL K 5 7/8' INTO CONCRETE. NO ERNIMMENT Nito ANY FINISH MATERIAL SHALL K PERMITTED. 1/4- 0-20 35 SDE%#AX SOLIS USED WALL K LONG ENOUG)HP310" ANY FINISH VATERSM. Dow) TO 04WA 314' wM ANCHORS. A.3) 01 CAN IHAT PRMFGT STOML PRECAST CONCRETE KWJA ON PAVERS K P)LIND ON THE EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE WIND SUCH PANELS. ANCHORAGE SHALL .... ... K AS MEW10" IN A.1) AND IN A.2). No. 44167 (9) In pusma WALL - 1/a' 0 TRAM ANCHORS AS ~ACnJRED BY I.TM. BUR= INC FLOOKIA DUUM CODE (fth VIeloaft Nu - X 1/4 0 ?/V CALX-4M ANCHORS, AS MANUFACTURED BY DEWALT INC. (C-1500 MOM* TLISM W- 20 COW GALVANIZED MR 9M PANEL - 114-10 PANELMKTE FINALE 0 AM PAMELARTE PLUS ANCHICK AS MANUFACTURED BYp.&i.) LOD COMSTRUCTKAI Iz PRODUCTS (r_wl Ow') uar/ -a- - - _% _.. _.. - min ArAL-1 SCALE• Ilr - t, INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM P-ANEL(I)INTD POURED CONCRETE OR CONCRETE BLOCK �axoeA 4 'Nows p M-07-7\ �--V!!- WOW `Sj IN: SOON" k-maiv- 4- 10 MARLMAP Woo"" I p tltl WALK 3/8-1- Joe" aw 214MVIC0140 FAILWaLun AMR P BOSH AAtCa ..tr* OMLLMN Vft 10FNow Mow M sww AN 0 awwH 30 law Hurricane Cn N -Cu a) 2 1.CL !CL 0 0 CU 0 Cn C a) =3 -0 CU 0 0 -CU -0 CO -0 0 C L_ 0 -0 C 0 CU U_ 0 > Cn .- -a W & CU- 2 Cx. .4- Ca. -OBB-110 U) CU > 0 CU Cl) CIO M Uj z z SHEET NO. SH 1.2� 11 e I I I I I - - _ B - - -L 11 --- 1 I _ -A'I "" ' F I' I 1 _y _ RA160-pMi%) (BEE 10 I.ON f4i0RW11 nm.- +9a0. -733 Tr an Uw 2 0/1r BOLTED • i'• 2'. 3'. tw, +4" -15.3 7r OR LESS 2 7/s. BOLTED • a• ! 4w IIPAAR®APIOIr WITIW Oi R aNWi AT WS1<AP ! 4W w RFfl LLHWI3 � 1D OE 6 NUmIN A40CM SINGING FOR L a.. 3 I/r " AFRK'Ar2 to "O'B Tpli OF 11101 VAX" Pun LUMM .ut PRESSURE TAPOM OMR�1 momm E "VAX a KVMA%M mm t0 Ommw t0 aammar E 10 EOI=m BLOCK W ComamCONDOM ILM tr N/A Ir N/A 12• N/A 1r N/A 1• k 2' (TOP) 11' rs Ir r S• 4• S• 4• ' gym) Ir 3• Ir S• S• 6• B• Ir ' ) 6&0. -753 N/A N/A N/A N/A N/A N/A t2 1/r I1• 2' (SDTW 70, ON LESS r wA B 1/r N/A 4 1/2- N/A 4 1/r N/A 3' (MP) 12' N/A Tr N/A 9 1/2" N/A 9 1/r N/A T (BOTTOM) 12• N/A Ir N/A fr N/A 12• N/A 4' (TOP) Ir r Ir 9 1/2• 12• 11• 12' 1 11• 4• ="am, a UMIED TO 66.0 W. LSD. OEM PROMME RATING, A BEE S@T n FOR ANCHORS TYPE k SIMCMO Fm I60WA7gIG /110 WOOD WAS BIROIG. MIrAN NIGIIOII WVCIIBS NO MIMM :SCE DOW= AN 6OMM ON THIS 904131 L FOR E0. LLe6 TKAI 94KA M all SWMK E REDUCE AUmGIR SPACING N MI WONT SEXING SOW ON JIMMU BY 9E FOUGNIM FACMNr. FOR an OPeWaOM 70 K POUNK RIKIICaO WAC O owAm mm FACTOR for BE tFaf TMN MNYA wmm NNOARD FOR EACH ANCHORTYPE a /ImlOO AI� TOOK 11/4S 1 1/41* 1/41. 1/4. up" wK N r AlAtelm teWCH9 9.3 3 J 3 3 t 1/A wuwlAPn. aw1.a qa3 a ] 3 3 OarRM mk 9W 3 ] to 3 1/F 4 LOBE EA wmm - 3 t/r I- At r Im tm m ] 1 1A6 - In t + REOURM WA OISTArDE BETWEEN BOTTOM OF PAML 11 1 I IT AND 0 10 E: /2• Ile I Fei H +v+ *111I MMc OIST9LS BETWEEN B0TO1 OFPANEL MID (A AD BC 3/ir 3/,r 1 Asa. COMPONENTS FOR REGULAR, LIFE SAFETY do E-Z HANG STORM PANEL SYSTEMS (STALE 1/2�17 .--- .- -------tS.123' (701111. PAID" Wwc7AE wIOIIO------- -.193' •� 11.Y•lOr3/P 7/4' LISP.) - --- .37" f.�Ss WRIE•7,®/a• 7 ���3i31-..77.aSO• �% 1' T2'Jr ar .ILN•-!T - fa• a.'1 7) 300. •... i• I I ,1300• ! N.r L IBr 1v'l- .250 `I i aALTPeeIIO >AE4 �.:/ b `% ' �• ,.671• �t 1 �..�t EDGE ABM As6a TIP, 1 2. ! : •� - TES. 1DIlr MOMAN -CEEAL A G-90BEN211Y. E Z7 IL �.q�4• .90D•-�1 .725.1 STORM PALL -----------•------- .350' '-1.]60•--' OCML A� TOW- �- FROM UOPT TO IBEtlO IT / 1/2UD -Ii= �-�r­J a DO A3 LIST BONE OF PANEL r�2 WLtM HEADER Or TRACK © ANIKE WM STUD ',. 1OYP. LOP mK O.DN' (MTV) lwttg D3D tA'_• GALIat1a2ED STEEL SUS' I U It1RIED EDGE _ IO.OY T 1 rpm ..a 6.125 ,f yF•32�6N5•F3 ��- 1467• #.US' --'1 --' - - 2,20 - ; 'SOME1111C VIEW NM A -3r � � OR ROUNDED CORNER O ENDS RF PANEL'S U . AM .off• Z '- 1 ENO UP' W/ HEMAAED EOOE L_„..... 525� .126' i T---2.378• --; r��� mMoc OF POMMIWASU 3.750• ,G72• 2 t ,Lr,•:.Orr) Q 3KEY 105-M7NOIi WASHER © KEY MOLE AT PANEL -�•• - (- , W55E SIM 6 FDA ADplllm/L L121• ?w _ AiY Low"r aT3Evc LOAM IB , 1'. OBI• R 12a• t OKY IPLIB To 1N6FNUGOMb INTO ® MDaO SmLcrY S. 12r 2• I t W6DIT 3.750• �.)i I T50' O REV, NHM HEADER ® 'U,r HEADER I I, fT►J 1" MAIL t0 S• Mm. yr�Ww3Wu� (@ J TRACK ,4•].00D•---. eo6/-TB ALL01• A• t t' a r 1 It<N WLE1 A (USE ONLY FOR E 2 MANG S7(MW PANEL i I! ' - .lab• (....,._ -i_i N�°• .47o� js7s• '. r_ : •'• vCEN SYSTEM) 60as-T6 ALUM. ALLOY W. i@ @I I I� 9UILD-Ol1T NF" TRACK ©dl WASHERED WINQNUT (7AWC 3 ALLOY) S"Em 9 THOUGH ON SHEET 3) SHEETS l THROUGH TU) EO I EEL)) yW'Y-3o.r ; I BA�tA� MITI 1••'4') � 1• Mm. -1 'i PANEL Loom SCHEDULE (OWN S M 3) _ aas t_ LJ gar OF V 1 IZ 7/r mc. I I R;oIGtETE ANCNOR3____ OF WALL OR SLAB SHEETS 9 T RCIUCHOIH 0) T. CONDITION) CONCRETE MC14OW 11 i (SM SMM MIS CH----ED.- SHEETS 9 THOUGH 10) '. SCALE 3/e-1• ALTERNATE ANCORS CONCRETE SHEETS 9 THROUGHCH 10) na -WER ATE LEG S& a& -w MI • ,3 t/3• ac 1 1 I YaP.r , _."..'r3`! � .e -�- R 1• Spa. PANEL LENGTH j�3 �`�---' 1 MAIL N } (SEE SCHEDULE FDR SPACER k 70 CLASS MEC SCHEDULE It 10 TO CLASS LL ON - s �pt<Ii W I t -II N SPACER �__A_ - • - :' � - SIN tm nta m UeON pIt 7'f) 1MIEL tENK?HC SHEET 3) ' OF # T , 1 H in ' --- ..-.-.__j L �� - F w yAf CONCRM ANCHORS (SEE socka ON *1ws a THROUGH TOY— 2 1/r LOG MAX ALUMINUM SPACERS O =' ' D.C. VAD FOR I ALL Do" EXISTWO ON CONCRETE BLOCK CN ._.. - UENGIHS PER A3. ND PANEL . 1 MAXLOW ALAW" SPACEN9 O 12 1/2. O.C. (SEE TABLE /1 ON VAE15 9 k 10,) BGMF 3/e-,• INSTALLATION DETAILS FOR SERIES 2000 k 1000 E-Z HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES 1/4-0 LAC 901101/11 e r U. W/ I 4Y LAC SAFES r 6 QC. W M nd"m PDEMSDN 10 DaSN1INa TY000 HTADOI Od RIPOURIOP to rr. 1OODNLI FDETRATnN t a a mmE va to EAIBtea aoao N130a. N OD Ora)9 _ QOW. /t4.1• S.K& FA Do O O.C. W/ 3(4.42p�a/4•(SS OE . DEGi i/N ! NAM Y.S. 9I�/a2•O WWO 3EAOD3. Mwmm PA or am& 3/Ir Aft Am TCTIII' M a EVRY (D &M.saMDI S (A. OM aRYa )At 2 a/Ir Gn. '0 01,418. M7AAYs n LVPY OVE•RAP EU 4T 'r , h. , -A _� a ., f 4Y P,WELrAT[ fDAYL r 1 '6. 4• PAGn11AE PLUS W/ g I 1 a6 •,GTE M 9LLO1Fl __ty Pf M110N0 I�3� O.G ' (r, + wonA. PETEiIM, PON • 12' ff_l WALL Am WMDa7oaN oN D0 A WALElla- L •w SCiWI tp•.1• ALTERNATIVE 1"MT SCALE 1/4•-1• Inas 1. NSTAUATI NS AM ONLY IMIo FOR N�pp,= WIIH A&D. OFL71W LOADS UP TO +66a. _75.3 PR AM PANELS ILGTI) UP TO V- a. g L PPpa Palm. 2W WW/a SPECFIIfXNSC VID""..""oon � ToK swtNFRV B 116E AS MNi'llq!(7Q%fblliXTON NO iK1QS{(I�E m$®OPAT.�AM/W aH f000 MIOOa >IEA6 INiWNATGN 11PE W 91HT bT. AS Wppp /eAgRW CM IRA ,!0 SUIT � K aOIrIKD IN IMtY ALT�JBiAtNVE TOP EKAOE! WOOD P 904E 1/4' • 1• NON : MIIITIER iW.CKS AGT 4/NIN FIR LUAXTT' No. �'',• 7k7k 9 . Sul OF frees A= aY LAG 9fREWs • r O.C. W/ 1/r V., TIEWAM "mm?" O0T910 WOOD HFAOFA. T�J4Y/-63pr][4. MS ,M MN 7. 12 r WAG ORAL Hat• - ry-! DL 00 OF aI aeIAN. 1/24 ! '-+ IKGG WM0 3EaiNND �6r 7/e' 1!i E Tr- 1 wiv z To GLASS. I14'*-JftV1r 1 TAR • ELER 9 ( of y6q 1 Ms ! It M 1 n.N ) 11 iw �4Y- 3NUi 1 1y + Al M 1 4 6- NOC It, BELOW} `�. l I '� 1 4Y-90d�rYlAOiOW/ 7/I•M.3/32• \ taeL War I '` :�• Y„. /I Vk fiIlAm k r aC W/ 1 1/3' Al.. tINRFMEO aENEtIATim /4'4 LAS SCAM W (2) y ' .I/2' Yh INWADED PfMETWaIOM OF RAT REOVAUDIN�IN PLATE � � on ONN Em null .... '" ` W SCALE 1/0-1. 410313 tiTSa I,C 20 GAGE GALVANIZED STEEL STORY ►ANa Yam' OWN 9G: L ECO�� PROTECTION PRODUCTS. Li C 07^y'm° • R... F F STAID► F PG.IO Ha. , NIIR Ia.-WI OA-OOmr16 3Llt A 111U1 A.. IT Nm aK o IagT ANTI. R al'. NNK: tMANI -law Ric (Sum . w 20-178 ORMa Mu .-I 1NKI r "IMP N r 2/4 1/4, 3/4. 4/5, s s a 6/5 ONLY FOR! KQ1ULA11 STOM 9amuLE 1N1/6. 2W/6. 3W/77 t 4W/7 S INSTALLATION LMTO POURED} CONCRETE. CONCRETE 6LOCK WOOD (t) 3' MAX SIEEIS a, 1D kit) - r NEL1 r wN."" r NIL_ 9rIDr PAMUSrh kt EACH O -� j O C DR BottDN DOWN tRAcl(s ItJT _ 4i n a HC3 O.M 02 . 3O. 4 . WITH TRACKS MOR c1b DMMM hMNM AT CUM 0116B F'T 1-1_r r-t-'I-r-r�-T-f -rT7' "r ri-i-r-r7-1•-r -I'T MAXIMUM PANEL LENGTH L+- OR "L-- (H.) a MAXI" A.S.D.DESIGN RATING (PAT.) (+ v -) H)OIIgIEi k WOW BKTA ATOMS t u rao Nr-0• Pr -01 no rr•-o• rr-r 3R0 ti•-e• fw--r ao ro-to' ra-o" IEO 7o'-N• au- 4a.o 91-61 r-s' Mo r-r r-4• SILD r-r A*-e mo rr r-r #AD W-C• Y-s` A" r r r-a• 7S.o Y-r r-Ir BAD r-r r-r aso r-o• r-s• aaB e•-a• s-r toga e1-3" a, -II, YOso- e1-31 r-s• CIAO a•-r PILO - r-!' rrre r-s• MAXIMUM PANEL LENGTH "L+" OR "L-" (Et.) 0 MAXBKM AMP. P TNT6G (r--0 (+ ar -) DONORM r TY0J0.0 INSTALATtpH9 t u 4- B3o T4'-6• rl•-a• 210 Ir-Fo' ir=r 3a0 rr-r Ho-r Jr-O 101-1o• 01-9- 40.0 r-e• r-r 46.0 P'-U• A•-r Sao a-r 07-0" no r-r r-r Mo r-o• --1. se o r a• r-1. Tao 7-s• 8-t1• ISO 71-r• e'-a' Sao 1•-0• a'a a" I.,. 61-3• sac s-s• r-r ISO r-r s-to• raao r-3• s•-r roeo rraG - r-r• t NSA - 4'-10• nRa 4-s• MINIMUM SPARA110N 10 GLASS SCHEDULE mkvmx LENGTH1FN0 PAKEL(M) .� 4 170 .4.h "IQ SPEED > 170 fto-h U R SIRA9ED LNIVIIAMIMED 11AM SIPMA EC TBSTRM/ED 30 OR Um t" 1• 6• B Ile >33 70 90 I. r 1 Yr 7 1/r >RG ro ,4S N I. 7 1/r 7 yr >,4/ W I. t• - 7 lIr TOPDIEs'i 90iTDM LDuwT .N. WADER •U• H FADER 1'51me STUD ANGLE Iri• TRACK 7BLRAECNI Ir/WBBAAEM GIIITIrS DOW WOW 4r 32 3r 35• 6r SO• sr 4 t3'XI.W STUD ARGUE 36• 3r 32' 3r 4r Sr U. 6 'r IRVAC 56• Sr 3r 4r ILr 6r 9r t Sr 32 Sr 3r SIG• ar a6• t Sr 1 32• ]r 3r BD• 6r 5r D.M-U. ®or \'.. • ," .BOLTED PANELS W t 4F2pWY II S.j MS. BOLT W/ 0 FA wmw (SEE SEcrals ! I 2/4 1 /4, 3/4, 4/5, 5 3 t 6/5'- 1 W/6, 2W/G. 3W/77 t 4W/7 AIMA1011/ an SOPPED" ON SHEETS 9. 10 k11)------- - REGULAR STORM PANEL nI ELEVATION 1/4.1,a. GAP -r act) I.+-. AIAXtNUM "amm" MIId LENGTH RRN A ONDU mom &&& DOM LOW. L- A" AIONOME TWEE UNION MR A ONEH 111MIK ASD, DESIGN LOW. W PWCJ:DIITE 70 OOMM YAXNAIN RIM MIDI14 GIVEN A POSITIVE ASS. CO MN LOW. DETERMINE MAXIMUM PAIRC UWIH •L+• FROM SMULL 17NEN A 1HB9A71AE Asa BE90H LOW, KTENWrK MAW" rWH[L MBDIN t= PROD sOEDtULE FOAL /NWINIR/ ALLSNIKE Mfl IETIBM IB EOAY it THE 1dINM OUSATMED IMH4 IeIOM KUM 14• AID 1 •. (3) SEE SCHEDULE MUM FOR MN. P VIM LENGTH FOR VOMIT' QNSICalON. V summu m6 wm wow AUK UNITED TO 3 b !.1 MAX ASS. cam PRm11RE RAi9G 44t87 �`'• A7FOF '• liNAll `• �F � IRNI LyerAWrv6Aa 'ro00 ar IL EC0one. 24 BADE G&VANIZED STEEL STORM PAIffL DNrn BW GLOB& PROTECTION PRODUCTS. "am 01"Ne"s Ne¢ PN)em-M i"`r�R1a"w~liw.r., Ofto' OV•409 A PL UL 20-175 MASON ft w w NNm 3 w a INSTALLATION DEMILS FOR REGULAR PANEL (1 INTO WOOD STRUCTURES It waao ANCHORS �--- � ON r - CHEi 1pY-3FIn• F (SEE 904mm 1 1/Vklar 91EET a) pIIM,a�j� SLEETSIt)DULE 1 V 0 It Ile oz ' k ) team am -0 1• WOOD ANCHORS DA° 1 ..( PANWOW S HEDULLOGIH 1 (BEc SCHEDULE l - (SEE SCHEDULE ON r MEETr ' 1/4' SE" 11) x' _ MALL /s• !�, a t• \ tY000 r 11 r co �---- T . LOG ALUMNI SPACERS • 12 1/2• MX.Q O, CM ARE 11 ON 9NKT 11.) I fff I 1 SEE NOR BELOW FOR LIMITATIONS FOR MTKIN ; REF 1 //r LONG Wr4m 70 GLASS, , (PACE L LEDUE PANELLE PANEL LENGTH SCHEDULE (SEE SCHEDULE 1 _PANEL MITE FvrALE 0 OR PANEL MATE ON SHEET a) ; -- -: - - ;- - ON SLEET 3> ( - V , ON SHEET a) i I ON SHEET (SEE SCHEDULE 11) 1 - - -- ,p�Y-7°•r -- 1 ) i SEPARATION r 1 �IVt ra wia I mm m Y-h ? TO CLASS. PLAT' WOW Orl 1xAu 1 1 t I�aN wow 3) H DBlECT IIOUHE W! SPACER 6� 1_ * N ; WA ACE• 2W' `✓ : - - y._ SAE TABLE SrIt ON SHHEEf 11 FOR MAX. PAEL LECIHS r • 12 t/2 Oz. WX ASD OESGN LOADS FOR THIS INSTALLATION, OF i t ' - MAX. _ I t• .`1 0 121/2.O.c _ RDDD A14OIDR5 PIT* MGM I I 3 I' S1A6GE)IED W/ STUD t_. �` 1 ! I NEE ICfEDAE OI mWm M PON K , tIr L9M R I ..It sw It) IT) M961JRm 0 NM® A A Ea NON @ M M OR" IS-r I ttl C� IIgiQEI �. 1 YW ION IIGO► IEr11 fRm B A IOm000N NR41 NNY 2•a4• WOOD 1 rraNli 1UM111 OOIw11Ra NORM® pI som tt). PRATE REOIe i .. ._!ECOO ATTOMLT= I. m svoiva N m sum a0rA3m i I �, .g.. g 14 wow STADGIBIED w/ STD W ANO11K3 GAMS TAU DOIPGIor 91 pAEy MINE RIME p a m DIGIT 3,4W E RB711C® to 1 m REQUIRE ,� I _ 1 ! i I1LF ON lall9 K MINE FGIlamG NE 5,) 111118. 00E NW lWt E SMOON NMIWBA a 6 U AC. 9NEET N : I t 19 (RIe r A IS09GWm FRm t9 Ilr O.G. wo" NAGMD on - i mmtM %ft itKT Q (I) LVAM Am RWm 1 AON1P r +94 -A W. G4 MAIL )N we MIS IBM r Ln 10 or a ANr mom no LIMO own u mNr Alam m - W Mxi•YRr sWWi KWn NHISWt w 7,'yy��L��-��._ LLA3FAyy" ��AA33�WS3yyAA33 (4) 1 1/1• ImG lMRaw DWAWM EM !PLL K AN PIDOM ON WhLL Wwwy 1ilL (a) 91oIII MIn AraKtp01 i OILY AN ?lMikY37FF ii Ifp ,N rWMr =, MRmm ck WAE 3/&.1• WAS L 1roS]Mm OF 11/r' Um WMep• M A oMY WAS NIR MST aW 1. 3 NG 3 M WDMm Or ASIM �ERINA iY o SOME 3/e-1' (4) lomLLMM I/II9 WAY NOR WNo EIIII� DPN 09 III Mo M 3oeo (TM 131" OF THE ROIL ffi0 1, 7 ! 3 AOI ImY [ i9NhOL tit A. t!(4r 1�� T FLORRDA BUILD= CODE Non NI h W)DD) IlMrrloomZone) NDTE FOR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.O. = No. 44187 e®°01L16°° °E 14 MTM)E GAWANREa STEEL STORY PANEL F, DESIGN PRESSURE RATRMG (p.9.1) AND PANEL LENGTHS * : aim BR TOP k W`rr0M RWUNTNGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN ANY WAY 10 SUIT ANY ALTERNATE 3MY•) IL ECO PROTECTION PRODUCTS+ LLC. y'.• yRE; INC. TNS'TALLATWN. O , FjOR10 49m ".a rRSi 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD UZ+P as >w a r K Ala pan ti)ANUS 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC S%•••••••.•N �, t�..'�s'ww.i ..xw`m' PN°a! pNrK->Mp' fm (w)w'mY per OENSTY OF G.86 OR EQUAL. a-mm7W w �. w N A i. AL MBE• 6 " N GENERAL NOM �m Nee eRDaAE esa eAP9x r b2 ,4Mm �N !alma! (� ro FTp.TiiNO WWD nAr SPDCrC GRAVITY- G - a55 IGLT� 1. SIDRM PANEL S;1 OK THIS 1>R000CT E1rALLXIT10N DOCUMENT (PZ4.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - T/4.6 TAPCON ANCHORS, AS NMNlFAC1URED Br I.T.W. BUIBDEX, aIO WITH THE 2020 (7U3 ED111001) OF THE FLORIDA BUDDING CODE. THIS SIORM PANEL SWILL NOT K NSTALLM AT HIGH - /14-10 PAAFLWTE FEMME 0 AND PAE61A3TE PLMS ANCHORS AS MAKWACIURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY 16MNWIE ZONlS (NW -GAGE / BROWARD COUNTIES). - 1/4Y LAG SOKNS PER ND.s DESCN WVD TOADS STALL K E1[TEAYNm AS PER SECTION INS OF THE ABOVE IENIDNED CODE. FOR A 84M WINO - 7/tra . 5/9• WOOD BUSHING. As DISTRIBUTED BY ALL PORK Se", BOLT r SPECIALTY Co. SPEED AS REQUIRED BY THE JURISDICTION 14HtEAF STORM PANEL WILL BE INSTALLED, ACID FOR A 038CtONAJtY FACTOR KO-025, USK ASU 7-16 AND SMALL NO 000 THE MAXIMUM (LSD_) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C1) M*KK1W TREADED PENETRATION NIO WOOD OF 7APCON ANCHORS SWILL K 1 1/2• AND r FOR ELCO PANELMATE PLUS 3. 9 INN 12 r 17, 14. AND R N UALE FEMALE UD N ORDER TO VERIFY THE ABOVE CONDITION. LAIIMTE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SWL1. BE FIRST REDUCED TO AS.D. DESIGN PRESSURE 11111NG BY MULTIPLYING THEM BY 0-9 IN ORDER TO COMPARE THESE W/ MAX. (AS0.) C2) MNIMUM 1101CAM PENETRATION OD ION OF LAC SCREW. INTO THE WOFRAME UNIT SALL K 1 t/r. NO THRIADEO OESIW PREP RATNGS INDICATED ON SHEETS & 9 THRU 12 A 17. T6, PENEIRATON 070 STLxao SHALL E CONSIDERED AS PART OF THE REOUNKD T/6WED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED RINK NOT OVER SIRIC4#D, A 3311, INCREASEN iONANE SIR= FOR WIND LOADS WAS = USED N THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETINAmn N C.3) WINIUM EDGE DISTANCE OF LAC SCREWS. INTO WOW SHALL K AS arDICATED IN THIS DRAWING ACCORDANCE WITH N.C.& 2010 STOW PANEL'S ADEQUACY FOR %PACT AD 00 RESISTANCE HAS BEEN LEAFED IN ACCOROMM WITH SECTION 1602.1.2 OF CA) MBANrt PENETRATION OF 0000 BUST" SILL BE s/r. 1/4• 0-20 SCREWS USED VIAL K T yr LONG MINIMUM a514.01-01 AND IWIS.02-. AS MNE THE ABOVE MENTIONED CODE AS PER AAERICAN TEST LAB OF SOUTH FLORIDA Ruon /09 LLS N NO STU DID. SHOULD STUCCO EXIST. MO I' MWIR WAWI NM FO PER SSTD 12-99 k ASTM E 330-M STANDARDS. AND NOWAK TESTING LAD SOUTH FLORID\ REPORT /1123.01-10 AS PER VAS-201 AND US-203 PROTOCOLS. ND AS PER CALCULATIONS PERFORMED N ACCORDANCE All SECTION 1804 OF THE 115) IN CASE THAT PRECAST STONE. OR PRECAST CONOM PANELS, STUCCO OR WOOD /DITTOS BE FOUND ON THE EXISTING FLORIDA sum" CODE WALL. ANCHORS SHALL K LONG ENOUGH TO RKAOR THE MAN SIRUCTUAE BEANO SUCH PANELS. ANCHORAGE BALL BE AS heM%NKD N C 1). C2) k C.4) 2. ALL ALUMINUM EXTRUSIONS 10 E 6053-te ALLOY AM IEUPER. (UNLESS OTHERWISE NOTED). SEE SHUT 2 (0) ANCHORS SHALL BE NSTALLID FOLLOWING ALL OF THE REIOOUENOh1ION5 AND SPECIFICATIONS OF THE ANCHOR'S AdNkWACT I 3, AL ALUMINUM BEET METAL USED AT M49JM SHALL 14AVE 3105-Hu ALLOY, B. PANELS MAY AM K INSTALLED MMONTALLY FOLLOWING NSTAL ATMN DETAILS SHOWN oN SECTION t T 104 5 (SHEETS 4 4. ALL STEEL SETT METAL PANELS 5HM1 HAMS SRNCTURA QUALITY STEEL AM A-653 GRACE 80 YMaMU,I. 0-60 GALVANIZED INFIOUGH 5) EXCEPT THAT KAOCftG k(b SILL NOT BE USED, STEEL DESIGNATION W/FY- 92-2 Ar (AFTER AOLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VEINY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO K 5. AL SpK1IS TO K STAINUESS STEEL 304 OR 316 AM SIRES OR OORROSM RESISTANT COATED CARBON STEEL AS PER DIN ALRO TO OMM PPF7SITTER 1 ANCHORAGE. THIS SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FTAE State W/ 50 IW YIELDSTRENGTH AND 90 Uri 7E]CSLE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 10, EACH REGULAR STORM PANEL WIM LENGTHS OVER W, AS PER SECT" 1, 2. 4. 5, 6 AND ALIEANtrVICS 1111, 3W k 40' ON SHEETS 4, 5. 6 k 7 FOP[C WLY: SMALL NINE A LEGIBLE AID READILY VISIBLE MARKNG INSTRUCTING OMEN OR TENANT TO S. BOLTS TO E AStM A-307 GAVAIZED STEEL. OR ASI 304 SERIES STAINLESS STEEL WITH 34 Uri M IMUN YIELD STRIDO M. SECURE PANEI.$ WITH AAPUCAW REBYORCfIIdT DING PETIOOS OF HURRICANE WARNW. 7. ANCHORS 10 WALL SHALL K AS FOLLOWS. It. THE INSTALLATION COTRACTOR 19 TO SEA/CALAK ALL SHUTTER COMPONENT EDGES 04CH REMAIN IN CONTINUOUS CONTACT WITH THE BLARING ro PREVENT mD/RAN WIMPSION. ui To - i/4'0 TAPCON ANCHORS AS MANUFACTURED BY t,T.w. BUI DEX. INC. (hin. re •3192 PA") 72, STOMA PANEL I SINUATDN SAL COMPLY WITH SPECS NDICATED IN THIS DRAWING PLUS ANY "DING NO 1O 4 REGULATIONS - //4. 6 a 7/a• CARE-N ANCHORS, AS MANUFACTURED BY OEWALT NC PROADIED BY THE AIN401CTION WoM POW IS APPLIED T0. (M. f..+3/O00A" 9OIA-SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREWY. BOLT ! SPECIALTY CO. 13. (a) THIS PRODUCT EYAWTON DOCUMENT EIU <P.EDJ PREPARED or THIS DONCiR LS OENC Am DOES NOT PROVIDE NFORMATION - #14-10 PALE TE FDIA E 0 ! PANEUAATE PLUS ANKJNORS. AS MANUFACTURED BY ELW CONSTRUCTION PRODUCTS. MR A SITE SPECIFIC PROKCT; La WHERE THE SM CONDITIONS OE*W FROM THE P.EO RAE - 1/4•0 rAMAC IN ANCHORS, AS MANUFACTURED BY DEIIMLT, INC. (0) COMRNCIOR TO BE 111MVIISmF FOR THE SELECTION. PURCKASE AM INSTALLATION NCLIANG LIE SAM O TaS PRODUCT A 1 Mma" DRIEGENR OF tAPCON ANCHORS HMO MAW CONCRETE SHALL E 1 3/4'. 2• FOR ELCO PAIELIMTE AND BUSED ON INS P-E.D. PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS MTN" ON THIS DOCUMENT. ON CSTRUCTION SAFETY AT SITE 15 THE CONtMCTOR'S 1RSIONSIBAR'r. 1 3/4' FOR 2AAMC NNLw ANCHORS. (•) Pa PRODUCT EVALUATION DOCUMENT WILL BE DONSOEIKD INVALD P MODIFIED A2) CAU1-N k SOD -SET ANCHORS SHALL BE EMBEDDED 7/!• INTO THE POMFD WNCRFTE NO EMBEDMENT IRO STUCCO SHALL K PERMITTED. 1/4' 4-20 SCREWS USED SHALL BE 1 1/2" LONG ► I NeNM SOLD SVUCCO EXIST, (4) SITE SPEOM PROJECTS SHALL E PIIEPARM BY A FLORIDA RECISTERED ENGINEER OR ARCU9T m WHICH WILL BECOME THE NO T • MINIMUM FOR WALLS WITH NO STUCCO. AND MAY K MENDED SCREWS OR ALL THREADED SCREWS W/O HEAD, CROMER OF RECORD k0. 11) NOV ICE PRaUECT AND WHO WW1 E RES*ONSMS FOR TE T1E P.I.O. bNGREFR RECORD, AS DELEGATED TO THE BUT WITH WNO NUTS PROPER USE O' OF ACR'NNO A ENGINEER P.EA. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAIMIIGS FOR QVAEW. AS) N CASE THAT PRECAST SCONE PRECAST CONCRETE PANELS. PAVERS. MOCID ON WOOD BOARDS K FIND ON THE EXInK WALL OR FLDO. ANCHORS SAIL K LOAD VIOUGH TO REACH THE MAIN STRUCTURE KHID SUCH POW. ta) THIS RED. SNN.L REAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHAL K AS MENTIONED IN A1) AND N A2). ENGINEER OF RECORD THAT PREPARED IT (N ro rJes7lNa uIHCrIE7E o, �.T,_ MILL . C- 14. SHUTTER R MANUFACMIER'S LABEL SWILL E LOCATED ON A RGOLLY VISIBLE LOCATION AT STORM - ,/.- 6 TAPCOI C I016 AS MMNUFACFUIiD BY 1 T. W- BU6DEX. INC. PANEL SKITTER N ACCORDACE WTH SECTION 1709.92 OF FLORIDA BUILDING COOS ONE LABEL SHALL BE PLACED FOR EVERY OPEHSD. LABELING TO COMPLY TINT SECTION1709.9.3 OF THE - Ile • . 7/9- CALK -IN ANCHORS. A9 YANUbACNKD BY Oi7YALT. NC. FLORIDA BtItD1lW LDOE' - 1/4-0 X 3/4" SOLID -SET ANCHORS, AS 06tRIBUiED BY ALL POINT SCREW. BOLT r SIUMITY 00, - I14_10 PAWFEMALE 0 ANDELW.I PANE PLUS MCHORA AS W"A.TURED BY ELCO CO/61%GTION 11 1/4' 6 tAMAC - NNUM ANOIOIS. AS MANUFACTURED BY CI ANC 9.1) MWIMUM DAKDMENT OF TAPCON AHCMM MOO PANELMATCS AND SA LAC NM.IN ANCHOR. INTO THE •�jCEN `•%,7 FIDA BUILDING CIDOE NDIT n VW NYFYIOOM TOM 1.OR BLDCX UNIT 3WAL K 1 1/4•. • 6� &ALX 2) C-N r SOLO -SET m#cmm SLAL K FMBEOOED T/r Arm THE CONCRETE aOaK UNIT. NO • •Epp44 7 alma tam K 24 BALE GALVANIZED STEEL STORM PANEL a,w rr STUCCO SHALL K PERMT17131 1/4• 0-20 SCREWS USED SHALL K 1 I/r LONG ANmRUM SHOULD ow. • M A1' MINIMUM FDA WALLS 11 LS W0 ST11000. $TOTE IL E C O ICEOLONAL PROTECTION PRODUCTS. LLC. = n 9.3) IN CASE THAT PRECAST STONE. OR PRECAST C04CAM PANELS, STUCCO OR WOOD ROADS K "NOR) SUCH .r ••.. ETI5TID WALL ANCHORS SILL K LONG ENOUGH TO REACH TIE WIN STRUCTUREBEBEHINDr NKHONWi NOLL BE AS MENTIONED IN &I) AM IN 11.2) S/ONAL NINNtI 6• / "L in Ar ti r I. wr .DIN �liIAw • ee m i b. ►L woo sa al SR w aANL a Spin Mac PeONN►»i► FNa D4•)NNI-IG 20-175 ate° r !QT 3 K to r•• • INSTALLATION it • POURED DETAILS• CONCRErE OR : REGULAR PANEL CONCRETE BLOCKSTRUCTURES 6) REM (SEE SCHEDULE Do- - Sims 0 THROUGH 10) G) EXIS1100 POURED CONCRETE OR A�•'� N y SCHEDULECONCRETE �Ii I_ HEETS 9 THROUGH I I r, 1101.311 GLASS. TO MAUTO ON SHIEET 1 1 PANEL am" ON .° I PANEL PANEL LENGTH (SEE SCHEDULE ON N IV -r- OF ICI F?r;i"/�rtGot, ra, :DWI: ` ' t - >' CONCRETE ANCHORS rl �- i i{ LOCATION CAUK- Am USED k "At ANCHORS COPICRICTE BLOCK REQUOM Mo FANCLAIATES (SEE SCHEDULE ON SCHEDL/ mw- ON I ra / mamma VA6 NQUOM WALL .MG. 1.11' r I QV= 111OW 4•NB' BEAM WOOD ANCHORS 'r--- (SER 1 TSOEDI) LE v" INSTALLATION DETAILS FOR REGULAR PANEL INTO WOOD LED ' 1- ..._E@ T WOOD ANCHORS ALTERNATE WOOD �• NT^" / 4Yr HO 111eXm TEA SCIIEW" ON (BEE SCHEDULE ON I ; rm- j_m-v i aI* mmt a ." pi f ; s1EEI 11) SHEET 11) 1/2• � Ms. W/ rir MAX. WOOD �/ 1/2• _ REOIKD I t , Y-arl• �,j/� Iw MOM1 WOOD ANCHORS , \ Y ; 1 Wgea a W aG (SEE SCHEDULE ON , /NTA. 1 1 w4rAP- --�--- ta1m1 ITIm E•+n %7 wX. ' tE7HG7N _ ! ON Slw J) 1 OF V MAX `.i -;• 0 12 1/2• G.C. I 22•X6" wow REOWM'D AL7ERNAT11VE SW SCALE 3/5-1- NOTE FOR COMBRAMON OF SECTIONS; 11mm 1. INSTALLATION ARE ONLY VALID FOR MAX, LSD. TOP ID BOrrOMI MOUNTINGS CAN BE DESIGN PRESS(ME RATING (.al AND PANEL LENGTHS COMBINED N ANY WAY M SUIT ANY AS PER SCHEDULES ON SHEET INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEWS DENSITY OF OM OR EQUAL. UA. 9EPAIATON TO -ASS. (w 9GREDME ON S NET 3) _ Wet t iI 2.LA. WOOD PLML RLOGRiD ✓' I F� -. ANCORS ,1SCNEDUIE ON garANUS 5 J _..rIa11NNHr.. Stu 3/9-1• �W\ ^W^ ,i,^ _ cu -CL W L 0 Q. a 0 V 2 .0) U N Nai c = CO p � to c c c-O CIS u- O .c CIO 0. cu p L ,y �-' cu M ._ - -0 c 8L Q a z z W J NG •o > W ci c o Fu a cc C..) .o Moo x LL C d Cc O a_ 44 >O O t 3 2 a3 x CL w Y W a Nv CD La 3 3 cv V V > Cm aM A In "a- a � eo 0 a w W CD r� cu O li CL CL I U I' cu O W /r^� co cu Q I Z Z Q J a. SHEET NO. SH 1,3� END_ CLOSURES DETAILS_ FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOQ STRUCTURES: VALID FOR REGULAR, LIFE WETY & E—Z HANG STORM PANEL (b SYSTEMS 1 1 1 YAIWEs ; H �/ OR IzXWOM.x' . r , Aw nos "•-ip 4 A Goa,-,e wHn/r arrt. Aw r Id•1 tEmMEO APOLE MIN / 3/a• _. / �.2 Y TM�OON a tt'4Yr I. �W00pAmu= I eoNcit,[ etas I� 1 ,N/iD�a•i i iY a x t/9• �{} �'� 1" "e 1 j �In IN War +mac us tsamoN It 10 1 r. r :.sen• ID vr aaa ' 6I< L Pia H Aw. Malt a -- •` ,MO. 3 6a-Htst faCR C mur i wv. rLl1M PLOT aLoix nvAK- r _ ; IRNl RANT PNa[ J 4Yf• WOpa iMK 311"14 pi- i + 2 1/r - .J am -is ALLOT t 2 1 � car. ANY. ANOW ��--------- ----J M- GAP 1/4' 11 6 L ,t 4 e -ow e 1r oa ia,m-N�o� TI NAM W/,PLINK CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PUN) SCALE 1/4•-i' SCALP 1/4--1• SCALE 1/4'-1' SCALE I/4•-I* v 7 Sala -Si a CMx-41 �D O � lWE °P� AA R'OG' I Tlall M —t/yy P", °Qw+a a rwIQwTE tws �E[ OR r- (+•"' PIPP.L CONCRO[ uaI MVNES.; 1 U •®® nm fewan ne omp ; AMM"M ( ,OaL7O1RF a L7QE i. o FRAY[ r MK p MroOVERLAP CONCRETE. CONCRETE Pro3� 1� ahi tIObD PMAE am,m y 1ANNES •© OR® -VBD" ,7/ iN4101tf0 tNONr • f tA: 1 2 "E CM END PAIEL1ro - X - ao. DlsrAr.E ---- =""?T A CASE G (PLAN) trial a : Tl�r ��,� SCALE i/♦-W +.' �`P01 '�,�cEa VALID FOR DMV MOUNT PSTALIMON ONLY It `�: ' .'••.,-7, ( D PANEL INSTALLATION A7 TEALS W/ No. 4416T DACE LEVEL VARIATIONS WRK" 3/`' _ * # # FLORIDA SUMNO CODE NWrrieono Zone CASE E (PLAN) CASE F (PLAN) am UJIoa W- 24 OAK GALVANIZED STEEL STOM PANEL SCALE 1/4•-I' SCALE 1/4•-1' Ol. • •.!(Oq)OH` ;tr� Omit m ECOS«c. PROTE M PPRDUCM UA rN, iL •OW 41rt NI 61 / -Ei•,W .aa. w.,,t. Mc Wlw • Dr. n- m,a 20-175 I... MM a•ttM , tr , ae.n-w PNolc MS)EM-Tara IR1: tw+)IM-6taT .-.....n..- a. caw" r. Pa 6rL,c1�A°aw7" Pt MUM I W M Ifff MAXIMUM A_e_n_ DESIGN PRESSURE RATING s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (1) DWALATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 1Q INSTAIATTONS AS PER A.TERNATNES 1 W THRU 4W. ON SHEETS 5 A 7) WK A.S.O. OEM PRESSURE Rom MAXABAL A CHOM SPAM FOR EA - AS SHOWN ON SHEETS 6 At T APPOCAN E 1° ALTERMIXIM A /YI'r or THEM MAM UM PAEL Loom (IL) TAPOW LAG SCREW PAtE1)AATE FEMALE O PANDANTE PLUS WIOMr BUWM16 ,3• ,r tr it Ir W 1r 1Y Wtr /r 1W (BORON) 6 I/r a I/r 6 1/2• 6 ,/r 0 I/r (Tap) - - file 12 1/2• 0 I/e' (BD2•) Y r a• r or - T10% R LESS Ir Ir ,r Ir Ir TtDP) -4• OR LESS it Ir Ir it Ir IF ,r Ir 13• a in W (Ton Ir ,r ,r Ir r n (101100) 0 I/2' 6 1/r 6 I/r a In' 6 1/r M - - a Ile 12 ,1/2*• 6 ,/C ROIL•) >r-r To 4 In' 4• 6 I(r / in• - ( ) W-41 4 In' • ln' r r - 3W (BOTTOM) 101/2- 0 1/2• Tr Ir ,r 1a• t3• 13• a i/r 96•" • SEE T)IOE +I FOR MAX A.S.O. DESIGN LOADS St MAX PANEL LENGTHS WHEN SPACER IS USED. OORRESPONDW ONLY TO ALTERNATE 2W ON SHEET 5 ,/4•a T, ANCHOR EXMsteMo PItu�II La • CONCRETE SL OK REOUMED. I' rA" ITE AMCIIOR 12 1 O,C. W t/l « MAX. A.S.D. PURE RATING MAXNAM ANKH M SPACING FOR E.D. - AS *VMW ON SHEETS 6 A 7 APPUDAME 10 Am"t W OF TOM 1 13POON NAG 9ORE1F PANDAM FEMALE OO �h wow mom PAMIL LEM" (fl Ir it ,r it tr its jr Ir IY fr r IW Dome 6 in• 6 Ilr 6 I/2• a 1/2• 6 i/2• OOP) - - 61/4' it 1/2- law (MIT.*) SOR un 7 1n" Y r B, - 3w (eoRRIM) ,r ,r ,r Ir ,r (MOP) +4e�-46 +75. -75 it it it it Is' (BDROLI) Ir Ir it ,r W +W IF ,r lr it 6 1/4• ,. twnw 6 /n• 6 1/2- a tn• 6 I/r a I/2• TRIP) - - A I/4• 12 1/r a 1/4• MOTT. S• 5 t/9' 13' it !r13, , S //2• (NIP) tr Ir tY ,r ,r • SEE TABLE /1 FERN MAX. A.S.D. DEEM LOADS t MAX. PANEL LEMIMIS WHEN SPACER M USED, CORRESPONDIND ONLY TO ALTERWTE 2W ON SHEET 6 reetIE li e A.SA OEM LOAD �NPANEL 40 PW OR LESS 6•-6' > 40 PSF TO 50 PSF 5'-2• > 50 PW TO NCI PSF 5•-10' e MAX. PANEL LENGTHS ARE ONLY VAUD FOR 04STALIATIONS W/ PANEL MATE WAALE R OR PANEL MATE PLUS ANCHM t W/ -4(�jiii�lWirgj 1/2' D.C. ' PANEL LEPICr11 oTHAXIW La ESE sots is A to roR AMc als I,PE A swM "a NONL ncn mO 6000 NOW MMESML MAW NOON SPAISM AND ONNAM EDM OW X= ARE MOVES ON TNa 900OULL MO E.a MO THIN scxwm DN Somata RI ANCHOR vADPM F MA/PuW aKII SOWN an SCONE A M PoumrM FACIOW no INS OPwwOV To aE RMM 9PPOW aMAPRa RAND FA = OVAL NW ME uIa TIW11sMNM WNW 6101000 /ON LAM mom TIFF a THIS RgNDIAc 1/4-6 ANOI■111K -1.4 IPOe, am" Am" •AMA 04 3 l 41aa1MPi tratM 6A1 r 3 BWN,tIs W OIaNM aNr 3 3 ,A AIR I S VVI R W PNOIOR r rM /M asvw'O'w REQUIRED, i/AMCIOIIWALL A •L.• LEAK Ir PANEL LENGM (SEE B"ATION 3 ON WWET 12) i I �r MAXIMUM A.S.D. DESIGN PRESSURE RATING (o•s f•) AND CORS&SMI !NG MA_Y_IMUM ANCHOR SPAMG SCHEDULE FUR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE At CONCRETE BLOCK STRUCTURES (VMM ONLY FOR PANE O1 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5) aw ALSO PRESSURE RATING (P•ata MMUNIUM ANCHORS SPACING FOR MIN ED. PIDt SCHEDULE 6EIOW APPUDWE MAONM ILMiN (L) A.S& OEM PNE581AE AIM• (pbf.) MAXIM ANCOM SPACIO IN a k EO. PER BCF6DAE Sam APPtOPIE 10LIAIOM{R/ LOOM i• (L) 7APCON SOLO -EFT PLUS 2MpC-W61M CALK-W t 1.ti TUP0011 SOW-MPANINFEMALE 0 2 C-16" Gllf-IN t > m WNWIM: CAW M m ,e o lI a01OM10N ar DEM W M t0 OF „HEM +4A -a! LERA14 ,r ,r Ir Ir it 13• Ir ,r Tr ,r ,r Ir , ra. an UM 4 �-4• +63,. -6p ,r Ir Ir tr Ir ,r Ir Ir , IF ,r i , , (1111) p•_. at Loa Ir 1r Ir it Ir W ,r ,r ,r Ir 13• tr - 1 (10TROM) Ir ,r ,Y lr ,r 13, tr Ir Ir ,r jr pi 1 1 TsGTTo,N) 1r Ir Ir Ir 13• lr tr Ir Ir ,r 17 Ir (ion Ir Ir Tr Ir IT Ir IF tr tr Tr lr it 1/2 2 (top) it Ir Ir ,r Ir 13• Ir Ir Ir ,r fr IF 2 owtw) Tr it it it Ir Ir Ir ,r Ir Ir Ir 11 1 2 Diumb) ,r Ir or Ir Ir tY IS it ,r ,r it rn/�>,.Ma�w,.� ,r Ir Wa• tY Ir ,r Ir Ir Ir Ir Is. ,I , 3 (TOP) 12 1 12 f/a a I/a' B ,/4' : 1 52 1n - - a Ile (QOTOM) - - 2 , It 1/9 ■ 1/4 a Ile 2 1 2 i - - 6 1/4• 6 1/4. 3 WTW 6• r r r r r r r r r r 4 imp) r a I/r r r r 6 I/r. a• 7 t/r a• r r 6• r - r - •• - r - 6' - r 03mION) r - r - r - e' - •' - Irit tr Ir Ir 1r Ir ,a• it Ir 13• 13' L114. ):EDP) Ir Ir Is' u• ,Y Ir Ir Ir Ir +r Ir 11/2 (mP)it it it it it Ir ,Y ,r ,r ,r 1r inamso Ir it it Ir tr Is• ,r 13' 1r Ir Ir I, 1 a (BOTTOM)it it it ,r it 1r it it it it ,Y (mP) it ,r ,Y ,r Ir ,r it tr lr it Ir It 1/2 6 Mn - - 6 1/4• 6 1 4' a 1 4' a 1/4• - - - - 6 1/4• i " - - 6 Ile a / a• { 1 a' 6 1/a• - - - - 6 1/4' a 14- 6 .•� lr S' tr W ,n Ir 'r ,]• 7• 7112 a 1 it . I 3I,-t, 10 W-'a• 1r 6• tr t , 6 i Y 1r 6 , 0 1/2' a , Ir S I 1 >S'-e• 10 W-r it r tr tr IF a 1/2 ,r S to to ,/2 7 1n Ir r I MWOM) Ir T 1 it it ,r I,. fr t0• W r ,r a 1/2' 1 MoRicoo Ir a• u o 1/ s• r u r 7 I/2 a ,n 1s 4 1/x crop) tr r tr lr 1r { +n' jr 6 +n' s +/r a ,n ,r s ,n' 2 (rap? it T it Ir Ir • 1/1 ,3" 121/2 10 1/2 7 1/2 1r 6 I/r 2 ) Ir 7 1/r Ir Ir Ir it tr W It' r it 6 1 2 MOTTOM) Ir 71 Ir Ir Is, 6 In Ir Sin 10 1/2 7 In ,r o t/a' 3 (TOP) it 7 I/r it it it Ir ,r to- it- v Ir a In' a (HOP) 1; 1/2 19 1/ 6 I/a' { 1/a• i; to a t/c a 1/�' { T/�• (BOT1oM) 2 In 2 1 6 1/0 a 1/r x I ,x ,/2 - 6 1/4' 6 1/4• a M m10 7• r r a ,/r r 3 In• r 4• 4 i/2' 3' 6 1/Y r (TOP} ) //2' Y r r T 4' B' 4• ♦ I 3 I a in• 3• (EDP) r 6' 6' r 3 tn• 7 1/r r r a• r a 1/r 7 vr' WMM) tY Y 13• 1r ,r a ,/r tr a ,n• 0 t 7 1/r ,Y r (TOO) ,r a 1/r ur Ir ,3' ,r 1r tr 11• r Ir 6 1/21 fw9 1r r tY 13' ,r • t/r N e ,n 0 i/2 T ,n• tr 1 In• (1oaTDM) tY • t/r 13 Ir Ir Ir Ir t0' tl' r Ir 6 ,rY (•lamb it r /r 0 i/2 Ir r ,r r T ln' a f/z- ,r 4 tn• Q (+OP) tr r Ir Ir tY 6 1/x• 1r { 1/r 0 1/r 6 1/r 1r a 1/r (RIP) 6T4 •ia•elret/r s,p sI/4.6ils $14 a SIM SHEET It FOR ANCHOR; tot a SPOMS FOR NOW AAW11 wM WOOD HW E ELM" • WMIMIR1 AtMON SAMMMS AND MPM W WK ONIA N E AIR MIDI ON 1,8 SO MIZ MR En. L✓M I" "Wall IN soma Am= AIIC1011 SLAM or NAIW"M V N3M mom a SCHWAt M M nLWNW FWTWL no t1M OPOVMPN TO lE POOKL IOWA= SPOWA OQLOO LONG Pam AM:L war fE LSO THIN NN'RM NVIC M Pawn FOR FAO• NOW 111E a n6P IIC{OIN[ " M1/4% 1/4 . I •F 1/NY I/re t * - UPON fm•Mr _ -MMPN aWU•w low" MOOR SPACHO (W 3 7 a a : ,/r , tp ,NppM eel a a Vr r a 3 ,/,• s a6nINP W NOM a 3 ,/r a wr 1107 a ,/r 4 AL'R6L ■7M s ,/r -- r avr- ,ar „I - - IAO in - SPOLO= ONLY WA WHEN WAODR IS USED. SEE !1 FOR MAX AS,D, DE M WWS t UVL PANEL. LENGTHS 1M*N SPACERBUSED D.M..Q. 0°rO- r MAK O O ii i AAh si6RM PANEL i i i ! A i � e AMA. MW N LOAD MHPANIL 40 PSF OR LESS s•-6• > 40 PSF TO 50 PSF W-2• > 50 PW TO so PW 6•-10' A MAX. PANEL LENGTHS ARE ONJ.Y VAUD FOR RITAlATpNS W/ SOLID SET AN04M t W/ SPACER AT 12 1/2- O.C. FORS (SEE SECIIDNS A AdONWM ON SEMIS 13. 14. la !le}- R-2A/13. R-3A/14, R-10/13. 111-2E/t3. R-30/14. R-2AW/15. R-3t1Y//16. R-16W/15. 1W-2■W/1% R-39W/16. O O O O i r MAX 1' W. U2 , 4Y-2091•'S.S. WITS E� 1 I f I (USE FOR FOR FaoEL f o IDS r-a•) ) MIA P44M Loom r-r a +40A -4D.o P.I.P. '�---. -- 1 -! ' - ' L - -+ �- F �a -- (U/ oNlIDw LEND P11MR LiNBRt VOLT) ------------- I LIFE sAFE1r L>rIAL 1 r-6 • +604 -a40 IA.r. .... .-__ _ }� L __ .. -.-i- (Wro "w MCI ramm wim WXY) vr - .. ,..., '-. SS. ~Bais'w 1 I- i----f- ..,J..._.. ;--- umww A ,AWE YATALLLMOw�FA63 % AT FP) !. ; f e tyyy i I--a.—_L tXN6ERS O ! p I-OSPBAI-I 1 , TWO NUT AT r�WR LUT MCC—IMWR PANEL r t i t INSTALLATIONS ONLY VAUD FOR WAD 1 WC R-IA/13. R-2A/13. R-3A/14, R-19/13, R-2R/13, R-3B/11 1' MA.( Eo UP t0 170 tt.P•h• R-IAW/15. R-2AW/ts. R-3AW/is. R-iHW/16 R-�W/17 R-3BW/16. ANCHORS (SEE SEOTICIS A ALTORNAThES ON SHEETS 13. 14, 13 I/4' MAX, 01P WEE SAFETY STORM PANEL (1) ELEVATION (t) �/�J tarSTALE /N'-1• STORM PEEL (� O,OIM -1 swu NWLE.Y) r STORM FAIEi .. MIN" 1 WE PAN, 'r' * •RAF : # FLORIDA BU LDOW CUM Hen NI h YoWeafty Ku no Zone EXTERME ��NIO N 'i�� ss T!. a G •10Q01mm on 24 GAGE GALVAMM STEEL STORY PANEL �'W, M IL E C O 1sc. PROTECTION PATS• �• ;iECTION A —A SCAtE 1/4•-t• 'f' rMa.t, LNiitMR m-,~.. 4400 LW. I/ mar N,Mc (6aFMM-nta as'tw)••-nW 20-/7S PL IWUBMQCVpME RILau a�nt�.. Pt -• a- poolMots CY•Ma Rae aP M ` • INSTALLATION DETAILS INTO FOR LIFE SAFETY WOOD ST,RUCT1ISE$ I PANEL2 •- ' ION >""• /1f 10ER 11EA0[R-Amo l" A" i , IY TAPCON 1 sh TAT ! a 6D.C. 5 ! 4'0 TAPCONfea e r D.C. D.C. r 74) 1 1EJ in• 1/4• ✓ 1/2• ,/4• /\ t/r t r a' r1 I 1 I _-""�i M / ILL a m• t i _ VAram• IILAES l MR - '-'It Jr I PAINS I H� ---__' 1 '_"t i01W11WMl 1'•�N 1 LMIMt ORAL T•q a 1 I . T. ._ .. — _ N 1 1• WX N n4rML APANEL I A 1 Y' LMK n _ `i tEtOM IBM ( _� °fin St{ET IZ) ELEVATION I # SEE: R EWOON i Loom I W� 12) ON 3t1EST It)(SEE • .. 1 1' Lan ; ! ON 91EE1 12) 1 w r--S'WOIwTIN 1 i I a ro;Ass. .- -__ 3 1 ,• Mn. j O L,%2 ro NAAeaIa- i - stProaRAalPS& ff It 1f -�,,��, j ' 1 1 1 4 2.aPLATE ` �; +t , at I 4j 1 1 1 47 TAP°011 MICHOR e r O.a. I • S' 0.0. SIAdi'AEO W/ SNp f i , 47A060 W/ TiNA L.1 I a.,"} !I I ', 1 4Y TNCON rt4• '• e r D.C. PLATE (IEOUAaD } I �y ` t I "1 tyi 1 4t1 tAPCON • r O.e . Y000 - yj�� 01000 I 1 t i _...,. , 4• -P41,t7E REQUIRED - a— REQUIRED .- • f I i I VIA WLIFE� "MEW SCALE 3/8-1 1 11 EEO I Off FA ULN E LosWAI'l a,, rrtVr 7Ket 3L.1 I. INSTALUTbN ARE MY VALID FOR AS.D. DESIGN44167 PRESSURE RATINGS (P.,. AM PANEL IENCTHS As ��R 40. * *4 FLORIDA BUILDING CODE '�° TaTea W- Zr GAGE OMYAY7iD IL E C O PROTECTION n fth WoeHurricane Zon• STEEL STOW PANEL PRODUCTS. U.C. 07�wa. PER ELEVATOR ON IL 2. FOR NEW WOOD FRAME COWSrRUC0W WOW STATE 9''•. /MQ.GLOWL 4eo iW. st mm MEM3ERS TO BE SOUTHIM PINE No 2. W/ SSPECIFiC �i • ORLO d ,�,� F,. atN,NNN■, arM, n. asTt. 20-175 DENSW OF 0.55 OR EO AL ,: - ••-, r 10, Pram "41919-»,a. FAT: (15000 m Mosaw w: is„••• 01-i0x7,6 IAA A.tIW1A.• L - ' alaruaa MAXIMUM A.S.D. DESIGN PRESSURE RATING (os.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACM SCH DU F FOR REGULAR STORM PANEL p INSTM t AnONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTORS 1 THM 6. ON SHEETS 4 # 5) MAIL ASA PRESSURE tESra2 WIM MOWN *4000 SPACM PIMA WN ED. FE:R ODOM BELOW APPLICABLE A, 1w MAXIMUM l� L• (L) W. A.SO. PRESC01S vow TP•/-) MWINKAW ANCHORS SPAONO FOR III EO. 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SEE 1 FOR MAX A.AD. DESIGN LOADS t MULE PANEL WHEN SINGER IS US&D. M'e Tom cNHoR4-0 T aD.C. - —CONCRETE APcOR— POSTING an RED ANANCHOR 0 ,xNNCRt7E 1tocN IIEOtRR[O. 1 1• Mm. • (SEE LYLwitak 1 ON sHEt7 121 A 1� L/2 j Ems , 7ddr`fl A.E.D. DE1g011 LOAD WAXKIM LDIM 40 PSF OR LESS 6•-B' > 40 PSF TO 50 PSF 6•-2• > 50 PW TO 60 PSF W-10' e MINX PANEL LENGTHS ARE ONEJY 1AG.O FOR RWALATIONS W/ SOLO SET MCHORS t W/ SPACER AT 12 1/2" D.C. hq ;tamf 0 1• WL I - 6� PANEL ( E1Llt1t`ibrN -� ON SHEET 12) a �4f t• .il . ME Man ,S A is MR N40M AMPO R ITIE t/41 TYPE ! LIAM FIR MrANAOe AM 1,IFOa IN,RNRL MMIMR WOOD W a WOOD FIWI[ ■N M M. 1MMNRI MOOR WW XW AND OPIUM •Ya•aMli e1Nns cry a,Prat3al ,0 :Fr MN►Dy D IDOL o wam ME 040010 a ?a So•DUlL no a& LESS it" 0006 ON SCHEDULE AnDuct MOMR SPOOM a MULMspam WAN sY M OOL"O W AM 24M a EcrtmME 6Y "a FO LOW.M rwvm Port THIS OPWwmm To a POMML REDUCED SLOWS 01140" udw FACOR WPIL NOT BE LESS THAN , as , r am 1RI6MAN WUMNMa NNO,ONED POR ErJ, ANCHOR TYPE a 1tM BCMbui _ __. _ f t I 's t .nl.,rr Nan r a Ir PANEL LL910M 1 ON SHEET 2)1 INSTALLATION DETAILS FOR UFE SAFETY PANEL (1) INTO WOOD STRUCTURES YYpppppp IIE{1mEDw�W -: �r D� 00 IEADER . I 1 4Y 7APCOM f A•e tAP00N �, e •' aI. � e e• a.c. �I r MAIL / •' ` rw I f ,,i 1 0 1 j 1 ' � I i �wa�,•��T6 GLASS L �1�1W�I GLASS ' N�._. •i' Mo, {._— ,. PANEL UWH PANEL M 1 1 ON (SEE ELLW110N Ay 1 (SEE pwGAW12) 1 ON SHEMt 12) r ! ON SHEET 12) tl I • I' IINL L _.__ S I i �N--OA"ApM9. j ..�j U----SEPARANTION �f BULB. i !- t• I� ®� ,r 1 e i, -•� jIFeWVr ae 1 t- . !I ♦� RATE `I 1' i !y RE0111tE• i ) A' 31 I a•r pAELMARE PLUS a0011 `•. t ' 1/aY ►NINFLAA7[ PLAA i 1 AMCIM)R a T2 //2' D.C. �. IINCI,OR • 12 1J2' OO. I i t i IL "SCALE kMNTINg ����VCENfre`T�9 44167 FIORID11 tRRLDING CODE Men IfIgh Ve loofty Ihnrkane ZAm 24 GAGE GALYARI2E0 STEEL STORY PANEL 1. INSTALLATION ME ONLY VAUD FOR MAX. A.S.D. , STAiE( Irrt a DESIGN PRESSURE RATINIM %WSJ) AND PANEL $''• HIGH - AL PROTECTXOq PRODUCTS. U.C. o it 1L ECOIs6. UNG1Hs As PER ELEVATION SHEET 1L 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD S%QNA� TL•� 4Mo u. e, s1,m - /Fiw`,Siw'w a psgMF-nW 20-176 ME:MBERS TO 13E SOUTHERN PRE No 2. W/ SPECIFIC #ANAL rtsc pe.)2Eai-M1wL DDISM OF DM GL EOWL i cn _ cu O O .� O !� C c, Ca 't3 0'- .� U C O L- CD O 0 CD O u— ai cu C) cu > .N E q 0 !Z cu LOR n z z J NC%4 M C O co -o W t c C.; CM C V C-4 m W t/! C ,n 2 o N C'4 = Q r0+ co CV ro 3 °i ai x D3 u w iv 3 3 � cv cu u tii cu C cm Ln t J7 c ro o C3- I cn vj^^.a�'' �-y/• cu O CL 0- CD U V cu O I..L cu W LcLJ G Q Z Z Q !Z SHEET NO. SH 1 A. 1 t/i EZ 1 /18, EZ1 W/18 AIKMM scNrraN Q1 EI ALTOWYK mar ON N*v to - Mai It I i�_.. -1:ZIwo (Nl D 2) 1, JAT 2 POI; PN{S (END PANEL) ANTERIOR PANEL) (INTERIOR PANEL) I 7 ( PANEL) (ENO PANEL) OF SEE NOTES I. 3, 4 I I t t I I 1 5EE NOTES 2 3. 4 PANEL U34 M ' Is ' a ' • 1• � TED PANELS�ja/ //4P-20.1 .' J.. • - • E_..L.- _LL_ _�.. _'I�SE'CTIONS=A iPAPOLIbJ1HE) JJ_L1.JJ_LLJJJLLJJ_L�`)J1LLJ CL1J111JJ_LLJ.-111�LJJ_L1JJ -) or v ]- MoeE� L i� ,Y 4 I �.i !` ANY- :. i IIn. NOTE 3 !1w",VV. ANCN0115 -.'_-(SEE SECTION E21 a ALTERNATIVE EZIW Oa SHEET to)-- * EZi/18t EZiW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM (t} W i;zu-rts.v_1 ENGINEERING ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT geptanbw 16, 2020 ApPtcalotN Flultnber: Ij�p$,1- Ft2 EX Pmkct Number 2031543 Rotlud M@uUbchsw AN AgwKwi Shoham and Ghee MmwbtctuwAd*ow t540 Dome Road VVW Palm Basch. FL 33409 Product Now & Daaalptim: 24gs GaNardzed Stall Storm Panels Lame miss to Impold Reswent Scope of EvaluaBon: Thfs tarodrrd Evouedon Repot W boNg tsanNed In socoNw"x wddl the requNerrisrb of Ia Ftorfde Daps Wiv rd of eueMM and Pmbnkw M Reouletlun (FMWs St"v CornmWMon) Rude Chapter 81G20.3.006. FAC.. forsW&Wo ssaepbmce par Method i(d). The product noted above has bean teed wWw mk tod m sunwra dzad herain to show cornplionce wNh The F'IaWs So" Coda Seventh F.dllai (202M and Is. for the purpose hlYnded, M best eglevelsnt to that required by the Coda. Re-e rolud h of this Product *W be required following palaant Florl s SuI1dNg Cads modEaftm or WASW*. St"Unming Data: EX drawhig 0031643 Wlod 24pe GBbranoted Stesi Sagan Peels (HVHZ & Nww4ll FM-, shoats 1-5, prepared Wit Evekaat" Exwnll, slaned & asabd by Frank Bernardo. P.E. is an IElege pat of thk E4WuNMlcn Report • TINE REPORTS UTefwm s1Mb strudasl perbrmence hoe been tested In sapardonce #AIR TAS 202 beat standerds per WM raporf(s) OBT-ASO.17-M by BWdwaW TeWfg, Irc. Large wbWb bripted resistance and cycle leasing parfolnews, lei been' in sccwdwm wNh TAB 201 sod TAB 203 het standards per lest repw*) OBT-ASG-17-M by Bk dnwta Testing, Inc. . STRUCTURAL SRuct" fer inswMo Wiwle3ara hoe bw prepared wh" evabeM Me productheed on compatWn wWw ratloreal alelyaAr to qm* the folloMinB design nYerh: I. Msshrlxn AIIDWNIbW opals 2, fYWNmurn Atawbb $pwa 3. Mkdmwn LiWp Sapera6on 4. Anchor Spairg 160 SW 1211 AVENUE SUITE 106, DISItnELD BEACH, FLDAtoA 33442 (954) 354-0660 1(066) 396-9999 TEAK Ii E NG MS E A I N6 E%PRESS. Z4 rimmaEal"a EX►RE SS, COM « LAST PAIELQ TO BE INSTALLED AT EACH OPENING S14ALL ALWAYS BE PROVIDL'D W REAR HUWOE TO FACILITATE INSTALLATION Ir INTENDED TO BE NNST FROM s4510¢ OF STRUCTURE. NOTES : (1). E-Z RAW STORMPANEL. SYSTEM C tK P + COM- TRACKS TOP a BOTTOM. (2). END PANELS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP ROOD SlWL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ME CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF 1/4'e-20x3/4` M.S. W1 7/8-00/32- WIND NUT OR 1/4•epJ/4` Will. THUMBSCREW 04TO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF ET'm PANEL. (4), IN CASE THAT ENO PA14US ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR tS ONLY USED AT TOP) AT LEAST TWO PANELS SMAw1 BE CONNECTED TO BOTTOM TRACK USING SPECS INOGTED ON NOTE 3( ) -ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK tlAY OCCUR AT ANY PANEL LOCATION. t YNSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 mMA ENGINEERING Page 2 of 2 All American Shuttcn and Glass - 24P Galvanized Sled Storm Panels No 33% if="" In atoweble atreee has bean used In the design of this product. Se wow Rom okxino is not required tar N*Wkbom outside of wind zoee 4 end se, IW kd m. Impact Raslstan".- Lagp Impact RwWww o has been ramonWskd n evidenced In previowy bW let reporl(s), and Is s000ulaed for in the onpNwtseft dee81 of flits product. WGId Load Res/stance This product tree been designed to rake wind bads as indicated W tM spw schedrda(s) on the fwpas9ws Product EvalwBon Document p,e. anWnse ft drawkg). InswallOn This product shot be fradeMd in al icf complance WO Its respse8vs Product Evokeaon Document 0.0. a gineak8 dravarg). Mono with as components noted iheralki. Product componnenh sires be M the r deft speclled In #W produd's respective Product &dokedorl Docurma O.e. a ginseft drawktg). umltadons & CondWons of use: U w of Bell product shod be In sM solnnpmq Well the msp"m Product Evoudon Document O.e snglreaNg dnwft) as rated herein. AA suppo" two structures sets be designed to reabt d superimposed beds and allot be of a mMedal Isted to this product's respective anchor sehoduis. Host structure owWft s which are not aeccsded for in INS products respective anchor schedule shol be deigned for on a stosPdtc bask by a reowered waft"WWwNBir-. AB osmpanenss wtddn we pem ww* Insisted sets be protected, "corrosion. contamnationn, and other such damage, at el Imes. This pprrotd�'u�cthas been deeloned for use WNW and cutoddly e to VeloHurricane Zane (HVHZ), Respeclfilily, 4• 9r r Frank Bernardo. PE ENOMEERMO EXPREssw NPE0046549 I Cert Auth. 9835 160 SW 121` AVENUE SUITE 106, OtERFIELD BEACH, FtOErDA 33442 (954) 354-0660 1(866) 396-9999 TEAM O ENG INEERINGE%ORESS. C ON ENGINIEAIMGEXPAEOS.CON NYw•MrN M .!'J 'C Cs"p,,;NLI 8.1'R 3`S :'fi4 xl� d.J. .-A MVC Y":!lh-ttxLL •. �N-�� t��1-=C`CtiV-AGV %T+F .`QCC It.M'I•�% '-'ISM I:Irv- aXu t:l•t tir M �Iri '•twPL a : "hilMR�3J'R%ta11. �9.E� T. -.M N7 • �� iaT•l AWL-Y.. at let 9 iJ NJAl WNu. Irll.'f.^1tit • -'�' Ya.14NkAJ 'rS":. 'Y,pYnU S lyr I _mauve � •gN T ;'i I T` P a I�. 3R tC.ffi T4> :SI�F�'. �I a<i lejlytZ �W�S.yP 4XFtdYTf"."a t. lK4 NN .IAys t k .T :Tr-n c:nt � RR87r•T?M1'`�YR'a.:. yP.•• - :'. R{RQ11LL aa Witt �� n '�' 3Y I } W r'- "» m � ,� � "ate.`.•- 4 � d= �. � � � - b'SL Vic.•. �t--Y1F (j •� +Rl .arcfLE-�i, TiL. _ �.L N$�;i 4 n to 4 S� 1 7� ' � iL:y •,Y -•df [CIIIAC'G}9 � 7 '•"a "L A aisp" aldl l' wv. 1. 'Y" A 1 IL•CFT]I'3 _ aw.L w3c.'a N. iF7:. �4�i� Y• `•• •'-• - 'RIYLi4i . of N<Y4 MICI+I. y rroYTr'•,h', luv art--1:10 Nnl. I]FIT; l} r,`., I.IAL11 fi •#:+ 9 � .�/ n?.r T.n yYr g:yYr� IuI CfIlSKdRa00. M0UM Y67I011 :va1,R 7iY d, LL tTAYTd M1Tr T'Ltr~• ,J 31Qt' 7 tM_ t aI1lFlp 1, tAlI�WRNI M�-LItN)p� I 11 4hC Aar r, Y • a71F' ra; a(5 C54may, r me rr. 'lanai: T � <- tF rta<:u ',.IkMt4^tC vT' n••-aall!kt'l lei-�.+tIXY ;?�R'I••C'/�NfNv.At:: iiW. '_� F rM?u yY#:. ae�v, •..e HALL wbUNTSaTl0rl uIR7J'ra w^• r•n.h�p�-s-;rlrevrn t.-I rAlr t0.+lvrn.r':+.'1'I'- Y:1 gig �6 * � {I lltiyllM '-00...IY-•-Y--1JJYd 11.iI RVAIt r1`tETA£Il+m:M 491--Ibl. aaT.r 'S twJW T•t `1 :: )i' L k Lrl. �r.t`r`Mhr"vl st tAWrc]Mri- � iii !"fYHE'aH']J7K-' IYILM4Y VNfl "�: YirJa': nMT.OAl"l .9V-?Y'*axatinl.ttt.T Y Y YY'Sn,At:Yaf. A ' - tP9 It1)• «Y'1hl Nl f':u aip':n „ '-37e6' aL'3'I PCJ,•% K,, 'Nl at�. .L •n Air •{: 1 3a17Y.'Ah9 ALI cs-I:a.. *a: nlrh»i cTrrlilr a,�cl^^- .c.,r7 IVII ".M_b,M,'✓ J Y,t N+il'vT-. Y .ICa.ILIL' :1?tra'? OW - tCE' g � n ,a+a Si n Sala •Ie L[• 1.41r � FC�I :) n°csiOYl`.+ .2 n+Tl.�l 7 E6+. Tt:,. a ■9SL{' �U Yat - .. :•N .n I1�80 l 1V:N C:;i: •1A1ti t: `h plA-:A •17 I. ,.W.n, pp n'R n b alN ere xneulx+• + :g AMR. �aa6 "' .Atha,. 5� a•!'r<:--'Scia �! 4 YWntk R YI^ Ter= i I r,•, 3{iA u,.LAr•:.tr v re.l rs+*I rt:,r'-p�= � y �.'rN�iarnle.. 20-31549 T8T'Ix;l.r'.t l� I.'R+'•:fi:p: T•1P - - 41.1'. A ' 11.OPr0N4TONa0ROt1CIA5UE �'rAa w'WF.t�iXY.JVLNM 1�I�1�IIcr.•9rfr(,•�s•_") •.yarac �. fl:l` 3 Y.a 'nTST •iNla�+lpia'} TitN ialaC�• Mid' Mi. 1 r1;,yM ii-L� �, n IIIYppirprx MlTYW N l.11ap ._imtAm 1 •M IY,tN:IMNNLY WpRI xH]InN SIt INSTALLATION DETAILS FOR POURED CONCRETE, CONCRETE SERIES 2000 E-Z BLOCK C1i HANG STORM PANELINTO AND WOOD STRUCTURES PonAREc I/4N TAPCOl1 _ tlNt` NIX IRFAD TO - ram 1, 14N1' HEN HEAD TO � ANLIAOR • I.- O.c. _ EDGE 0 f !() J Pe:OIIIEp \. / f tt^^�� 064• FROM I �7 EODE OF Y I v t /ly +• 1J Ave, ,` I e -��• 1 � PY6Lfl M i. � � YY-'YEPNMTIOM pp Fw�iw�6 _..�.... .�^. !n. '1 !/ter'#1•--91 EwYiYp_II TD ctASS� i At3AAY6w POP CLASS. "q�•"t�+'� To oIASS. � 7tilIMIUM FDP 1 1 1 RNET Y 1 ' RlrEr f •----^.. I MAIL I WAX pMD�4 ...-..__..----1 "Im LENGTH 7Y a��i M PANEL LENO 1 CLASS TO CLASS Sd'a 1 TO CAM site O Cr vTo IYI e-20e12' I e 1 Y � 7 LANCHOR C. "/41 TAPCON 1�POURED ANr]WR a 12. O.C. Of Cowea E a.Ock t 2'3N' aooD RERlN11E0 WALL 1dOtXMNG SECTION EZ1 SCALE 3/8-1' A" SCALE 3/8.1' MN FLORIDA BUILDING CODE Vol"Ity Nu no Zone) tl0lfS 4 MIN. PANEL LET4GiTI 1. INSTALLATION ARE ONLY VAUD FOR MAX. ASD. DESIGN 5)NA1t UI: 2'-a' . 4 *; * j Tk safe aTern PIc Fr. u OAQE OALVANQED 51EE1 STORY PANEL amw a.. PRESSURE RATING +/- 40.0 p.tf. AND 8'-0` ASIG PANEL LENGTH. STATE ��•• IL iC0ING, GLOBAL PROUCTIO111 PRODUCTS. I.I.C. rwit w 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �aWL�w �.u�,l{Q1 MEMBERS TO BE SOUTHERN PINE No 2. w/ SPECIFIC S/ .......�� +>.�tN.�. ..et n alra «:'• • . a : aFn an.,a Rtac twl6u gat nee 9+'Kw sot 2a%*" DENSITY OF 0.65 OR EQUAL Itl.baxYu N. gafan A Ar, Pd nom am to DI M ALL AMERICAN SHUTTERS AND CLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) Ta i TYPICAL VERTICAL MOUNT ELEVATION ELEVATION �� TOP MOUNTT.� Lmml .mac octZ , 1 r 19" ABOVE ® � BOTTOM YGonn TY AG REO'Ob l •3.1 n/,t o i3)i 8y -nssrRbcno .. TOP MOUNT (GaNx TYPE Aa REITR (LOCATION IN SOMM MOUNT (OO - ) TYPE A5 (t#q Dj OB1a�jAUCT10H) ` PANELS MAY CE7N ANEG IO 8 Y'ET Y DA6HEFuD[ TTHHATts axnp` IAN�xrH=.J WSXOWWCMSATISF7 WOKWT'BFA4MLID'0 SPARS AtKWEB /ELOW OBBiRi)eTION, NERAP5'BM (UM M1PPROPRIATE`SPAJ TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS _. 1 N:T.SL. 6EVATILIN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 CAUSE PANES MINIMUM StORM PANEL SEPARATION FROM CLASS ( NVNa WHO wK 4 a Em"Fuu PACAI N4AXaNRNA DESIGN . ALLOWABLE INSTAUATUM LESS NLSTAl1ATgNSGREATER IAF.SMlAE SPANilmal TH4 3VAR0WGMOE TMAN30'AROOGRAM tN'yl Iaoca n aUa L16i _ s 3BOal. 6.06w 1.411 SPAN SCHEDULE NOTES: 1. INTER SPAN SCHEDULES WTI" NEGATIVE DESIGN LOAD a PANEL FASTIM SPACING TO Ct7ERMINE MO~ ALLOWABLE STORM PANEL SPAN. SCHNOUl6 IS ACCEPTABLE FOR USE WITH PMME LOADS Mo THAN OR EQUAL TO NEGATIVE DESIGN LOWS. 2. WAR FASTENERS" ME STUDS USED ON CONJUNCTION WITH ALL MOUNTING ORRASIONS ('F"-TRACK. STUDD[D ANGLE, ETC.). USE 6,27 O.C. PANEL PASMW SPACING TABLE VALUES F04 ALL'M"- AND "U'- 4111LO S (INCLUD3NG SURD OUT CONDITIONS 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. L ENTER SPAN SCHOULE WITH POSITIVE! DESIGN LOAD TO ovewmE MINIMUM ALLOWABLE SEPARATION PROM THE OPENING TO BE PROTECtED. 2. SCMEDM IS REWIRED FOR USE WITH POSITIVE LOWS ONLY. INTEAPOlATION INETYyEEN LOADS IS ACCEPTABLE, OTNMlWLSE USE NEXT HIGHER LOAD. 3. FOR TNSTN UITIONS OUTSIDE OF TYW W"Z AW OUTSIDE O ESSENTIAL Ficuines IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION 504E ULE IS NOT RlQIR13] AND NO MINIMUM SEPARATION FROM THE OPENING ED. I of tlAAY} MAXIMUM ALLOWABLE DESIGN PRESSURES, e AS NOTED IN (JESM DESIGN ryrNN��yyl/OlAtTES: BaHTuLEs Pas (( WIIH'"EM1S I ... Nppp t?J?TfRM THEE�EtEO Oaf � a A OAR CODE DEa[GI4 - -0 PUPS CAP PEES LISTED MEftELN POLANY 'AS6T4u AS S110WN. GENERAL NOTES: KIECt'EOMMT)MNiIOCfTnWDfMiNfRET1t1tO�! L�xE}MRti1UR�-n�� 5Eg� EW �}Ont Tee rAyiN,ED ,TO2.AN0 ZP TEST LpJNIGi.00NTAIINK'iORBENALl �C{N MAY 4Dtl�6A�ALD D5'fr�yµRxERENOMMAYRESXJ7RE l.,.. ,'IOTA-t� REAGE�L1G,wAE4E67N65ty'INAS a6BA'tSED IN THY Team DR CONSAT 1t�uDANAWS �E4 YEYDNo THAT t IRON G,AT O•RNpTM EMUMwtr wwienu NOF D.) LULL aNieB A.'ar]7Tkr nlYagoiRAL wuNeEA VISIT EGALMIOJ8161S RLRS­]'3:M_C.WCs lira 4 M1! Ybxrt .id hiA r±.Yaxl!r'il v .rrlacv-- �� 7 1�.i��M�1lW,R� • MINIMUM ALLOWABLE SPAN SCHEDULE 1 SWaa wawN,aRF ANF MIWwMA,Lowaae aura "Swam imtoftwA" QFa."" 00aor7wYe AT 101`Ix eo*+aM. •aNB. teuFra ura Trl'A, tags[ ND'N[A IR TAtE AeoYEMtt Not �iw� 2se,YAAn9a+IroM /KMS IS Nr4NIxl0 Ix,alr PAIItL I4NGnI is a,tAtN nab mat Molar war IIa'sr4cnvF MpurmNc mnaapnap AlYaVR 1 ails dauNEt "WOOD 'Oa ALL BIItDlael W TAaA ARNF. YYNNa f!a ReaUIRS A•4 ACT i1at Y�ta161CTal��� M.tM Np NmgYr aTRC"aOI SM� YD rYatA AaOrM MP,rNI[i FAfiaeAS • LIS aP f.3S O.C. 3 'ANR9 M•!•4N M• MMeaIM NSIrIG OYR U7 d T,Ia OFmdMI. tq W BDTrON 40Y11.6 to arBgtla /rat oFrYl +r1 raWbalw t101NY,ING fl3pat1ip151Crax W tfa9EMAIA'IPIK O • ' I���L«filL�3I6�3�L77�i)7..TLeI13 I 'Ills NNSTA,LW IIYIMWN I r t• 9s. sTaRW ' NNII I I C" 4 o AMM aw iAy N o n• 20-315 ,t1e0a MAIRM6 "'CleatT+ai, a FALR APw A41ACTM TO MOPTIONAL EGRESS PANEL DETAIL m INTERit7tl FASTENING 1411 -2.230-b.{�0.-9'44` 0 Ti1�i -1 1/a Ip pluua �." 4• G '�,'�125' '. 0.75C' �AEhi, �� �� 3PJai0. rp.625- � QN ' 1 -S •a pp v� 0.125" 4 3e GA S � OE144" -0,1 .D94'. N ram° .: r-:i2W ,D44 I� TYP' Ile TYP I wir-..:D62° L_. ... ,37SY-N 2' .T ..i �l. �41xS` 2.000" Ill, a K ,r was ) 30" araD i$zoe LSD l x,Doo' -17. ,1. TYP 4 i 1,190" ,vv"31• IaAprA �ryJ' auxa-GUT V WAD" IN•'P.W 8[OSIIAE. .cvSlua AIIdF igYf y, p 1.5 4560'� �.560` 510 It'3. Q MAX. Jl7gg7'.O.i78` 0.0]143gI 1 D.L79' 'ffS55- 4, Dh55' 0.19D•�t{� 58 0.35a' L.Q07" .��i' 72.500" P �qMw. q 14a7s•R4i'ff.LLECWn RAG- - L� ar..� ,m. ,0.s4 °1sD' Daf9" �h4S DalticTtOx ��5�pn 1 0,040 0.090 wAYYc �J 3Or 0,030".. 0,957" IiRRRR� IS, wn C"21Y 0�700' b. 11 ,�g811-W7 Y• taA01t �- x T �� rya ww. 2i IR'J s},YtrLkyr 0-t90"y Q- Z �_ arc to d i•-7.000' D.12S' �-.. Sodom > 7 =a4Y .. OJUN hwu - losw I'„MVA WN.'. H3 OVERLAP COMa3UlA%WI1FTAu MAX. T cu grit .2S MAX,) "A tx,a FM"N.c ��Marrrm• . �,� �j daq •Ire a"7rv�rc, BUILD -GUT .Y'aprr v •t ��wr"Yr s•I3.-3 fliiMY+ �fMiC{ 'i,"'Al r'�R'P-tT4FrY H nn,00a' _Q.) @Il V.ti'. 4. IVF tit n +•Un X c" It - "'old AS r,Ya 11 W..Y:tAH sad-'ENlED Y I NUTIa' .L "aA`A-1 LP:R Mt-.ZF . MN��'..i F�'^I•T 1,DlXP -G] t^i'N Ira d1p 44L? Tr" Y OAIERIAP 'Wc311ww11N.,. 3,B1D'y MAX,25, MAN /�{, a1111FNIN xWNt crtL41IW-IM1Mr car-. '. ;• NIN Lsw • t• tN. l.Y'Rp lli•aL�N :VJ YYa -�L LJY .k .MIrT, �IAY I: r1 /'. •,• I N1,-MAYrr'fl,a: �MAlI. .I MN. a to as-xus LYA]'✓ ",+cLii_YF 1. i7+> {F Wb atwK� '�" ctl''AV:JrR W1J"1'n iV: A] Y•�Rl-.� l 6 �- E���t 9Eb 1x.-�^,nz a<rv: rtvrT..-k•ar.•iw, pep' �TRAPRamIr CIOa/PE OETAtL mot-rr.v C Ott !a/ a�W,t ANCHOR SPACING SCHEDULE: . 24 GAUGE RAPE15, PANEL FASTENERS 9 IZAr O:C: ( 3A ca yyet S .f p 0 W 6 ') Y R t wru _q a 210 !i ',IV�lbf J 22 4 fl r - ^ A h` �. ANCHOR MOTS:vie L 'A"CHOASCHEDULEAPA=TO ALLPRO MTIMED'HCOIN,$Lrrd•� LY'PWVIDES MA➢IIRUN ALCOA'/AaL6ANQHCRSRACIN6, rilU(IMU AldOWABSE 6PAN5ANO PRESSUPMlNOiGATEDNWI iH 1>P.AN'EF2iE0ULE sh6ALL PPLT, "1t g 2 BJTEAANC21C4T SOM®lllE a49ED O/AMA'EL FASTaNFA SPACINIG,.THE EXiSRNG 9TaUGNRE MATt31A1v a ANC1iOt TYPE; 'SEStCT •pgQGp 1sJ11D GRFATEI Th1AIlO0. COUALLTON�GATNE DESIGN a ' LIMO ON SHLFI'TER AND SPIECT SPAN GAUi6l TNAN OR EOUALTO BNUrTERSPAN.6EGBCr CSaNIEC17ONT'rPE Al,* A1011NrrNG OO DTTtCN tBEE MOUNTING WAILS ON .x rL1DON SHE6'T 2 FOR.ENT(ftcArrON aF m'f10N TYPE)• Q Few t 'PANELfASTENERS' ARE MOB USED IN OONILUNCTION WITH ALL MOUNTING�-ERRUSSONS 4 F T .0 F (T RACX,S TtII3DE0 N NG1P, f 1 C) L16E fi 2E O PANEL ASTENERSMCiPIG TAa P VAWiS FOR All-'N'• AND'U'-HF�IDEq$(IN4111>lNCyaUILDbUttDAOF1LON;FUFU 71 4. ANtOiCfgS.l;HALL.eE It/5YAl1EDIN AOT'OADApCEWKH'MW AEPS.'RECI]MW6NOATtON[: s, NOL(Aw eLggL tIT STtwc aura skatt toN►aAN To Ep tR �N p 6, t4/dMUNBAlFS7Mg4TSFIALI. BE AS.NpT'61IN ANOLDR SCl1EDUlE. AND - i 7 MINIMUM EMAMMIMT'AND EDGE UWIIW-EB(CLUD65TUCC3,T'bAM, 6RItY, ()THEM WALL pIN15N(S WALL RNISf1E6 WiAL. aE LIMITEOTb t•/R" 4Att•OR SMALL BE VEAIPIED We DTHFRS TO ADEQUATELY 1WANSPeR.LOAOS T13 HO6T STRUCTURE, $ OONCi1ETE Aifd•fDNb NOrto H68+IN SHALL Y5 EMBEODLIO TO UN•CRA D RtNCMr.ONLi. i _ 9, ME FXIS18165TW�TURE Lit WtXX)-FRAWNG, EytsT}NG C(aJpiifON6 MAY VARY, fEELD d>ll VERLR•MW,T HTgSTP118iS AREfNTOAOBQUATTyPOOA i1NN8N9 MEM86+S. NOT R-YMIOOD. F116m'11aiG TDPLYWO0D.JS*ACGEPrABIE bNLY FCR SIDE CLC6IEREPIEC�• 1D. *HERE ANT]MOPE PAbTENTO NMROW FiPLEOF STUD PpAPB14G, FA61f#ERSrl4lLNE LOCATED IN g CERTEAOFNOMINAL2'X 4JMINJWOOD STUD rEDGF D1b'TANCET5 ACC/:PTA$1E EO0.W000 FRAMING). VNOOO 6TV0'5HA BE `6W 6+0�55ORt•REATBt DBlSITV, IAa StStFNF 1 AAA SHALL 4AVE f W i L PS PAN HDID OILHE R NEA6, 3 LL. REMOVABLE ANCMO6 ARE. DEWALT PANEL. MTE, ALL-FOMM SOLIDifRR a r EUSHI N6. 12. MAC}dHE'5CR✓?VG&6HALLHAVE SfPW.t1 WR MGAGEMERr M THAMOR INTO THE'SASE 19 ANCHOR ANrnIRAY HAVE EfNEF APAN HEAD TAIg HF 0 LR WAFER READ (S1DEwALK KA•.I� U.MO. 2,Q 1, {' !!. III'D t3fiBEtLMENT EDGE 0167�HNLE QRCWo STUC OR'OiNO2 VAAll_FINISHES. 14, op =TES ANCHOAiRON& WHIOt ARk %101'-AGCEPFABL.E (15f5 - i!5. OREC1 MouNTING 4TirNDITNDN6. Le. LINEAR INTERPC1ATIg1 S NCIT PtstMITTED FOE USE WrM THE ANO1DR 5049DULM WSTEOGN ' THIS SHEET, 2.E" :�� Mareraapr twNtOroR' #eterres m Y O 4'-0'. T �.rnF sa c2 G Ow1Y TY#E glaY TAN S C4 e a u L0J4 Cxem ONVAITAKTRACoII fl K4 g,•-h.::.T+C, !r Y ' A 1 ]ea Adz' BAIT ,S I8, 4.7 0" ILA' ILS" 3f 4 fiT-- f2 u' 3R.6' ] ] La. ! e ter. a/4"esaE TANtx :) i.LA.n 1. M erslmar N Rae oar #ROa11R G -.eeNr3fW Iron ■T7et rTA#a 1818 a s] 13 car r„1 e '. A"'4A" e7 NMI a'etV tl N der 2. ,0"' ,0• I SL I. b•tr " ,S' 0" 8. SL7' IS" St0 LE" 12.3" a" lt;a' Lk1" 12-3'" B.O if r' B a"" >?, 12. 16, " U ` 7' 8a'• 11:5" o i1 16 R ^ b 13. 17 S' Ylta• 347 S,C' ILO" 147' - " _ axll I]idm. 171` R WOOOIUNew 41 N !2 S Gar' St0" 01 1L -a Six a". 32,4' !6, ]0.e" 63" "U.1` t! 12.5'. 16,0' 1L5• l].!" J2.91 ]60" iL0 ftl 0' SLt" O' 9S" t4 11T' a.6' 2.9' 16. la a' S6a S58 SLAT• e.d !JS" 96" S" 2L SZ S' 325, IG 3,6" " y sE•'. SJY ] 1-11C [N S3 RI'sNK• N ta6eleal�# ri ra 2. I,i.S' i1.S' 3 a " Y .a Sd its' 4.i' Ix. iLS' ,0' I) '26,0": IT lI' s 32.5' 0 ]b.Y• Y 2' 0' 9.1 MI RnxiRN%Nsf7 ai WOOD Iifl911atG e3 si 72 M.a' Be"' La. 3 S. bay' YLr' 4•Y' .O' 6.25" tie' ux' " 4.T• Sz 4,r• 4:0' ,S' tr 4.O ta3" a-.3" 4,i" 40" daS" 122" ART'- {:0` di 23" 4.7" {Jl• -I._P N N t !A N C6 -I-r U N N O� Q C c 'a 2 . c tM car U -0 CD i - C c = car c0 c O O O U_ O .� '^ O L `- if V/ C%A N co W W (rL v ca [2 iL U CIO Cl) CIO LU Q Z Z a J SHEET NO. SH 1.5.