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HomeMy WebLinkAbout36428 Garden Wall WayE e i AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U, Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BILK or BILK. 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 orComm, 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 FIR DR French Door FRT Front FT or Ft. Foot/ 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 K/WALL or KIWall Kneewali 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 01. 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 R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD 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 SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower St. 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 UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDWHDRorWDW.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 Proof(ing) 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 REV. 06.23.22 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN NJ 2.1 EXTERIOR ELEVATIONS - FRONT & LEF; 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN ---��� 4 ROOF PLAN --. -_ A 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN — —- ---- ------ -- ----- -- --- --- — 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS ------------------'.-- SN STRUCTURAL NOTES SN1 DETAILS U S3 DETAILS -------------------- ---- S4 DETAILS S5 DETAILS 00- 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 f \ SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL T — OO \ \ \ SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL O OO \ \ \ SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1A HURRICANE SHUTTER PRODUCT APPROVAL ----------------- SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL aoaooaoo II II E:1 --— 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 L 1E IN I lk4%1 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. ,ems cv 0 eN Z _ N — x r- Nd-ate _ G7 Y _ L 0 4 iedFEddiil//!/j t. a.o W!N ��•,, . cy 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 ith Edition. Engineer's signature and seal is only for the structural engineering por -ons of the drawing pages bearing Engineer's signature and seal. W OTd E a 8 I, 0 CO �1 a) N rW (ii Qj M rl• �y Q C J SZ �LLLL � LL W a 13� a —d =�v _z iW ] f0 CV (p Q� o IL{Wtl in pj L0 N Z ILzCl) m w Q J = N OU W El El Z N (h o g zZo z o V I In z a a-+ u- 0 w o N c to (_ V rs, E I L y C n N 0 0 sm C, co coJ w M zo Z LL- E Q a E I— O XO Z® a 0O O ro CV O G Q Z 0 < Z L wo r� m rp _ z Y U p Z a Q! m Q W z � O �o W Q °� ao 'aLL U a �w �_ a �3 ylo o w V zla� ¢TOU C O .y i > M � 0 rn B os 0 O ac CC C:) m C LO CU CNI O 00 O LO N -- Q ,-- E c M 04 Z M a �,; E r m IL oc U Q p -J JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. C S Imo: ii -F1 —T 60 KITCHEN MIRROR 0 e0 0 o M 1/ 11L KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW jr- MIRROR VARIES > / MEDICINE CABINET Y 002 0OLL M M SHWR. SHWR. CURTAIN HEAD ROD z 24" TOWEL BAR TOWEL BAR IN g ON WALL ABOVE TUB OR SHWR. 10� TOILET TOWEL BAR - a. ON BATHROOM WALL 1-- o SHWR. • 0 60 ! VALVES _ TOILET SOAP a0 I� PAPER ° DISH U HOLDER o o 0 v TUB DOUBLE RODS SINGLE ROD 42" H UPPER CABINETS- 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o 0 BRACKET 36" H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE c� oo CABINETS h LL SIN O 2x -, h17 !? FRAMING o 1/2" GYP u �? BOARD gi fIN, FLR, r- FIN. FLI x O CV o 00 q CO 9 BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = V-0" 60 1'-4"X1'-4" "L" SHAPE CMU COLUMN Ln N 0 M MFIA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL a oo 10 1'-4"X1'-4" "L" SHAPE CMU COLUMN 13'-0" 12-0" 1'4" 1 V-8" T-9" 8'-3" AC PAD HB 35-SH - - - - - - - - - - - - - - - - - - - - - �I I ■ j I I LANAI NOOK - 8'-0 FLAT CLG. AFF 8' 8" FLAT CLG= - - ----j I TILE I - I 12'4" -- ; 7- O 6068 SGD I ' - j _- �C;1 - I Eli0 dRI - 31 FAMILY ' - CIO -� I 8'-8" FLAT CLG. I �I " I - _ CARPET I pl I - I - - - 2' (11 " H 8'-8" FLAT CLG. 2468 - TILE - FLOOR G.T. � _------- _ _ _ - (V - I - 15 -- ---- - 6_71" 13 DINING #Z SPF 12 STUD 16d STUDS w/(3)GG ■ 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET o0 S3 -- 10 42" H 112 WALL T-T, 4'-24' 9 .- OR RAILING PER - SPECS 8 FLOOR G.T_ _ (3) 2x4 #2 SPF 6 - STUDS w/ (3) 16d 0I NAILS @ BASE _ p - N O co O I "1 2 3 4 5 - P W D R I 406 ARCH GG (3) 2x4 #2 SPF 8'-8" FLAT CLG. S3 W 1 - STUDS w/ HTT161 _ TILE ' AT BASE P i -- == FOYER -- -PE NK- LAUN 8'-8" FLAT CLG. I Q -8'-8" FLAT CLG. D. S4 TILE TILE I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 H1 f 6'-4' 6'-74" 4,-0 7,_24„ - - W.H. _ __ 1 T-10" T iv EDGE OF SLAB 2" BUILDER TO PROVIDE APPLIANCE -� - I-itBEYOND WALL D1 PROTECTION WHEN t o - NOTE: FINISHED WALLS REQUIRED PER FBC M TO BE FLUSH. FIELD --- 1 .. G.T. 8'-8"CLG.A.F.F. --VERIFY.- -- 1 O 1 V-0" CLG. A.F.F. J ENTRY I x24���--� O Z 8'-0" FLAT CLG. AFFr 154 1ATTIC -�,� I Q a ------ GARAGE LACE£3-----J (, J U O- 8'-0" CLG. A.F.F. �} cr 00 w LAN TYP. @ SINGLE > w V-4" 4'4" STORY A (SEE AA/S3 FOR TEM - S-) S3-- I I I - ---- ---- I I I I I I I I K I I I I I TYP. @ S4 I I � -------------- GARAGE 1 I 16070 OVERHEAD DOOR 16-0" 19'-4" 5'-$" 25'-0" EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ / 36" A.F.F. DRYER VTE /�-PLUMBING LINE TO SECOND FLOOR ---WIRE SHELF @ +54" A.F.F. U 60 = HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" ® +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 © +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X252 S.H. 13 20X383 182X374 S.H. 14 20X50g 18�X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 271/4X38$ 26x373 S.H. 1 H4 27 4 X 50 ' 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 Ja X 26 36 1 X 25 1/2 S.H, 23 37 J X 38 a 36 J X 37 3/4 S. H. 24 374X505 362X50 S.H. 25 37 4 X 63 36 z X 62 1/2 S.H. 26 374X72 36 X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 2 S.H. 33 54 X 38 a 52 ' X 37 a S.H. 34 54 X 50 a 52 ' X 50 S.H. 35 54 X 63 52 2'X 62 2 S.H. 36 54 X 72 52 z X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. 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'-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 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - ELEV-B SCALE: Y4'=V-0" C= C to � u-L a �..D c5 N ccCIQ Zi Lam+ - o a � �f �,��'�11191lIBtd//y+j W ll *a` q° s 0� F" I- p�OFE5S: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. Agil H v E C Cr .81 V o n N 0 -7 L7 0i N N N ���� d/i ch V LL W Cis U.0: Z N ti a J) CL fL z�4� o W°' °' 0 m Z LO MZ a J IL < 0� 0 Z N OU < � W 00 Z N M o g z C z o W V) z 0 f6 C) U R OC) L.0 Ly N �N w I- In (� c wJ - t s i U o 91 ¢ • N C.0 w M M N ¢ 0o z Q s 1- F p _ 0� O wz Qo ?© tcu� o Cl E o a0 W.L o° °� O @ CV ¢z Woo wz �Lq ra CY _ 4 Z U N m� o oLL Z J m ¢ ' Q W VJ N opMEN 1z no n W � � FT o `? = I- ° o '^ zl< a 0 3 c C)0 co O 0 o �' T O C) co 0" m L 0 Nt o O r-- 00 0 0 .S� 0 LO N Q E c M N m Z O y r E Ir- z M E m 0 cc JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. 1.1 IT- F 1 - I '. � I :. I � � �: Il i ', I it r.: ll: Y -. �Ilii il9a; III r,'iiiilri l'.�.� .�i._� .-.:_. I_i- .. i I I -T- -T1._ TTI -. 7 T - � a 42" KNEE WALL WITH �\ 1x8 CAP & CASING OR 36" RAILING 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD DECKING M PRE-ENG FLOOR TRUSS 1x TREAD (TYP.) /; 2x4 THRUST M1� / BLOCK 1x RISERS (TYP.) r 50 (3) 2x12 ^ / STRINGERS 42" KNEE WALL WITH 3/4" PLYWOOD 1x8 CAP & CASING OR 4 t- DECKING 36" RAILING 3 2x4 THR CY) 2x6 LANDING BLOCK UST 2 / 2x4 FRAMING 1 TYP. STAIR SECTION STAIR CALCULATIONS: SCALE: 1/4" = 1'-0" TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS - CONNECT TC m 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 ^IN CONT, HANDRAIL RETURN TO WDETAIL (:O)ALL SCALE: NTS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS ----\ 3 D2 SIM. W/ (1) MSTAM36 @ BASE 2'-4" (Do 6 112 33 SH D2 TEMP W-Iim Ir 1 OD H1 D2 6 TYP. @ D2 (2) 25-SH CORNERS EGRESS 4-SH fn N 1668 B.F. 2'-4" - 1 b 3 2468 D2 GT. SIM. w/ (1)R/SH _-- - -_--------- MSTAM36 _ @ BASE T E TO, _ I( 36" x 2; ATTI =I 4=---- ACCEE 00 ivcc�) 8'-0" F T CLG O M04 RPET d1 TP 1 I 2468 OWNER'S SUITE 8'-0" FLAT CLG CARPET 4068 B.F. BEDROOM 2 N N ------------ _ R/SH - 8'-0" FLAT CLG - CARPET w 12'-2" 4'-8" 4" T-6" s = to Q� r D2 60 - '- O CV W (D Cl) LO L - F_ 5068 2668 42" H 1/2 WALL I 116 B.F. OR RAILING PER 15 SPECS I J 1 14 S6 --------------- N I 13 TYP. @ 2 R/SH U I STORY. SEE o, 12 JJ/S6 FOR o 00 TECH 11 STEMWALL ° ° '- CENTER OPT. f 0i 1 10 5'-7" I 1 L 3'-4"7 5-8"T-3" 9 T-11" 1 8 FILE TO - /i H i s� oo 'A.F.F. 8'-0" FLAT C 1 7 TILE 2868 - - - - - 6 N 11 CM D2 BEDROOM 3 4-SH NN SIM. w/ (1) 8'-0" FLAT CLG CARPET MSTAM36 - - - -I_-4" I - G.T.- - - - - - - @ BASE 11'-2" 11 G.T. MSTAM36 O a I m y T @BASE BEDROOM 4 3 I 8'-0" FLAT CLG D2 G.T. I CARPET 00 I= � o r 11233SH N i 6 B H1 I D2 I 1 I I L----- -- - - - - 49 25-SH D2) RE 5-SH�S t B 1CH1 9 25-SH D1 ODEGREZH"I 2 1. 2'-10" L 2'-10" Z-11" 13-6" 5"8" 19'-4" I 25'-0" l I I I i I I I I I I I I I I I I I I I I L--------------------------------------- -I F_ CV U 6 LO N D2 O4 1 L1 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS 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/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GG OH SEE SN SHEET aun 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 g X 251 S.H. 13 20X38a 182X37d S.H. 14 20X50a 182X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1H3 271/4X383 26x37a S.H. 1H4 274X5091 26x50 S.H. 11-15 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 J X 38 8 36 2 X 37 3/4 S.H. 24 37 4 X 50 $ 36 2 X 50 S. H. 25 37 a X 63 36 2 X 62 1/2 S.H. 26 3711 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 g 52'X 37 i4 S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 112" Gyp. Bd, or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'4" A.F.F. 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 jR-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV-B c CPP LU L cc C-) N c a- +� <v o s r.l .c > CD va cc Cn c � •,�.�p�tii!!!B!B//I �0 W :`. ... '0 e w Q C% z FLO � P ��✓���AR �\ O i E S S' O� /�/,Btl;ll�e1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E a 0 co 8 0 v W coo_ 0 ® O N - 'o U) � � -p � 4 N C:)U L� W °w �v Z� mW U)fE9oi M W o Zoof W N J Z N N Z < O Z oU U Co W 110 M Z N M o �z C N z o � J z QJ �_ o �N w mc d m U 0 W o �Ly N w �Nco U � W J p [ =I�. 8 v o a i-4 IO N c o w M co ¢ 0 z ce E wo Y� Q N ce 0 E U _Cl K O < () OU o O O a � re z Y m o O ¢ y...� � v)�Z m0 ¢w N 02 300 W U� o J Z aQ = F a o o V 0. z¢ " o� U3 0 `o = >cy) m 0 O CO Imo,coT :3 O 3 ^ Y 0 f m �..� 0 7 coL O 00 o .0 LO N Q ` T- :Z' M N o ca Z � r E Ir-- y z m d E U � Q 0 c _J JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. 1.2 err 7 �l l I I, I�(IlliiTl i ll i I 1- ': t- I li I ICI II II III �. ��� I II�'lll ill.-Iiii l"Illh'u i�liili 11I i I,YIi:t II'.1 ill lull lil i�l ii FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS co FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 5 FLASHING - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — -------------------------------------------------------- -- ------ — CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU ------ I-- 35 SH SCORED STUCCO BANDS r " SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 1'-0" 2ND F _T.O.M. ------------ ---- _T.00.M. (cry GAR. /ENTRY _HDR_ HGT., SCORED STUCCO BANDS ----------------------------I--------1------------------------I--- FIN. FLR. LEFT ELEVATION - ELEV-B. 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.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. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 � o a -� �- �-cc nX «,ci- cc cp ' c E o x`ittlOW 1V,,��fJ�ir �� .. < _ 1.0•s �°� �FE SS (/"' TllQ!llilkst?�"`�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W �oE 4 8 U N 0 °' _ ai ejM V i Q U LL LL , u! Lu EL a W 0 Z Farn i .0 R 9 O w � � c � W W m Z N M Z Q L U Z OU L) o U � N M z S z o J M to C ^ 1 VJ O VJ W � I` U 0 -� w o N c w U w E aim 8 I ¢ Y sm C W M Cl) y¢ o Z J LL E zo >ry Q o E U <� (a _ g� U �¢ UO 0 0Q C O C N ruo ¢z Q wZ L c j CY Z U '0 o� N �0 QW �w o Q o<U LL a ww son a� =S Q Z¢ a OUP 0 � O > M Orn may„ v m � 0 O 7� IQ �I--. c T 7-3 O ^ Cr �L M O ^ v / N L�L I� m C: LO CID O O 00 LO N <C T- CD E M N C o t6 T 7 in E r T = LL iv U J Q J JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. 2.1 l ! 11 T f11- l Ir , - __-T d a I EXTERIOR PLASTER ON FRAME 12 5L,,� 25 SH 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HDR. HGT. T 00 ------1-----------------—1------------------------1--- 2ND FIN. FLR. ----- ------------------- CJ /WEEP TEXTURED CEMENTITIOUS FINISH ON CMU 35 SH 6068 SGD T.O. nn ------------------- --1--- HDR --�--- FIN. REAR ELEVATION - ELEV-B SCALE: 1/4" = 1'-0" CI[]Cnr11 noo ournrnr r7 rnro-rnr r r•n no ncn RIGHT ELEVATION - ELEV-B SCALE: 1 /4" = 1'-0" :RIOR 3TER ON VIE -URED NTITIOUS iH ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant, Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 Z —e > W - L mLL- >C Cx- _ cc y Z7 G'V -C fA C7 cl)'_=1 E o 0- R� n la�t0 W S e U FL40 U ✓��,����� �o S S;Otk�,,,,� 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. MW Q d E M Z)0 V (A ® 00 0 �, a N co »m� \ 13 w co 0 J N J C .J ri w JLLu rl Z cc C 's �eq o a W W N � � °' ' Z "L O_j m w U) NZ a-� Z N O U L) 0 W ❑ ❑ U Z N C1 o 0 z � z a r 13 M o l W t33 cn C) C) 0 Ln �tJ1 W g c w � wrs U w �- — 8 r1.. L Qj I U o � ®o ¢�0 N Qi o w M c7 Zz g 5 Z �d LL- co I= a o E zo o ° wI >p ` " Zo oa V N 20 L)p F— o E x < K� a8 O� OCVro a o Q aZ it Z W L ra CY C = U "m m o �� Z r v a ° aZ Z Cl) Cn w pp Z g� N Q LL �o a nw r- oZ >O o co wa Z< aF C 0 i > (� rn co m c9 O ��R � �' ca T O � '-`' Yco 0 m Y i 4-1 CN 0 00 C) L / 04 <C r ui O M N o Z cc Z 7 E T— N T c a E U 0 ai 'a o JOB NO : 22-12359 SCALE : AS NOTED SHEET NO. 2.2 r-- G Fi b] Ilf1 [I 1 1-1 FT 1 7 I d l— : �. , t,�:G��7T1 1 dil(Ii ii" i G tr.L.i e dLt..,J1 , :. -1 , 1.. i1 I i I -I t 1T- - r N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). 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. Fff 0W.P. G.F.I. $3 ?4 $R P.C. CH PB DB SD 0 USB a ❑TV 2 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 150A/200A INDOOR PANEL CENTER 10 #14 to lights 8 outlets NEMA 1 P #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH #8 to Range 10 #6 to HVAC .7R—T MO 200 amp 150 amp UNDERGROUND 1Dis SERVICE BY POWER CO.—� INTERSYSTEM BONDING TERMINATION PER 150=2/0 200=4/0 in 2" Conduit Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250,52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1.5" VTR I ,II I I —111 3" VTR I � � <� I I I I I 141t VTR 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) / { 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 PLUMBING RISER SCALE: NTS KITCHE .It il�llllll'rrr�x>Cs� NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS A/C PAD GFI WP DISC. A / I I 'IENTR�P DB &GFI TO I GFI BE ALIGNED — — — — — — — VERTICALL I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS \ �. PER SPECS ROUGH -IN FOR OPT. CEILING FAN I SPEC 3&' 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN - ELEV-B CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT SCALE: %4"=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I L----------- I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I 1 I I I 1 I I I I I i I I L-------------------------------------- J SECOND FLOOR ELECTRICAL PLAN ELEV-B eN , -a ;� Q wUj _01. c"V N em u- n Ut vi; W- A=c w 1r L IV a�'• S8 u...sa c � N 0 N C.0 0 CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W 4 E $ 0 S M tA�r M Q C 04 CD th V C J LL W o LL LL a — 'S ` Z °' L Q Y O W 3�n�_ o Z IL inm Cl)Z Q J Z N OU < v W El 0 0 Cl) N (h o g V a QW N Ln M v 0 a w to U� 0111CD 0 V1 � �N � U W J z U o C U) �Q Q vaO o N rn �m o CDz Z Cy'3 M ¢ zo ILL. E -K ° QO iZ ECU 0 o Z® p a U OU p Z�: N ro a wo K a ww It¢ o o ro f0 fn C z z 01 o o� z Jz a) S< Z 3°0 Q 3 W a �w W U as 0 aE =Of �- Z =3 7� O C.0 a C zlaT�U C O 0 i ;nM co m m U 0 co cc Y (o ;— m C ^ L / ..� 0 -P o N .� 00 o N << `_' Y M N o M Z E T m m 11 ECc 0 U Q p c JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. 3 - -- - , i T�7-TT-- iFtni: 1 a,,i I I r ra: mn ial i 1 auui. - -�ii at inn-- II i i 1-1 _-- --- - I-- l - - - - - - - - - - - - - - - T— In - I.1.1 0- 0 J r) r C 4'-0" ROOF VENT 5:1� 2 SLOPE 5:12 SLOPE' l— Z Lu LU ZONE-2 9 O ATTIC SPACE I O r 1170 SQ. FT. o I J t11 I I r 0 rii � I I 49 ATTIC VENTILATION CALCULATIONS - B ' A I ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED w JP O I I 1/150 Rule 1/300 Rule Ridge Off Ridge N ' (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) L6 IV Total Ventilation 5:12 ATTIC Provided f SLOPE I SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper 5:12 SLOPE f, 5.12 SLO 5:12 LOPE SQ. IN. of of ventilation to of vented IN. of ventilation vented be provided SQ. IN. of en IN. of Ventilators See Elev ( ) I required soffit by upper Ventilation Ventilation �\Q uj needed requirsoffit ed needed ventilators IO I T 0 ��^L JP� I Main 0.0 1.0 — — — — I Floor 316 303 43 152 11 76 138.0 5:1� 2 SLOPE 5:12 SLOPE' (Zone 1) 0.0 138.0 I Upper Floor1170 1123 160 562 40 281 288.0 w (Zone 2) 150.0 138.0 �—NOTE— ZONE-1 N E -1 I u- GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS ATTIC SPACE � ( REQUIRED BY FLORIDABUILDING CODE 7TH EDITION (2020) RESIDENTIAL. '316 SQ. FT. ROOF PLAN - ELEV-B SCALE: %4"=1'-0" xrs N O ,N CD o Q o p m 7G 4? cs C o a� m c= a N a d V a✓ O iiE ' a . (� 13}t!!ii To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H tY E � M 8 O 0 N N , 0 c ro H rn r r `� NMC # W ! C W U- d J -, ` CL z C I, C? 1 N Co O J co M Z Q co FO— IL aZ O U U Z W a❑ z W C 00 z W D� z o� Q� J I� M Ln v � 4 -, W M Q A V OL.I.I ^ O t,) w f— VI G w '— 8 i 1 =® = L _ C) y m 0 ®l0 em C w M C+i z O ZZZ Q J LL. C E o° ® Ca 20 jo 0 Cq N � o azr ww cn C o m� Fo o, J 7� <z 1z Z W Q ova Z go a nw wLL 0 <o =F r� o wF �- 'o op a x o~ z ¢TU3 C 0 O i >M Crn o CU T :3 O -� QCr cc 0 N F- on c U') .•.Woo o G i] 00 o LLO N Q C%4 C14 r E M N CD o z f0 Z a �, r E T m a U ° ¢ p c JOB NO: 22-12359 SCALE : AS NOTED SHEET N0. 4 �y IL wZz I i i i[-..-T-.- -1 i lair-� nu -lf.�i rTi:.-. s. 1 _ ,. I.. _-.- _ _ .. I > e p e' e v p. e• V 'e IL A' . v ; 'e 'e 'ems > • > • i • � e, • °. . 0•V . p•V � p • p V �. a• p V p, vv:e�v vv:e�v vv:e�.vp:e�v vp:e�v vv: -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN 1 /8" SAWCUT x 1 /4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU a a U 0- CONTROL JOINT DETAIL v vv.n° 1 9-_n,, 1'4" 11'-8" 3'-5" 5-2" T-5" lie 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. TYP. @ L AC PAD PORCH S3 T L — — — — — — ■ IN ■ I I ■ - - INDICATES FILLED C LL - w/3000 PSI CONC. GTOUT80 I I I r FROM FTR. TO BEAM I I IU ■ REBAR VERT. ABOVE: SLAB. I I eo 5'-10" 6-10" 4" I TYPICAL @ ALL PLACES SHOWN. HOOKED FIG DOWELS w/ 17" EMBEDMENT I I o w/ 25" EXT. ABOVE S B. I GRADE 40 STEEL I I — C.J. — HVAC CHAf i, ■ I------ — — — --- 3,1„ BASED ON' N PROVIDE 1 1/2" (RECESS FOR SGD M LOCATION REFER TO MASONS (SCOPE S3 I I I ■ CV) FOR WIDTH. ^� III ■ o 0 "v I I I 1 al C.J. II ■ L I s6 I7 r TYP. @ I TWO 3Y2" MIN. 3000psi CONC. T-8Ys" I 4'-1" STORY SLAB FOR HERNANDO COUNTY ONLY. 3Y2" MIN ■ 1 I 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER o0 1 I� d TYP GG S3 — — _ C.J. _ ■ o I I I I III o I I LO I I I I III N o I III V-0" 7, 3„ I o I N 10 L — — — — — — I PLUMBING GG I STACK C.J. = S3 _ 2'-6" x 2'-6" x — — 3'-0" — zo 13'-1" 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND FLOOR -- ---_ _-- FOR A/C o I i — — — — K 3 1/2" C I = S3 S3 w i I I ■ ■ ■ ■ 9„ 17 9" 1 2 0 W in Li o „I J I Z Z ILL w 11--6N " T-11" ■ PROVIDE 1/2X 9 " 1/2" RECESS FOR ¢ I Q d MM p 5 > m 00 I 4" - FRONT DOOR Vp ¢ a TOP OF CONC./ PAVER TO J _ O CO v I BE 4" BELOW FIN. FLR. 61r co I WLU >w 2'-6" x 2'-6„ x V-4" 4'-4" C.J. 1'-0" w/ (3) 1 — — — — I v' #5's E.W. L v s3 I TYP. @ ■ I I ■ ENTRY w o I A C-7j) I S3 TYP. @ SINGLE o i J I i STORY (2) #5 VERTS w/in S3 (2) #5 VERTS w/in I HB FILLED CELL CELL- - — — — — — — — — — — —FILLED — o ih V-8" 16'-0" V-8" 19'4" 5'-8" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING O Cn E 1 OO C0 w J Z Cn MONOLITHIC FOUNDATION — ELEV—B_ SCALE: Y4"=1'-0" Cv o 0 Wj W — � W LL- •r C O- cn N _C <a CU N a� � •D f= 15 i ca ao C o o_ wo— M 4 C To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W lot 0 E " 0 7 (0 V m CO N O u- LL NMa J Q u_ li UM (� w Z r Co n C, W13ei o 0 O Y W Co °l 0 m w CoZ N Q r LL z N O U U L) W E] E] Z c�v o o Z Co 10 z o — —' ti M N z MEm � � o LL N 0 ,,, o N wrs U Uj J MERL U o' Q� t C CO W M oz 3 Z q U o E zo o° > y N ze v <o F— nj x c<'i o< n Oo o O (v N az o ¢O �2 wa L N= z aazz mo z J z z u� Q a o� ire zo U nw W U a� x� r3 O 6i _a � o C)F cooa � zaTo3 a F o— 2 C:)�L 0 � > M N O ui rn m O > • T— C)/C^ ^ Y !� CL v/ N � 00 O LO N < � -- T M N CU Z -E :3 N r E z° cc d 0 U J Q ❑ JOB NO: 22-12359 SCALE : AS NOTED SHEEP NO. 5 it UI fit, "I i., I ii i. i.fi U .1-1, h1d, 11 °iiii �,111I., ,,,111j 1 1,.1, J . i i r-- T TYP. @ 1 CORNERS p2 I 0 h Cl) 00 LO 'IT-0" 2 FT3GE D2 12'-0" H O ILL. o@ 24" O.C. MIN. CE CE S6 r TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE FT7G FT6 TYP4WALV/ 1 0 iv LO O O D FT8G .I FT11 LL — 1 FT13GE BRG. WALL J S6 "- TYP. @ 2 STORY. SEE JJ/S6 @ STEM WALL 35 22 D1 A (2) (2) FT9 CJ3B CJ1B EJ5BA 9 D1 D1 FG3 A TYP. U.N.O. "v 00 m m c� U U S-0" M m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEED (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or f%32' EXP. 1 0�116) TILE: 132' EXP. 1 (3�/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" 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. 2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C. TO BLOCKING (2) 12d NAILS TO - BLOCKING EACH END 2X4 BLOCKING AT EA. ROOF PANEL JOINT AT 48" O.C. Mu TRUSSES 2x4 SPF STUDS — @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=oft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING -ROOF OR FLOOR SHEATHING (2) SYP#2 TOP PLATE LSTA30 EACH SIDE @ EACH END OF WALL SEE C/S3 FOR ADD'L INFO. SEE PLAN FOR DIM. SEE FND. PLAN d FOR FOOTING ° INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS I SCALE: 1/2"= 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 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 1 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 5l8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR --- M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** — 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (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 24-1Gd x 1 1/2", HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FX CONT LEDGER /PLO v Lu C C') mom V 7Of 6 C.0 SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-13 SCALE: Y4"=1'-0" c � o i o cr ; L � u cu � o SRO ITI-1f1 IT, -i i A e 1i,-:oval P.: ,,rn, �x i �lrr-r- - err r7- r (2) TYP. 1 29' -011 I ILL✓ 11111VI I ILL✓ 1111 1 OVERHANGS OVERHANGS i 51-81 I I , 19' -41 1 ALLOWABLE RE. ENGINEERED CLADDING W NDF PRESSURES AND PER ASCE 7-16OOF SUUCTIIONIS GN FOR MEAN ROOFOMPONENTS HEIGHT :5 5 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 1 2e I 2n 2r 3 1 3e 3r a=oft HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 1 -60.99 -60.99 -60.99 78.58 - c\ I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): � ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 1 \� ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1-71 ROOF SHEATHING: 1 SHINGLE: Y16" EXP. 1 C%6) or 1%2° EXP. 1 (33,1'6) 1 TILE: 1%2' EXP. 1 iV16) I I NOTE: 1 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS 13r 3r 1 + 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1-1 /2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ _ LGT2 3500-M 3240-F LUGT2 13100-M 4520-F13100-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16E SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10- 10d SPT22 735 8 - 10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 680 1 570 1 (20)10d x 1-112" * 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 5'4' 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 IARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: Y4"=1'-0" r � - o Q =o >- w Q o — m a ,.'A B N -c.r E c To � cs m ` %m Cn c E, .- 1= w'. aR N 6. „" • 4 ••. • L �. '•• a .....•••. ,��`rr�, O � F S S 10 �o�rraorpr�stE�tt���� \\ 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 W �E 0 8 UiN r Q C!YI M '. r n - R J M M C LL d 0 IQ Jerry u. W V 4 - Z m .c �. 0 W :3 f6 r- (p O � m Z 100 N Z Q J L0 ILILN Z 0 U U 0 W pEl M Z N Cl) O O O Z QNQ z O Q Q J — — N M v I /�`/1n� ••per V O W N U O� W oJuft Le cli .�- F— U) U c W m J E _ 8 ml` zlr = t U 'o N rn to d `0 Y N .4 o m J w M co z a z 4 � J Z 0 �o ) N <B QE O E U oLL E z® oa (a ~ � o O U O ¢ � <za UO V 0 ir< wW C',t o • � c U o 0 LL on go C U <� �W o �o oCD wa a= zIaTUU 3 0 C:)2 i M O 0 C)I7� co r-1. Acc T c) t\ Cr Y co O U) m NCN O O 00 N LO � E c M N O Z M Z 4i .— E T (n N `m D v a: U � Q c J JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. 6.2 I T i :i,, III b I --r rri .i , l r i-r�9, 1 ff_P1rro.,r. , ,-r, � rr;7 -M -9. 11_ 1 J r 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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / • O Safe vertical load Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM & GROUT SOLID �• w LU O #5 BAR CONT. 8F12-1 B/1T O W" LINTEL DETAIL SCALE = N.T.S. Mimi � ME MEMO 0 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8)Y4"x1 J" TAPCONS OR TITENS CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ %" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE oL SEE PLAN I I T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" O 8'-0" LL (D 4'-6" LL TYPE DESIGNATION F =FILLED WITH #SREBAR MIN. (1) RECIQ'D ALTERNATE POWERS GROUT UNFILLED a ° R =RECESESSED S CLEAR STEEL LINTEL QTY. OF #5 O ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY r2 C7 G ° M.U. #5 REBAR AT TOP ¢ w A' ° MIN. (1) REQ'D ° J 1-1/2" CLEAR 8F16- 8/1T Q z ° GROUT tNOMINAL.t ° C c QUANTITY OF 5 REBAR AT N ~ l; C.M.U. / -\�-� WIDTH #5 REBAR AT TOP ° BOTTOM OF LINTEL CAVITY d z L, w U O to 0 4 -6 LL NOMINAL ° OTTOM o � d oLu HEIGHT REINFORCING Q ¢ t7 00 z 7-5/8-ACTUAL PROVIDED IN Z LL O w u^ p � p 8" NOMINAL WIDTH LINTEL ¢ O � No ` #5 REBAR AT BOTTOM AS INDICATED (VARIES) n a a '✓ L MATERIALS cTf precasMintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION B MIN. 6-8" LL (D O 13'-0" LL 6-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-13 SCALE: Y4'=V-0" V r h9 CP Q m -Z. W CD cc �C L- m _ E` s G .ram.. E�ir OtWAI S k . �N •,, O v `\\ dpi€!l R\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rA W cE o ao �q V S N N ti 0 ao 1 04 h J (� NM QV � LL Q C J LL W Z — o a m c 0" 103 W 0gcp m Lu 'n Q Cl)N ZIL < W 0 Z N OU v C) Go W ❑ ❑ z Co N z o � <c s, w rz � M o J r/ U O w o N � V C W J •�"•4 (..) o 002 44 J W M M �z o Z Z C LL_ cd- E E oCU Z O "o �� � o za U ♦— _ a= R8 aQ 0O �U 0¢ O E o C14r° L O Wg < a Z J W � V) C �= or U O mo O� Z Zy Q W Q W �� Z Z ga Q � < a mw V w<° o za o3 >M O d' Ca Ca O AN O y O U) m 7 �., CD N -� 00 O U-) N Q '_ ui E M N o Z Z r E m CL E a U Q p _ JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. 7 3 v w 'mot 0 i n N 1 v 0 C7 0 01 M N i 0 v V) rn 3 a E E 0 x C rau'i LL E2 0 0 U i .0 0 i 0 C LL` N 0 0 0 a. N N a m �i vco NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY If 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 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1- SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1, 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3.3. ALL ROOF AND FLOOR P WI E SIGNED AND SEALED BY A 00 F 00 TRUSS SHOP DRAWINGS ARE TO B S GN A S D FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND REQUIREMENTS, BEARING POINTS BRACING , RE UIREMENTS 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. . 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. 12. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2. 6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT, BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1, 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-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. 3" 1 Y" /„ 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 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4, 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS, 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1, INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at feast 1'-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- Toprovide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete over ou and mortar along the foundation perimeter must be removed be ore exteric, sol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, Including landscaping and Irrigation. Any solildisturbed 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 9x7 +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" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. cs cv Z w Q ©;moo - $ LL_ Co Cii •.- 2 c C y o � d _ tr u..:..:3 ea 3 U, �m C3 '. w '\C, .o OFE 4 8 S 10 ``����� �fel1011111sttt 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. N W vE 0 a $ N 00 0 N ' 0 us U-)� U QC -I 2 LLLu o 0 13 Z �_°'_ o w o W 3 0 NCO W 0 tn�O'-,jO' m w � Z d -J LML yZ v N O U oU Z 0 rn W ❑13 Ch o g CO N Va z iz J -- M z B CD o �-1 (3) lL 4-1 Cn (113 w m � V O o w to c w �N CJ) w soft Q C) w M M ¢ o Z a 'L Z� O Zo ¢N 0 z E 8 ? ? Da H o R0 U d <� uo OZ wZ CN wo ¢o w� w� ro C/:) C _ C . OY mo O, ZF N m ¢w �Z Z gZa U <0 Qo =k �- <¢ O 00 CO uj a r OU �t Ozl¢ 0 c O > M d' m m L O to I� > r Y _ � 00 LO c C).Q 00 O L -) N Q " r CD 6w M N o Z CIDZ E ti T E r � @ CU CUE 0 U 0 Q C J JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. IS T I :I� -illy I -ITL I I I I 1 [1] TI A Ili;; I 17 75 ----- FF_ 1,��r � 1 IT T , THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 5'-0" ¢ - U STUB -OUT FOR o 0 0 GAS METER O o � U O 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. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" 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. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8'. or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) + Filler blocking 1/8" gap FILL CELL FILL C111—\ STD, 90' HOOK BOND BEAM cn w STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM ON TOUHIG HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. 0 Clinch nails T when possible 1) Support back of web during nailing to prevent damage to j web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I lse 3" /10d1 nails at 6" n.c. �/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate O BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 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 BCI 90s® 11 -78" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6" A 1 Z' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" 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 %,. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) . NAILS 1 R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL FINISH GRADE Backer block (12" wide min.) — Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM-� ' a SEE PLAN FOR °a ° • 04 Joist hanger FOUNDATION INFO a. .4'. r , STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o m T//depth I -JOISTS BUCKETS N.T.S. GRADF REINF. SEE PLAN rVu ummoc 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 12" BELOW GRADE III—�� I II I I • • /`_ PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE Ir- P M I I LU BNGLNE ..4 4 G ° 4 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 4 4a. ° f av G C a 4 ° 4 G d SEE FND. PLN. SIZE & REINF. _ C.J L 4C [�I CC, Q ro ;c _-was 6n = ,Cl E Cb U ! 0 W/y r F'. N •% r �• C • Cfl •: :� A �6� F ' U Q; � . 1 rf6«1<<I1i61;F��\i��e 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. IW- p 0 0 Q M O U (i o c 0 O In 00 °0 N N 7 r4 [� J LLwaY is M uJvc Va' C13a0 0 Z S �' Uron�r UW� mO 0 IL UUM Z ¢ J N OU o Z W ❑ (] v co Z N - 0 0 o N z o Q J — Pi Pi cD o a--J N w = (z a o 0 _� w o N c (.0� U w m nilF- J pE 8 ` 61 = t U o c rn 0 Q Y • s Q N o w Cl) Cl)o w¢ z a 0 E V zo W� � >� Qa z® °wir co a= 614F— CL x0 oa DOO �� aw wg �� =:,- � 0 Nm m 0 O ¢ <W z lu J �z FI g° a Q S LL a ww _0 LL 1k co co F¢ zl< a}O .0 O 0 2 co O � m co 0 O � r CD o Q a. U) o N co L0 O 1 co N 00 O Ln N dN � E w M N C Q o z z N E E JOB NO : 22-12359 SCALE : AS NOTED SHEET NO. SN 1 w n N / Uf N 0 Cn 0 CM 0 J M N 0 C, Q a E 0 `v Z U U O i a 0 0 LLZ 0 N 0 0 0 CL m ,o N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES [& 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --� CHART ON FLOOR PLAN �// 1 x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL I/ 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 Sri Tnr-mmi R T R R FOR UNDERLAYMENT 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 31/4" TAPCONS @ 24" O/C & c 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.) 4,WWF OR FIBERMESH Cl) MOISTURE BARRIER e ° SHINGLE ROOF, SHINGLES TO a ° p P. I I I-1 I-1 I I e BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM I— 11—I lag 1 � 'Tj'=1J=1 D3161-CLASS F, IN � 1-1 i 1 � P • 1 ' 1-1 ACCORDANCE w/ TABLE � �1 � 1i 1 11 1=11- I=111= 11=11 =1 I R905.2.6.1, FLORIDA BUILDING aI I� CODE 7TH EDITION (2020) T1J11i1111 Ti 1I 8,1 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 0- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE v (V ' ° D _ r ° i - z ��O �L Cl) 6 MIL VAPOR z - BARRIER I11 , D �r 4 T D COMP. SOIL. 1 A r (COMPACTED TO 95% MODIFIED PROCTOR I ::==TTl=1 I11 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) . U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0° Q3") OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES Do GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS - INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) _ ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR co @ 24" O.C.) 211 31/2" MIN. ELEV.4-3 1/2" A.F.F. 1p co TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O V STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE /-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"xl2" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE /x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH �3 1/2" MIN. jT—IT_�l, TI 1/2"(min.}-4" _ 9' 1/2"(min.)-4, U I I I 1 y 31/2"(min. - 4" L -T - .�T-j� 31/2"(min.) - 4" _1 1 — ! ' —r _ T(= I Tf iI(--�=f� Tff—III I TI ITTTI ; , I I , I , (2) #5 #5 CONT. 4" 1' 4" 8" (2) #5 CONT. 4 U.N.O. MIN. rc--� U.N.O.TYPICAL BEARING WALL (a� STEP (@ SHEARWALL TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" ooN" ��� pGs "<\E�S�cUR M ill L 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N\�I�s ,GCN�\N INSULATION PER FBC AND ENERGY \r 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 C•t LAYERS W/ TOTAL THICKNESS 7/8" OVER "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 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (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 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR --� r 2x P.T. PLATE ASSUMED FINISHED 'E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE CV b D ' Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z M p D • FINISH GRADE w 25' MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] ° U 9 _ 00 6 MIL VAPOR BARRIER _ I ° - - I - I 1-_ �_I�� °° R 1 7/8" —� #5 REINFORCING BAR r �_-I !--I I Z ! ( D� -III-I =1 _ .l I 1 .• .' 1i r i. �-111}-- -�I i [ #5 LAP SPLICE _......... _ .__......... _. D ° ' - ( _ COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM _ =I ( ! -III -11 ! III D1557) -III 4" 1'-4" ' �I�—III '�I_II� -III--III. !IL 111=:III FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR F WALL FOOTING rE C E 0 FRAME A OOT NG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4" 7u, S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" °v GRADE 00 - - - a • _ -0) #5 REBAR w/ OPT. I =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" 9 PAVERS O.H.D. RECESS y z O.H.D. RECESS _E d CV ' M � r M 4 7-1 � ill�l .. • ° H4„III T 1 SEE A/S3 OR J/S6 —``1 I I I II I rr FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS K�j.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 -1� I I I I�t i, I I I I. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I P.T, 2x 1/2" GYP. BD. 2,> HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB I j E N T= 1= =TIT— . 6 MIL VAPOR BARRIER I- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W r V CLN611�= ° a W=III—P 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 N �: WWF OR FIBERMESH ; E (2) #5 CONT. =I I Iml I I TI I„ I hI I I I l^ ON 3" CHAIRS _ 10" (TYP.) 8 1-4 8 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF"N� WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR WWF FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)�7 [ OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS a AT 24" O.C. MAX. CONNECTION INFO % SEE PLAN FOR % &LAYOUT DESIGN -� TOP OF BEAM ° ' 111-TI111; N (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL r c - = - a. ' ° ° c ] �, �. I T T TI1 eC. �' BEAM SIZE & _ N a CONNECTION INFO M 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6'41 g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE Q SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION I J COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD - -INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `-�" ' ON FLOOR PLAN SEALANT w > SIZE VARIES PER PLAN MIN. VERTICALS M 00 ? GRADE ° �) CONT. BEAD a w/ (2) #5 > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 �, , �' SIZE AND REINFORCEMENT) c7 ° •=1 WWF OR FIBERMESH T M w fn z w o - LI i!! U ° BRICK PAVERS or SLAB PER on _ ; j' • � • ,• __; _I -! - Z z / COMMUNITY SPECS=5111i Cl) -� 0-0 FIN. FLR.�IV ,.�o��000000 • . TAPEREDR. ING rCD 1 2� w FOOTING -III .I1 , l BEYOND PAD REINFORCEMENT -I 1=--'''- (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �3_ Z o Q �= -i >- W o� �- C-> N °cs m x L.L N C d Cl o N CC NN � Y C N IU ov CC E, � v \\0t1littlttB30€t, OW P.�'f NSE• �6�� .v �<1 " o !1 • N :� Pm !f•fel 74 ffff•" 1 \ 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 draw ng pages bearing Engineers signature and seal. Q O M U 0 O m 10 ti N ? G rQ P a Q 13 N M V i C = LL J I.L W W a IS a Z m 0) , w @c o = ro N ( 2 W in�6rjb' m w Z L LLa LLO M Z Q Z N U 0 LLI ❑ ❑ V M z 0 0 z N z o � W Q J v7 �— N M � 0 o � N 1.,.1 = Fu U � O cn ,o in U P Monk 11' t U 0 o o W M M z a o Z Q E E v a= °� f @ X 0 00 0 CZ) O CV L as .00 ¢o ww �� w � y U tim m0 o O Z z � QJ QW N o� o U U 0 1� OCD Z �O nj CID w¢ 1 a x 0 a �O 0 = >00 m ro O co ICU Y O 0— 00LO N ~ O 00 LO NQ C14 N T ro E w c M N o z ro Z � E r E iii r m c a ci o Q o c ° JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1!4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO - TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +'� + + : STUD W! (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO - - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —/ FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" 0!C FIELD SIMPSON SP1 w! (10)10d NAILS AT EACH STUD 2x P.T. PLATE RE 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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 a ° a ° a a a ° ° g" 5TD.90`HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (DSEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Tjl � SF� Np�� 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NnT TRANSFFR I nAll 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE ►OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2 (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� r SIMPSON HTT4 TYP. OHO Oq 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. Sq. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LB'LOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) uj 0!C FIELD T 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA, STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. rp MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO, PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7NAILS TOTAL) EA. SIDE OF • �B•�N ICE STAGGERED • 10d @ 8" O/C 61STe. ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 b1i C. P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SP4 1r SIMPSON SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24' O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) i (6970# SPF) 1S (9335# SPF) N. 8" PDXIED A.T.R. 1&NUT OXIED A.T.R. t & NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE F 2X BLOCKING i I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/0) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING + SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. C% A R W, ` - 0 �r 'M cs rb � u- cam. s- N a Q. a�+C'V X cr u 3 cc 3 cc i;- 6-2 o a "NO U m i CEO. OF •�"^•,'' L �lV� tit �0rfQllllfZ! `tglti������ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q4 O M 8 0 O N Cc( �� M f n N no ^C 4 LL Cl) It 2S CICU J Z LL w 13 w _o0 co N to �5 :1 W �2Oj6' of w Z un coZ ¢ tJ- �n N r O U o Z W ElEl \ 7 to Z N M V o g z W N z o � Q J � N z o LL � Cn W � A f0 U 0Q) WV) w ul � co ,,, wig E — $ ... 3: z610, v o D c CD • �Q N 48 o� � �w 0! M N O Z Z G U_ m E E ujz �� �® ca t� C �= 0 U o< w� 00 �0 o1 CD nI .0 ¢to W= W L C%) _ c t O Y O �m ro � Z" a� J ¢ ¢z i z [n N o� z ao ww 0 �- O QY aO Mj w zla a 2 ° 0 c Q Z i (Yi C) m O cc T O CT Y _ CL (f J m 3: LN M 0 00 CD LO N Q Q0 04 '" E c Q0 M z = O E r— r z r a 0 Q p JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. S4 I III 1111 1 1 1 ITT 1' - I SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS-� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" 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 SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING 45'± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. '• BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT X DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / x 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF X NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 1/2"8 J BOLT 48 0 C INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/411x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES `� _ � _ 1/ (2)16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING % RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/2-16d NAILS @ EA. END 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 @ 4$" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207 , L = 4 1/2") OR EQUAL " (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" 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 I i v v v i - Z_�' ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5555� IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 ' L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-/ I LI_ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ [E 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION 9 � SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ E 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4' O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 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. REV. 06.08.22 15 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i I r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z � a BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2)1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/411x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" Q.C. GABLE END BRACING DETAIL SCALE:3/4"=1'•0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN Ll mm j NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM 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 1 1 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N 0 4 W N N O � Q d 3 ro jW T ro � ``° �FtOFf� ell • '' ° .. S f •�• :• •,, E'`P \ ll�•pll i'I il?r14i g4F��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. ff! W 8 E 0 0 m Q 0. U O V N 6 Cc:) N r =�°� 0) rn�r� 0 M V' 2SZ ° ` I1 nJU_u' S I pW. a ._ - a m c � w a i Z N Z Q � ILW cn�On'O. m LL N OU 0 Z W ❑ ❑ z N o z � N 93 z o M C7 0 W W OW p N o✓ w �V) U) U C W J E _ S I I- �i U o c in Q N o a eQ �m o W M M �2 ps z W E CL U QO L1 Qo Z® ❑a ca Qg1 x U &- UK " O 0 z Nadz W �S -z ww r ai HO mo tt z4W(n �z to O "`JJJ v O Q wLL �� U a nw =k r� o-Z z =3 �0 C.0 a V z¢Ta3 O C)i O � N O °7 O) m C� O %'co T O �_ .-. CU O ^< ^ U co vJ �: LO m O ca O 00 p IO O Q T E E M N O z cc Z N ,— E T c m d U Q p JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. S5 3 x W I I N i M N v 7 0 Q 0 r- 0 0 J C14 Cr C rn 3 0 0- E E v LZ 0 0 U Cn iu 'o i a- 0 15 V J ti 0 0 a O 0- °; 0 �Q m v cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" Q.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ, FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN A 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - (RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER J rLl PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w to = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD W LAYER 1/8" THICK. �w INSULATION PER CHART ON FLOOR PLAN (" B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL -- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/(8) 10d x 1 1/2" NAILS TO STUD & (8)1 Old x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH ATTACHED WALL SHEATHING MUNICIPALITY 4"to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED N ° d FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN M ' FLOOR TRUSS 'I —III=IIh=T�i III �— — 7—T00 1 SEE FRAMING 6x6 W1.4xW1.4 WEEP SCREED - T=III—T I a j I I= o? PLAN INSTALLED PER MANUF. WWF OR FIBERMESH °III—�- III-111=III II ° III- „ III —I � I=I ( I — I 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2 _ NAILS 24" O.C. INTO TRUSS ' O/C FOR THE 1ST 2'-0" OF @ III—Il,,111-11' STD. 90°HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR "—"' (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" END INTO 2"x4 BLOCKING IN KO BLOCK TYP 2-STORY WALL SECTION j SEE DETAIL2/D2 FOR MORE INFORMATION REV.03,16.21 SCALE:3/4"=1'-0" CJ`6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TRL ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED LL LL INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" u NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE C6W1 .4 x W1.4 WWF OR FIBERMESH IA 4 6 —I 1 I III 11 I III„rt I �IIIIIIIIU�IIImIII���1 I-' (3)#5CONT. ON3" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING x PROVIDE X F1 BLOCKING AS REQUIRED PER D a SECTION X-X IF uj NOT FULL HEIGHT SHEET C z z M G FLOOR SYST (2)- 2x TOP PLATE Il/ BEYOND I - - 7— OSB EXPOSUREI F F15/32" SHEATHING Lu w = SOLID 2x co C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X uji IL C x �Lu xLu E F- 2x STUDS Lu BEYOND. 0 SEE PLAN o 0 U) I �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM IAIAi ( ri P1/A-r1^AA n(A^MAse Zt� " "S" = NAIL 3/8" SPACING ,/z" 3/S 1/2„ S • 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vFanra SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT -j PENETRATE SURFACE MORE THAN Ye". Fq- 0 ? 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL CD© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl8d COMMON NAIL Z _ V_ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. of O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL w LL O O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER r 0 aw/ q =I-000 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. U z 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N Li0 O~ MEMBER IF GABLE END c NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 0�FRi0R N% SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH ° 6 w d ° M -III—III—III—II °.q..°°. .�.° A, e -III--III—I --III III II 4 4- II—III III-III=� (3) # 5 REBAR ON Y CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 • 8d NAILS FOR WALL SHEATHING MUST BE MIN, 131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. oo FINISH GRADE — 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. �0 c+� C-4 C= c\t cs f >w Z o` C, c= an O U N f6 CD a.. 41 a� cY 3 cc cu c o a 'v o. \01111111ttill \N � .a �. • r N • \� _ 6 O 6. U ��o '� ''•. FL O •' �, 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. N "t Eo Q 8 O N o - ti eQ CO (D W N Co G ��� R tl1 ili�r-� J N � cr FL25 " Q C J 2 W J U_ S5 a Z 5 c Ec 42 O o Ci fU N (_0 m Wink°~?°' w L LO m Z Q J a N OU < 0 W o a Z N Z o � Q J a M t/71 zCz Q) CD 0 4-, LU Q m U 0Q) w o ( / I [y N V C w E I U o - U) 0 ri, ¢ c, 0 —o sm o CO W M z z it J LL Q of zo 0o >N z aN Z� FC— Q 00 O N a ao Q X. W L O �S< om 0 mo 2 C:U O > �Z o� �U aw m 3 wLL gao z =G w 'o o ova V za 0 v O 2 O"It rn cc C� O co O 00—NCU — O Ci U) 4-0 LO a_0 co 04 O 00 O N Q ui E w M N c 0 Z Z y T E lD C a E w U Q p C °i JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. S6 (MONO) I I I FF —7 T Il i Tel fT 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED 70 STRINGER 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT / 4RS IN WALL 2x12 SYP BEARS IN WALL B x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS 2x4 SYP BLOCKING OF STAIR TO CONC. W/ 4" X /FOR STRAP 2x4 PT NOTCHED INTO STRINGER 2" TAPCONS @MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND / \ NAILS) OF STAIR TO CONC. W/"X \ NAILED TO STRINGER / 2 a' TAPCONS @ MAX. 32" O.C. / (IEW "A" SCALE: 1" = 1'-0" E SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER a�. 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH rSTRINGERS SIMPSON MSTA21 w/ (16) 10d NAILS SIMPSON A35 OR �— 2X4 SYF' bLUUKINUAP FLAT STRAP NAILED TO RISER AND E FOR FOR T SRR LSC EACH THEN WRAPPED AROUND STUD - STRINGER MTS12 w/ / 2x4 PT NOTCHED DFLOOR (14) 10d x 1 1/2" AND NAILTO WITH GLU 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS \ PLAN VIEW DOES NOT BEAR IN SCALE: " = 1'-0" WALL \ NAILS) NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE - AT STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0, 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW. SCALE:' = 1'-0" SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING CTION VIEW "D" SCALE: 1" = V-0" Z- a' PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D—D SCALE: 1 = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED H 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" / 2x4 DRAFT 2x12 NAILS) STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 1x GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING L SECTION VIEW "E" SCALE: 1" = V-0" L, H E SECTION VIEW SCALE: I" = 1'-0" On f F 2x4 STC 2x4 NOTE: 2x8 DRYWALL STOP NOTSHOWN ---_ GA SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER 2x4 BLOCKING FOR 2x12 SIMPSON A35 4- 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 4'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" SECTION VIEW _ SCALE: J" = 1'-0" PER CONTF-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW 1 POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X B OCKING IF 2X STRING R PSON MTS 2 w/ 10d x 1 1/2" NAILS 3 D OR 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" c.v VIA ;ram' G ►- '� ¢ C� o co a •:N ca c� � cv as AI � r N � 4A lift (71 P sl To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W vE P �a _a ,9 V all00 r C ��co N N � I- 20 co 'tr c -j LL w (l ,a V JLLLL —a a Y I L V N CLLN C0 o 13 1 W ( °' Q' m w Z Co MZ a J a N OU 00 Z W Mco N M 0o z NN z o Q m wad M V) v C� o i>3 w N U o 0 w IN y �U') U) � tQ 3 WINw Of N d ¢ W Y �Q M z C7 ('O z Z O z J w E � w O w'z } N <. z' [O F— Q=O XU 0 UVU � — C G �¢ ¢Z b< Wz (n C Uto Y U Nm OLL Z z :� ro F QW z Q Og z z g0 a NW `s �O ow S H- =� O Y o< r � � o— � Z¢TV� 0 O 2 i > cM M I.L c� m t7 ^' L 0 cocoT Y CO �/'� V / 0 L► a-d C7 N 0) 00 O LO ai w M N o Z � O N T E T B - c CU a E U JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. ST — — — — — — — — — — — — — — —� CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED CONV. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg -,J� 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vw c-Ivu Lw �wr r 1 nvv.� vv�u TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH f:3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----L-WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ =411 I' #3 STIRRUPS AT 4'-0" -- - WHEN DEPTH EXCEEDS 30" I a � o ° GRADE - z N — T r r 1 -4 II PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT8'-0" MAX WOOD TRUSS C�v VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT, AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2,1 w 41',- ZU) PORCH SLAB SEE J N a a FOUNDATION PL AN = -I . w � 2 - Uj ... z w J W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH - , '- EXCEEDS 30" n ° LOWER OR GARAGE SLAB 1'4' I' SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 3 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER AUSSES HIP SIDE OR BOTH IF REQ'D) C (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" =i (2) #5's CONT. T&B w/ 4 ° #3 STIRRUPS AT 4'-0" - WHEN DEPTH PORCH SLAB SEE - - 7 FOUNDATION PLAN ° ° EXCEEDS 30" - _ - - RAD - e • I CV .r 1'-4" ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY z O Q > w J w w w U) INTEGRATE KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ W/ (1) #5 CON I I REQ'D @ MID I I I MASONRY PIER SEE FLOOR TO CMU BASE OR PLAN FOR COLUMN PER ELEVATION IF INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED I MAX 3 SOLID. SEE ELEV. Ak COURSE FOR BASE SIZE (3) #5's EA. WAY SLAB SEE PORCH R H -- ° Ak SLAB FOUNDATION PLAN LEVEL = _ an a (2) #5's CONT T&B w/ CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" • - '- SECTION FOR - MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 7'-4'1 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION aC� FLOOR CONNECTION r22"'� SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON HUC410 w/ (14) CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" • - '- SECTION FOR - MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 7'-4'1 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION aC� FLOOR CONNECTION r22"'� SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON HUC410 w/ (14) ( SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR — COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. - SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATEON D OPTION B CONNECTION I NFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP, U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A r__� A SEE PLAN FOR TOP OFAM SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE, OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d / • NAILS OR IF 2 PLY TRUSS _ _I SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF r9 SCALE. 1/211- 1 -0 %2' CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ TOP WAL "FSEE PLAN — MIN. (2) 2x8 #2 SYP HEADER, SEE Q/S4 FOR REQ'D CONNECTIONS -]p 2x4 #2 SPF STUDS @ A!12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2, J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS SEE PLAN FOR OPT. a STAIR INFO. IF °a CONCRETE STAIRS < FORMED &POURED ,. MAIN HOUSE SLAB W/ (1) #5 EACH STEP a. d. A. (2) #5's CONT. T&B a a w/ #3 STIRRUPS AT . a 4'-0" WHEN DEPTH .e. ' d, . $ e' ° EXCEEDS 30" e GARAGE OR LOWER SLAB a Lei $ SEE PLAN 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. • N _ � W +..� o a N •p N � 6i 7� a c � B.. 0 V V N o d • � W U `JO .0� z 'e ' E 1 •. �� a1011111 ! l 1111"i1,,�� 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. of w lE 4 s N 8 o V y co C N co 0 N °' W U)r-o� ai M V i uT 4 C J Lu JLLtL j a. 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Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. of w lE 4 s N 8 o V y co C N co 0 N °' W U)r-o� ai M V i uT 4 C J Lu JLLtL j a. Z @ C Y" b y W ff ca Z L0 IL N Z Q aN O U U cn � o❑ V13 M � z � M co 0 0o z z o ¢ v J N rl NOz v�2 +1 N u- W m ' V o FIR M •j.�` 0^ W o (+ 1 (�✓ N �Ln U wigLu J I 1— — E t 8 to U o • C co ®Q ¢ s N 4m o w z cc __j M z Zd o wo Y� ;? a wo Z® z ❑ a co o _° a` o N a zo W z wa �; L Q o m g rp z o Y o' z o yJm Q W C" J c� ,a � w z zo a)o� aw C.)g �. LL 'o y o aQ jo cY zl¢ 2O = 0 L > CM cu c� O CIO /'•\ 0 O m Lf ol Q a w4t .0 co O 00 CD 0LO N Q '_ M N o cu E :3O v) T Z Z E T— w m E E v w C I1 U ¢ 0 J JOB NO: 22-12359 LO SCALE: AS NOTED SHEET NO. D 1 (MONO) 1x4 1/2" DRYWALL DOOR JAMB (REFER —1x4 1/2" DRYWALL DOORJAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. ///,/�/ APPROVAL FOR CONN. i/� /,� j%. APPROVAL FOR CONN. %-' /,' i 1 X 4 / 1x4 P.T. /' 1x4 FURRING /4 FURRING 3/16 Q� X 3 LONG /; FURRING (2) ROWS 3/16" x 3-1/2" '' 3-1/4 LONG X 3/16 TAPCONS TAPCON 16" O.G. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. L1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" " DETAIL 1x8 w/ (2) ROWS 8d NALS 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3A6" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. // / j 2x8 P.T. w/ (2) ROWS 3116" APPROVAL FOR CONN. / j j x 3-1/2" TAPCON @ 16" 1x4 / , (2) ROWS 3/16 x 3-1/2 , // ij O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END wl MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O-c• 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL T�_ SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX li SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK 21-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1-1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE BTWN"". NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ----""'----- CREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL I I4` MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB) (TYP,) STD. 90' HOOK (l 7Y7 +5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP 12 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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. v'..,'.. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING P C G WITH UPPER HALF OF MORTAR BED AND TROWEL ,. REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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 MAYBE 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 L SCALE: 3/4" = 1'-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 6-0" . _I=1 IT=1 fi=�1=1Tf=1Tfr T D g GRADE , D °; IIITIT ° cV P M Z N h . ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION 4# DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ti ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" R AND NAILED W/ 8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 41 STD. 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d ` f�;� @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. % WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND TYPICAL JOIST 41111 SIMPSON HGAMI OKTA @ 12" O.C. 1/4x1 1/2" SDS SCREWS ' +211 NOTC F,B @ FIRST COURSE I ` INTO BAND JOIST & (4)1/4"x2 3/4" FHE TITEN INTO K.O. BLOCK ' S` r 411* =Lj- FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW--[:]�� CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT 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.* / 2XX11 + �N + 2X4 SYP . . EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * 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 / CENTER SOFFIT PRECAST LINTEL �1/ SEE ELEVATION FOR OVER HANG (MAX. 4' _0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS GFF CHFFT n,) Amn SIMPSON HTT4 w/ (18)10d x 1 1/2n 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:14 - 1 z 0 a U_ 0 W U FILL 1st 4 COURSES SOLID W/GROUT n FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • e a •• OVERHAN •e e a; A . RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-0" a A #5 BAR p ° . .• CENTERED W/ • ° �► 9(r H' IN TOP o a •' KNOCKOUT / N ° ° CHAIR BLOCK MONO FOOTING - •> ,° SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .> ° • ° DIRT Z °• ° STANDARD o #5 BAR IN ' 90 HOOK N FILLED CELL , , - • - a° STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 U EXISTING FOOTING RETROFIT FILLED CELL DETAIL ­1 ll _ __ ... ­1- 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. re � W —' U LY f ,y v � •a :r � its �o 1 \AS E a �'••.,,, E LO .,. 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. U) 6 S � N 6l S w ai /0y� # Q }n Vz aj co V 5s22 LL C J u- 5 LL M LL 5 w d m C;o W > �pj6' w Z LL m U M Z J J 0 N O U U 0 Z W 13 0 z N M 28 z o � a AVON& J a N z �j 0 0 4-, tO W � m U O-0 c1) w o CN V� U W F— J E — � S L O co C. s m AIL o c JZ W co co � ¢ O I J U_ � Z �z oLL Y � a L E iL. =® oa CO H rU — 2 O 5z aQ Up � U 0 oQ O E N o <g 4 az �� L C ❑ 0 Y U m 8 M z, ^ r a� J I �m F aw Z rn Og zqZQ JUU Q LL a mw 7+ ao �k =� h o ;o 0 ¢ zla 3 0 �O = a `e' o rn 0 O co r1_1T cu /^ U W m LO atea O N E M N 0 N c O E T 4i T Z a U _j ui ¢ n JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. SS ---------------� (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING - IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS —�, G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD a SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS 000 0°0 0°0 0.°t T P. 2 - 2 x 4 SPF O SIMPSON CS16 wl MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2x4#2SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B H C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP :1 22) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS _. AND MULTIPLE STUD PACKS 2 x 4 SPF STUDS B INTERIOR HEADER O AT 16"" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE I• D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" Q.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS END OF SILL OPENING (MAX.X. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING , CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT I SURFACE A 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ` IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD \ PACK W/ 10d NAILS ` (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, ' A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" `. TAPCONS \ FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS )R 2 PLY GIRDER CUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. a@ 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR I AREA (TYP.) COL. SIZE i �I�NAILING (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING —BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) II SEE PLAN FOR I I COL. SIZE I I SIMPSON HTT4 w/ 08) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/C N2 PROVIDE 2x4 ON--/ TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END _MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ WOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT• CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTS DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 1 SYP U.N.O. \\ J, / 2 x CONT. T & B 11 � (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ' j ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER Iz SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE —�2xSTUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. 0 cm =C%& � o Q _ �4 :W W � s c os. c cc u �a An c E o C3 \ �� ••'• N S E '• A U • 0;:ESS14N;`NN��� ltil`t0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E O QU 00 N O m 0 i W - N Oro N U) u. Wo �LLL 0 L f6 O !C40 cp W 05 Crn m w 6 ,ro CO Z Q J um N OU Go0 W ❑❑ 0 N t+� z o z o a J _ r U1 Z a c (1) C � Riw a U — O w o � � y �N � V/C L.0 J _ eGig ml. = U)0 Q & o o w co� M z m z U_ o � Zo ze o CUM U0 o fu a� 0 &¢ N CU L woo M Y U Nm O Z 'z C15- a�i U) J < b 2. z t2 wI go a .w C-) a z 3: 00 az QY ¢ p �0 C.0V zla a0 3 �O 0 = > ('7 m CU CU 0 O CID :3 O ^ Cr O ^ U � O 72 ICU O N N LO N Q `_ E ,2_1 c° j o z E T- N a E U Q d JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow 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 DO NO' BOTTO FLANGE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asRinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary SELF-ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING 0 o� 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK A" V-4" PER PLAN SHOWER SLAT SELF -ADHERED FLASHING OUTSIDE CORNER Z a- Im W 0) W U W rr uJ DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 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. - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or 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 v inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST ' No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and ' building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703,1. ti 1 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 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 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, 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 WINDOW (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 EXTEND A MINIMUM 6" R�ADH ADHESIVE OWN)EASE PAPER TO 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 A 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 manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in qu#ters. :LF-ADHERED FLASHING ITCH HERED FLASHING 1 2 4 5 s cm 11116 11II NNI11�� PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A a FOUNDATION WEEP SCREED STRIP OF SAP 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 ill 4,,* THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS� ASTER STOP A NTINUOUS BACKER ROD EALANT AENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all - a a �"` -✓Cg Go X ss U_ Q- Q , =� 3 L. 45 W Cl CV O 0 CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE M 0 U 0LO (0V 0 � cr q n N 0 rnr--� � J L JLLi� , o. a Z-� a t o W (1) m Z M IL - N Z a -' Z N O 0 < U W o0 M C1 N CJ o <co N 7 Q n � M � a o LL 4-1 C%9 LU DO ; q -'L/) , , :w w v)A_ v E lawl13 2 S zl�,71. � o N 0AILA ti o f ICU M CIDq o z e E zoo oo 1 <� � (J wz Z® Da W0 ro X O 00 _E O a< °z 0 o¢ az C/3 C Uy OLL Z C CIO U y U > Z J Q� Z? oLL� Z' a U � o mZ it - F, -'S da F �� o CID Wa 5° �o x -� 0 � Q Z N M \', O d ca O O cocur :3 O 3: (� �> O LL. m C O O n .��..f 00LO N <C � E c ILO> M N o T Z Z E r R a w (D a U � q p JOB NO : 22-12359 SCALE : AS NOTED SHEET NO. WP1 I: I IT IJI.. ill 1 i YA :11}rill WII IIII it Ad II I .1!I,I-,1i I .'l '.IrlTfl I I - �- Mounting Brackets (10 Gauijei 4-1/2ex 4-1 2' x2-12* BaCtC Cross Support Way be cut tD W) S�e Anchor Schedule Bolts 1 Fen Dia, A325 Gay I (T9p•) a BtadM1 06 aUge) # 4 Self-iDrillingt Screws A/C Ur* Bottom Edge a Hurricane Strap (Yypicah.3 in front) 4Nashers Front Support Self -Locking Nuts (May be cut tow) Left Bracket (16 Gauge) #14 self-Driling Scrm Thru Btackeu & Back Cron s Support Into A/C Unit Sworn Side (Typical: 3 each dote for hurricane use) INSTALLATION INfORMATION , rua:alix: uawJa lefaun r arc pararar1a4Wish each J Iurlol me Air SOU IWW $ty Didallaft a all,1e +eta ter, lee Will ** Florida Department of Business & Professional Regulation Page 1 M t Building Codes and Standards lWalzon ProductApprovai Application Detail Coda Emma. U. eta Dad peridna DA< .lm Version Manufacturer ContactEndlr9ei&Lketise Validated IN ValWeted Su6r tlnl esi Approval AlQ U AMniation 202C Sman Vent Products, Inc, Michael Graaem Harmes'F. Nmerti P.E Locke 5orrden PE. 12M 61202D lvim.na 'i,=8=0 Approved Category: Structural components (&77) 4414130 PE-73778 (334) 3MI8o0 SubCategil Products Introduced as a Rewltof WoCsilMrt"irl.com N-Teohnelogy Compliance Motheidl Evelusien Report :from a Ronda Registered Architect ara Licensed Radda Ff.#5922.R$AYoditcl`s' Professional Engineer - - QualityAssurm+ce Aporovedfor Use Approved for Use Impact Ell Mgt, Produ ,didNumbealb- Product Description contract ExairffifanVat, 1,Nvnz. DutlH"Z -:Reshrieit Pig 1 &nartValt Model #1540-510 Dual Function Flood snd Ventsation. Vent 12t31/2t123 Yes Yes NIA .100/ 100 2 emertVenl Madvl Ill1 Duel Function Flood and Ven.flonVerit 123f2023 Yes Yes NIA «lWloo 3 Smill madel#154P620 naulated Flood Vent IM.112023 Yes Yes. -NIA +10l 4 SmertVent Model#154D521 Insulated Moll Vent 1213112023 Yee Yes NIA f100A100 5 erit M I 154 5' 4 SnrortV ode # 52 0- 16 " d Gate e D Flood Vent 1 023 aqu en 12r3 2 9. oqr Yas' yes N /A MIA S srhartvact model*1540-570 Woad W411 Insulated Flood Vent 1201)2023 Yes. Yes N!A +1001,100' 7 er-ty tit Model #1540-57.4 14.5&quot Garage Dom Flood Vent 12r3f2O23 Yes Yes WA FUA Florida Department of Business & Professional Regulation Building Codes and Standards. Product Approval Application Detail Page 1 K 1 tn4/2621 Coda. !m NI or 299 291 Gala Pending DateAoorov.e 1XIM Version. Almufere dur .Control En llrusual-lose a V.11 lW B* Vendetta g FSC Aimr," i$8ga RwA.1 n 2020 Drexel Metals. Inc. .Jason Snunl Zachary R'. Psast Locke 8amden RE- 08f10/20i0 oaRJ912020 082WO20 1on3r2020 Approved Category: Roofing 1502l 303-151t PE-74021 (334)300�1600 $00ategory: Metal Ro find. ishumeta.Rdrexmal.com Compliance Method: Evaluation Report from a FIOW Registered An hasat ore Licensed planar Pr sessional Errgl- FL1M 7679.a61rrlpd "tier' -... .. Cua mill sul Approved tw Use. Arraroved for Use Impact basis! .,. Praarct Model. Number a Name Product Description Cartract Elmlradon Data In HvHx Outside HV1a hers emit t Pressure 1 Dresel Metal Roofing Systems DMC 100N5 OWL 15OSS DMC 175S, DMC 20D8, 12MV2025 Yes No NIA tot 180 DMC5V Florida Department of Business& Professional Regulation Pegs 204 Building Codes and `Standards 1252022 Product Approval Application Detail lAinge 2 us" Data Pendino e .� Ulm. version MartufaMurer � Contact En1E � er& License Validated By validated Subm fitted Ill Approval Aloorarvail status Revision 2020 Therms TN Corporation Steve lasperspn Lyndon F. Schmkit, P.E. Ryan J King, P.E. 041I 2021 12C3tr2020 04r2212021 0610812021 Approved Category. Exterior Doors (800). 845-7626 PE43409 (813) 767-6555 Subcategory SlMnging Exteror Dow Assemblies sjaspersonfBMermvbu:co - Cam pllance,Method! Evaluation Report from a m Florida Registered Architect ora Licensed Florida Professional Engineer F1'iltg`4n63r8'flra'dlLpls. _ .. . Qualty Assurance Aborovadtar Eire Approved.for Usa Impact Dasion Seals ProductModal.Num bar ar Name Product Descrlatlon Contract Expiration Data in HVI41Z Outside HVHZ --Resistant. Pressure 1 a.Therms-Tru. FiberCFassla and: Smooth -Star Nominal 6&#39;8&quatlrnpactFaqua; Opaque 12/31/2022 Na Yes Yes N/A :Composite Edge Fi berglasa3'slgie Nor (Inswing/Oullir l X do Ill 2 b: Tnertna-Tru Fiber.Classc and smoarh-Star Nominal 6&#39;8. JLquatlnlpact&quot Opaque 1221r2622 No Yes Yes NIA Composite Edge Fiberglass Single Door with adelle(s) OnsvinglOid5wrig; XO, OXw OXQ donfiguatons) 3 d. er a ru r-CI ssc nit - Th m.. T Pobe a a Smooth Star Nominal88J139'8 uotf act& trot Opaque .. mp q OrW 12131/2022 N o Y es Y es NIA - ib Composite Edge Fiberglass Double Door with or vadhoutSil driswirlglOuteWing XXor OXXO configurations) 4 d Thermal Fiber -Classic and Smooth -:Star Nominal B&#390&quoilmpac�,quot Opaque 12/31f20221 NO Yes 'Yes WA 'Campaste Edge Fiberglass Santa Door (I nsv�mglQutawIng; X configurat)an) 5 e. Thermal Fiber•Clill and Smooth -Star Nominal88#1 11quotlrnpact4quat, Opaque t2f3l=0 2 No Yes Yes WA composite Edge Fiberglass Single Door with Sousa (s) (Inew4OufsWirg; x0; Oxw OXO configurstons) 6 f. 7hemla-7ru Fiber -Classic and Small Nominal S&# "&quetimpact&qu9 Opaque Composite Edge Fiberglass Double Door with or OXXO 12I31/2d22 No Yes Yes WA 7 g Thermal Fiber -Classic and Srtwoth-Star - Without Solstices: (IYisvving/Outswing; XXor configurations) NdrrImal 6&#1 &duct Impaot&quot Glazed Compal Edge Fi bergiaas Sh le Door 1213.1Y2022 No Yes Yes WA 8 h Therma7Fiber-Clsand Snooth-Ster i (Inswng/Ouiwng; X configuration) Nominal 6&g,8&quptlmpac& Glazed Composite Edge Fiberglass Single Door with 12512022 No Yes Ives NfA 9 i. Thermal-Tru.Fiber-Classicand Smooth -Star adelithil Onsning/OUtsysng; XO, OXor OXO. configuratons) Nic.male&#Sg;8&quotlmpacAquot,Glazed Composite Edge Fiberglass Double Door with or 12i31/2022 No Yes Yes WA 10 J. Therms Tru Fiber- asrc and S th- r G moo Sta 1 vdthout Sidelitesnnswing/OuteMng' )D'a OXXO configuratl Nominal e&#39'0 u 'I not Glazed of c Composite Edge Fiberglass Single Door 12131 rzo22 too Yea Yes NIA 11 I Therms-Tru Fiber -Classic and Smooth -Star (I ft&W etswingl X configuration) Nominal 8&#5903quotrmPact&quot Glazed Composite Edge Fiberglass Single Door vMh 12r3121022. No Yes Yes NIA 12 I. Therms-Tru Flhar-Classic and Smooth -Star Sdel--Re(s) Onsring/Outavnng X0; OXor Cil confguraaons) Nominal Btlill &quetlnnpact&quot Glazed Composite Edge Fiberglass Double Door Wth or 12131=22 No Yes Yes NIA 13 m Therma-Tru Fiber -Classic and Smooth -Star without Sidelites irreminglOulswing:.)0( or OXXO conftyurations Nominal AA;8 &quotlmpact&queY, Glazed Molded Open Composite Edge Fiberglass Single Door f2131f2022 No Yes Yes WA 14 h. Therma-Tru Fiber -Classic and St000th-Star 0 nstilnalOutswing; X configuration) NOMI1101 S&#3a8:&quptimpact&quoit Glazed Molded Open Composite Edge Fiberglass Single Door Kith 12f31f2022 No Yes Yes WA 15 a: Therma7ru Fiber-Ciassr0 and -Small liar Glazed Molded Open 6(delxe(s) (in vying/Outswing;, XO, Ox., Oxo'confieuratwns) Nominal 6&#39'8 Iiquotimpact&quat Glazed Molded Open. Composite Edge Fberglass-Double .Door wAth SMeiites. 12r31f2022 No. Yes Yes NfA 16 p. Therm-7. Fiber -Classic. and. Smoatt>-Sclir Or without:Glazed Molded Open Inns ing/OutswrG; XXw QXXO configurations} Nominal 89#39;8&quotlmpactP.4luot Cpaque Composre Edge Rberglas i Single Doer withVoided •XO: 12131P2022 No Yes Yes WA 17 q. Therma7ru Fiber -Classic and Smooth -Star Open SidelHes nswin IOutewfn OX orO O P i e. X )0 xxhrifigumtians) - Nominal 69439;8".&quotlmpactequat Opaque 12f3l/= No Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1B1io31 code Entity or Dina Pan mat oS MM version Manufacturer centari A$mHleer B Wants Validated by Valldaed &WHIL-d ?50 Approval Apmoy.d r W& Rol ZD20 PDT Industries Jens Rr rid Merrill ISCCO-CER Miami -Dade BCCO-VAL 111192029 1orwx40 112412020 Appraved category: E#arlw Doas twi)45i-0100 - (786) 315-25H $ubCaiegc,ry: S)idin9 Extarla No Assem6Nes Irrxcs-49poindusmea.c. cwnpllance memadt Cemlcenon Mark or dating FLI1254.R'S'a-Pcodoei§:''-' '' arc, - -- "". - Cauiav Assurance Approved for User r Approved for ,--. - r Use .. :.e Tarsal gap# Pratluci Modal. NwMer or More Polecatl7aacrlptlat contractEx>rirationDr. to NVHi. Dulsldo HVHZ Residail ,�gggyrg 9 9t3P6570(Lerge.Mlsslle Import q Vvr Sliding Grass Door 04114,2021 V. Yes Yes NIA August 10, 2022 PFIXf jq` D U C T A P PFIK 3"VIALL SPECIFICAT100"N SHEET(2022) As required b Florida Statute 553.842 and Florida Administrative Code 9 7 lease provide information and approval numbers on the building components listed below if y nB �, p p vide the ti n app � �m port 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. gate 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star NONAMPAICT FL20 1.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Stair QMPACT) FL 8 +67.0/-67.0 psf 1 /31/ 0 -2 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/311 0 2 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332a5 + .0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7J-38.7 psf 4/1412026 Pella Corporation FL246 C. SECTIONALWayne-Dalton Series 00/8100/8200 #1105 ) FL8248.3 +31.0/-3-5.0 psf 12/31/2023 Wayne -Dalton Series 810018100/8200 #1123 (15 7) FL8248.10 + .01-33.5 psf 12/31/2023 Wa ne-Dalton y Series 8000/8100/8200 #1124 18 ( FL8248.11 +3�4.41-38.3 f 12/311 }23 D. METAL LOUVERED DRS Curries Division of AADG Inc Y 807 707 727 747 and 847 Single & Pairs of Doors 1 # t t g FL11537.1 NIA see inst sht ( 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499«2 + 50,01-80.0 psi 1018/223 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10I20 FL11206 +35.0/ 35.0 psf 8I17/2027 Pella Corporation Pella 10 Series FL15803 +60.01-50.0 psf 812212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55,0/-55«0 psf 2/16/2024 Pella Corporation Series 10120 FL11161 +30.01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 Ca FIXE D MI Windows and Doors Series 185 FL15349.1 +60.01-80u0 psi' 41312023' PGT Series 5520 FL243.5 111 4I3012025 Pella Corporation Series 10120 FL5894 +50.01-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/251 031 D. MULLION MI Window, and Doors Series 5754 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL281.1 NIA 5/26/2026 E. OTHER. 3. PANEL WALL A. SiDiNG James Hardie BuildingProd. Cem lank La Sidon and HardiePlank La Siding p p 9 p g FL13192.1 - FL13192.2 NIA 12131/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75«0I-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit F L1 fi544 R5 +54.21-54a2 psf 7I30I2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab„ Dimensional FL10124.1 NA 1211812022 B. UNDERLAYMENTS Tamko (for Shingle Roofs 151b Felt Underlayment FL12328 N/A 6/29/2023 Plyglass USA„ Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTiLATORS Thompson Arch Metal Comp, Off Ridge Vents FL15918.1 - FL15918.4 NIA 919/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomancof Inc DA4 Exahust Vent FL17202.1 97.5I 97.5 psf 1211012025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boras Tile Saxony 900 FL7849.16 - FL7849.20 111 12/31/2025 F. METAL ROOF Drexel Metals„ Inc, DMC 10ONS1 DMC 150SS, DMC 175S„ DMC 200S, DMC 5V FL17879.1 +01-18 12/31120025 5. SHUTTERS STORM PANELS A Ted Global Protection Products Galvanized Stec Storm Is I t on Pane L 0 8.1 - FL15 . F 15 7 07�6.2 N/Al2/31/2022 All American Shutters 8t Glass Galvanized Steel Storm Panels FL17889.1 N/A 12/31/2022 f. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS LISP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES IT1i11 Building Componentsp Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries„ Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL„ LSL FL5527.1 - FL8527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9111/2023 Commercial Concrete Products„ Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below -did not demonstrate product approval at ran review. I understand that at the time o inspection of these products, the following info tion must p p pp p e e p n p u t wig rm a u t be available to the ins ector on the Jobsite; 1) copy of the product approval, 2 Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 11252022 Product Approval Application Detail somm Entity or -Da Data pending Type version Manufacturer Colttact Errpineer&License Validated By .Validated Submitted FBC Amtovat Apiarovisill !Status Recision' 2020 Thermal Corporation Steve Jasperson Lyndon F. Sohrridt, P.E. Ryan J. king, P.E. 07/2 M20 07/12202D 0712MO20 100312020 Approved Dome Category: Elderior Dos (800) 643-7628 PE-43409 (813) 757-6555 SUICategary: Swinging Exterior Door Asserrmles slospersan@thermstru.00 Compllanpe Method: Evaluation Report from a; IT Florlda Registered Architect or a Licensed Florida Professional Engineer Sea # Prod act Model, Number or Name Product Descrl ptloft QualltvAssupilre Approved for Use Approved for Use Contract Expiration Date In HVHZ OutsldeHVHZ [mead Reshit Deal Pressure 1 a, Therma-Tru Fiber-Clasel and Smoolh-Star Nominal W3k,,8 Squotlmpact&quoit Opaque 12Pd1/2022 Yes Yes Yes WA Composite Edge Fiberglass trigb Door (Insvnngl0wfsw4ng;X confgurelloni 2 b. Thwma-Tru Fiber -Classic and Smooth -Star Nominal l liquodmpadt&quot Opaque 12I3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Dear with Sldelde(a) piw»inglOutial XC,OXotOX40 oorrfiguraiions) 3 c. Thrill r..i6er-Classic and Smooth -Star Nominal6 AII;'&quotimpact&quoit; Opaque 12131ran5a Yes Yes Yes WA Campaslte Edge Fiberglass Double Dowwfth or vAthout SkielHe; (inswAng/OutsMng. XX or OXXO configurat(ons) 4 d. Themia•T[w FI'ber-Classic, and Smooth -Star Nominal 8&#390&quotlmpact&quot Opaque 1213IJ2022 Yes Yes Yee WA Composite Edge Fiberglass Single Door flnsvwngl0utswring; X:configursfian) 5 e. Therms-Tru Fber-Gl... ioand Sin-th-86ar Nominal B&#S9;D &q-bImpect&quot Opaque 12JS112022 Yes Yes, Yes NfA Composite Edge Fberglaas Single Door with Sidelte(s),orrswing/Ou fling; x0, OX or OxO configurations) 6 f.Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#391):&quct;lmpact&quoi Opaque I21312022 Yes Yes Yes: WA Ggmpoelte Edge Fiberglass Double Door' with or Without SIdelHes (InsvuinglOutswing; XX or OXXO cc,nfiguratians) 7 g Thaml Fiber-Claasle,and SmoetirStar Nominal 6&#398'.8quotlinpact&gooY Glazed 1 MIM22 Yes. Yes Yes NfA Composffe Edge Fiberglass Single Door insWrIgloutswing- X configuration) 8 h. Thermal Fiber -Classic "and Smooth -Star Nominal 6MR8 ft"M Impact&quat Glazed 12/31/222 Yes Yes Yes WA Composite Edge Fberglass Single Door with Sdelte(s) 0-vAng/Outswing; X0, OX ar OXO cwffrguration 9 i The-ml Fiber -Classic and Smooth -Star Nominal 41118&quarlmipact&quot Glazed 12/31f2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or Without Sidelines (lnewingfOutfaaing XX or OXXO aonnguratonsJ 10 Therma-Tru Fiber -Classic and Smooth -Star Nomnal&&#39,4 &quatlmpact&quat Glazed 1213112022. Yes. Yes Yes. WA Composite Edge Fiberglaae Single Dogr (InswdngfOufsWng; X:configu rf.n) 11 It Therms -Ton Fiber -Classic and SrrioothStar Nommal 8&i13g 0 &quommpact&quot Glazed I MTQ022 Yes 'Yes Yes NfA Composite Edge Fiberglass Single Door Wth Sdelte(s) (Iner*ngloutill %O, OX or OXO configurations). 12 L Theme Tru Fiber -Classic ek Smooth-Sfar Nominal8&#39;0.&quot;lmpact&quot, Glazed 17/31/2114 Yes Yes Yes WA Compasle Edge_Fiberglass Double Door with or wkhautSldaides(Inswing/Outswing XXor=0 configurations) 13 m. Thin -Tru Rber-Classic and Smooth -Star enrta ... Nominal 86: wo Ion act& ua Q ue 8&#3 Sy t p q t Paq 1V31f2022. Yes Yes Y es NfA Composite Edge it,ii aas Single Door [Mill &quatNon-Impact&quoi Sldellte(s) (Insvdng/OutaYtiing; XQ, OX or OXO cRnlpd urabone) 14 n. Therms-Tru Fiber -Classic end Smooth -Star Warning 16&#39;8 &qua1%I pest&quoit Opaque 121312022 Yes Yes Yes WA Composite Edge Flbergess Ocuhle Door1. &quot;Non-Impad$quol;'Sidelites (Inswing/OutsWng; of configuration) 15 o'. Therniti u Fiber -Classic and SrhaothStar Nominal 6&#39;Q SquotlmpacAquoit Opaque 12f3lr2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Doorcaith 6quoGNon-impadA uot; Sidellta(aj 0nawinglOutswipg: XO OX or OXO conliguratil 16 p. Therms-Tru.Flaer-Closalo and Smooth.Star Naming 184#39;08quotlmpadt&quot Opaque 12f31/2022 Yes Yes Yes Nl - ComposlteEdge Fiberglass Double Door with liquot,Nomimpact&quot; Sldelitas(Insvvng1OWswing; OXXO configuration) 17 q. Themla-Tiu Fiber -Classic and Srtimth1Star Nominal B&43g;8&quo1:;Non-Impaet&quot Opaque 12MIM22 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswmg/Outsvang; Xconfiguraticl 18. r. Th.rml Fiber-Ciassoand Smooth -Star Nominal UM..8 &quot:Nan-Impad&quot Opaque 1Y13112022 Yes Yes No WA Campasrte Edge Fiberglass Single Deorvnth Sldeltels) (1:vAngfOutawing; XO, OX or OXO configurations) 19 a.Therms Tru: F4ler-Classic and Smooth-Fhar Nominal 603918&quopNon-lmpaat&quct Opaque 12)31f2022 Yes Yes No NIA Composite Edge Fiberglass Cou bla Door with or Without Side!bes (Iro6vdn9/OutPMng, XX or OXXQ coftigurati 20 t Tnerma Tru Fiber -Classic and SnmolhStzr Nominal 6WRI) &quotNon-Impact&quot Opaque 12131 f2022 Yes Yes- No WA --" Composite Edge Fiberglass Single Door (In-iNfOutmmingi Xconfiguration) 21 u.Therms-Tru fiber -Classic and Smogm -Star Nomal8&0&quotNvn-Impaot&quot Opaque m#39; 12SI12022 Yes Yes No WA Composite Edge Fiberglass Single Door va[h Sdelite(s) (lreneing/Outswfng: XO, OX or OXO 22 v. Therm.-T.Fixer-CJasscc and St-fit-l-SYzr canna wrationsl NominalBUS" &quot;Non-lrnpad&quot; Opaque 121312022 Yes Yes Me NIA Composite Edge Rberglase Double Door with or without Sfdeites. hswin Outenin XXor O. 1 n r 9, X. configurations) g ) 23 w Therms Tru Fibw-Classic and 57nootn-afar n Nominal & 30'8 & u -I d u � Glazed m 6# q at,Non mpa &q ot, 1 ! ?2022 2 31 Yes Y as N o NIA Composite EdgaFiberglass-Single Door In sv4na. liz; Xconliguration) 24 x. Therms Tro Fiber -Classic and Smmoth-Star Nominal 8&#3R.8&quotNon-Impact&quot; Glazed 1213112022 Yes Yes No WA Composite Edge Fiberglass Single Door with- ".SYdelhe(s).(lns,Ang/OutaWng; XO, OX Or OXO .configurations) 25 y-Themla-Tru Flher-Gassic and Smooth -Star Nominal 6&#39,&&quotNon-Impact8tquo"t Glazed 12f3l/2022 Yes Yes NO WA Composite Edge Fiberglass Double Ooar Win or Without Sidatites (Inswing/Oul XX ar OXXO configurations). 26 z. Therm® Tru Fi cer-Classic and Smooth -Star Nominal BM9,08quct,Non- lmpacr&quat Glued. 12r31/2022- Yes Yes No NIA Composite Edge Fiberglass Single Door (InsHing/Outswiog',. X cordiguration) 27 za. Thermal F41ervClassk and Smooth Star Nominal.$&All &quot•Nvn-Impact&quot Glazed 1213172022' Yes Yes No WA Cam potle Ede. Fberglass angle Door with Sdel ite(s) OnsvinglOutsvl rig; XO,. OX or OXO configurations) 28 A. Themla-Tru Fiber -Classic and SnwoNl-Star Nominal 8&#99;0 &quatlNori- Inlpad&quot Glazed IWV2022 Yes Yes No WA Composite Edge Fiberglass Double Door Win or without SJlelites (IrovivrigfOutswing, XXX OXXO configurations). Florida Department of Business & Professional Regulation Pal oft Bulking Codes and Standards I s D21 ProductApproval Application Detail Entity a p4},g ra Date Perldlnb NERNM ,Date Tyal V-1- Manufacturer Cmam Vaedalad By $utimll FSC:A-r'oval Atera da Status Reason 2020 MI 1Mrtdcvsand Doors Brent.SkHnger LUIS Roberto Lomas 810vtn M unch, PE imen020 101OW020 1UJ192020 12JI&2020 Approved Cadegdiy: Extern" Doors IN7)365-3300 PE-82514 t717)31T-8454 - $ubCatagory: along Exterior Doan Assemblies Iniainger�mlxM.mm Compliance Rlethod: EyaWatdi Rapan tom a Florida Registered Architect ar a Licensed Florida Praressbnel Engineer - .: 'QlNlty Assurance Approved for U9a: Alo raved far Ua0 knew ,- u.Desioal , Sea , Product f0lodal Number or Name Prddutt lDBSadpfletf Conlrapt ExolraGon we . In HVHZ outside HVKZ 'eR SlstaM Pressure 1 SERIES 420ALUMINUM SGD SERIES 42CALUMINUMSGD OXO 12a312024 No Yes No WA 145-314&quo0(80&quot: NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 428ALUMINUMSGD OX XO. XX 121312024 plc, Yes No WA 96l;`800,olt. NON -REINFORCED 3 BERIES420ALUMINUMSW REINFORCED SERIES 420ALUMINUM aGD REINFORCED OXO 12MI12024 No Yes No WA 145.314& 4U.t;x96&quot: 4 SERIES420ALUMINUM$W REINFORCED SERIES 420ALUMINUM SOD REINFORCED OX. lZ1312024- No Yes No. NA XO, xXS6&qumXe6&gaol 5 SERIES 420ALUMINUM SGO REINPORCEO. !r. SERIES 0 L Ml UM SODREINFORCED XXX 1ZOI2024 42 A U N Na Yes N 0 / N A 1438quc,r x96&gddh - Florida Depaftmam of Business & Professional Regulation P.V1 ore Building Codes and Standards Irsn021 Product Approval Application Detail &gig wit, ar 20 ." Date Peasrm 20 +" Version Manoratturer contact Enamear & Dttn.e Vaildated @J Validated submitted FOC Approval Approved Status Reviion 2020 WasMre-Paton, a d Asion or DvazM1ead Door owayna Kmol:h John E. Scates Jenny P.. Arneson. P.E, lW12f2020 D92912620 10232020 IV152020 Approved Corporation (3307763-8121 PE-51737 (904) 821.5200 Category: Eaten. Doors dkorn ahMwayne-dalton.c Su6Catagary' Sectional Exterior Dew A.semblres om Compliance rummod: Evaluation Report: froma, Flands RegistexeclArchlteat or a Licensed Florida Prolesslanel En ilea 4 " Ouzdty AssUnial Ausarand forUsa Aowov.d far Use Imam Dasion 41"A Procluct Model. Number X Name RoarrctonoHI)lml Cornract Ezdratlon D ate In HVHZ Outside HVl4L M. Pressure 3 80o018t0W200#1105 MitIS: Mex wilt: 14 *21ll Max height. daring 17J31IM3 No Yes Yes -31.00A35.00 available In top or tttermedlut sedan. 10 800(l/sig re200#11 ,23 8 1. &#39 Max width. 148#3S: Maxh tit Glazing 121312023 g No Yes Yes ?30,001-33.50 len flvailabM in fa or lnlemle tale veotlan R d 11 6000181OW6200.#1124. 169#39' Msxnvldm. 14MR: Maxheight Glazing. 121,11IM3. No Yes Yea +34,40FW30 available in top or Intermediate section, Florida Department of Business & Professional Regulation Pagel of 1 Building Codes andiSt'ardards I5=1 Product Approval. Application Detail Coale entity Or Gait ,Date Date Piedlnic me tiles Version Mxnrfaeturar CoMacl fntinaer&License Validated By Submitted ebiN FBC Aro-I Ap-d States Revision 2020 Curries Division ofAADS, Inc. Tom Raney UL LLC Tray Bishop. RE, 12n.Or1020 12ra12o20 122112020 Approved Gategary: Exterior Doors s41 -0880 t 1 494-2a13 t (954 ) 94T - SubCategoM Exterior Door Components tgrl.feBay(fjesae961oy.Eo Compliance Memod: Certification Mark or Listing Fri Qui llty Assurance Approodfor Use Approved far Use itwing .Design utlue169�e1. Number M Nance Product DiscrlpHan CmA... t Exakal Data. 1, KIMZ {2Ua IMP, HVHZ ReslstaM Pressure 1 6O7, 7d7; 72 747. 757. 777, and 84r Single end Pairs or Flush Glazed. and Louvered single and pairs or 121312g25 Yes Yes Yes WA DOOM hollow metal doors:. O N CU 05 L O Q. � O >� CU -10 O 0^' O 0 O O_ C O _ W O L.L O Cn a)E C O �t��t `V O 2 �CU 0 < Z Z W J 0 U) L. CD E nnW,, W z M 0 Le Q 0 < S.._ v 0 L� W U � M W O �- i:.L.l ^� M i..1. W Z Z Z a _J a SHEET NO. PA 1.0 -r Florida Department of Business & Professional Regulation Page 6of9 Building Codes end Standards 105RD22 Product Approval Application Detail 22a EMnv or j & 2ilk Date Pend no Date Im version Manufacturer Centel Frialneer&License Validated av Validated Submitted FRO Approval Approved Status Revision 2020. Therma-Tru Corporation Steve Jasparson Lyndon Fm Schn idi:, P. E. Ryan J. King: P.E. 10107r2021 09`1812021 IV130=1 12/1512021- Approved 'Category: Exterior Doors (8D0) 843 7628 PF43409 (813) 767fi555 - subcategory: Swinging Extertor Door Assdmolles easpereonotherinati'u.co C4mpllano0'Method: Evaluation Report from a In Florida Registered Archltact'ore Lcensed Florida fli7f2dd61-ftT Professional Engineer RF� Sao X - Product lModer Number or Name Product Dnerionon -% tdualnyAssurenee AuodayedforUse Aupmvedfor Contract Fxp ration Date In HVHZ - .- Use Outside HVHZ Impact Resistant Death Pressure 1 a Therms-Tru Fiber -Classic and Smooth -Star Nominal88k336 &qu,70on-ImpactSi Opaque Composite Edge Fiberglass Single Dow 12131f2022 NO Yes No N/A 2 b. ThemnaTru Fiber -Classic, and:Smooth-Star II raWng10utewing. X configuration) Nominal 6&M3g,6 &quotNon-I rrgnaci&quot Opaque Composite Edge Ricarglase Singgle Door With X0, 12131/2022 No Yea No WA: 3 c. ThermstmTru Facer -Classic and Smooth -$tar StdefTe(s) (fnavnngrOutawing' OX or <]XO mnfisrkma a) Nominal6&kil &gU0t Non-l?nPlmct&quota Opaque F baiglaw Composite Edge Double Door vAth or 1213112022 No Yes No: NIA 4 d. Thermal Fib -Classic and Strew -Star without Sidelines (InswinglOulsWrig: )CI 0)= configurations) Nominal78d139 0 &goptNon-Inycact&quot Opaque Composite Edge Rberglaer Single Dow 1213112022 No Yes No NIA 5 e. Thermiil Fiber-Claaalc'and Smooth -Star (I naW nWOutaVAng; X configuration) Nominal 78939,0 &quotNon Irnpadfilic i Opaque Composie Edge Fiberglass Single, Darrwitn Sidelllul 1MV2022 No Yes No NA B 1. Thamra-Tru Flber-Classic and Smoom-Star (I;rawngiourawnl XO. OX orOXO configurations) Nominal 8&#3@;0&quot;Non-Imlpca4uot:Opaque Composite Edge Fiberglass Single, D60F IW31/2422 No Yes NO. NIA 7 g, Therms-Tru Fiber -Classic and Smdoth-Star m (Insng/Outswing; Xlbntiguradon) Nominal-8&#390 Squiatblon-ImpsecMalml Opaque Composite Edge Fiberglass Single Or or, -Al 12Td1I3022 No Yes No NIA 8 h. Thermal Fiber-Ciessic and Smooth -Star Sidette(s) (I nsningkOutsMng; XO, OX':orOXO configurations) Nommal88#39;0&quotNon-Impact&quot Opaque Composite. Edge FlfJerglwal Double Doce,Ath or Without Sideilies 12I311P022 No Yea No WA 9 i. Therma-Tru Fiber -Classic. and Smooth -Star friswlirg/Olrtsutng XX or OXXO inaugurations) Nominal B&# 8 8 u !Non -ire d ' uol Glaz d b of Pa 8q. e Composite Edge Fiberglass Single D•gor Edge 1 131Y2022 2 No Yes e ' o N N IA 10 J. Therma-Tru Fibar-Classic: and SMOGU tar (ios*610utswrg; X bomi51uratl Nominal 6&I &quotNomlmpgcMgQot; Glazed Composite Edge Fiberglass Single Door virth Sioelile(s0 12/3112022 No Yes No ll 11 k Themra Tru Fiber -Classic and Smapth•Ster (I nsynnglOutavAng, xD, OX-or:OXO configurations) Nominal 88#39t88quatNon-I mpac3&quot Glazed CompositerEdge Fiberelass Doukla Dal with or OXXO 12131I2022 No Yes No 'NIA 12 L. Therma-Tru Fiber-Cfasaicand SmootfrStar Without Scalpels (InswinglOutravir g;.XXor canifguratldns) Nominal 78Ji,quotill mpagt8qubt. Glazer! Composite Edge Fiberglass Single Door 12131P2t)22 No Ysa No NA 13 m. Therma-Tru Fiber -Classic and Smooth -Star (InkiroiinblflOutail Xconffguratlgn) Nannal 7&#3g,0&quotNon-Imp.d&quot Glazed Compcyit. Edge Flbeiglaw Single Dai lh 12i31Y2022 No Yes No NIA 14 n: Tnerma-Tru Fiber-Closi and -Smooth -Star Sidelite(sJ (Insweglotltsvring; XO; OX or iOXO configurratidna) Nominal S8GL390&quot:Non-Impsbt&q t;-Glazed Composite Edge: FlWipilgss Single Door 12MIJ2022 Na Yes No NIA 15 o. Thermal Fiber-Cassic and Smooth -Star (btstgingfOutsvikig; Xmntlgural Nominal 8&#39 0 &quotallon-ImpacAq, ul.Glazed Composite Edge FberglawSing le Door with /26112022 No Yes No. N/A 16 p. Thermal Fiber-Classk and Smooth -Star Sidelfte(s) (I nswr WOutswing: XQ, OX or OXO configurations) in Nomal 8&#39,0&qu tlNon-ImpaC*uo5. Glazed Composite Edge Fiberglass Double Door afth or 12/3112022 No Yes No N1A: 17 q. Thermal Fiber Classic: and Smooth -sitar without$ideires(InswingfOutswing XX of OXXO configurations) Nominal l:0&#39:8:&iquotNon-Impact&gwE, Opaque Composite. Edge Fiberglass Single Door with 1213112022 No Yes No NIA 18 r. Therma-Tru Fiber-Claaeic and Smooth -star Transom (hsWng/Oufv rig; O/Xoonfiguration) Nominal 68#398&quo1;Non-Impact8quot Opaque Composite: Edge, Fiberglass Single Door yirUr 12J31Y2022 No Yes No NIA 19 s Thermo Tru Fider-Ciassic and Smoothi Setelite.(si and Transom (1ns•,ing,K).4-Al O/XI I or OIDXC coiifiguratlorsj Nominal E&#39'88quothion-Impact8quol Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door With Sdelae(j (Inswnng/Outsudng; XO, OX dr'OXO Contlnueus Head and Sill configurations): 20 t ThermaSru Fibar-Classic and Smooth -Star Nominal 921ill 8quot,Non-impact&quah. Opaque 1213112022 No Yes No NJA Composite a Fiber la Sin' I 'Door" -th E se a con Po.. rig 9. .. _._. t Sideld - nswin Outsvrin ; XO Y7Xor 49X0 eC d g 9 Call Head and Sill configurations) 21 U. Thermal Fiber.Cla 11 and Smooth -Star Nomin kI S&7r39.$ &quotNon-Impact8qual; Glazed 125112022 No Yea No NIA Composite Edge Fiberglass single Doorwfth S cWte(s) (InsvAnglOrrtavArg; XO OX a OXO Continuous Head and Sill configuratipi 22 v. Therma-Tru F lber Classic and Smooth-6tar Nonunal 88di39.O&quot;Non4rnpad&qupl: Glazed 12I3i12022 No Yes No WA Composite Edge Fibefglaw Single Dodrsi Sdelrft(s) (InsvAnglOufsvAng, XO, Ox or OXO Continuous Head and SIII configurations) 23 w. Therma-Tru Fiber-Glaselc and Smooth -Star Nominal 6&i 9luo,fNon-Imp4ad&qutit, Opaque 1273t12022 No Yes Na NIA Composite Edge Fiberglass Door Panels -:with Vented Sidelite(s) ithsoinglOutrovil XX XXXor XXXlC configurations) 24 XTherma-Tru Fiber -Classic: and Smooth -Star Nominal $8M9$08quoCNonlmpackikk G;Opaque Composite Edge Fiberglass Door Panels with Vented 12131I2rY22 No Yes No NIA 25 Y. TnermaTm F&ner-Classlcand SmoothrSlar Sidelde(s) (InswingirOuthwing; )O( )=or XI00( config-fl.ns) Nominal 6&#39 68quot Non-Impact&quot Glazed Composts Edge Fiberglass Door Panels Win Vented 12I3112022 No Yes No MIA 26 a?herma-Tru Fiber-C)awic:and Smooth -Star Sidelaa(s} or svnnglouthvviilg, XX XXX or )OI aonfrguralionS) Naminal68di39'0&qu.t Non Impact&quot Glazed Compasde.Edge Fiberglass Door Panels with Vented 12I3112022 No Yes No NIA. 27 za,Therma-Tru Fiber-dassicand Smooth -Star Sideltte(s) (Irlswingroutswing, XX, XXXor XM contiguretiori Nominal d&1t39;6&quot;Non Impact&quok Glazed Composite Edge Fiberglass Smgle-Door wth:38#39;0 Sdeliti(Inswirg/Outswing. XO OXO 1213112M No Yes No NIA 28 zb. Therma-Tru Fibar-Clasen end Smooth -Star OXa configurations) , NominatW39.6&quotNon-Impact$quot;:31azed Composite Edge Fibarglass Double Door wifth 12131J2022 No Yes No WA 29 zc: Thermal Fiber-Classk and SmoptNl 3till Sidelrtee (I nswinglOutsxing, OXXO wnfigura it Nominal 6&M394 &gvo;Non-Impad8lquot Glazed Composite -Edge Fiberglass Single Door with 3&N3&,0 12I31/2022 No Yes No NA 30 zd. a -Tin Fiber-Classi and Smooth -Star' Th rrna CNomma1.88 Sidelliba s) itneWnglOutawing, XO, OX or OW cordigurations7 �0&. ubtNo a '.GI #38,.. q n-ImP Ct&quar,. -zed Composite Edge Fiberglass Double Door whh 38,ki Sidelit ' 1 !31 2 ii022 No - Yes INr2 NIA 31 ze. Therma-Tru Fiber-Closslc and Smooth -Star as Inswi Outswin OXXO- ( LW 9 mnfiguradon) Nomaral 7&N39;0 &quotblon-Impact&grwt Shaker 12I3112022 No Yes No NIA Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail FL#525$-R31 Code P.Dif1Y-t+C 2M Date 2M Dft status Tv.M Ygrsion Manufacturer Contact EDg 1 e Validated By YaIt Submitted PB 1 9. 9RRLQY@i Approved Revision 2020 License LASS au A rt P Y A M rya Ipe John W. 1 126I202D 0 12020 C 0 1122 Fe _ 1 �21512020 Category: Roofing S954233133OSmalpertQpolyglass.coin RobertNieminen Knezevich, PE Approval SubCate o ry: PE-59168 9 (954) 772.6224 11/01/2020 m UnderiaYerits Compliance Method: Evaluation R Oport from a Florida Registered Architect or a Licensed Florida Professional FL#6259-R37 Engineer Products dually A$suranc I r o 4 r I nag} Desicih Sol Product Model, Number. or Name Product call ion RitiW Elmtation e'er• assure 1 Polyglass: Roof Underlayments Roofing underlayments 1431/2022 No Yes, NIA 4WAI-8229 1 PPlyglassRoot Undei7aYments(HVHZ} PolyglaSsroofunderlaymil lts-foruseInFBC12/23/2D23 Yes No NIA NIA HVHZ Jurisdictions. 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roe underlayments,.for use In 12773i2U28 No Yes- NIA -MAr-622,5 FRO nnn-HVHZ jurisdictions. 1 Polyglass Roof Undenayments(HVHZ) Poll roe underlayments for use in FBC17/2312023 Yes No NIA N/A HVHZ jurisdictions. 2 PolyVass Roof Underlaymenis (non-HVHZ1 Polyglass roofunderiaym ants, for use. In 12l23C2023 No Yes NIA +NIA1-622.5 FRO mkrr-HVHZ)urisdkJ; ns. 1 Polyglass -Roof Underfayments (HVHZ) Polygiass roof underlaymemsior use In FBC12123t = Yes No NIA N/A HVHZ jurisdictions. 2 PalylaassRoof UnderY4yments (non-HVHA Polyglass roof underlayments, for use in IM3f2023 No Yes NIA +N/AJ-B22.5 F6C norrHVHE Jdrisdictipna, - - 1 Poly,ol Roof Undedayments (HVHZ) Polyglass roof underlayments for use In l i2l29I2023 Yes No NIA NIA: HVHZ Jurisdicbtxs. 2 Polyglass Roof Undeliayments (non-liftkl Poll roof underlayments,for use in 12F2$12023 No Yes NIA eN/A7-S22.G FBC mm-HVHZ j.d.d1 tidal Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel W2 10MI2021 92sh EallllL.4C !tact .t, Data Pending dig jypg, Veneta. Mirmth eturer Contact Ermbr id r & License Yeilskil By Validated submitted FDIC Aar l Ace vaq status Revisi.n 2020 MITak Inc.: Erin WaIdaO IOC EVelgallnn S4rvka.LLC iCC 6ValUagan 90NICe, 0&112021 00H011021 aB/12J2021 APpr a✓etl Category: Struoturel Conponeis (952)89&0939 LLC. Subcategory=Truss Plates. eti''ii1dar Jmli.ebm (205) 5sli-D 0. Compliance Method: Evaluation Report from a El.'1B7-N9#btlrets• Pledust Evaluation Entlly - : - - AMA Pfadtret Model Ntmiber or Name Product Dasorlotlolt -IIkAssurance Capital Ermlratlonowe 1 ,4 Aomoved fortlse Aporbved In Iti Outside for Use III pnoact. R,dmnt pgg1� Pressure.. i Mrtil 18ge Nghmminrlurl-a-uractor:plate 121312022- Yes Yal NIA NIA 2 kill 16 ga. super High strengthAruss connectrx plate 1431Ill Yes Yes NIA :NIA 3 Mil' 16 16 ga fr.. connectorOata 121312022 Yes Yes NA NIA 4 I8Hs is gar high stre.0th Iruss connector . plate 1.2r31Yd022 Yes Yes MIA NIA 5 MT21H8. 20 ga high strength Iruss connecter plate 121 R022 Yes Yes NIA NIA a TL18:I t a ga: truss amneear plate, 12/312022 Yea Yea NIA I 7 TL20. MT20 20 ga. buss' connector plates 121312022 Yes Yes NIA PIA i _TI k --I IF- II T Florida Depertmard of Business & Professional Regulation page 1 on Building Codes and Standards IFd2021 Product Approval Appllcatlon'Detaill e�o Ell or Bed, � Data peni ire rjlta. Milk Version Manuract0rer. Contact Intriaeer& License Validated By Validated submitted Palo Approval pagrgyed $�gyg Affirmation 202A PGT lnduardes Jens R-.,.* Milmd-Dade MGM -CER MI-I-Dede MGM -VAL 11MM20 11/05/2020 1111i12020 Approved Category. Windowe (941)'465-0100. (786) 315 2590: sutcrtegpry:6ingfe Hung Ifoso,ft4opomduRdotl;c - - P Compllanca Method:'Cmtblostion Mark or Lnk on, AMA -. Product Model. Numberar Hams , - .. -. Product Vid criotlal Quark Assurance �pgroyetlfar'Uea Ansionadforlhe Impact. Dial Carxrad. ffkpkAElon Date In HVHZ Outside HVHZ Resistant Pressure 2 M115500 ila 9e vases. Impact) Vrryl 9iegie Hung VAndevi 0713e20Y5 Yes Yea Yes NIA Florida Department of Business & Professional Regulation P.R.1 .f I Building Codes and Standards Itil Product Approval Application Detail iege MAI or 2" Dole Data Pitts ro d t - IyBg Version Maoubitica er .Conrad Enema..Ill Liams. Validated By Validated :.Submitted FBC Atioreval Xoo over Status ABhmafkn 2D20 PGTTnduskles Jams Rdotvtlii AAiami-Da aI-CER s d - Miami Datle BCCD-VAI 1 l 8 20 i A15Rtl20 110 R02 1- 1 D 11f1 I202. ApprWed Category: Windows. (941;)4643 1l (766) 315.2590 Subcategory: Fixed imiso./rak tinkgrindusbura;c Camptlanrs Method: Cenfleacon Mark or usiing I • -, '. am :. , , ,., f-' ' Pl#243Al;lrrdlneis Qul Assearxa Areal for that Atiorovedforuse IMkkI Boston §2QA laral Madrid. Number or. Name Praduct QeseMotion Conrad Edo igia Date Ig,l .Outside HVHZ dygig anrt Pm�,rg 8 PW-S520,rLarge Mhsik Impact) %rid Fared Window 04r3D12825 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Page i of . Building Codes'and Slandards 10312021 Product Approval Application Detail 99" Enlihrer WA We 0144 Panelna vaba ZZga version Manufacturer c4dgl Endnae B Lkre,sa Vandatod By Validated sutxnleed FDIC Antra -A Aooroyea 8tetua. Revision 2020 Mt Yfindav arid: Dolts Brent surge, Lula RLanas, PE :Sloven M Uddh, PE 19A612020 10100Y2020 IGII 12020 IV1512020.. Approved ❑aregary-.W41di (i17)365-3300 PE-62514 (717),317,0454 Subilatagdry Musing. bsblingorbathv Qom' Compliance Whorb EvaNaticn Repot tom a Florid. R _. stared Architect ors Licensed Florida Professional Engineer rrhduels- ' j jdi1536rJe5 ... 1 ... Quark Assunra:e. A-w,m fw Ua, Arr roved for Us, . vessel Dealers aepe Produet M,Ad.. Number or Noma Product Dowtb an [:-nhect Exarntian:DatA Intl DutWde HVN2 Resistant Pr,-, 2 b76d VarOcel A..lMutk.. 12SI12624 No. Yes Yes NIA Florida Department of Business & Professional Regulation Pace t or Florida Department of Business & Professional Regulation Page z of 2 Building Codes and Standards IRY2021 ELIIdi rig Codes and Standards 1002021 Product Approval Application Detail Product Approval Application. Detail caft lmnv or Pak Data. Data Pandlira Dell code story or 20 ,ONO Date PMrsno pole mainyerslnn rrManr eati[5[ Contact Enclas.&LrcmrseyeadNad av Validated tub, FRIG Ammval Adrenal salm Tr Y4Lit@Il Manuraeturor Centel Enalrearatieansa Validated By virtue, rid submitted FRC Approval Atonal status Revision '20" James I-ardle.au1l Products. Inc, Chad Clocks VAndrew Tan JohnSouthord, P.E. 01/05/2021 1V1412020 D110842021 ding FRIG Appn Rawson 2020 Arid. Nick Thompson Lyndon F.Mehmid: P.E.: Ryan J.I P.E. o2mrzl OX1512o21 02=tl 04113✓2021 Approved Category: Panel Walls- (Odd) 543 83$y PE81882 (352)307-2529 category: Panel Wells (330) 922-2386 PE43409 ii 767-6555 Subcategory: String ehad'oercksojemeshsrd Subcalego7rSofas nihanpspn(Uetsida:com Compliance Minhock Evafuaticm Ripon froma e•cbm CompllandaMalBoa: Evo uatim Report fr.. a Florida Registered Architect or a Ucensad Pal Florida R.SeMradArchitegt or is Ucehsed Florida . Procassronal Engineer N.Ireslonal Engineer Pt. offiD2 as Rrpd ifs.=;:' ' - v . ... ... r. - .: - :. - � _postal .. .. =_P K!s'f%coyote -. w - �� • - 11 _ - '_ . .. , - Qwlty AssurM Apex 01or Usa Am rl)yw for Use know QualAv Assurance Aouroved far Use Amraved for Use, Impact pesinn sea k produldModel Number or Name Product Descrlottel Conhact Expiration Dale Ind Outside HVHZ Resistant pressure All M product Moral, 11-boror Nang #-duct Description Contract Extretlondatp In KVNZ Outdid. I RaWstat Frees- 1 Cemplank Lap Siding iber-dement lapaidng 12ni12023 Yas Yes NIA NIA 1 a&qua2T8.quot Soft Vent ar$did Vinyl Soft( 121312023 No Yes No WA 2 HardePlati Lop Siding ib.-ment lap.1all 12r3V2023 Yes Yes N/A NIA 2 b. Aqud;Althere Toll 80ffit Vent or Sold Val:Sal 12MV2023 No Yes No. NIA 3 c &qud;Gnlo; ear vintage 8eade,d8a36 San, Vent or;'sold Vinyl sent I2I31aM No Yes No WA 4 tl Aqud:080,qurrt Sd111 Vent or slid Veryl WIR 12f21r2023 No Yes No NIA 5 e. Aqud;Charter Oak&quoF Soffit Vent it, sold Vinyl Moral 12/312023 No Yes rate Ni 13 f &qud6upks,g ea&quota Sell Vent or Solid Vayl Sdfil 12I312025, No Yes. No. NIA Florida Department of Business & Professional Regulation page I aft Building Codes arld ,Standards 10IN21i Product Approval Application Detail Cede Entity or Dot 2" lie Pendirw D_t- I= Vanlon Manufacturer CarolEnairal Ls-* Validated By Validated life Kiedi FBClwmoml Aoaker, Status Revision 20210 TAMKO Buiding Products LLC KOM Eden Robert Nleirnnen John W. Knmzevlan, PE 10r04/202a O-291,2020 10/124020 12I512020 Approval Cerebral Real (417)'62d-664¢. PE-59166 ID54)772-622d- Subdategary: Underbyrnal kern_aded@tamkm.rom Compliance Merttoili Evaluation Repon from a Flodtla Registered Ardnte tors U-sed Florida Professional Engineer - _ F1.1ff232A:#g74oluas";.- .. - Quell .,A --ranca oor-wtlfor Usa Astiryediorues in" A lmeasd ... AMAModel.NrunS Produdme erorNa ProrkretDesn'kdian Cw,tradExokanonDale jg}jy,/y� outside ResistantPms¢grs. late 1 TAMKO Root U.&rlayments (HVHZ) ROOrundedaymonts. far usa In FSC HVHZ 001292023 Yes No .NIA WA lurisddll 2 TAMKO Roof Underlayments(NON-HjM2), Re,fundedayrientsfor use In FSC nm-HVHZ DaI2B2t)23 No Yes NIA NIA Iunsdieal Florida Department of Businel Professional Regulation Pal Building Codes and Standards i7/2021 Product Approval Application Detail Code, Emily nr .,fig pall. Date Patdhm owe ],yrgg. version MamrtaoEurer fi9ota6t Ermineer & Lldense VaBtlaled Br. VaSgStpg sucark letl FBC Anmaval AnorOvad stet",r Revision 2920 Lc,nanKatrinaJd bJames L Buckner, Steven M E 112 (2020 11230201292020 ding F C Al Ctatelgery, Robfln-V (501 983-@1@_3 PE-31242 917)'317-8454 SupC:oWgy: Roofing Acseasorleatnat ee•an Igelleyakmanca:cdn Integral Partafthe Rol System Compllanoa Mathod: Evaluation Repon *ama Florida Registered Archtect or aLkensed Florida Professional Engines Quagty AseurNue vetl for Use Approved for Use t casual 9g0fo Imnac 4.�t eao # Product MMi Number w Namo Product Description cprttract EYolrarlon Data In MVHZ Outside HVHZ Resident faraysm t Deck -All DA-4 or TR1-8en Deok-Jv'r DA-4 Los Profile Pdygopylene. posiic,. Roof Vent 12/102025 No Yes No t97.5I.97.5 MeohamearyAtecred to Plywood Dk c(r, Florida Department of Business& Professional Regulation Page 1 of I Building Codes and Standards 1125I2022 Product Approval Application Detail ;ill I X ii !Ili; A aes; i all! I all; 'illiatill iggskillailligiefilifflaili'lill i lis I fifir ill I code I entity or 2912 Qgtq. DalPsndino Date TW@ Version Manufactak Contact. Enalnear& License:. Validated 8y Validated Suhmitted FBCApproval Apanavilid. Starers Revision 2020 All American Shutters and Glass Mike Barbieri Prank. L. Bernardo, RE Troy Bishop R:E. 10/28/2020 1011512020 VU05/2020 12/1512020 Approved Categdry' Shutters (561)712-sA982• PE-0046549 (954):947.08GO subcategory, Storm Panels mikeboallamersanshune Compliance Method. Evaluation Reportfrom a rs.eom Florida Registered Architect or a Licensed Florida Professional Engineer Pt#f9EBJcRa:PfodUCk3`` . . - - I, -- , S1Product ModNumber or Name Quality Aal a is aAnorovd for Aporbved., Product Description Contract Epirelion t. In HY fU Outside.HVH Impact Ressistran Design Pressure re 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12131QO22- Yee Yes. Yes N/A Florida Department of Business A Professional Regulation Pal t oft Building Codes end Standards ar14=1 Product Approval Application Detail Q9* Erl or 2& 20 Date Pmdrno us lkBk: Yerslo i t Manufacturer. p9Ili@gF Itakil 9r & weense Validated. By vdldete ' 0 au6mlte d 'fill Andrayal 9PJ2f9v@g' sralppa Provision 2020 W Y rim Rob Maki ICC ,lalu.an eroic-,.LLC 1 Le r P:E. 0202/2021 10I1312620 021032021 ApWad Category. structural Ocmponer4s (251j 9244i476 i609)639-3296 - Subcategory; Engineered Lumber Robed.BaldwlniMu'ayenra tompllinca Mampd: Evaluation Report Rom a euser.com Ri¢(,52r+It11 Phodti£Es Product Evaluaton Entry - - - = - Quality Assp ieS Aomnvodfm Usa. Approved for lea Ynaad paLim 92" Product Model, NLM*K.Or Nerve Product Dwerfotlen Comract Ekblrffiion D8le M HVHZ. Outside HVHZ Reslafam prestruiv f Mel LVL Laminated Venom Lumber 031312023. No: Yes NIA NIA 2 Senate. PSL Parallel Strand Lumber 03/31202;3: No Yes N7A NIA 3 Tmaerseand LSL Lenkrated Spend Lumbar 031312023: No Yes NIA NIA 4 TJ Wm Board structural Composite Luber' or Oriented 61rand amirzo23: No Yes I NIA board lam Bare - 5 Weyerhaeuser I m Board Onwted-Mane Board Rm Board 03MIM23 hb Yes I NIA Florida Department of Business & Professionai Regulation Page i oft Buiktng Codes and Standards I IA I Product Approval Application Detail Code t:mkv or pat@ ewe Dare Perldrig !fig I= version Manufacturer contact Endrkl Llrmrsa Validated IN Validated Submitted F&CAmroyal Ablar_oyw MIA, Rewskm 2020 L.V. TAompri l.Inc. I Thompscn Archtlettural Tony Christman Zachary R. ?nag Steyan M. I PE 09M7i2020 0911N2020 09R212020 12/151=0 Approved Mateis COMPM)IITAMCOI 4813)248.345e PE-74021 UM 317-8454 - Category: RoofingYugo tin rneteeopfin :corn P. subcategory: Rcerli Atoassa lea that III Integral Part ofthe Roohng'system Compllalca:Mthod: Evaluation Report froma Florida Registered Aral ors Licensed Florida Professlcal Engineer Frll&ai&li3-lkbdures -. -. - --- - _... .. - _ Quallri Assurance . Aooroyed for Use Armroved fin Use 1knorect peals. S-# Pmeud MauLl. Number or Name Poductbseriou n Central Exoiraton Data In fnyyy DutsIde HVHZ NatWest prexeurg 1 CoTAMFlat Top:Ott-Filch Vent all fair Tee 28 ge. staec roafvemilator with baffle 09I092028: Yes Yes NIA I'VA 2 TArl GoosoneckVenr 2e ga. 091092026 No Yes NIA .01-525 &. Tell Off- Ridge Roof Vent with Bell 26I static roafventtlefor with Integrated baffle 09f092028-. Yes Yes NIA NIA 4- TAMCO Round Top Off -Ridge Vent with Ranks, for Tile 26 ga.stahoroafveMllaterwith baffle 0WWO28 Yes Yes MIA NIA Florida Department of Business & Professional Regulation easel eft Building Codes and Stands rtls 1/7/2021 Product Approval Application Detail C 6e11a or 2ig ,rig Data Wndlno I)d- 1i Vial Manufacturer contact Enalnear&Lioensa Validated al Validated SI&. tad FIXAggnval Aorkn a star -- Rsvlefon b020 Bo t Roth re, g And.- Ratan IAPMO U ltomn Evoluat n con G W. Walker 11 D 10312 2a d1IO2r2020 1 2 1 l05120 0 Approved APp.. Camgal: l�o-ArtiA (80.7)3@0-0001 services LLC: (20M @S4@100- 00 - SubCaegory: Repeng Tibia Rcb1rAndalsanQ,porrl Co Ilara:6MamA : EveluWien Re ad fro-rcta d rep P m Product Evaueton Endly - - todskuLk2pno*kets'll .: .. - -: ,, -I I- QuallNAssurance AwroveafmUse Approved for. Use trill D"km But Product M Number Jtarrua # b d. Daserlauck,. -ills Carol Exmnalua rDate. Co dr outside V]-IISLt1S Du HVHZ .P�t£t}!!! is fie a SlateeC'u t ate qt O1tlE it xon Sink Country 6l sit Y ry FA n9 1 to don- C Fla. Pros var, D 1 2r31f2020 P to Vas f NA r liA Thatch sera; ' kn d Pa 17. Saxony600 :Slate. Shak. Alki Spin Shake Flat Profile -Stockton. CA 1V31/2020 No Yes NIA NIA 16' Saxony SW -Stain shake &amp Split shales Fiat Profile -Ritill CA 12M1)2020- No Yes NIA NIA 19 Saxony 700-Shill $let.Almp Sill Shake Flat Profits-StatMon, CA 121 iii No Yes NIA. NIA 20 SazonyToo - She No, SetR$emp Splft Shake:. Flat Pralno-Rialto CA 12nil2020 No Yes MIA WA 27' Tel Espana l at redone Il Prong Katy, TX 12131202D No Yas NIA NIA 28 \Fills Law Prcrao-Katy. TX 12I312020 No Yes N/A NIA Florida Department of Business &Professional Regulation II oft Building Codes and Standards 117=21 Product Approval Application Detail ra k silly or pale 210 paEePonelnd 7yg4 Version fnturar, its.... COMapt ED9N aar 3 License Validated Be ya added Far Ao' - 1iggMlUlg' proval Aoora etiv Elelilt Revislon 2020 Alpine. Stuad Low. cr 9,iiluahon sennce,I Will M. Ranked. PE 10MV2020 1D2212020 11.AM020 fit0512020' Approved Category: Structural Components (321) 710-8377. (Ill 681-1917 Subcategory; Truss Pat. slawlaQalydneliW..com compliance, Method: Evaluation Report #ore is Product Evaina n Entity :- - �ietLma.liTiVd'dri ,, - _ -. �, QualityAssuranoa -" Approved for Use A6WayadforUse , Ire acl Daeum sea# Protlua blodN. Number Or Name Power personation 'Comrad Expintl DD✓te In HVHZ Dutside:rfill Resistant Pressure 1 INVBC6/Alpirro Highor: Shongih 41III 5j Mefalconneeterplelo 1273112d2d Yes Yes NIA NIA 2-. ITW aCGINpIne lin9a Plate Metal Connector Plate 12/312024 Yes Yes NIA NIA 3 ITW 86GOIJAW1nlllor Metal Connector Plate. lZW2024 Yes: Yes NIA. NIA 4- ITWaGGjAipine Wave Metal Connecter Plato i213112024 Yes Yea NIA NIA. Florida Department of Business & Professional Regulation Papa I art Building Codes and Standards K112021 Product Approval Application Detail 29k Ently or 2* Due Due 7y8.@ Version Manufactmm Confect & Lkanse. Validated By Validated ed BC AidedoorovW A,-"d, gbLe Alf -ate, 2070 I n '-c, Alpha Aluminum M Ph J f Lomas Jose 8lva. W k R crna. seven M, Uridn: PE e 1I Gy. 20 111 20: 1 1 20 1 6129 d 1 ti20202 dyad Approved eabol Panel Weill, (40TJ Well PP-62414 r71713118454 Subcategory:$i alpheaiuminuminla y.ha Compliance Method: Evalualen Repon from 0-nth Force Registered Architect or a Licensed Florida- Pr-faseilsal Engineer -fLffiH BSpt`pdrrda, "a- _ 11 ." - Qualav Asswallee� - - Aamotgd,for Use �A,,."d red for Use - - Imaggl Des Sae-#. Product Model, Number ar Name Product. ap�riobau C,raract Exolraklbn: Oat. In HVNZoutside, hri ,®ph[gtand Preis- 1 .:Alpha Alumihual Shcd damp: VentedAlurefnum Sore$ Alpha Aldmillarr did Aarryl Vented Aluminuet 07/30(023 No Yea No NIA CMU &.";'Wood Sol CMU &amp Wood --TFT - 11 - r. _H _i_ _ - t-T� -' r - Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards IW421 Product Approval Appilcation Detail ca !J) .ire_ Dale PorMlrm ,fig 7 m var lion Nanurectimer Cd%ad; Enoln¢ar& Liberal Validated ay slatifiriIgad FBI Ammrd Aoorovad staktak Revision 2020 MI Wind -.rid. Doors Brent Sltunger A.encan Architadural Steven M. Urich, PE 11122,7020 t1222020 112812g20 ;Approved Category: W ll louts iT17) 365-3300 Manufactures Association '(717) 317-8454 Subcategory: Fixed bsNingergmivrpvicem Compliance Method Certification Mark an Loring i,'LidAS'M'9..Ri' ffrplet, , . „ ,. ,. _,.,. ., -. , - ,;. Auurnwdrm ...• -.. sea, Product MOM, fXanber or Name ouWity Aauuranr-a, uao Aenroyaernr urre.-.. Product Daaramiftn Carrract IrxotraUoil Gaze In HVHZ outside Ill lmgagt Resistala Cda1gD PPressure 1 its PW 73. 72 Insulated Glass 041(L/2023 No Yes No T601-60. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1ia2o21 Q= Entity m , Data LWA VA. Pandlrro 292 "i Version Manufacturer contact EntnearIs Urki a Val sled By Validated Submitted PBC Approval Approved exdi24Ur. Mismatch 2020 PGT lntlusCries. Jana costal h ill.I.Q.a. BCCD-CER Miami -Dade SCCD-VAL 11MM20 11/10512020 11/11/2020 APprWed Categoa n W oyioyrs; (941) 480-0100 (M) 315-2590 Subcategory: Mel ins, Ircsewskltipgrindustnes:c -fa1 CompUel Method: Certification Marl or Lasting am ikf 1lprodudls -_-S . •,. rt Cut Assuranca .. Acerevadforwtha ,Aoorpvldfar Usa t Imps. ... $A Product Modal. Nwnber or Name Product Desolation Corkil ddratlontaye In HVVL Olnstde HVHZ gent larwal 1 Multiols WAll I and Windcwa Aluminum Mullelts 05262028 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Page f or2 Bui lding Codes and Standards 4fB2o21 Product Approval Application Detail QM (raft SL 2" 2" Dal, Penal pat' al k Neellil Manufuww CON AS. Ennhleer & ucenss Validated By Validated Mktg PSC Approval Approved Status Revslan ZD20 GAF Mal SOeh Robert Main John W. Knazevmh, PE 09T2612020 DB12 M20 101022020 12115l2020 Approved category:Racers : (600)765-3411 PE-56166 :(954)772-6224 SWCotegory, A5phalt:5ttingles mstbhligaf,eom Compl anca Method: Evsluatlm Report from -a Florida ftogistered ArohUector a Licensed Florida Professional Engineer de, .FLiet 2aJ{ l - - - QualW Assurance A�avedfortris Approved Use �p�t .-"•Ceske Sin M Product Model. Numberpr Nacre Product lis, eriotipn Contract Endratior,Dee la HVHZ OWaide HYH2 Reaistue Preawrc 1 GAF Asphalt Roof5haturs Foargasa reinfn'cea 3deb, Isminsted, 5-te6 and 12MB2022 No Yes NIA NIA hlpkitlge asphalt shlegbs Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oT1 102021 Code Enbn or 2a 2111. fill Pendlnck apse Type version Manufacturer cutnd EarohtBer & ubansa yelidztad av V I� limhd Submllt d PBD Akipri Approved Stalin Revision 202C Florida Mi Products lac. Clerk Jones James L. Bucker P:E Staten M. Unoh. PE DB272020 D62512020 i00g2020 1VIS12020 Approved category: Racing (,904)703:8400 CRUCK C-nglneenng (717)317-8454 Subdalegary. Rol Acie.,raea that are an oarkiBaemrAGdm PE3t242 Integral Pan orthe Roa l's System Compliance Method; Evalilluil Report fr... Flodds Registered Archihotdr a Licensed Fleada Professional Eng neer ,FL-., a3iF vPrrrildots •_ .: ...: ' ; - I.., ,... - .. - 11 _. 11 .. OiralRVAssurll Approved for Use Approved for Use Iffini Deal, 9-0 Product Model. Number or Namo laroduU .filascria l contract EYouark-Dale In I OWsrrb HVHZ RasietarM P ,-, 3. 3-FLAMCO&gwt:RV 10 Ridge VerAquot; Aluminum Ridge Vert- for pitched roofs fetreated 12I312024 No Yes' No NIA - from 0.025' Aluminum Florida Department of Business & Professional Regulation Pagel aft Building Codes and Standards 1/252022 Product Approval Application Detail Code Entity or .Date Date Date Pending Data J.,M Version Manufacturer Contact Engineer &License, Validated By Validated Submitted FIX Approval Approved Status Waken 0 Revs. n 2 20 Global P test P oducts LL . 4 ro ion r G Ra ns A i JP Tim bI on Walter .-r Ill'Jr,E John W. Knezevich. PE n VV 0 2 '0- 910fv2 20. 1T20 012115t2020,- 910@. 02 0 0 10r0 2 Approved Category: Shutters (964) 889 754s PE-44187 (954) 772-6224 SulaGategay: Storm Panels tim:robmsonCgppentcom Corep11ance Method EvaluationReport from a Florida Registered Architect lino Licensed Florida F1:#i3676-Rs.P.'rrotiutis' Professional Engineer - - :Quality Assurance Aoorovedforuse Approvedfor Use Impact Dilation n Se - 9 Product Model. Name _ Product r]eacri to pt n Contrast -ratio Ere n Dare I HV - ta�tl V n HZ Outside e HVHZ Resistant Presser re 1 20 Gage Galvanized Steel storm Panels/HVHZ Corrugated. Galvanized Steel Storm Panels retained ID31I2022 Yes Yes Yes NIA or not by tracks to provide hurricane protection: 2 24 Gage Galvanized Steel Storm Panel Corrugated Galvanized Steel Storm Panels retained 12/3112022 No Yes Yes NIA or not by tracks to provide hurricane. protection. Florida Department of Business & Professional Regulation pal oft Building Codes and Standards 1171ZD21 Product Approval Application Detail August10,2022 N NO � = U O N C Q- I -0^ Li s� V A to W -I--_(% � Q5 .r • W � U O � v, 0 L Q ^� . L ^' W 7 C O M U_ p > .� O � Q I_'_ ..0 . C V i l�i 4 Z W J 0.4 01i '�'�) 4114 Ali e a C s , 46 I,- farl iL Z IW IAP L= - r " Ag- a � all.�i.1 're- Z (n L (1) E ,., = 0 Z U W M > O L- CL 0_ L. f..../ U O L_ 0- W 1 C.0 � V m I I � F- 0 s_ W Q (^,`) W Z J Z Q J ^ LL SHEET NO. PA lail now" FWda Deparpnard of Business & Pmbl ional Regulation p.ge i sr: Building Codes sod 8tsndarde a ici Product Approval.Applioation Detail 926 Eaft.9L 211111 g0 boompoodo gilt TM Wi amorl unr GOra Eodow&Us$%" wmftdat win Splinvil FBGAN904 AoerwW saw Afhmadon M20 Pella comf of Joe Hoyden a" wrldownd.Door. dames LSuokner, P.E. ® 07M4r20M 07114M020 OF12002020 APProued De virl,lMnlddall Robison Msnuk0luNrAnsillkn CSUCICEnshoodng O wOmybyc al Hung (641) 621-SM (aB1 } 411.90'!7 C4"Hona Mwxok COritifl i Mork W Lbting PeHnpr UAVPnowl®pe Arm`. IbLoorm Aeorarr Fr Ibs Approwd hr Use gyly� gldel Awl Prden Sotlel. Nuebr or Hare prodwAossafizolon, in WNR Garda HNIi glibum pn.*" 1 80061020 High PorrwmaresSingio Nuns Vkylahgle HungwhxlOw(fil'x72') ON17r1027 No Yin No +eW.BO 2 gol 1Q1Z High Fill ance8lrisle M g "Hl FYrbmrna SinpY Fiunl U MV2027 No Yes No +e0'ia0 4 Swift 10i20 Single Hums VVIVIBkg NUM Trot Gompol(10P 9•721 W16=7 No Yes No +040 4 aw" 10U20 angle Hung Vkry41i Hung THFM C*gXm((10r. Mi Dea M027 No Yes No +3t2.,'{6 5 Santa 1012081 Hung VOM Bhgke Hung Twin Conwalse OHLe'xel.r D6113i2027 No Yoe No +3A'-34 6 Swift 100 Sl Hung VW wroho Hung 1WR composite(72'x 51 Ili No. Yes No +Swtiw 7 Sehalw2Dslm@*Hung %"ASliMungTnplsGosgalw0wxnv) DOM111=7 No Yes No +8811 a Swiei11Mrg*More VVakgeHOQWhrtow(40x72•i BVITMD2T No Yin No +3" 9. Sonos1N20 SRgie Hung tarry)$410 Hung Window Or x 51 W13r1027 No yof No +Ni 10 8srla10rt081ngie"011 YlrrylO tgls.HogWlndow(46'x81.1C2') oil"? No Yee No +461:94 11 8ai" MO Singo )lung Vhlyl Sli Hog Window, for x 84') Di No Ws No A" 12: Swiea i0M0 81rcil VRA Shg4 Hung W W 0. (w xM -Donal No Yoe No +20b36 13 aPi1020 Single Hung MV 8bgk Hung Tialn Gompooft(72•x'39.3'i: DeaDo 7 NO Yes ND -wl 14 80r1e410M081rgle Hung MV ONIC Hog 'Will 0omposle(68.8'x8s;6*)- DBM1MDl7 NO Ya No +3" 15 Series 102081nglo Hurl Vkgd Shgle Hung lion oomposps(mv x Tl'}- 06417M027 NO Yee No +391:99 16 Sadao imalrgleHurg NVSlrgle Hung 1Wln GonxsNlb(72'x 72') O4H612027 NO Vol, % +40MO 1T Sam 1012081new, Hurt' WM Red WNr8ingNhWng.Flankes(104' x72•1 11 No Yin No +30Li0 )MOO 211 ,sow[ Prtled Bahl. Nuxbr at Name pr (gp I Dodo in Kwx Eub ds floolool pnwno 1 130 ill *rThermepMror Erompass orA*sfd High %W Ho Parlormanoe 8lreb Hung (42'..x7T) DW17F202T No Ya Na +gg1Dg Pwbwwoe SbveHume 2 1M Ell N Trwimal or 8nmmpaa wArslO High VIM HIM F4rbmvnm 81ngk MOO TWn owiam No Y4s No +Ww Padprmane al Hug cov"Fa(7?xW1121 a ill Some Vrwrlror Rxomppa orAws"dar to Vkyl Shgls Hung 7406 ConQabe(1O(r X7M Derloci27 No Yes NO +401.40 Hung 4 ISO earls orThermaWor Enpompat or Blrpb wro Sngle MOO Triple Call (1 or x86S•i 06i23M027 No Ym N) +3a1:i4 Hurl Rodda Deparorlmltof Business & Pn lisimi nal Regulation %pi oil Buiding Codes and Standards 8naaa2x Product AWOVS1 Apollo r1 DOM Solk i:otlarw ggia Dow Dowponiop 2gs ryevaww. llsosboill FAdew4iioasu 1NIld4adar w-fts d sollimilbod FeCAewwal AApp_r ri e� Anrmmoribn 211M Pest Oorwal Joe Hol Bawl WindoNOWDoor AxnwLsurerror, P.E. OYM412020 07M412020 07=12020 Approved flol Wlmi Robhoon RAWW WWAs 0*6on CBUCKEnglnedrg Se60eMae H.*Omwslider (641}cm dogs 1881)4F14gY7 GemPseow WSw .* com ki Mark or Using- PessproduoWpin" l Ile-aom ANI Prwlmt'YdaLN wNalw ydweOnadnlim. Crelnirarnhaefen Done In NVllx bi 11VHY fil 1 8WIN100811dIng Nirdow Vhryl andrg.Wlndow(oxof No, 7&1M' x40') 034274023 No Yee Ns +30'-J,0 2 Sena 1,00 slidna ml V1rjdoldlrrg 4Bndaw MX or xC, 73.112' x84') 03MN2024 NO Yes No +26134 S :Elm 10n20Bild"O VAhd- MV 81ki Viilli;KGX, 10V x KI ON271202a No Yrs % +00�0 4 Bents 10'20 Slldlre Wk*w 'Al 8101 Mi ill "X, t04'.x3i OBM7M024 NO Y. No +31ii Florida Department of Business& Professional Regulation pool or+ Bulding Codes and stwiderde anarla2 Praftot Appi omrs AfWkl#Orl Datati 54�1! Egftgr gllR Do DOW Wood n QIb. TV" 'V*hl Emphouror GMaat. E.10O r&Lreeae SklMabd ar volill Su aritbd FaCAuurw4l Appr loll 01"b" Aftrmadon 2020 Pdwowppraw Joe HFytlen bill mmdowr4Dow-. T.E. Lunn. PE,.LLG O7M4i2020 OTYI412020 or/22r20P0 APprPwetl Cofti Window RoOlraon. Nanu4oWwAsssulixi (W)S24414ri6 Bubcalvil YShowHurlg (641)6114100 Compoorom blwbe4: Cemko lon Mwkw. U0th6-. Pssap^?duodppra+tl�pe Il dm to AIMMMLbLWK Ammil l.ForUss }mold ...➢ties .. Awl Prodihill Nuobr wham. 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Nu +25l.= 0b1M9 OalbrrAln Anmwd For Ole Andrered for Ww Oib RMA PredsetNdd.Muebr arNeob OCC ahexdrstbn Oar rG X4Fii Chinas FAiHx rolls Prommy 1 Woo IW or Emoor s orAwn0814dhg Okae Door Mril 24**10W.el*gOws Dw(Wig' x. 02402MI No Yen No +lgI g4471•) 2 Bsrl"1M or Erxompas aAtenaSildlrgGlass am V1ryl Bug It Prowl Fbwd Nr Oow(M"Mill 35-141 ON10M097 No. Yin No +401-40 91-iM9 8 8rrlsa160 or Encompws-onA.wra8lMDg O4rw0eor VIry124ranW gl('.91x0ng pees noor(72rx42y WPON2022 No Yes No +24t34 4 Sell 1W or Erwmpow orAWn0.Sildrg Glow Door Nrtyl ebgb Penpl Plan'o' Door(MdeIgA 47-lArx 02110M0112 No Y0x No +2" ;114PWdefa, ' Gool ili"wi Mf Amorarnd nor Use Aeemad ra Ua` .low �ygt J!N lgg( elflumber at Nrib 11"d,90amilal C"Imb Fwai PAU in.M 40i'll kaho piliftry T 8wkslaDor8w pas WAvems9klms0lossDoor 'Mill 24wat Tr silding Okss Door@0-N2•:x: 00412031 Nq Yee- No 'llwa8 9s-1Ri 2. 81110 or EmoMpm orAvwd all Oksil r VirM iii Pam) Fbwd Vd'Dpgr(SldsNe, 28.1R:x 021 No Yes. No +40WO 41-i71') 4 Sl160 ofakr/tmptu orAWln6SlkUm*oko6Doer Wryd 24**'Oxl all C&W Dodr{72•x M DBI24M0&7 NO Yell Ni +2Tr-98 4 Balm130 or Etmmpaa orAendMiag ClasDoor Vhyl 1111i PmN.PkpM'G•L3oor(MdWik;47-1R'x 017J10MO02 No Ygs No .2&1 0&1M.) Florida Dmieftlent of Budnew & Professional fb Wation Building Codes and standards Product Approval Applieatiion DOW -- -- p000l O1 Nt4Yi022: -4 -0 N (U U N Q O O (35 O � � L O LL Al W O w " ^ m. .� ��e.//y.ry CO ca. �J 4C-1 to iL qr- C'x Q cill tG Q r,- Vi eV � d] iL7 d0 1e. Se 1as 1r1F ,S�hpp« n�0 nW, W U) Cz 0 L- CL CL I I I k lIll , TflliL3ullrl,i�I I:-:.T7,r--11 - r�F---- -�. r-r I I I- r--F- r August 10, 20221 SHEET NO. PA 1.2 N (n Ri N U O �11c O ® - Simpson Strong -Tie Tle 2020 FBC Approved Products p g pp Updated ,9i3012020 p s � Simpson _ Stmpsan Strong -Tie 2020 FBC Approved Products updatad,213orz62a • _ Simpson Strong -Tie 2020 FBC Approved Products updateo,zraorzozaUpdatad,zraaau2a .Strong-TieW � Simpson 202t? FBC Approved Products //1111 Q O i For direct Inks to all SST approvals listed below, CLICK HERE - For direct Inks to all SST approvals listed below, CLICK HERE. - For direct Inks to all SST approvals Rated below, CLICK HERE. , For direct links to: all SST approvals Isted below, CLICK HERE (D CU A LJ� Far adtllnonal tntannailon regarding Florida's Statewide Product.A Approval tam EM,d MNami- tl n County_B9 g g .. pp System Da a Cow_. Notice AcceptanceCLICK H�_ (NON,ERE. For addtbnel iMdrmatfon r ardli Florida's Statewide Product - (oval S tam Ewid Mamt-Dade. an . 9 APP Ys. C ty Notice of Acce lance NO ,CLICK HE p C A) ...� a Far adtllionel Information regarding - Florida'sFrod 's Statewide Product royal System and Miami -Dade County eg .._ 4 de Ste APP _. YS Nance of Acca tame MO CLICK HERE. ry p .. _.. INCA), "For addiional lr,rarmatton re ardrn Fiarides 3ta ewBe Product f, royal tam and MYaml-Dade County 9.... 9 t PP Sys Notice of Acceptance Pl0 CLICK HERE. ty Pt (NOA), ' W � W FL#2355-R7 FL#tO446-R6 FL#10456-R5 11 HUS, HU$C series hangers Face -mount hangers available in widths ranging from 1.518" to 3- = = U 4 9f16" and heights ranging from -5116" to 11' Concealed flange Sea # Product Model, Numberor Name Produvk Description Sea # Product Model. Number or Name Product Descdntlon Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O O ' 1 Titan Stemless Steel Co notate & Masonry Screw (T1'N-SS) 114' diameter Titen stainless steel masomy screw 1 A21 A23, A33, A34 A$5, A44 Angles 1 ST. BTB, BTH BrickTles greater than 3-9116". L L 2 APA21 APA4, APA6 APVA21 APVA4 APVAS Outdoor Accents Angles 2 OMST12, CM8T14 CMSTCIB Coiled Straps 12 IUS series hangers 'Face-mount hangers available in widths ranging from 11-7/8"to 3 0 CL C 0 3 AAPB44 APB44R APVB66; APB66R, APB86, APBWR, APS1010, AP81010R, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9.1 /4" to 16". Q LL_ FL#9589 R6 APV844R, APVB66. APV866R APV668, APVBSSR, APV61010, APV8101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGUS.25-SDS, LGU3 63SDS, LGU5.2SSDS Face -mount hangers Co O1r= _ 4- (a 4 APDJT2-4, APDJT2R-4, APDJT2 6 APDJT2R-6, APVDJT2 4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24 LU26, LU28 LU210 Face -mount hangers CD O Sea # Product Model: Numberor Name Product Description APVDJT2R-9 6 DSP, SSP; TSP Stud to Plate tie 15 LUC28Z; LU021 OZ Face -mount hangers , cn '0 E Q 1 SDIO112DBB Outdoor Accents Connector Screw 5 APHH48, APHH48R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 Ht, H10A, H2.5A, H3, HO, H7Z, H16, H18S, H16-2, H16-25 HurricansTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- L L 2 SD9112, SD9212 SDI0112, SDI0212 Strong -Drive SD Connector Screw 8 APL4 APL6, APT4 APT6, APVL4, APVL6, APV74, APVTB Outdoor Accents L antl T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Gird er Tiedown 5/8" and heights ranging from 3" to 10-45116". - .(n O CotroQ 3 SD9112$$, SD92125S Strong -Drive STD Connector SS Screw 7 APLH24 APLH24RI APLH26 APLH26R, APLH210 APLH21OR Outdoor Accents Light Hangers 9: HS24 HurricaneTio 17 MGU3.63-SDS, MGU5.25-SDS, MGU5,50-SD5, MGU5.e2-SDS, MGU7.00-SDS Face -mount hangers C (a �a �- 4 SDCF22434 SDGF22512-SDGF226 4 8 F 1 DC 22700,SDCF22858,SDCF221014, Strong -Drive 8 BVLZ BficKVeneerLedgerConnactor 10 HSS2-SDSi,S,HSS22-SDS3,HSS23-SDS3,:HSS4�5DS3 Heavy Stud 18 MlUseneshangers 1 Face -mount ra- � ,� -_ v! Q SDCF221134, SDCF221334, SOCF271958, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5, HST6 Straight Straps 118" and heights ranging from 6 15116" to 5 SDCP22434, SiDCP22512, SDCP22614, SDCP22700 SDCP22858, SDCP22912, Strong-Drive,SDCP Timber-CPScrew 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SOCP2714OD 11 DJT14 Deck Joist Tie 13 HTSQ1SKrZ, HTS020KTZ. Heavy Twat Strap 2D SUR, SUL, SURC, SULCseries hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614. SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 39/16" and heights ranging from 3-1118" to 13-314" 7 SDS25112 SDS25134, SDS25200, SD525212, SDS2530D, SDS2_r312, SDS25412, Strong -Drive SDS Heavy -Duty -Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA1.2, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 :Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 F.WANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; only acute Flange is conceal. 8 SDS251125S SD62520OSS, SDS25212SS, SDS2530OSS: SDS26512SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GAt GA2' Gusset Angles 17 LT620, LTB4o Bridging 21 U series -rangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716; SOWF2720, SDWF2724; SDWF2726, SDWF2730 Strang -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, HB HIOA•2, H1OS HI 4, HGA10 Hurricane Ties 18 LTS12 LTS16, LTSIS, LTS20 Light Twist Strap Wand heights ranging from 2-5i8" to11-1/4". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MOT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps FL#10007-RB 19 KBSiZ Knee -Brace Stabilizer 21 MSTA9, M8TA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-RB 20 L30; L5D, L70, LBO Angles 22 MST02S, MSTC44, MSTC52 MSTC86 MSTC76 Straight Straps Sea # Product Model, Number or Name Product DescUg ion 21 LCE4 post Cap 23 MSTC48H3, MSTM93 Pre -Bent Straps Sea # Product Model. Number or Name Product DescaUlLgn 1 ATR318, ATR1/Z ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTl26, MST138 MSTI48, MSTISO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5; ATUDB•2, ATUD9, ATU09-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take-Up.Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12 MTSIB MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to W'. 3 BP318-2 SP112 BP112-3: BP /8- P ` •33-6/8" 5 2, B 518 , BP3J4, BP3f4 3, BPRTUD3 4 Bearing Plates 24 LSSJ26LZ; LSSJ26RZ, L5SJ28LZ, LSSJ28RZ, LSSJ210LZ, L5SJ210RZ Field. Adjustable Jack Hanger 9 26 NCA2x1012, NGA2x12 12, NCA2x8=16, NGA2st10 98, NCAZz1216 Bridging 9 9 2' DGBF series hangers g To flange hangers available m vadths ranging from to 7- P 9 9 9 g 4 CNWS/8, CNWit2; CNW518, CNW314, CNW5/8-1/2; CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable7Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1i8" and heights ranging from 9-14" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75; CTUD76, CTU077, CTUD67, CTUDSS, CTUD97; Coupling Take-Up'Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RP522, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/Z' to 3- CTU498, CTUD99 27 ML23Z, ML247; ML26Z; ML26Z: ML21OZ Angles 29 RSP4 Stud to Plate Connector 5,18" and heights ranging from 7-14 to 24". 6 N3, N4, N5, H6 Heavy Hex Nuts 28 MMH6 Root Tie -Down 30 SP1 SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangsts Top flange hangers available in widths ranging from 1-314'to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD46, RTUD5, RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie "" and heights ranging from 9-1/4" to 24'. 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1 5, SS2;5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to S. 9 TUW38 Take -Up Washer 31 RBC RBCP Roof Boundary Clips 33: ST9, ST12, ST18 ST22, ST292, ST2122, ST7115. ST2215, ST6215, ST6224, ST.6236 Straight Straps 7/8" and heights ranging from 11"to 32-10. 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34. T820, TB27, TB30 TB36, TB42, TB48 TB54, T856 TB5D Tension Bridging 6:. EGO series hangers:. Top flange hangers available in widths ranging from 3-518"to'7- 11 URS4 112" Uplift Rod RunTledown System 33 RTC=, RTC42, RTC22, RTC44 Rigid Tie Connectors 35 TWBIQ TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to37'. 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, OTC; HTC4 TrussClips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedovm 7 GLS series hangers Saddlehangers available in widths ranging from 3-114" to 6-7/8" 13 URS6 3/4" Uplift Rod Run TiedownSystem 35 TJC37 TJC57 Truss Jack Clips 37 WB1D8, WB1OOC, WB126, WB126C, W8143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4 Z44' Panel Stiffener Clips 8 GLTV series hangers Top flange hangers avaifable In widths ranging from $=114" to 7- 118" and heights ranging from 11" to 32"S FL#10441-R6 FL#1a531-R5 g HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 If2" and heights ranging from 8" to 30", Sea # Protluct Model. Number or Name Product Description sea # Product Model, Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-11,V to 8-78" 1 DTT2 Hold-down Sag It Product Model, Number or Name Product Description 1 CBH2.3%5.5, CBH2.S7x7.63, CSH2.37x9.75 Concealed hangers and heights ranging from 10-112" to 2W. 2 HDC1014, HlDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDOB HH001'1, HHDQ14, Hold-down 2 DS02R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DS05L-SDS3 Drag Strut Connectors available in widths ranging from 1 9118"to 3-9116' and heights 718" and heights ranging from 7-112"to 32'. 4 HDU2 HOU4 HDU5; HDU8, HDU11, HDU14 Hold-down 3: GBC Gable Brace Connector ranging from 9-118" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114"to 7- 5 HPA2$, HPA35 Strap -style purlin anchor 4 HCP1.81. HCP2, HCP4 Hip Corner Plate 3 HGV3.63SDS, HGU5:25SDS HGU5.50-SDS, HGU5.62-SDS, HGL7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 337. 6. LSTHDB, LSTHDSRJ Strap -style hold-down 5 HHRC2.2, HHRC42:, HHRC42-2, HHRC411.81, HHRC44, HHRG5.25/3.25, HHRC5.3773.12; Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers availab]a in wdIns ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC60 4 HGUS series hangers Face -mount hangers availahle in widths ranging from 1.516"to 7. 9118" and heights ranging from 18" to 26". 8 MPA132, MPA144 Strap -style purlin anchor 6 HRC1.81,HRG22 Hip Ridge Connector 318" and heights' ranging: from 5-6116" to 12-718", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35; PA51, PA68 Strap-„tyio purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50•SDS, HHGUG 52-SDS, HHGUTOO-SDS: HHGU7.25-SDS, Face•moutit hangers 39116" and heights ranging from 5-3f9" to 13-118". 1 D PA118, PAI23, PA128; PAI35 Strap -style puriin anchor 8 LSU25, LSSU28. LSSU210 Light Slopeable/Skewable U.Hanger HHGU9 00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9115'to 5- 11 STHD10. STHD1 ORJ Strap -style hoid-dmnm 9 TBE4, TBE6 Truss, Bearing Enhancer 6 HHUS26.2; HHUS28-2; HHUS210.2, HHUS46: HHUS48, HHUS410. HHU85-Ml0; Face -mount hangers 1/2" and heights ranging from 3-7116"to 15". Concealed flange 12 STHD14, STHDi 4RJ Strap -style hold -dawn ID TC24. TC26. TC28 Truss Clip HHUS725f10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2; THA222.2, THA413, THA41 B, THAG418, THA422, Adjustable Truss Hanger 7' HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426. THA422-2 THA426-2 1/8" to 5-118" and heights ranging from I-314'to 15-3f V: 18 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Q 12 THAN 81122, THAIZW22, THAI2.1122, THA1222, THA1322, THAI3522, THA1422 Adjustable Truss Hanger Sized for Waists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-316" to 2e'. 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange Is concealed. 17 HWPH series hangers Top flange hangers available in wdths ranging from 1-906" to'r- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers $ HTU26; HTU28, HTU21'0, HTU26-2 HTU2$-2, HTU210-2 Face -mount hangers 1/2" and height ranging from 5.316'to 32". W t 15 THJM2-4SDS3, THJM2.55DS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC:series hangers Face -mount hangers available in widths ranging from 1-9116'to 7- 18 ITS series hangers Top flange hangers available in wdths ranging from 1-9118" to 3- ci O 16 TSBR2 24 Truss Spacer Restraint 112' and heights ranging from 2.718" to 19-114". Concealed flange 518" and heights ranging from 9.118" to,16' c1:L V M N 17 VPA2 VPA25; VPA3, UPA35 VPA4 Variable Pitch Connectors version UC (H ) available forall modals fraying width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 1 m o4 18 VTCR VaIeyTruss Clip greater than 2 91f8", ranging from 5.318" to 7.14', _O 10 HUCOI.61/9-SDS, HUCQ1 81111-SDS, HUCQ210-2SDS, HUCO21M-SOS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116 and heights yo SOS, HUCQ410-SOS, HUCQ412-SDS, HUCQ5.2519-SDS, HUCQ5.25/11-SDS, HU00610- ranging from9-3H8"trs 13118. •tcN SDS, HUCQ612-SDS' 3 a> as E � ar CW2 s Q � rr 3 � io oa ar sa C E � O O .ems Simpson Strong -Tie 2020 FBC Approved Products Updated 1ZSQf 020 E Simpson Strong -Tie 2020 FBC Approved Products Updated 1213OPMO Simpson Stroh Tie 2020 FBC Approved Products p g- pp Updated 12/30/2r024 Simpson Strong -Tie 2020 FBC Approved Products Updated 12150r2020 For direct Inks to ell SST approvals listed, below, CLICK HERE. For direct Inks to all $8T approvals listed below,. CLICK HERE. For direct Inks to all SST approvals Isted below,. CLICK cilrect Inks all SST approvals listed below, CLICK HERE For ad R kxal1niar auonradardn9Fodo s StatawWePrProduct ravelSYetemandMamDade0atYNark of Acceptance ) ... n_... Fartlddian I Information FlandasStatawaa Product Approval and Mal -Da a Count Notice d Acceptance NO),cLICKHEE . . . ,. ..For. .information . .HER . a di.onoI rt9ardirt Fladd,s.Statew.de vd Cl Approval and wami-Dade:0ountY Narrasof Acceptance (OR), , oFor .to Far additional information maborregarding FlIXldas Statewide Pr4duot. 'Approval System and Marta-0ada County N�tl.c. 4 4f Acceptance (NOR}, C aCK HF , 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 S/LBVI.56, SILBVI.81, VLBV2.06. S/LBV2.37, SiUV2.56, S1LBV2.68, S1LSV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-118". SILBV3;56, S1LBV3.b'2. S/LBV406, S1LBV4.1Z S/LBV4.23, SILBV4.75, S1LBV5.50 6 Strong -Bolt 2 (S7132, STB2-4SS,.STB2-6SS). Strong -Solt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange han gets available in width of 1-9116and heights Sea # Produot Model. Number or Name Prorduct Description 19 S&TT20, SbTT2Z, S7HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3fl6" to 13-118". 1 HHUS210.3, HHUS210=4 Joist Hanger 20 SIMST60, SfMST72 Straps 118 mil (10 ga) 7 Titen HO (THD-H, THD-HMG, THD-H4SS, THD-HOSS; THD»CS, THD CS6SS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6 1-11158, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with Ilex head in carbon steel and Types304 and 316 718'and heights ranging from 9" tp 33-112", 3 HUCQ210-2-MS, HUCQ210-3?SDS, HUCQ310.SDS Joist Hanger 22 SSP, DSP, TSP' Stud Plate Ties stainless stool, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in Wdths ranging from 5-114" to 6- 4 THGB2, THG63 THGSH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 71$ and height's ranging from 9" to 32-112'. 5 THG02-SDS3, THGQ3-SDS4 5 THGQH2-SDS3, THGQ143-SDS4:5, THGQH4SDS6 Joist Hanger 24 T8D22 Truss Brace Diagonal 8 Titan HD Rod. Coupler (THD3763ARC, THDSO934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3; THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod HangerOHDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114"to 24", THD50234RH, THD10212RH) 26 PF, PFB, PFOB, PFDSB series hangers Topflange hangers available in width of 1-9116" and heights 10 Wedge All (WA) Wedge -All Anchor for masonry ranging from 3.3f$" to 7-VIT'. FL#11473.R5 FLiki3904-R5 (D 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Desi;62L n Sao # Product Model. Number or Name Product Description FL#16230-R8 1/8' and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQrd13 62-SDSHDG, CCQM4 62-SDSHDG, CCQMS 50-SDSHDG CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62•SDSG. CCTQM5.50SDSG, CCCQM3 62-SDSC: COCOM4.62-SDSG, Sea # Product Model, Number or Name Product Description 3 H16, HISS, H16-2. H16,2S Hurricane Tie CCCQM550-SOSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQMS 50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12 HEfAL16 HETAL20 Embedded Truss Anchor ECCLLQM04 52G KT, ECCLLQMD5ZDG-KT, ECCLRQMD3 62G-KT; ECCLROMD4;62G- 3 SET-XP SET.XP High -Strength Epoxy Adhesive far masonry Sea# 1 Product MadeLNumberorName ABR44, ABA44R; ABA46, ABA46R ABA06, ABA66R Product Description Base 6 HGAM10 HM9 Masonry retrofit connectors KT, ECCLRQMD5 SOG-KT 4 Strong•Bolt2(STB2) Strong-Balt2WedgeAnchorformasonry Adjustable Post 7 HHETAI6; HHEfA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5:25, HGUM5.50, HGUM7.00, HGUM7,25; HGUMRO0 Heavy Masonry Hangers 5 Titen 2 (TTN2) Then 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46.: ABL146R, ASUS 5, ABU5.6,. ABU65, ABU66, ABU66R, ABU86, Adjustable Post Base 8 LGT2. LGT3-SDS2.5, LGT4-SDS3 GirderTiedown 4 LGUM26-2, LGUM2&-3,. LGUM26.4, LGUM28.2; LGUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD•H6SS, THD-CSOSS) Than HD Heavy -Duty Screw Anchor for concrete available in 304 ABUBBR, ABU1010, ASU101DR ABU1212 ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM48, LGUM48 LGUM410 or 316 stainless steelwftlrhex head. and1316 stainless steel with' 3 ABW442 ABW44RZ ABW46Z ABW46RZ ABW66Z ABW66 BW7- , i3Z,,A 7 b e Adjustable Post Base 10 META12 META16 METAiB, MEfA20; MEfA24, META40 Embedded Truss Anchor r a. r s r r 5 .r r MBHA3.1219,2a MBHA3.12111 25,MBHA3.a6f7.2a MBHA3:�f9.2a, MfBHA3:a6/11.2?, Masonry Flange Beam Hangers countersunk:head. 4 A04, AC4R, ACE4, ACB, ACOR ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3:56/11.68 MBHA3.56114, MBHA3.56/16, MBHA3.56/18. MSHA5:50l7.25, 7 Titen Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC46; 804R, BC6, BC6R, BCB, SC52-2/4, BC. 2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry M13HA5,50/9.25, MBHA5.50/11.25, MBHA5.50/11.88, MBHA5,50114, MSHA5.50116, 6 7 C2144, CB46 CB48 CB66, CB88 Embedded Column Base MBHA5.50/18 CBSQ44-SDS2, CBS046-SDS2, CBS066-SDS2, CBSQ86-SOS2, CBSOBS-SOS2 Embedded Column Base 6' MBIHU3.561gt25, MBHU3;58/11 25; MBHU3 56111;88, MBHUS-86114, MBHU3155/16, Masonry Beam Hangers FL#f6937-R3 8 CC, ECC, ECCU Series Bolted column caps with WI ranging from3-114' to 9-V7 and FL#11496-RS MBHU3.56118, MBHU5.5019,25, MBHU5.50/11.25, M13HU5.50111..88, MBHU5:50/14, W2 ranging from 3.518" to 7-112" MBHU5;50116, MBHU5:50/18 Seal Product Model. Number or Name Product Description 0 9 CCQ-SDS2,5, ECCQ•SDS2.5 Series Screwed column caps with W1 ranging from 3-1 /4' to 9.112" and Soo # Product Model, Numberor Name Product Description 1 X34810165K, XiS1016, Xi B101'6-4K, XCI151018, XQI81016.4K 410-18 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #3 L WZ ranging from 3-518" to 7.112" 1 DTTIZ Deck Tension Tie Drill Point C 10 11 CPT44Z, CPT66Z, CPT88Z EPB44A, EPB44, EPB46, EPB66 Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL4#13475-R6 2 XLQ114T1224 XLQ114B1224.2K #12.24 Strong•Drive XLLarge. Head Metal Self -Drilling, Tapping �i Embedded Post Base 3 HD3B, HID56, HD713HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4 I TT5, HTT5314 Tension Ties Sag,$ Product Model, Number or Name Product Description 3 XMQ114S1224, XiNQ114B1224-2K 412-24 Strong-Orive, XM Medium -.Head Metal Self -Drilling, O 13 11 LC666 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SOW22338, SDW22438,,SOW22458, SDW22500, SDW22WO SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCfiZ Light Post Cap SDW22634 4 XQ114S1224, XQ114B1224-2 5K, X114S1224, XQ1I 2S1224, XQ11261224-2K #12-24 Strong -Drive XMeta1 Seff-Drilling, Tapping Screws with #5 15 MPB44Z, MPB66Z MPBB8Z Moment Post Base. 2 SOW015450; SOWC15600 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PS44R, PB46, P866, PB66R Embedded Post Base FL#13628-R5 3 SDWH193001)8SOWH1940ODS, SDWH106OOD8 SDWH18800DB SDWH19IOOoDB Strong -Drive SDWH TIMBER-HEXSorew a XU3481916, XU34BI016-5K #10.18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 0 17 18 PBS44A, PBS41E PBS66 PBV6, PBV10 Embedded Post Base Post - 4 W SDH2740QG, SDWH27600G SDWH27800G, SDWH271000G SDWH271200G Strong-DnveSDV1/H TIMBER -HEX HOG Screw #1 Drill Point Round Base Sea # Product Model. Numberor Name Product Description 5 SDWS16212, 5DWS16300, SDW$16312, SDWSI $400 Strong -Drive SOWS FRAMING Screw 19 PG44-16; PC46-16, PC4816: RC64-16, PC86-16, EPC44-16; EP 48-18, EPCA&iB, Post Cap 1 50518x24, SB718x24,SB1x30 SB Anchor Bolts 6 SDW5196e0, SDWS19712, SDVvS224DO,SDWS225OOSDWS22512,SDWS22500, Strong -Drive SOWS TIMBER Screw (interior Grade) O EP084-16, EPC68-18 2 SSTB16 SSTB20, SSTB24, SSTB28, SST834, SSTS36, SSTB16L, SST820L, SSTS24L SSTB Anchor Bolts SDWS22800, SOWS22900, SDWS221000, S,DWS2211QQ, SDWS221200SDWS221500 FL 0-R L 20 PC4Z;, PC4RZ, PCBZ, PCBRZ PC8Z,,PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ: EPCSZ, Post:Cap 5ST628L 7 SDWS2230OD6. SDWS22400DB. SDWS2250ODS: SOWS2260DDB, SDWS22SOODB; Strong -Drive SOWS TIMBER Screw (Exterior Grade) n EPG8RZ SDM221000DB sea # Product Model. Number or Name Product Description 1••� 21 PP044-4Z; PP644-6Z Past Base 8 SDWS22312DBB, SOWS22512DB6 Outdoor Accents Structural Wood Screw 1 DSSCB43:5, OSSCB46, DSSC648, DSHS Bypass Framing Drift Strut Con nectar /1 22 RPBZ Retrofit Post Base FL#13872-R4 9' SDWS2730OSS SDWS2740OSS, SDWS2750OSS, SDWS27600SS, 8DWS278008S, Strong-DriveSDWSTIMBER SS Screw 2 FGB43.5, FC845 5, FCB47 5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector '�^N SDWS271000SS, SDWS2712008S 3: FRHSD34S1018, FPHSD3481016, FPHSD34B1015-5K;. FPHSD34S1214, #10.10 and #12-14 Strong -Drive FPHSD Framing4o-GFS: Self - Sea # Product Model, Number or Name. Product Description 10 SDWV13400 Strong-DrrraSDWV SOLE -TO -RIM Screw FPHSD34B1214. FPHSD34B1214-5K Drilling, Tapping Screws FL#10866-R5 1 CMST12 CMSTiA CMSTCI6, C814, CS16, CS16; CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSF04.25, LSFCS.25,.SFC2.25, SFC4 25, SFC6.25 Steel Framing Con neMr V M, 2 HRS6. HRS8, HRS12 FHA6, FHA9, FHAl2, FHA18. FHA24, FHA30, MSTl26, MST136, Straps 97 mil (12 ga) 5 LSSC4.25, LSSCS 25, SSC2 25SSC4.25, SSC6.25, MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors ■ a ■ Sea # I Product Model. Number or Name FJA, FSA Product Description Foundation' Anchor 3 MSTI48, MSTI60 MSTI72, S/MST27, S1MST37, S1MST48 HTS16, HTS20, HTS24, HT828 HTS30, HTS3QC Heavy Twat Straps FL#15363-R3 6 MSSC4.25KW, MSSC6,25KW RCKW3, RCKW5.5, RCKW7 5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, L.STA36, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MS7A24 Straps 43 mil (18 ga) 7 SC643.5, SOB45 5; 30647.5, 80649.5. SCS411.5, MSCS45:5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH46-6 GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, 01-166-8, GH68-6, GH88- 8,.GH610-6,CH610-8 - rig Girder Hanger 5 6 LSTA9 LSTAI2 LSTAIS, LSTA18 LSTA21 LSTA24 ST292 ST2122, ST2115 ST2215 , , , 1-80814325;SUBH325,MSUSH3,25 Straps 33 mil 20 a Ps ( g) Bridging Connector .Sea # 1 Product Modal. Number or Name AS.- IS, AS18S5ASISSS3 Product Description 8 SC532-5197, SGS62-5197, SCS8251118, SCS82.5/118 Bypass Framing Connector 4 GLB5A, GL85B; GLB5C, GLB5D, GLWA, GL876, GL87C, GLB7D Glulam Bearing Plat 7 LTP5 Lateral Tie Plate 2• AS 2OHS 18ga. .Truss Plates 20 ga. High Strength Truss Plate 9 10 SCW3,25,SCW55 SJC8,25, SJC10.25, MSJCB 25 MSJC10.25 Head-o-WallSfkfe•Clip Connector Steel Joist Connectors 5 GLBT512, GBLT612, GLBT518, GBLT616, GLBTS20, GBLTS20 Glulam Bearing Plata 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSS3.518 Bypass Framing Slide -Clip Strut Connector L 6 HGLBA HGLBB, HGLBC, HGLBD Heavy Glu lam Bea ing Plate 9 MSTA30 MSTA36, ST6215, ST6224, ST9, ST12, ST18, 5T22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSHH7881414 #14.14 Strong-Drive7,LSH Shouldered Seff-Drilling, Tapping O ICU 7 HGT-2, HGT•3 HOT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78 STS238 Straps 68 mil (149a) Screws LLI 8 9 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ181016, XQ181016-4K X0181214; XQ181214-3.5K, X07887224,XQ7861224-314, #10-118; 412-14; and 01244 Strong -Drive X Metal Self -Drilling, URFP Universal Retrofit Foundation Plate 12 S/BI,56, SiB1:81, SI22.06,.S/62,37, S/B2 55, &52:68, Si`W,12, &B3,56; S1B3,62, SIB4,06; Top Flange Joist Hangers FL#13730-114 XQ114S1224. XQ11491224-2.511<, XQ112S1224,XQ112B1224-2K, X34131016-5K, Tapping Screws SfB4.12, SIB4,28, 5/B4.75,S/65 50 X1SID16; X181016-4K, X1S1214, X1B1214.3 5K Q W 13 S1BA212J8, S/BAZ12MO, "A112t12; 51BA2.12114, S/BA4.1818, SfBA4.18110, Top Flange Joist Hangers Sea # Prod uct Model, Number or Name Product Description Z J SIBA4,18J12, SIBA4,18/14 1 ET -HP Adhesive Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM50, GDPM-75 GDPM 100, GDPS, GW 50, GW 75, GW-100, GTH Gas -actuated fasteners and assemblies 15 SIH08S, SiHD8B,SMD10S; SJHD/OS, S1HD15S, SIHD15B Holdowns 3 PDPA PDPA-K, PDPA-MG, PDPAT, PDPAT K, PINW, RNWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 SIHDU4, VHDU6 S1HDU9, S/HDU1'1 Holdowns PDPAWL-MG, PSVL3;, PSVL3-K, PCLDPA, PECLDPA PTRHA3, P'TRHA4 -J 17 S/JCT, SfHJCT Joist Hangers 4 SET-,3G Adhesive. Anchor for concrete C- SHEET NO. August 10, 2022 PA 1.3 MIAMUM $ COUNTY MBMARAIND�y� �p�+�' �, �g �;c �.,�y��.y�,�ps �{i+[ 'ry�q �,� �yyt . drys //y� ;�j���''��T'. �%w^'a�JA11gJ�1 -REG 'LA O�@A,x�i ��Nf"W8.41 M— OWL M7�T. 1 'p p y ^Uj d, P' 331.75—.n2e�,��Pp, -4 NOTICIE OF ACCEP°TA.I CE r0Ai w►� 1076Tirebn kgyDrive; North Vems,FL4275:` arvaa ThiaNOAisb6ngissued under the 1a` i1al arxld i u i aS,�alTemt llae tae of Tim documientaftonsubhLAWhasbreelreviewed' tedUNiianS I ade CbtmtvRER-ProAwtCbntrd1 Sechon10 WUK4in NWuniVade County au wb by a , J ., €1Abe �, t ',a es be The -] � �ad. c,r't e A ,odw th i - ]Pad, . � t�s��e #ec :# t� �avet 6� . - - pro esaal q ppip+�s.lf pax c€�ss ` -- f�ls.to' - The acc*pted numnerI thenumdachwwwill inc-Urtlie-expense of sndtheAW imf,�i__rldWb* , *&f ' or sw: end ie.bse of'-saach as mabnW urithin $weir, M ° setves the` t to revoke - this = - : . sfst ss: 3 aa» 6a t ` gar f # to p�vd� - �adlaa e� ast��pty5a�-i�,�.B��ca MehjdMg, theIfifft VeJDCAY HU I1E�I�ic dies. ""i t7A!' 11 if hs. & ieesr L.. APB"i`AIJ1E11I:1?rin�,Nat�3i-5618; ' ':F_,ClaQs1NIA" zbeft 1 1�Yf�1a - dta-ms a+dateadlt?til�Jl�d.st rrn..,+tilrla�' mod:; A. Litt , P_ _, ta' the r3i i-I r3a%a s iro1l w� s t a f _N, tW'ii. - IWACTRATMG: I rgre aaadSrnaIlh s el c#R +staut: „�eq ',in 11 thrd I 2, 3, ass €rabtssm eapt as ab. LASEIING: Each un t a pennanent label,with the na=:" lolp, cit y;sta*and-seriesand f43Dowin . ° ProdmiCt' . Apt ovadNfTnotedhIertim le '1"E numAn#7N orris mAviol occur a t d + r rf'its+e bits €t e a d,+ is R`ilial ,lam, a[L6flel4! 8 t id 1-i7T _ �Q eg :: ik .ro f&,Sales ,aIII si ver rp zllyteTje" NOA-Taftretti co4ly s ADVF> ' : Nt3Jl nunim precededby themoids` aai-lade Cdt�_ fkrid;q, and followed byffie eepim�.date laedi yL-d caidvuUsiiigli�_.1f, p nof&e- }Aisdisplayed %enit,shallbar slaalll�e'alale"�saa'at�,aab�t.. This NGA,.revkes 8r And eardiispav,l E-5 fh`E-6 as wellas appro-&ml document meakmed ab - Th� da!�e����f�av�s;zeview-edlflrls�aq i a% p' r"JU dWalptars. F-3vira#ia-4 DaUm AOA 14, !-1Dl6 Tl�ud'rrx�, UCE OF ACCUT-ANCE4. E VTDE'i' . E- � dancye�- Submitted under prom s su1►� 1. DMwing No. Imo- 0.d Rev'B,Mad -Vinyl Sliding Glass Door T� sbeets r I 21 tsf 1, b - eturea:'-d 1Q, MI5 andlaat revered>nn 04 0, qp5d a 1yA-_Lynn. Miller, P B. TEAS I. Test po tts con: l Ak inffitnXica Test, per FBC, TAS,202-94 2 Untf m Static Air Pressum TestF'Loadtqgper FBC, TAS 20 -9 3 Water Rrsist=ie Test; per FBC: TAS 20 -9 4) Lwge N1 Impact Test peer FBC, TAS 201-9 ,�ma,y� 5) C�.c W� P�'"m 1 ingper FNBC/�',§ TA 3,04Inc.04 1' wit €3.f 11. PAa'�',L� _ ; a +.aa`:`. rqxesents 1 ed w and tested to q=W Dawes 791 aa&'DwwA 983 s ue, prqmed by FenmUation Testing LaborAtmy, Inc., Test "Rlia No-- FTL-78 PGT PW55 20 PVC F33iGed Wm.dow (und b 18 103/14 YTL-20- 07J. PGA` SGD78, t Ahmm,un Shdmg Glass- Door, (mot 7 in pqmA I'I11 0- 1107'.1"', PGT CA7 Abm � t Window m� 9 in i) FTL 1'#t- 21t17,3, P(x' VW762 kA Abmiman Fried rid ind tau' (mart 9 in and FTL-10-2107, , PGT PW7620A Ahnni,a. Fixed Wind (unit 10 m p ; . dated 07/13120, all sib and scaled:byIdaln is CALO� P_E_ ' ILA.T ONS I. .on a _ .. ,.Edition O spa' dated a l�{,,,.,-, - . _ _ �' -: - .-amby Anthony 1, lam RE, � 2. Glazing caaVfim with ASTIMElm K -09, -12 l -16; A (, A Lrn� ASSURANCE '�, �' {�i��.++yi•ri 16+e' �■a�n�aa�■ {� Ee �TERIAL CERTIFICATIONS I- N cA ice of AccVtawe No- L"30.5.02 ismied to Kw- ray Ate, Inc. for their "Trosilbit Ulftwlear, Clear, and Color PN B Claw Interla re- eVking. on 2 Notke of Acoeptance No.174808.0 to:Kuraray Aw at'hir..- for " l Gh (Ckw and ) Glass luterby#W+an 071 3. 3_ Notice, of- Acceptance n_ 18110 O 'to VExhusiom Liaited for their '33rawn Coaud (Painted or Laminated), 1% 11 P VC E far, rWmdGws>and ll rC- - an a t , 4a Notice of A�awe No.1--1 06.11 tsmwd, toVision, lwxhusions Limfted for their sede&:`�Tr IM Tarr 102 and 104vt shades ) RW,C01181ar PVC. Exterior E: s ns-.for- Wmdaws.and Dears a; - on 1 4 1_ i -t CU24011KE. 111eoduet"Cai> l %hit Su#tivimr E tlki .: ;q # - % - per gip# 3 a:.. $ Ys� r. '„!� 1 � s ;:r rrI ..:%'+1 ° � %''iJ • � &' i9.:ss� ,r% ` :�'rl r a,! as • e:;d: oT. � a� - rail.. # a r N ! i • # #,}�.v trio � � s 'WILIPI#:a.. i � f,`-: y f 1'.. i ;;' d-FfIN. "rf r - s 9' i � '�, f:wi/f ... baa ♦ s -1 '� �f[a'.M• sp rr �': ff'!, rM-r: it•al � -!YJl::N �" f e+ 4, i r n l rrJ� :,•� % f �.r 4 s a s '` :r sir:# u; • r Nst * M � . Nr . N - � 3 w.- rs r � , :1 .:. i .F..fll '6 � 11 } • �- a, # :iYr, ;d 1 } -6 r .Aae ,r `• 2 � 7 q - % A. i A- r �l.:.. # pg � 1 rR## % ^� rre r' � N �a.;i;[ilr° �:r�► « :d ! e�':- 1. r #.' 1' ,: a - � p; t i t : ::s ' # i,i.:� waN,a N # s ► s i ',s s 1 #a k- i+ f a 1 1 M' 1-1, a-•sa IYa �# r i• : s 1 JI s k _ y �e 1 ;�f : # a s JY ,if lrl; rl � ' . Yr/ % ka.% - f bf , �J! �cs N• $artYJ 1 .J � � - # E �lst•:r arY a �� .; a r r NJ f a % ars Pk : ° :'p`- aaf. r ° �` '#ff,:ea� '.f # eA1:.Jd #•� 9` oal } ! a :f � -. �. ,Ip ! s'3Sea.# E. �. 1_ This 1 OAC rem N0A• 17 :t&06a)'V_T1) and to FBC1 4 Edith] qcpitir>� 002 V21_ ?. REkTftT. sas. ##1P-1 dated 011100,ad'. I_ Chand PE; I��r i1J�lioi �a� s#,p. YitifNsl Ita�f: s�pri,� 1�%':41 A pprovrlDaa W Xbtril : ,x:Q11,, 1E-5 NOTICE OF d 11 a c yor 3. '.Y - k f CU. "r sal . gs 21 bf 2 L Ix try, ;d by malunfacturm dated .f '# nd bat on '# siped -and maled by A- Lynn Miller, RE. Not- b 9 3' Y -cons, - pp..":aS:m lea of --,tda'- exist :i °a Je[` #. `+ 1,_. ,#.on -.♦ 1 to head L T!lti , 1. N ANCE 1 i y, �y 1. 1#E r ,-3 - F"'3YJ bf-f.•Fd :at. _ " 1 F, !e and i!%:! Yfr'. ".s'f J Ya•.. X.. # l.: a Y: -t-,ri• - f �: � �-' °M.`+.a ! kf':, -ti ..,1. :. ll Y:'':i'. ' s - r s ,Js'7m- l M p 1 �i.-•# r �r r,s "i+t ea. .raN . - a % 'sa;;jA � Y - 1 l 1 i' dbf �, *:r. ::9 # "-f Y-!•f r{e - � sr, 1 # i,f n ;; 4i imfiWwiRl' ! ` - :.a ' N rr ► S ea +t :•dt f # w a 1:4 rN.;i ! S4' N, 'C 31. ''N 1 - ,,i ,AA. ` • f " ie'_- �. lJ" d A I a€N:. if 9 t ,p i N6a% if,:4 HE1�S 1_ _ NOA melees ,& renews 1+ O.020-0420:15 MAWC , M4126. . 11m, tunent a&%K:iat0 PLk CCI frle ## 142: w91, , _ . 04/14126. Ptodud Cantrd L r ratios Daft Apafl 14 10'f. AVVTov l Dam: &&relt 1S, '1 E A QUALM'ASSMANCE L Maud Dade Depasummt of Regulatory and Econ=ic Rrsqxces (FLU)- .: M* ATEMLALCERTM 'AT ON,S '%'Vlkke Rigid P�Exterior Extrusion& for Windows and Doors, dated 0&13/15- on 09,13WI9. of Ac ?�o_ 1 Z� to i� F�€tr> Limited for their '17E � .: ciepte 9 .. , r t 100 Tarn 202 and ter Shades on-M' a P1 C° Exterior Extruslows for VAndows and Boors'" dated 12JO,946,ocpi�,on1�9 1- _ t>af AcceptsAFn_ I� 15 rsted toiter Fxtrusion ited fort] r Bp>ownCi)ated (Painted OI`L White 3Vd PVC Fxterior Fab'a:lns for 1Ansa dhow , dated 0Wl3A5,,oqz- Wi m-0930119. , 4. Notice ofA Xa- 1"IM02,imed mns US:, inc- 7 for their LprA.N 3o4 oand L �de s t3 �- it�'��° C E rim _ It . ' f " dews. and Doors" dated. /1 11 _ I2 L 5_ Notice ofAccqitance'No - 1i12 ato ENE I Fenestmfij-SekdCAa Inc- for their ''Br e,and ter Shades of Cap Coated Rigid PVC ►r` E ; ns `fi►Windows.ter ows. armd V prated .P'I , , . ,to 04! 1 fr00- 6, ofAcc t` ti o_1"712 wed.i� C��P ahut A, ►c _ .d NQ C eaiar E ' i s t` ' and Doors dated �. Testn-pes.l" s)- 1 -79 A MG&U052T .35753-W, pef:ASTUE- 4p AS'I1 1919a and AST 5 _ EXCIVA toVisionExtusion for celhdosic -€ ntgetial S_ fi% ofAze o_ 1 i91611 smied to Ki�y a er%ea,,Inc- far t .9mn- Ghts ' (Clear and U ) Interlayer'". on 07ifW18_ 9_ , Notice ofAceeptance"$'dn_ I&III i Fss to ay lr fca mar, s,tl'rosmen t-Tittebar, Clear and Color lPNrB InteI F. snauv, S — � �n d S eft ei'n . , $$ l.•1 and FBC-6ftdim 1 _ tat Jeri f wi�g !f,, � T � �y �+ �', iss�red accer dam 17, signed� I�4 2. Statement knee bfnoifmandal interest; dated M&I7 issue by manufwturer.' L a P ,. 1 Ldberof lob, papa ofthe.aboverest. 4, R--EF.Tmt lhWoal 11o. 17-0397, dated 0905/17.'sigoed by Ish2q Omnda, P. 1 _ Notice of Acce ptance Nn. 15-1210-.01, isswd to PGTIndusfties, fortheir Seties 37412770" Nlu�4, li n Glass Darr 'reinforced -L.0 V,' 9an 041. 1_ . ae ai fiius l ep rnsor NOA No. 1 -B: +A3 Zap ra,fi. zri Nta-- April ' 141 1#yb -oir,ilNW 1"h1stl 21 F cU O W Q 0 O -coCU VJ O L W 0 i- LL T O CU 0 C C CL I— CUU) U) Q Q U ^^0 SHEET NO. PA 1.4, August 10, N U MIAMI-D�P►CIE MrAM�€-ryAt�E COtF�T�r f PRODUCT CONTROL SECTION Q N 1- O O Cast - Crete USA. LLC Cast--+C'rete ESA, LLC Cast -Crete USA., LLC cCf -p a- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 -� -6-0 BOARD AND CODEADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2,590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U 0 -0 0 - • — � U) NOTICE OF ACCEPTANCE (NOA)MM.miumidade.¢ov/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-06i15.04 3, EVIDENCE SUBiI'IITTED UNDER 1'REVI(}US APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-t1903.03 a� U ca -a 0 N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS V- Sefiner, Florida 33584 1, Drawin No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 o I, S f 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 •O 0 0 4- M prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT461. titled "Cast 3, 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. p 1, dated 03124103 and Drawing No. LT461 Z, titled "Cast -Crete 4", 6" & I2" M O > "tom � O SCOPE: -Crete 4", 6" & 12"Lintel Safe Load Tables'; sheets I through 3 of prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables ',.sheets I Lintel Safe Load Tables'; sheets I through 3 of 3, lust revision dated 06112114, all -- (D L N L • This NOA is bete issued under the applicable le d ve grules an regulations governing the use of construction materials. • Iasi revision #1 datedA i128 2003 both Craig Parrino, P.E., dated March 24, 2003, aspr , 8 ,through 3 0 3 prepared b Craig Parrino P. dated March 24 20(13, last f , p P y ' prepared, signed and sealed b Cr�t11' Parrino P. on Q8119/14, p P , y $ , to a--' Q -- Cl) O C6 C:)- . •- _ The documentation submitted has reviewed and accepted by Miami Dade County RER Product Control drawings signed and sealed" b Craig Parrino P.E. g � y g revision dated March 11, Z008, all signed and sealed by Craig Parrino, P.E, on M �- U) � C � Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TEST'S March 22, 2012. B. TESTS -- (AHJ)• 1. Test report on•jlexural testing on 4", 6" & 12" Precast Concrete Lintels Palled and B• TESTS 1. None: This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control tin,filled Models, total of (13) concrete linter specimens, per ASTME-.529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 304044 dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 08/1912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E,, signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. Nome. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY' ASSURANCE 1, B Miami -Dade County Department o Regulatory and Economic Resources y ' P f S fails to meet the requirements of the applicable building code; Parrino, P.E., signed and sealed by Craig Parrino, P.E. i. ByMiami Dade County Department of Permuting,. Environment, and Regulatory A�cars. 2, Calculations for Cast --Crete Lintels, dated f16129/03, I40 pages, prepared by Craig E. MA'TERI�I, CERTIFICATIONS 'foie product is approved asdescribed herein, and has been designed to comply with the High Velocity Hurricane Parrino, AE., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Casty -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER , ,F APPROVAL Ot'JGUMiCNT. Drawing No, FD4G 12, t1#i�d Precut and Prestressed Lintel Details",sheet 1 4f 1, 1. Quality stem Manual or Cast -Crete Made Precast Lintels revised on M 1, 1� ti' �Y 1• May F. OTHER 1. Letter from Cast -Crete USA ated 0811912014 signed tend sealed b Craig �' Inc.,, � gn Y g b Craig Parrino P.E. dal arc 24 2 0 " - " prepared y g ed M h U 3 and Drawing No. LT4612, titled Cast Crete �} , b & 12 2002. 1. Letter from Cast -Crete Car oration, dated February 03, 201 Z, .signed and sealed .�• P Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craigg Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition, 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-037.0.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled prepared y g g 1. None. B. TESTS County logo. "Cast -Crete 4" 6" & 12" .Lintel Safe Load Tables', sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been Bled and there has been no Craig Parrino,, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. Noire: 1, None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None; C. CALCULATIONS materials use and/or manufacture of the roduct or cess. Misuse of this NOA as an endorsement of an 1. None. D. QUALITY ASSURANCE product, for sales; advertising or any otherpurposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS I. By 114'iami-Dade County Department of Regulatory and Economic Resources (RER).mi any section of this NOA shall be cause for termination and removal of NOA. 1, None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,and followed b Y D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1, None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1, By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION. A copy _ofthis entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E.. CN ; This NOA revises NOA. # 19-0130.14 and consists of this page 1, evidence submitted pages E-1,.E-2, E-3, E4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Rehmy A. Makar, P.E., M.S. • elrny A. Ma ar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. UJ►�L✓ Product Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor - NOA No. 20-0630.15 MIAM� oaoe c NOA No. 20-4630.15 NOA No, 20-0630.15 NOA No. 20-0630.15 e „i: Expiration Date: 09I11i2023 Expiration Date: 09I11/2023 Expiration Date: 09l11R023 Expiration Date: 09/11/2423 p m e Approval Date: 08/20R020 / J Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 L Pagel E-1 E-2 E-3 -a Q O7 w a, C E CD O � V ea - Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. Norte. 1, None. B. TESTS B. TESTS Cn 1. None. 1. None. S� C. CALCULATIONS C. CALCULATIONS CD 1. None. 1. None, D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Mwmi-Dade County Department ofRegulatory and Economic Resources (RER). 1. By Miami -Dade County Department o, fRegulcttory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS .�--+ 1. None: L None CD Q� F. OTHER F. OVER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2• Compliance Letter with the Florida Building Code, 20Z0 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 I of Q. 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Q LT461., titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last }, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on (� January 22, 2019. B. TESTS 0 O 1. None. G. CALCULATIONS 1. None. D. QUALITY ASSURANCE � � 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS Q 1• None, F. OTHER >� 1. Article of Conversion for a name change.co O �- � wIm 4— e my A. Makar, P.E., M.S. Cl Helmy A- Makar, P.E., M S. Z Product Control Section Supervisor Product Control Section Supervisor NOA No, 20-0630.15 NOA No. 204630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval hate: 08/20/2020 -� E-4 E-5 tl SHEET NO. August 10, 2022 PA 1.5 1 k 1, I I(-1-T— I -- -a—1 1 T-- i--- PROD13CT END. 7i 3 `FSCSIAT H'F�pipltTlYt. 30.07;tA.f1Y 2 P.RIt�PU:GT'LVAr,rIATiQ 73��' A'i''N17_ '2Q+i"F�AAIl. I L EC Ar X TILLIT TESTING A ENGINEERING COMPANY E OR : 22,TEST IMP_ RT MA19RIAL CHARACTER'ISUC i Q SPIE�'IFiCAIx ONE: y AT.TRR A. T1LilT 7L2 PE. Dl lsartt suara�eo , PLP,B,a.E�r�a.d•„T Large missile Impact and fati I rgfatigue load tests were performed under TAS 201 2 3 O as r section 1626 of th . F per Ea ioric(a Building Code. Uniform static loads • Shall be strictly Sri accordance with General Notes and. Components Indicated on sheet 1, 2 and 22 of 26., of Product Evaluation DocumentP;E. D. , drawing t ) 9 1T c,ArLaa am6^ d& per TAS E02 Protocol, Test refr.OrlS prepared by Hurricane Engineering & , , N0:20'"17r1,Anehars CiflCatiatis'i311afilbe as intltcat - D sheets 1 7 - � ' a Pe ed � and 21 # Testing, Inc,, Reports #`96-669 dated 09109/199611, #90-570 dated 0911811996, 26, of Product Evaluation Document P,E,D d awln >N 2 -1 6. PRfJ11�t,ICL1iU�►t7S? T` #96-T30 dated 09110/'1996. all three sl nedand scaled b yHWt o r. < Medin g. Y (s M a, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and # 2126 dated 10/0 1 6/ 9911 witnessed by Gilbert Diamond„ P-E. and Report No. 7.. LIMITATIONS AND. Ct3ND1'[I<QM1 QF USA, REPORT NO.: 20-n728 01 ti219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and HenryHattem, P.E. 7.1. Shall be strictly ln compliance with General Notes No. 1, S thru 14, indicated DATE: July28, 2020 Tensile last report No. 9CM-197 by QC.Metailurgical, Inc„ dated March 13, 2009, on sheet 1 of 26, as well as General Notes# 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (PIED.), drawing Nm 206176 PRODUCT CATEGORY- Shatters signed and sealed by Frank Grate, RE, prepared by Tilteco, Inc. and signed and sealed by Waiter A: Tiliiti Jr„ P.E. PRODUCT $U8 CATEGiRY. StNTrnPareta ��$�U t2AL 3�INEERING CAw�I ATI-c • On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs, design 7:2.Producmay be installed Within HIGH 11ELCrCiT51 Ht1RR1(ANEZONES as defined.op section 1020.2 ofthe Florida Building Code. PRODUCT NAME; 20 GAGE GALVANIZED STEEL ;STORM PANEL. wind load, as well as maximum anchor spacing vs, design wind load and panel MANUFACTURER: 61nF6a1 P a�ronRrodu w I r_ .� length based on rational and comparativeanatysis, and In accordance with section 1616 of the Florida Building Code: Calculations prepared by Tilteoo, Inc., 7.3. Product shall only Installed into cur y 1 poured tad concrete, concrete blrlOk, Arid wood frame structures. 4800 S.W. Si Street Davie, Florida33314 dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tlllit, Jr., P.E. LP_ CSE OF EVAL ATI4 3 MISSILE IMfACT �3TANC E Predu_ct EYlu Report prepared y alter A Tr ilr#.J ., P.E.RE{FloridaPlrdL. ense isaProduct Evaluation Report { sued by WaiterA. TlllitJr., P.E. (3yetem Large missile Impact undersection 162itheFlFloridaBuilding COda a ; per _ TAS 201 Protocol. `tIon "b No, 4417� President of TilterninG; (FloridaCA-0006719).This ID # 1906•) to the Global Protaatl'ori Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. 4111W D LOAD$ RESISTANCE-. 1�t,rr+prrlTjlfi„ 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind �y>?: 'CEN This product is being issued an Evaluation Report as described herein and has been verified for compliance in accordance with file 2Q20 Seventh Edition the pressures. Maximum panel length shall bens indicated on s p ng heats 8, 10, 14, 1 i, 16, 19, 25 and 26 of26 of Product Evaluation Document R.E.D. , drawing No: ( � g .44167 - - of Florida Buildin Cod and to verify g e, a fy that the 1s for the purpose 4n{ended .. 20.1T8. Maximum Anchor 1 r Spacing shall b- as indicated. on sheets 8, 9, fO,11H 14 15 e f 17,1$ 1 2Q 25 _A k ,. x '� ,. ~4, sTAT> aF at leastequivalent t # tr ui o that required by the Cede. , and 26 0 2ti of uct v i P i� a u$tlon tilacUmerit P:E:D.), !� . _ ., {i drawing N©. 20°17S'. ,�����y0A1 ��'"7� This Product Evaluation . 1subject d u Report shall be subjel t to rev and revision in Me of ry7 AauA l '' a Building Code change that may affect Its limitations and conditions 5, INSTALLATIC?N: Installation shall be performed strictly in accordance With details indicated on � EVIDENCE SUBMITTED- 2.t PODU EVALUATHON DC}C�' � sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E,R.), drawing No. 10-176, Minimum separation to glass shall be as"EN 0;U TILTIEC$ ArIMON RECOI;OSV P.E. REPORT.2O k GLOBAL PROTECTION PRODUCTS LLC A24GAGE LV I sTse� r9RMPArrer+oriwa# ai etRePORTv7Da7z8ai Drawing No. 20-1T6, titled �'2O GAGE GALVANIZED STEEL, STORM I'i4hIELT, indicated on sheets 8, i4 16 25 and 26 of 26 of Product Evaluation Document , , , t (P.E.D;), drawing No,2017$:. sheets 11hru-26 of 26 prepared by Tiheco, Inc:, signed and sealed by Waiter A. Tlllit, Jr., PIE•; dated 07128/2t12o. This drawing is an integral part c ir, s Evaluation Report.1,�„�i1 Ala niiltlErF ��� �tGE1�sF' r,��.. ��,<�EN�c`• �?tyy~ No, 4 167_1$7 r'1 as r - aA111P STATE OF ' 84 6355ZST.W36thSttcet,Svitc305,Mip(ni,Flnticis33Lti6,I'hnne t3AS)$71 L53O:-f8rr,/ j t l 'ftirx, /QNAItrµ,o tr+H,NTHA /T1 L EG9 wo TILLITTESTING & ENGINEERING COMPANY WAG RA. TILL P. til TE i>;-1R„ E. iec»(,a'aol:cDaT PRODUCT EY UATION REPORT F�,PR T,RMPee l6 A416? kL4..A. LicaOte Nc.00Ifi?W REPORT NO.: 20-0727.02- DATE; July 27, 2020. PRODUCT CATEGORY: Shutters PRODUCT SUR-CATEGORY. Storm Panels PRODUCTNAME, 1,4 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Prodllets. LL.6 48DO S, W" 51 Street Davie, Florida 33314 '!A.>..� 1% RPQ t7F EV ATIONt.. _1. This is$ Product Evaluation Reparl issued byWaltarA. Tillit, Jr,, P.E. (System 1041006) to the GlobalProtection Products, LLC, Rule Chapter No. 61820.3, Method 1D of the Florida Department of Suslneas and Professional Regulation. This produgt.Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 20M Seventh Edition of the Fonda Witting Code a to verify the r i f purpose i. I Bul g , -rid.. riythat product s for p rpo a mended at leastaquivalant to that required by the Code. This,Product Evaluation Report Stlali be sub}ed to review and revision in case of a Building Code change that may affect its limitations and conditions 2 V- CE SUBMITTED, Z1. PRMUCT f=VALLtl1�J Tl M DOCUMENT fP'Eib 1: Drawing No. 20-1IS, titled '24 c1iAGE GALVANIZED STEEL STORM PANEL', ghoetsr 1 thru 18 Of 1 ii prepared bar• Tilteco, lnc; signed and sealed by Walter A. TiNit, Jr., P.E,; dated 0112712020. This drawing is an inte Is Evaluation Report. �A� TJ iA,r� 167 035$ N.W. 36th sovet, Suite 3054 ibtia ai, Florida 33166 - Ph : (305) -I531 Large missile impact lodd1asts were performed under SSTO 12.99 standard as t iron .1 f t s 6t19 .2 o e Florida Building Uniform section 1 h o da Bu Idl Code. U i rm static loadsasr i� _ g per r Section 1709_$.3 A n , per STAR E-330 T>a5tretports eyed American Testi prepared by +g Lab of South Florida, da Report # 08, :01-01 die _ on4 d 0 11 'f02 witnessed IIGa dated 3- 1 wiz by William R. Mahner' P.E., Sortz Morox, P,E: and Henry Hattem, P,E.-and Report No, 0219.01-�i, dated February 26, 2600, eigtied and sealed by Edmund4 Largaospada, PIE. and Henry Haftern, P.E. Largemissile impact and cyclic loadings per Protocols TAS 201 & 203,as par section 1809.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab of South Florida, Report No. 1123.41-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No, 9CM-198 by QC Metallurgical, Inc., dated Match 13,100, si gned and sealed by Frank Grate, PIE, Asper,ASTM 5-8 and TQnstle Testae per OC Metallurgical Report No. 1 OW-t 318, dated Dacembot 1, 2010 signed and sealed.by,lerry Jaciofano, P.E.-as per ASTM E-S. 2.1 STRUCTURAL ENGINEERkNli CALCULATIONS, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as wolf as maximum anchQrspaeing vs. design wind load and panel length, based o ratio al �an co r i e n n d m attreanal sic niti accordance 1i1, 9 A� Y ,a n. n W to sec i .n 1604 o_file Florida Buildt:'bode. Calculations nns prepared by TTlt ace,'. Inc., dated 1211SMQ and 08/27115 for this revision signed seals b Waiter ), g a� . d y rt A Tlllit, Jr<, P.E„ 3 MISSILE IMPACT RE 1 TAFIGE Large misskfe impact under section 18091.2 of the Florida Building. Code, as per SSTs 12.99 Standard and TAS 201, 4 WND_Lq�A_D1' i TANCE 24 Gaga raIvan zed Steel Storm Panel has been verified. to sustain wind' pressures. Maximum panel length shad be as indicated on sheets 3; 9, 10, 11, 12 and 17 of IQ of Product Evaluatkon'Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, IQ, 11, 1$ thru 16 and 1.8 of 18, of Product Evaluation Document (RE•D.), 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 SSTJ012 99 Standard.. 3 5. INSTA LMON: Installationfi" i shall be performed strictly. in accordance with deiaiis indicated. an 3 sheets thru t tit SA 12 thru 18 of 18, of Product Evaluation Document(P.E-p:), drawin g Na.10.175_ Minimum separation to glass shall be as Indicated on sheets-3, 6,1�3; 14, 15, f6 and 1`8 of'16, of Product Evaluation Document (P.E.D,), drawing No_ 20.175. V,,_MAT-0311ALCHARACT UCSANDSPECIFICATIONS; Shalt be strictly in amordance with, General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchorspecifications ll it d s a tie as Indicated on sheet o S of Pro n 1 f 1 Product t Evaluation Document (P.E,D. ), drevving No. 20-47S. 7,11MITATIMIS AND CC1j+f t, MONS OF USE. 7.1. Shall be strictly in compliance With General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document(RE,D), drawing NO.20-175 a b ter - Inc. prepared y TEI o. and signed and sealed b 1Maiter A. Tlllit, Jr., P.E. y 7.2. Product shall riot be installed within HIGH VELOCITY HURRICANE ZONES as defir sd on section 1620,2 of fhe Florida Building Code, 7.3. Product shall .only be installed into poured concrete, concrete block, and wood fronts structures. Product Evaluation Report prepared by WalterA, Tillit, Jr:, PIE. (Florida license No. 44167L President of Tifteco, Inc. (Florida CA 0006719). -4-0 CU N U O CL CL O -a W � U O -r-•+ CIO _ O -0 M U _ C6 C/) ja O Q C 'S cu O O M U— CU • Cn L7 E L CU O — Cn a0 S= t- Z Z W J COMPONEIATS EQR REGULAR LIFE SAFM -08M PANELS 1/a, z/4, a/ i. t/a s/s. 7/a, GENI!RAt NOTES- $3) N CASE THAT PRE 4$T STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 904" BE POUND ON THE (SCALE If'2=1") WIG, B/5 MIL Red 20 — 9A MINIM ars>nlaAlsl 11 EXIST" WALL, ANCHORS SHALL BE LONG ENOUON 10 REACH THE MNN STRUCTURE BEHIND SUCH PANELS. / 2W/10, 3W/t% 4W/10, 1, STONN PANEL SHORN ON THIS PRODUCT EWVUATIN DOCUMENT (P£.0.) HAS OEM VFRIPED FOR 'COMPLIANCE N ANCHORAGE SHALE M AS MENTIONED N S.1) AND N &2). 19'1", (TOTAL W'IOTH) � - T5.19a' (TOTAL wlmj--.-- -----r 5W/10, SW111 A 7W/tl ACCOROMCE M TN THE 2020 (7R, EDITION) OF THE FLORIM BULGING CODE (C) Ln t]64DNS ar,Da �yN. �+Fesu' �,� E OM "1• I 12.sw (EFFECTIVE SwO q--�-- �� r- I 1 Y WX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS B At 4 3' MAxs 1/4Y TAPCON ANCHORS, AS MANUFACrURi9T 8Y r.T.W. BtiAOrX. INC.. t MIN. i FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 - � 1• MN. j FOR AI WINO LOADS SHALL BE OETERMHED RI PER SECTION 11E E TH OF THE ABOVE RA BE MENTIONED AULE, 14-10 PANCIA4TE FEMALE IO AND PANDLI ATE FLUS ANCHORS, AS MANUFACTURED 8M ELCo CONSTRUCTION PRODUCTS, t i+"-�—�---�--�'---6 1r4'_-�- FOR A WIND SPEED AS R671RftE4 aY THE ING AS E 7 WB� THESE SHUTTERS D T E 1NSTA ( AND - 1 4"a LAG SCREENS PER N.D.S. 1 1, FOR A 01NECT,ONAL(PP FACTOR KdwT.65. USNC ASCE 7-18 AND SiIALi. NOT EXCEED THE WA1DMUk1 (A.S,0.) r �i-f- I F 1 .,...`-..-"y'.-,..R.,....-".-.' DESIGN PRESSURE RATNGS NOIOATED ON SHEETS 7 TARO 12, 14. IS, 16, 19 a 20, - 7r16`a x s/r W00D BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, SOLT'a SPECIALTY CO. �.. , i .°'4. i ' '. , d ., T- 0-'-r r"':,, 0.93M'9ft THICK 1.350''-^^ti yT3�`- " b a i o IN ORDER TO °JFYYiF`A THE _'_••." -•`» - '-_ 4V-YAM10.4L0 3TEEt. .{ _e_._.._........__. ,..._ 10 A CDNo1�IQN, rN-D DOA DORM LI LOADS T DETERMINED 4 R AMCDER 7. 16 - I, '+, f �, �� i Q, .,(:. }}., 3 4 #��. ^^��,,.. - _ -.,•- _.Y.. .._,-,-.. ,r't ,._-"�"T__'1^-yx'_'?"_- CA) MNNrMUM. THREADED PENETRATOR Nt4 WOOD OF TAPCON ANCHORS SHALL s i ,/i^ AND 2 Fak.ELCri PATTa,A1ATE PLUS < •; •• , r. ATE 3.A W" J 1:J ' i r `1 , l i -i , t , e 1 SHALL FIRST REDUCED TO :A,S.O. OFS,CtA WINO LOADS BY MIJLYIPL.YNG 'PNEMBY 0,5 94 T,If(DER lo�DD T^ {- -U- -y ' 4AJ35'TAN, THICK •�°'" ��''' I ! GRADE 40 11 ,HEAD/ � � 4 `��' ...,I I LLa. � d'� COMPARE THESE W Vdx, AND PA4RMNE: FEMALE W. ! ` 7:7" E�,y- J (A5D) DESIGN PRESSURE MINTOS RiWCAYEO ON SHEETS 7 THRU 17, $4, 15. 14, 19 2r 2ti, F 1 P,e57' 6ALVM eD STEEL EDGE J t 2,657` G-$0 rdLV. 1 ID> 4 3,1�i, C:21 MNrMUM THREADED PFJREIRATWN OF LAo SCREW, INTO THE WOOD F'RAA1E LIdR'T SHMk 9E 1 9/2". tK7 THREAOH! 2000' . A TYP. ASTM A-457 4q' 2tO` ,Z9}py 1+ETAL �„ t m " CJ IN ORDER 717 VERIFY TFOrr ANCHORS WT THIS P.EO. AS TESTED WERE NETT WEB STRE5STD A 3SA INORrASE N AE E PENETRATION WM STUCCtl SHALL BE CONUDERIS AS PART OF THE REMMED THREADED PENETRAt1CN.' � 6RAD Mom" DETAIL .,AJ `.q - ,y , J tfj Z. STRESS FOR RIND LAMS WAS WIL USED IN THEIR ANALYIis. FASTENERS SPACNG TO Wa HAS BEEN EEMMAKED N ACCORDANCE W1IX N.D.S. 2018. C.3) MROMUM EOIE ORS MOE OF LAG SCIE.WS, INTO WOOD SHAJ. BE AS INDICATE IN THIS ORAWINC L ---- A .. 1&6' LSKTAR. A , 48.8 STORM P,Wp,'5 ADEQUACY FOR RIPACT AND RIND RESISTANCE WL"BFEN VETIf1E6 N ACCDREIMICE YATTFI SECTION 1626 G` ---'-------`---_._-__----. I 0 THE ABOVE MENTONIO CODE AS PER HURRICANE ENGINEM00 A TES'wNo INC. REPORTS Sa-562, 96-570 k 96-190 AND CA MNtlMUM PENETRATION OF WOW BUSHING SHALL 13E s/B', 1/4" I-20 SCREWS USED SEAL. BE 11/2' LONG MNIMUN Ft71MMTION TESTING LAB NC., REPORTS #2032 & j2126 , AS PROTOCOLS TAS--xot, TAS-202 AND TAs-203. SHOULD S CIO EXIST. Mb I' MTHWUM FOR WALLS WITH NO STUCCO. v.x50` �-::, f.350• 1-_.�. ._. .h '..t.._._ 'y, $ AS NU AS A'AMCM TEST LAB OF SOUTH FLORIDA REP#FT j02IS.01-09, AS FERIAS 201, INS 207 AND p}� _ TAS 243 STANDARDS. CS) IN CASE THAT PRECAST STOW- OR PRECAST CONCRETE PANELS, STUCCO 'OR WOOD. BOARDS BE FOUND. ON THE EMSITNO (1 STORM PAN - f� END STORM. PANEL �, ` ,/ , } � 4•t � E'' Q `2, ALL ALUMINUM WOUSiONS TO BE 6063-16 ALLOY AND TEMPER. tUKESS 004ERMM NOTED), SOL SHEET 2, WALL. RAGEANCHII SHALL S LONG NEIENOUGH TO REACH THE. MAIN SPRUCnTRE BF3HND SUCH PANftS. .---;•-2.167'---.. .'.•1}.� = cc C3 lV ^- MICNORAGE SFMLL BE AS MENTIONED IN CT), C.2) ffi C{) n.�,. .^'- ", � , C:3 3. ALL. Ad:IWiNUM SHEET NELAt. USED AT CLOSURES 'SHMA. HAVE J105-1N1{ ALIDY. 3 w,.. :.1. t `--.--•-mLA Cy.. (D) ANCHORS SNARL BE INSTALLED FD LIjWNG ALL OF HE 00MI ENDATICN4S NIL SPFAI70APTX NS OF THE ANONOR'S MMRUPACT JRER. ] 2Jf 2.Ta7^ t � y M 4= i _ o •,� +rati-2a T 4'i.-2s: t2s` , ^- _ . _� _ _ _ _ _ _ � _ _ _ _ - -,_ _ _ . _ - J y l41A'£t'S. t7W LIP "'�•. �;, f' 1 TOp" R,:qq .725 . 7,� // ,,,, ,.. ., _.,. �LTED PANELS W/ i/4a 2Ox1 P fA N 4 ALL ST✓»>a- SHEET MIT# PA1dEjS SHA1;L WAVE 5TRI1G'[UFtA1. QUALM STEEL. ASOX A-BS3 GRADE So AIN,MUM, C-6O 8. PAVRAS MAY ALSO BE NSFALLED HaRZanuLY FDU,OW5N0 INSTALLATION DETAILS SHOWN ON SECTION 3 iHRL1UCN 10 (SfffETs 4 "°- ': ,2d0� •7.:-" 304SFt6c5 301 BELIES UNBOLTED PANELS CA,VANI2EC 57EE1. DESIGNATION W .,�.... ______._ /Fr- ss.s wl (ALTER ROLLED). wf H#A41k7 tT� •,..,-1 { Tea' _-r..7sD' I � � -� T}iROIICtI 6) F]1GZfPT THAT HEADERS (Zja ® SHALL Ear. USED. R S T-... .925` !r`ss-STW xrvETm 5.5. STW _ j U9LT W/ 7J8' . a✓3.'" r C:i �e 6, ALL SCREWS TO BE 5TANLESS STE}:L 304 OR 316 Ak% SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER - R-9.ozrOat i 10 JV79iE f 70 AIR6LE e --- I jtt (SEE SECTfO1F As , ' .1' fNGNUTS 6 FA (11 AP Q N - 2 }j /2 1r2" 0:C 12 1rr O.G ! APPLICFBCE) t i. i (SEE swr ONs As APPuCAaLE) , Y 9. F. SHALL BE TFtE C4' THE CONTRACTOR 14 VbOTY iT1E 50UNOtiEss DF itiF STRUCn)RE WHERE STRLlTTETi LS TO BE `'- + 3,375' ! --- 1 i t 9 I 3 aA DIN 5W19 w/ 50 Wi 49€LU STRFIKiTH ANo 90 Ma TENSILE STRENGi'H !t 91HN,1 COMPLY SMf FT,oFBOA BUIiIAN:G CDOE ATTACHED 1D kHSURE PROPER ANCHOPAGE. THUS StNTRER SNAL.L ONLY BE ATlAGFH_i) TO C{3NCCE(E,. BLOCK OR WODO FRAME � to.tIO' .too , i 1.50p• ! 196f1• SECTION y4,t.3.3.4. BUILDINGS. F ` 093' D$3" --tf 6. DOLTS TO BE ASTM A-JO7 GALVANIZED STEEL„ OR ASI 304. SERIES STAINLESS STEEL. WrrH 36 I#i MINMIUN YIELD j ~` 2..125° BEE ,9"�H• Vie" S I f StRENOTH, TV, EACH REGULAR STORO PANEL WITH lENVTHS OVER TT` $ TNAMCEI 12'-4. AS PER SECDONS 6, 6. 9 h 10 AND ALTERNATIVES BW, e^'0.%0' ~`'� r 2.f2s` b93-. 7 OCTN4 T • 1 ' }�. -d '' `> O S >= SW & lOw ON SHEETS S, 6 h 12 AESPEG7IVELY; SFMLE. }HAVE A LEGtT9.E AND READILY MARC MARKNG RH57RUCTftM, OWNER DR .' 7 ANCHORS TO WALL SHAU. BE As PEN.I.Ows: TE144NT TO SECHIRE PANELS WMIt! APPLTOABt6 RERHFAIRCEMENT OtiRNG PERIpDs OF HURRICANE wNiNTNC ${. 7H161EO ...: 1 R, G 375 '1'$d i- ,. tiT5 f T P }$ N FMLL a i-:....a.,..3 ya.,...._"____,.M......,,..i -.. «,..T.500"--# f.*�00^ { j,> = y N .A �} .,e^ 4..1 O3 ii. THE INSTALLATION AS TO SrA,{CAULK ALL 3IHUTTER COMPONENT E&iL's WHICH Rt'JAAIH IN ,ONT(NUOGS £xdACT WHtH l-:�-*-_.'., �^' js,} .: ,.,id3O'1. �' ,.:. I r .r IS IC YI WNL A { 1 > - 1/4'a TAPCON ANCH0R5 A5 MANUFACTURETt BY HT,W BiALDEYl, INC.. (Min.. Fax3fi9x p�s.'r) Ti& BUILDING 7D DREJiT MANt7fRMN IMFh)>aTON, 1,[lWll 61i� . -.. 1'•-.-•, 000,,.,- .. ,. . - t/4' tl A 7/B" GAS--N MOORS. AS DISTRIBUTED I BY L POINT W. (MIN. LT A, SPECIALTY CIALi }^}. - Irs`P x 3r4` SOUD--SET ANCHORS, AS DISTRIBUTED BY ALL R01NT SCREW, BOLT Ik SPET.IA1.T`( CO, 12, STORM PAIR. NSfAttATI(Nd SHALT COMPLY W(T14 SPEOS NCt1A7ED N TITS ORAWINC PLUS ANY BUlLU1NG AND ZONING aInl,T10N5 ROUNDED CORNER C EAIi)5 d)F PANEL•9 r�y p tU PROMED BY THE JURISDICTION WHERE PEW17 IS APPLIED. TO. `� a 47 � •� g" 2 h HEAD£R 3 ti H 4QjE ^� ANGLE WITH STUD GL£ WITH jj (� tramp's ,A, s= (MI. t'en3= p.a.i.) END UP Wf HIDAiIED EWE, w w w w {4p7 {� flu 'V \:J'�;./' Cl' ti.J"F; %1A-T0 PA7FEENATE FEMME IO k PANEL.MATE PLUS ANCFKIRs, AS NMIUFILCTURED BY EtCO CONBTR1O77(MR PRODUCTS: 13. (a) TIR15 PRCpUaT EVALUATION DOCUMENT (P.ED,) PREPARED BY THIS ENCNFER IS 9iNEtaC ANb DOES NOT PROW0E. 9I"OlB,VATION ti:� {URN. 1'c>,335D pad:) (K&S FOR A SITE SPECMC PR W-. I.*. WHEAE TILE $In CONDITIONS DEVIATE FRCA1 TH6 PED. STUD a---3. M' 1 �l, ', 4. 3 a, .4, b �, -3 � --r C 1/4'0 CF TAP-ORiP MOORS, AS WNUFACTO RED W. TRU-VAST CORPORATION (ras36O0 ,.x) - 1 ASN.�' / / / / / 7/5, � 1' MN. � O —� � SET, 1W/t0, ZW/10, 3W/10, 4W/10, a ca A- 1) MNIMUM 17/FfDNEW TAPCON ANCHORS N7o POURED CONCRETE SHALL BE T sf4"U 2' FOR PANEI.MATE iEIMLE (®) CONTRACTOR TO R£SifiXISIBIE FOR THE SELECTION, PURCHASE AND INSTALLATION NCLUDING UFE SAFETY TH15 PRODUCT i/!4 a 2/14 374' ' 6/5 W AND PANEMALTE PLUS AND 1 114• FOR CF TAP-CRIP ANCHORS. BASED ON IRS P€JX PROVIDED HUSHE DOES NOT DEVIATE FROM THE CDMT04 DETAILED ON THIS OCCUARNr. $- J __ ,S7{^ � SW iD, fiW 11 A 7W 11 '- c 00MUCtION SAFETY AT SITE IS THE CONTRACIOR'S RIESPONSIBILM TOP E00[ r"•.D$B• ,7`.+O`°"' € - FOR CONCRETE FEE SCHEDULE ON SHEETS $ h 9 ' A2) CALK-N & SOLID SET ANCHORS SHALL BE EMBENED 7/9' O TO IN 6 POURED CONCRETE, NO EMBEDMENT WED (t) TITS PRODUCT EyALUATION DOCUMENT WR.L HE CASNSIO) D 1NVAd.AT iF MOIRFUErI. " I....-,._: � .1 ` L .1� t/F 1O, SO4 SENEFS O _.. i- , .9: sw INErm To FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 STUCCO SHALL BE PERMITTED 110 0-20 SCREWS USED 1,'I" BE 1 1/2' LONG WMNU M SHOULD STUCCO COST. il/t)79 A$3` �. 375- .. �,..3 , �.2 �BSe- I •, .$W` IF t ARf,T3 f 12 Yr2" a0, ND i' MNWUM FOR WALLS WTTH NO STUCCO. AM7 MAY TR' HE 3CRE'W5 OR Ali. THREADED SCREWWS wf4 tTrAj}. (d) SIR SPECIP C WOJF M SHAU BE PREPARED,. BY A FLORICA RF41STERM ENGINEER OR ARCHITECT WHICH. WILL BECOME THE ,,0$3• T.671 ` BUT WITH MINC NUS ENGINEER Or RECORD (E.OR,1{�,FOR THE PROJECT AND WHO YRLL BE RMPON E FOR TOE �j PROM USE OF THE P.E.D, t WEER OF RECOW ACTING AS A OELMATOD ENGINEER TO THE I tW'ar , FOR _,__-.�.}� pp ,Ogj" �a, E.D,rs• ���" i. ♦ s 1 t �E � � �, �.�_ �"' `� 0,33 N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAYERS, STUCCO OR "CO OOARDS BE FOUND ON THE P•ED ENGINEER, 3E1ALl. 36f9M{T 7C INS LATTER THE SITE SPEORTG OPAWNQS FOP RELIEW. ,957' L. ' . 25• }. _ # t -. ,..n.._.._..,.J REGULAR 'STORM P:ANEL5 - a u � FL. ATiON CASTING WALL OR FLOM ANCHORS SHALL BC LONG ENOUGH TO REACH THE MA04 STRUGIUNE SWIND SUCH LiEMN AOV4RAF t 4, I r^I 5---- NT.'S. PANELS ANCHORAGE SHALL BE AS MENTIONED N AI) AND N A.2). W THIS PED. SHSU. BEAR THE OATF AND ORIGINAL SM AND SIGNATURE of THE PROFESS10NAL ,,2,Dpp"� v,e ENGNEER OF RECORD THAT PREPAtEp IT, .425'a 411P,1 ;B) m Sao A,L SW =29- 7.000* KEY IDLE WASHER t 1/4• MOT. OAP TAPCON AHCHO AS ORS, AcrA AC I. T W. BOcftk , INC. 14. SHUTTER TIER IN RtCEFi SWUL BE 1700D 1 A READILY BUILDING LOCATION E LABEL - �_,�y 'F' TRACK_ AIIGLE ,i/g' WF' TRACK (%} FLAT PLATED Dh7aAP287 i A Ifs• CALK-rN ANCHORS, As DISERM TED B AL DEWALT SCR ERN, Ir& SP P,0Y PANEL BE PLACED N OROM ACCORDANCE ENI LABEL 171TO C OF n,0H6oA &ALONG COM0,9, OF LABEL r_,gp,4° � , WANtM.,.,WITH STUD - I 1. WHOLE ( FLORIDABE PIAC� Frig Et•ERY OPFSANG• LABIi1TK, Ti? COMPLY W71I1 SEC'110N 17083;2 OF THE I GALYANVED STMM'M ,.'L1 A r)-' � wam - 1/4•I % af4' S0{,10-SET ANCHORS. AS p$(F�UIEFA BY µL POINT SCREW, 9CR.T & SPECULtt CO. FaRtlBI,ILDI6M. DooE_ V. (ARE, r-lwo Pea.) I ` ^•- Ir14•-10 PANELMATE FENNE. W AND PANEMATE PLUS ANCHORS, AS MAUFACTURW W C= CONSTRUCTION YHrS Oft41M1RO BNAIJ. 0NL'M BE USE - i Mku T9• wllr .. PROOUCI5 (MIN, rsffi2071 P,A.I A{M11tH1Mtr OBSMN PEBMRS N THE STATE OF FtORM - _.,._._.1 •• F,.,. t,oe3sQ ,"`GfN `_. ��IIAwEA + A TOE* -CRP ANCtrOAS. AS AAWUFACTURPED BY TiaT-FAST aGRPt1fUUTiW4 ,N+��l;?'_i4_•j1�� I ,375Y ae's.$75*1t 01) MINL40M UK TAPCON ANCHORS, aW PANEIAIATE5 AND CF TAP-GRPI ANCHOR: NTO THE •`. tI' ,... 'l FLORIDA BUILDING CODE (High Yalaei HMiYI*One ZOne j i `----y-' .37s` s ,4416 BLOCK UNIT SHALL BE 1 1/4-1. �' _ , �. r,s � _. � p- _ * :. .� T k FLORIDA BUILDING CODE Flr h VelocityHurricone Zone �y5.�'"• EN • :1,�• FLORIDA BUILDING CODE High Valo6H HUMI'CDne Zane 20 GAGEGALYANIiED STEEL SIOR�,t PANEL • , DTP, 901TOM , •.-� � #i �J7 0.2) CALx-N AT 5CUJ0 SET A404ORS SHALL BE EM9EDOW 1161 INTO THE CONCRETE BLOCK UNIT. No ♦�D No. 4 1� � �" � ' �3!"I �"" ���'p M� NUT-`-niOE OF PANES = -S� 'fATf � aidll 1RT6A. AID. iD GAGE CAiVAtiiS.D' STEEL STORY PANEL 77 .I � .,¢ 0200 TRTMO• NG 20 GAGE GALVANIZED SrEEi. STORM PANEL EANST, AND " W > WITH NO SnJCCO, USED SHALL BE 1 2" LONG MINWUM sNWt3 � : q/2ljlata r-- - D ./29-- <1875` , �^, C .'Y' sl, r •4{, _ OIeWN Br. S T l`IO z r OrtMr PIT, r / SSA —� I L E C O I N Lo-. LOBAL PROTECTION PRODUCTS tic } / saw l-.AAIFAi. s a� ' 0 �` -� i �M a 11300 -- �J z !r . a mtAs/ao�e c •.Z n TrJTRa a wwAn "P°tiuo,.�' ate! GLOBAL PROTECTION PRODUCTS, I.I.DOE'C. A -A - GLOBAL PROTECTION PRODUCTS,I.I.C. �y OA ©� ,. R a A. lm YAAw we" A rt m a mow 064)6Aa-r^ FAX (9 OW -mar 20-17a /� w w T AlAi P I" �qy 1Q t � l N.Tw. ATE k, O IMr< ce l '3i"t�[t't� •.••• • • •, ` .w.. WD c,A-MAIB>19 err-f>n �u y V RITE r+ ,y� a. ON1C FL u1N 5�� - ; T9L}T - CgIP oAiK. FL 33s54 .,,, ORAAUN4 Na X KTBW,TNIIY, USE 1RN6 NUT Wr(WT A 41C0 &K. 61 lIM1kT ffBO S.,E at 6t1"YT ALUMINUM, NO F 1bNDUnIG wma 1Tr Aw"04m. ,ws,: • pq:�, WAOf4 RmfN I4101K: (as4}�q-7S40, Fk' ONION, 2O-17S ,, (lilt M NMa iAe•. f... T1a.1.,Aw1 AaaPIA n xa PNN1G (aw)aA9,7616, t16E t164H6I-srvA 20-175 '� "ifs w -,m aa9Ewm � S N rn-wwea,c r F T P 3NOKEL PLAIFD(ST Miwnw,.. MAR �riF iNi171^' : lMF/p1TE L A. ,M.. P.E.or IS i SKIT' 1 SN 26 G,A-6714 T INSTALLATION DETAILS FOR REGULAR PANELSQ) & INTO EXIS'i'ING POURED CONQRETE OR C014C BLOCK STRIIQIUgESISM CONCRETEANCHORS OULE •'G6 r mlw�il Y) CONCOM BONE ANG"on Orl ' SHEETS a TMIMHGII 9i 4 aHEEts e) y^<--fA. EXSTN4GsTs COOGRETT ANCH RS aAb,xAI� 0 f E%RSTNG RYIUREO x•.. ODMIIXI#:TE I�WIF' a' 2S ax,a <_. { FJ,II R�?EGU I ,i2"1 A•A. 3 66cTa ( ijT' Wn r I..kr 1 4- fr �u:.y MISTING PMM Ei i 2 L i w t ry la ED s r 3 It ETnsTurc FvussD CONCRETE REOVI E0.1 •Ia lair1 E WRETa 1 ro1 arm" lI t 1 1, 1" ar ama I 1e161 aOAAVAIL 'P<XINM ,.ice WIA Y { m Q. I 1 •" t` 11 I *T felm WWI* ?' I •}' 12 ijr'44 �1 LL "R1N0.1MR9 $ EX1"anlIO POLNFO,„' ED. ,v' E R �-... ! 179 Vr QQA "� E'D. r I . O'",' i- F1WV 9N0 a 3 CO EE Opp %6 E,D iw i rR 1i2` a.a � CO�k BLOCK REQUIRED. �".:1.._. REeO a -lU` To qr O.C. r ji I 1�ETE C �� BLAfA[ J / __ EK15TiHF PDURm , \ r-s' AI(n. 1 1• Mal CONCRETE AN &I m5 s? �}v ��fsY AAA cacngq"'E�.__r/AY- CONCRETE AND HORS — F O. CoNCRETE AMG10R3 ! T "A8 1 sTA W/ S,Uav m oa `. \!f (9fE SEIfAWE DN_" 4 ( SSXWNC ORS -< \ l 0.a CONCRETE NHCNOPS sHe S DN" \ Owl, SNA a as SHCEIS as wSIOUGHCN 0) SNEETa 171tl1QIA11 /) \;. 6AiEEis B TNRO1.'Pe s) 6 DO SNki 6 TMtOaCH 9) SCALE 3/4",1• SCALE 3ja-T• so" 1• ItIO 8lx RNAiE1T_1dSIIlNift4R SCALE i } z E,O. w EDGE DISTANCE 1 1 (SEE SCHEDULE ON 'ar,w 1m MIarAAsemx I SHEETS a A 9) t I <�:�.. • tRM Eft T:t1M1F}ATRNi OP MOM, an,ee i 12 Vr a4� r + AIIIIHINA/,A A TOP. & SWOM MOUNTINGS CAN BE CCBA8iNE0 1N ANY 4VAY To S�L)XT ANY !�aa`EEt r//t;'�! 1p rasLI11D rot PGURLol�r4� FLORIDA BUILDING CODE Nt h Ysloa Hu no Zone) ,ICROCaEAIRRFD, *67 : * = mac lEreea, wc. 20 (SAGE GALVANIZEDSTEEL STORY PANEL aa149`av, \ OOR dc4� •- DR 0 ' I L IF C O i CLABAL PROTECTION PRQDUCTSA U.C. °Tlsnma DAM MIZUffING ram, `•" �,.�,�a--9 ^: f(ih �+. - .y, ,- Aa00 AN. St SD"ET T4 20 / 5 N" an a. sw •Awwt awN,a =a PNOfiEt LWIGO✓ 7a116. tr (aa4)aSf^BS¢r 7 SfiALE 3f tr1' Ar IT ww „mA v,. Wit" m-TOT, w,r...: om r wa,r rA- ORNN40.0 Me,... A 44 PJ:.. aw • calm 4 tlP �::-. • a) SHffTg ! YNkOURi 2) CWiCREK.. CONCRETE SLOCX n ONLY. g ttwGAER: xamc 1 ex Pearce I E °' f i CONCRETE BLOCK 1 GLN-IN TXR f J - • •" � Ort �TAt� CaNCACTEARaf1�9 -.—� 1 --i i.. (SEE � caR T6 B1 ROLcaI� 9) i tiaa. a+R'E1se 4 63 ,). .� 3ram1• E'ITG F NEW 1` WIDE .VARIES ° Fl✓h11HG TWpf ARM, TUBE OR 1`; p0_03TNG� a0/ PIT, WOOD PLATE SPACER_ -r¢- wDo � 1' `' ,: • NeAr 1^ MADE a vAR+fTs , 1/a• i_ ?WOW P1e�MTE SPACE *• j BEYOND TRMX I i o e { (Lim CH ANCHORS s Lt " (SEESC0i7141 1N SHEEIa tl wIROUdk I CONCRETE OR � tl14, NLS M (MSTA LOIN IN PLUM QWMM STRU 3Br DC CRAKES GCE 1= OR WOW a6/4• VALID FOR 92AAR, UFE-SAIM AND E-2 RANG MM Pala_ MM I I ) A�,pN..+rea af�- � �4 R�ty S1Y� ,OCGitSW Mn.I e°�A'Lae'T'.uws A � t fitAcE A tPi_1M1 ( " `l " 'LA 4 J ._ SCALE 3/ta+a1 "yam Us.+.'+Nri•' CASE R 'PLANT SCALE 3r16 7 1 2 WACT 41 TAm,�t�oc 1 ) � GJ ti I ____} GASE�C/tap1AN) CASE O (pLAN1 SGLE Sf16�1' A /4.+ 1 aaa ; f AVA"a to0a'e M.". As famAn'a I +-I•en,.-) �',k.�;''`^ �'w'�``\`s\ }�` ___ .°Aiaa'``R� _ ;s°f£x rn ilk I - &Z SCA.E 3/ar1' are,N+a laomf sa; • a ED... COGE DWANCE (SEE SCHEDULE ON SHEETS B k 9) SCM.E a/t6-t' Now FOR CO•tL'aNAl1:gN Or SSCIID:,c: TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY' i iilL<11. UNSTALLAn1JN. .,,.. SCNE 311$r•'1" 7T ORURM CONCRETE CONCRETE CU CONCRETE B64CK t 6 C��EfatoCH REQUIRED 3 COtif;Id�.7E BL�OMWt t TE ...�JKIIEREQUIRED i i6H BCNM9t1 I3qq3 (!4E R9RR00 l: i 51RET 9i i-_,_..-;'SHOT 9) --JP#MIM ANCHORS The on SCHEDULE e0O WO CONCRETE OR +ram SCAL£ �/p•.r I I+m ^m T- yfo ilrA'r-Yo't' rH6Af a EACI 1 $IS. BOLT VI NO NUT a i I . L• . 1 l t E.O. - EDGE OF4UNC£ rLcz FOR I:i}►1B91ATION Of' S€E#>ONS: (SEE SCHEDULE ON 'TOP & 60ROU MOUNTINGS CAN BE SHEET 9) COMBINED, IN ANY WAY TO SUIT ANY INSTALLATION. Nb 1pFANQ,ap m i 1, 1 T 3. 9CEffi�. Jyr . 3ra2' NID ,a1T • FACE A4TaJJ+. I j'-"6 ,j O yy �'-i a � ANCHOR£ POR CONCRETE SEE SCHEDULE ON -%IM S FTRI WOOD SEE SEC'TIM ON SHEET 12 3' Max. 2.8r W� (ARK OAr14AP-1�WHCAE w4aETYf- i sox i 3"'Mex, -. bJ1..� aAly T19 piv11 1 MAI.I ' I, W OF T.' . ANTaKXR5: FOR rxXR FM E SEE SCNILE ON SHEET $ T FOR WDOO SEE SFCiWNS ON SHEET 12 REGULAR STORM PANE> ELEVATION SCALE 313V-i- j I 1/4' 14Ai. DAP OWN. O,ERM -1 N1CLE tiNLE7i I - L ._ (SHEET 9} dt �t4 __. OR SECTION A=A f�Twb._5 BLOCK SCALEsfa2"-T W Q Z Z Q J CL I , I A I , f.I i _.1 4. -.nl i��irT� 11. 11 11 1 11iNa., k 6. -filT-------T 1.T. I_ T. _. I f. SHEET NO. SH 1.0 alp.p. ',as± 6 ER ANOOft Pera m 1/4" Max, 4� "11. r�--Wk" t YLnCM) � y/ Ysy9n9 i ro°�rt.18 r r lu'w.'�ii3OVr +wun at�+r run JA_ MULLION SPAN (FL) i REWIRED W. TIME YULUON 4 4--B" 2' . r . Ile` > +'-6' TO 5'-e' 2' ♦ 4'. Ile' To. e`-�I:r 2'4. 5' . 1/8••, x 4"x, 4' 1. s'-m' m B'-D" 2" a" x Ire` FAa71w O. A 64 3tlfD . PARAILEI vv ;. A,.,.$,D, mpwN RATWO ORIENTED t -7IA .�TION SCALE 3/�1• NOTE: MULLION CAN Aifid BE wASTALOEO W/0 STORY PANELS ON TOP ffit MOtfOY SO THAT R S LOCAIID AT LOP OR MOrLOM OF OPEPfWG. toNE PNEL OPFJ(w1O W/ TUBE TOP i ;W.) ae6) 1. INSTAUA71ONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55.5. -72.0 P4,1. AND PANEL'S L:ENGM UP TO 8'-8". 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL CAN BE SUT4'. ANY zy-AREI.1G3iI� =9W • I ";let: .. >♦ 1.4, a dNF.ILI O it EMR MOUNTING WALL. & FLOOR hWLINTTNG INST LAWN — LTIERNA VE 4W WS ALTIOM ALTE@NMIE SW (SCC1pN AT TOP IS UNITED TO +05.5-67,0 GtS)L, SCALE; 1/0 a 1' AS.D, DESIGN PRESSURE RATING) =4F-' 1/4" - T° ARa • 1ST +ir uc 1 e oMa ,ea Fm WM p illgl NtWeY •,A0 AaNt W r "E r e. •mFitP.R wNal Cf »LOTION - SECTION "W SCALE: 1fe'..- I- WN ORM N00" 00NpSTE ANCHINS Fat commWE ANCNptxj BEE 9oNEBItlE aN SfEfF k4• (SHE i.�ffiIAE ai (SEE lCtEOWE aN La,� MR W000 SFNENt SEE SF.tTglt TUN 91NE1 ,6 SER£T ,4)14)� T, 2 d IW/15 2/4, 2A,/'4, 3/4 OR 4/4 1, 2 & 1W/15 T CONCRETE _i REXPIM a \\ 0 y7j 4{ j:.� Li III I - I swmamwur-9k 1RURUI+E f (pp PANE) (r iR80NR11 PANW (W�MM PANEL P11 `@" '1[i TTdA90 s //W8BO''w4xNy3U// //1l8pG Ew! STUD. • TT2 7 G SRA S• k/T O.C. 1- N t ♦La N/ 5/8' ENn. {CASE 1 1 {'wltw-J t (81/8' Ilk,Ilk,t2 T p,C. 3' IWr. (CASE U} 140 • 13 Tf2" 0.0(Sriem ,/t4} I Y (AT�EpO k.. 1'f " 7( ,' ` 1 S( L Yr14) {ALTFAYATE WCAnm a J°" I N3 ILIA j ))OL" Pw 2/14 j WALL R&OLOM i A 2/4, 21/4, 3/4 LR 4/4 , 2�& 16/15 1, & YW/15 ALTERNATE O'SKErY PANNkYL 1 Pmas ARFA,' SOM tWTE tHELOW'! RREOU ARWPA WJ .-----,_._L_�SCAAk'�tt PcAt�t�_Islll: /' '-a-.._,..�..._....._._... _.. _._..,___.._._....._.: Wf0 REGU:AR rRACK& (SEE NOTE 7 00NORETE ANCHORS r'. r, /, '" 6E10W) • IASi PANEL TO W5TAY)8R AS (sm 5c"W AE am -T � . J✓ A. E # LL a :S SE P,VEI. gPEN1aXD SMALL }} 1 'pXi ORstAB�JEE ALWAYS 6E PROLtiDP.v w/ R&,R YFANIXE SHEET ,{) P0u11ED WNORflE"' - j !� GWkLLb Ca10010N) L TO BE #MAL MLStAR REN R' TRENDED Oo,M. COWAETE AFSHORS %�. 1 OF MEN 9R REIMOVED FROM i INSIDE ��j3r-l* WALLATIOtj i(jOUNTIKQ INSTA=1i3N WALL AND Fl(1CGR/46KYi�NC IH,�jj�ATIDN SECTION i SCALE; 3r6" a I" `, SECTION 2 SCALE: 3/8" - 1' rlj4` Yer mP 60- 7 1 • t « N/C W ., etf1RY NANF7 STSrEY- IN57ALATONv' .IF,Y -"....'. P. LIFE SAFETY STORM PANEL CAN HE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL.) 1 tra OR AS AN INtER10R PANEL ONM PANEL LOCATION W BETWEEN END PANELS).tmwl t LIFE SAFETY' PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS AT OND PANELS. (WI OR W/O REGULAR TRACKS.) SEE mm I) h p 2. LSE SORT{ PANEL CONSISTS q;tn19' GALVAMM STEEL STORM PANEL As ,SECTION B-`B SECTION PIR COaPONENT SWEET 2 OF DRAWING. SCALE 3/32'-1' THIS PANEL ALLOWS ITSELF TO HE RDXMD OR INSTALLED, FROM THE INSIDE OF MUCRMF- HNi ' 3 LIFE SAFELY P REQUIRES TOP TRACK TO BE COMPONENT A, HOTTOV TRACK TO AaNMHI NIA' BE CQMPONE AS PER SHEET 2 OF FIRS DRAMM wa fG PyZlLLI> COMPONENT Y BE INSTALLED WALL OR FLOOR mOuNM FOLLMNG sOanONS i A & 2 ON THIS AS WELL AS OE'TA" 1. & 2 ON SHEET 14. ��• > > 1G �"'C ''•.. 4_ M(w. LENGTH FOR COMPONENT4} Is IV, FLORIDA BUILDING CODE Ilt h VolocRy No rrI>wOn• Zone. �• "mm s"Esa, W_ MOM SPACING FOR SCHEDULES F.P. $ SHEET tCCO�IP 04 V ANCHORAGE AT BOTTOM IS GWN ON c * 20 GAGE GALVANIZED STEEL STORM PANEL MOAN . COMPONENT ] MAY BE PERM AIM OR REMOVABLE, S. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME HLALOMNGS ON SHEET 95. GLOM PROTECTION PRODUCT'$. LLC. mMlmm L1R-,�`�o_ '+y�Oz •.,; •••-•. ' .` 4eaa sw. s, BRFkT -N0 6. SEE SHEET 4 FOR DETAIL A lE3TIND i Y OM,E.. ss71{ APPLICABLE TO NNE NECESSIM FOR THE INbTA[iATION OF !i,j` ). Ar 'Aw 4N. x. a..xq www�A�15 n 4Tw PIIaNIE. 20-176 ygA'N PLA ' (4s{kFe-26{6, FAR: LQs4)see-al6T SPACERS AT TRACKS INSTALLED AANACEW AND BEYOND TO STUCCO/WOW SANDS. AA ..e.. a ) -tw. �, pinAtl.-4IR1 1111YALM. e.nr Axe B}ViIW NP'. P.0 gN„/SWNAtUl4': 011C.... A-°°°°1T,4414N., S. —M A 8NE1[L 13 OF E MOMUM A.S.D. DE'S[GN PRESSURE RAM (Aud.) ANQ ORRESPONDING MA3���y*PANEL LEHtM "1- SCHEDULE t" M AIRY 1TRN VAAPL4 AM INRTAiATIONR AR. CFTP 9E3;T,n,A4. N MWI TO. — -AiM R A. A r RT ON6r (P.>tif.7Fil } N P�MIS &M tF 1/i1i +156A, -m 'Y-5' OR LZ% 2 tA# IBtBW.YEO , THRO 5 A. 7 -NSA -:2A i71-$ m !-$ MP. 2 3/.' L"em1W 17ktN ° at 7 �8 ° s4J.e; -idb Ir-E$ -4' ON L 3 ,f2' • M a a ! 10 • WILD W/ of+i-s4r_t' S& kks a 0~ XT V~ ! wan" Cr PANIL (VALID ONLY FOR PAN as W & W NISFAl1xms AS PER SEOTCNS 1 rAw 7. a N , mwm 4 & 6! Pik"" ASO. OEM AMM _) ,Amm Nico 8 S .0% MR EA, a a I/r- APKW 4COMM# 471 or Iml gN MAIL" PAN EL U3iQM 1• ifL) D,PIaN CF TM-CIEP gilt-W PANELA Y FBYIE b PAYOIM t M4k78 to OW�EtS 4 m 00NM7E 0 TO E,E o 7a. LAFRKFTB TO OWFIEW 6• WA RjA N^ 6" NjA.. a" ?+fA. . 8" +Lilo 1 {1oP) - w' y, N/A PAA 6' W 41 61 ° 8,, t (69.4 r N/A WA WA 6' N/A 1' N/A R K/A 3 tTg a r IVA N/A NA r N/A 3" N/A Y NfA 2 (swab WA WA W. M NfA a N/A B- MIA 3 & 4 rLAP) 7+-e OR LESS OR I= tr S" NIA N/A 6' Ir _ r Y 6• v 3 (6OMW r NJA WA WA. r N/A 4` WA II ... N/A 7 �)' - Jr A' WA N/A a 6" 1' r r 6' .. 4 i 7 (SUTTON) WA NfA ,2 1/2' 6 1/4' t7 11r 6 1/4" 6 1/r 6 1/4• 4 ,f's` 6 1/"- 5 1TaPf 1TAN1 SEE smerm 10 i I I MR M:Imm TTPE i aPw= PDR moll kmm wm am MAC IEI1tG11B- fdlgite! AN R SPAONA6 AHD, A&6AaN FAOf OBTA M Aft NnCATW ON rM SISIE " FOw EJA LESS TNNW WlQG1 ON Sp1Ea°E ANaROR SPACWQ MY W.9P11N0 WAIN SHOW W1 Somme St' 1E 1OYOw71D FWWM FOR m OIiWO TO BE Posmr REUSED "WO NG OBm m USK "cm - S AL Wt BE LIDS THAN MPWW MWO. WLIOATPA FM EACH "NO TYPE AT ANCHORS t=34 4101111110 1f{L 1/4"r 1J41 1f{L If41 k/41 TMAaB dF,W.aT �. aw)a41 NAFi-eR w NO"* 0PAGe16 Tn) a 3 a 3 fd1NQTPaYRa1 NAW.IA BA.! $ 3 A Cf3 LION- anentlrA BA} '3 a 10 1 31I= . 3,A$ mmm1)D` mowm- new I Wr- 411r 1/4• La .Ste- LONG allM JXWW1 w) INSTA L,A110N DETAILS FOR ff&ULAR PANELSa & '`� •' ,O.C.`°° PANEL Law"a, LIP m 6'-W AND 6 1/4' OC. 1NT0EXISTING WOOD STRUCTURES . w - •PA/M'(A- rht 0! d PPniIYAtE & -' wI ' M OMIS 96MSW WAtiEBTOR 70 :EUP All WO 6'-E'Yo.- A�'"'w. •iNNEtwA,76N I I } % .•`ifi to WOOD LLAMA.. 0� EO L i 1 x Y I 1 i,WelaaIMaADF1C 1 1 ALTERNATIVE W ALTE$TI,AT�I (E, 2W SC/lE 3je=t' SCN.E 3j&»1• 1 � SONEDIAE ON SWEET 8 SEEt go TIN Efi e6 1 •W,, o 6 OL"a- i 7 g SEPARNIKIM k, _T.MR ED aR iv Eo EOM` _ _ I _ -` _ 1/2" Eo 4 I k `1 su4Na lf{' I,D.. 6/e'ttbl0 OF=IWak•Im .i Wf 1f4"P-2tPd` SS M L0 6 1/4^ a,c I j }� S 1 QDLri3 .i Im i 5''y . ( t I.i c , 3 '4 faR PANEL T Dow UP TO 6•-11' AND 6 V I UP TO Ir-r t 11} ! a M D i - w+w. d -. 11/4• it a LENOTPS mo.PAX PAw wre �sP P i 1 c waro t g gunn W w na Ai TPRNATI1fL 3W, ALTERNATIVE AW t #.:I� 1/2' IAa TFWE+YND V,TG11 AT iQ' E#P } 1-91 HATE FOR 214" PGA7E , �'. „°,,,� U) a itlOA1wIN1 G',4ATE: 30'J.E 3r6+r1' 'SCALE 3jBr1' PAL uN To Aa IEIgRIs kaP ID 6'-e" we,W. " LLdI N 6G1tE. 3/M-T' SCALE 3jd.1` : SHUTTER SHORNFOR CLAIM 1, INSULLLAWNS ARE :ONLY VALID FOR BUILDINGS WITH AS.D, DESIGN LOADS �. • tER' +;4 �, UP TO +55.5, -72.0 PSF AND. PANSILS LENGTH UP TO W-8', ° s FLORIDA BUILOI#6 CODE (High V•IOOR :. flu can* Zone)] 2. FOR NEW WOOD FRAME CONSTRUCTM WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL .. - 7 PTO.. '.k z - Ewm 20 GAGE GALVANIZEO STEEL STORM PANEL.am" NOTE FOR coI IN.T:TTON R: I $A9 s _* 5'T t)F / 1L Tie O aBAL PROTECTION PRODUCTS. UC. Br oaEt r'1 ilQ-� LNe. MOa sw. et 6MR7 TOP & BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SUIT ANY °flF '••.,....:., ••` qAh `Vx'I 1s ,AA°n,. m- ,w. + r+ 11 »�rWE: {°D4 n.% FND1 pD+)aew-em: 20-176 Na INSTAILATI4N„ Ap/+HN ftIl1MA- 1EAL/LPDWLAtUItF/QMf7,' W7,-{epaFTQ El Wxw a ;;_— "" 1) I ......:Tea .a• •a �! ea .al a•_. •� 3 V ASP. 1 TAPOON, CF AP-CiEP OWL-M PAWAIE'Amr 0. $vvwPutwtas" t10X SECrOd?WANNNd.PlNA.PRl3v1»ffOWING 1EN6TM TO NNC�.REiE WNMM 70 9L0CR CONGpETE r N/A N/A N/A r N/A 6' WA 6' N/A 1 & 2 (TOP). 55.0. -72.0 B" 7" g' S' 9' 9` 9' 9" B' 9• I (BOTT�OM.). 5'-01 OR LESS - 6' N/A N/A N/A 6" N/A 6' NfA 8` N/A 1 & 2 ,IKJ +55A -72A 9' S' 9' 8' 9' 7 1I2` B' 9' S" 9" , tBotTOM) - S' 0' TO T-C +55 q 72D a" NfA NJA. N/A 5' NfA 6" .NjA $' NfA :. 1 & 2 (TOP').. ) f 7'-e TO S" d" 9' 9 B" 6` w6' B 6' I (BOTTOM) mQmm Asa PWON FOF :,a I cow f 6A' kw. rem LOP R +i" MR E (EwO • r YW mw Top OF ANNL) Pt2*5 is wy PTO? MAXIMUM PMtEL, LENt1H i' tR.) t ILL-0-5 3' 3" 41/2 4.ij2" 2 (BOTTOM) 7`-6` OR LESS +52.$ --MO 3' t 3" +" Ir 2 (9oTf0Y) 7'-6` OR LESS. +55A -7" 2 1/2" 1 2 1/2° 4. t 3 1/2` 2 BOTTOM) T-6` OR LESS +55.0 -72.0 2 1/2' ) 2 1/2` N/A X N/A 2 (901TOM) 7'-6' TO +56.0 -720. N/A MIA1 2 (BOTTOM) 7'-r TO 8'-a" MAXIMUMA.11,DESIGNtRES��ANQCORRE����IH� MAXIMUM PANEL LENGTH *0 *&KDULE LAMCAKE ml I & 2 INDICATED FOR IS fiA9=_Sr M PM91 cnxu ON eueeT.i'�. A1lAtYk u." (ry;L)sAAN AWmIw wflMOY71t. El an 72AT r-s>:. 3f4' SEE SHEET 15 FOR AIMM T'NE & SPNIM Pat. WSIALL91M 0170 WORD M" O BULOBA. WNI" AMMM WACM AND WMAW ELSE rM= ARE RID, UM DIN TIZ SOwMftE. FOR E.D. I75s 71" PgAd= ON ROMKAE 0190.IR:E AND" SPAttm BY IIAY1PLYM SPACM SHOWN ON SCHEDULE B7 14 TOW WO10 FACWRL FM THS OPERATION TO BE POSSIS.E. JIMM SPACBI6 WOO UNK FACTOR SHALL HOT. E WS THAN LWw6RN SPWM INWATW FOR 11" ANICIWII TM AT MOMS tME4b. J00m Ttl!E alp No. 44167 s * 1 •Ny : Mr a2tlm iktG9. Pc 20 GAGE GALVANIZED STEEL STORM PANEL D' W, B C O 1Nc. GLOBAL. PROTECTION PRODUM LLC. 4m S.W. of STREET SAYE. m3T3t4 9 �n+,. NWw 9, c�Aftb11M ARYN6(66060-1344. OW(B6♦!w-a'9] 20-176 1eer.r na e r twWwN6 Na MAX#MUM A..1 DESIGN ERfS UK RATING (a.s,f.) AND CORRESPONDING MAXIMUM SPACING SDHEDULE FOR REGULAR STORM_ PANELSti) A Q INSTALLATIONS INTO ExISTING FC�yO.�NCRETE do CONCRETE BLOCK �jI2UCTURES (VAUD ONLY FOR PANELS L& QOWALATIONS AS PER SECTIONS t THRU 10, ON SHEETS 4, 5 &. 6) ANCHOR WA4p "MI 4N'i _ AGE FlARIOA s BUIWIMG Ct)t1E LNeh YelocNy NurFlaorw Zone ;' NO. 4 67 _ ° 01MJmQ''� 2D GAGE GALVANIZED SM SrORM PANEL , `# _ LOB& PROTECTION PRODUCTS, LLC. ,. .r ;• fS'•..,. AA {� LOP` rr y V ms V fMr 7aAaNy m wA, lQlt ». 9r 1FA -- =— t9. — , N.4 m-,Iw aYxsiti MOM (W)QBQ-76Fa: m (Q6{)ewe•a76T 2D-TITS 1 �A�79A atlt w Pewlie 4e, OWAwNQ NP. wKl P.E Mn4a.. LHII Q iN T• WKQAIY ANi240AM eFWtN14 PIN, 60. +• 3 T%r °f A96E5i0N TAP6gN -.. Cf TAP -•RIP CNiY-NF - PHt4lN1iTE RiMN.E i0 PlJ18i4tTE PW5 5qW SET � MFUI1IALW P+WEL. PNE33URE RA'RNffi To DDNCAIETE � mNCRCTe elDwt ro DOWOREI& 70 mHcwETE EaDtlt ro caNCRETE TO mNCRFTE +Bm( ro cDNaEi[ Ta fE eLgLx To wNc1ETE TO tDXNCRErE W.oaL To coruaTE 10 t%iNcnetE eLoeN Ntf DOMBINATIN ,� TWEY LE1I0tN $' N/A N/A N/A 8' N/A 8" N/A $" NIA NIA NfA 1 t1t)P) $` +' N/A N/A 6' 6` 6' 6' $' 6' NIA N/A t (43QTT0M) 6' - N/A N/A N/A 8" N/A 8' N/A $" N/A N/A. N/A 2 ('€�) S. N/A N/A NIA B' WA ..... 5• N/A 5' N/A NIA N/A '2 (1TOH) -55:5, ^'!2q B�: N/A N/A NIA 6".. N/A 6° N/A 6` NfA NfA N/A a dT # (T()P) >7'-+5". tU B'-&". OR LESS d'... +» NfA.-... NfA.: B". d".- $" $'. 6' d' N/A N/A 3 (HOTTt1lA). $" N/A N/A N/A 6" N/A G N/A $" NIA N/A H/A 7tTgP) $' 4" NfA. N/A 8' $-. 4' $' $' b" N/A N/A 4 & 7 (BOTTOM) NfA N/A ,2 1f2' 6 1f+' 12 t/2` $ i/#" 6 1j4` 6 1f+` $ 1/#" 6 1/4' N/A N/A 5 tTOPft%I1TOM) 50.0. -65.3 N/A N/A 12 7J2" 6'TJ4" T2 tf2` 5 1f4" $ 9/+' 6 1/4° 8 1/4` M 1f#' ..NJA N/A 6(F9Pj8DTTOM) -$'TD 1T•-2: 56.0. -^72.q N/A N/A $ iJa' N/A 5 1f#" NfA B 1f+" 6 tf4` 6 1J4• 8 1f+' N/A NIA 5 (T{�J90ffOM> '-d` Tq 11`_2• N/A N/A NfA... N/A N/A N/A N/A NJA 6 1/4" 6 ,/#` B i/+' 6 1/4" & $, 1i1 MP) ,tea _48A $` #` N/A N/A WA NfA.. N/A N/A 6" 6` $ 1j4' $ 1/4` 8 (BDT70M) 12'-4' OR LESS � LESS ° B 4" N/A.... NIA N/A NIA N/A N/A $' 6" $ 1/4' 8 1/+` 9 (BOTTOM) N/A N/A NfA N/A N/A N/A N/A N/A 6 1/4' S 1/4' B 1/#" $ 1/4• 1q (BOTTOM) SEE REE:TS STD, i9 NW. ,2 FDA AN(3LORSitPE A SPACWG fqe BSTALiAfla# NLo 11900 F71'IAE BUOOINN. IA6AIMIN AAFaDR SPACRNiS AND LWAtRIY EEC DeTANCF ARE WDIG.TED OH TINS - Hal CD. Lffi TNM)N RNaaE7ED ON S[38,DU1E PEfi.KY ANCHOR SPACwLO 8Y MULl7POwq BPADaN6 SHOWN LBl SpWFDUIf BY THE FOUAwtt#B FACTORS. FOR 7XWY OPE{ATKXH 7O � POkiRLE. Rt'LWW SPACNG ti81Ai1NEU UBRtC FAOtOR SHN.L lipT � IESB tNtw L6YYW SPACING R�IG,iEl FOR GON ANCHOR TYPE At A1kCNDlie LEG&10. ,j<S_ tf4i 11.1 1 41 1(41 7AP�1 6` TAP-MIP CA1N-'.iN QW�-4E7 ILix 4NCIWR 1PApY0 '�C05H6tAlf1 Lblx+stA M1.a 7] a 3 3 a Tf3 L4,PNN,.) anise/ 6IPN, (Yyj 5 3 3 1f3 $ 9fO -. 4 3 I/2 AGR)NL CQ. 6'Si FA1O T.¢R - 4.1jY' 3• tm tm - T.m :n - 3Tjr. - 7-4 INSTALLATION 7- 1 i N DETAILS FOR REGU�_PAN�•�& INTO ISTjyG WOOD STRUCTURES t` 1 (7� lhlo PAWwn PLUS ,s .6 t 1' O /0' i4-TO PNNELUATE PLUS +„,� ( i " 6 1 #` O.0 W 7 7 �o' / �"` y f t �' '+, ,4-10 PANk7.WlE PLUS `� 5 i #` O.O. Wr 1 7j8• f 1 } p 1ST ADEO ➢ENE7 III 5M000 r ` j` '41iRFN1FD PEQETRAMtN 10 3 EEISTNO QA746 HEADER E7tStiNG woDD HEADER \. " EASANG WOOD HEADER r` f wr • � SM • at3' $' t • r 2e \ i F Smr • - T" } f ` • am 1. i t a yr ac 1WOOD YNDDO NFADER 1 ISM. RET1tIE�W REQUIRE t. BEE Sg1PmWOp u . aRsm FOR m. 1 t9R tqN t , j. p FM f70 19DN I 3 _ a, E Ybx- _ _.. .^- _ .-.. �- Haw PANEL LENOM __ .__.._ �.: x Plt�l PANEL. L=NL~.1H 9f41_2p.1 B.x (SEE NOTE T) tNs wf T/rV : DwuP - ( IfA'Y--xnkt• 9$ (SEE Ys Wr 7/#Y emu• PNw wr' ---T • � Itwaw NOTE 1) 1,14*1 At- S,� YLS. Wf 7faY eft oaAP Mrot. LENOnk (SEE NOTE 1) i , 1 I - N `- I 5 ! 5tl,f ( OF 'L' t� = 56X OF 9 or ° 1 �- -I ,eM NIA • ' 5w6 • _ F e 1/A. ! E1 `-. '' • 12 t fr O.G I �j I EQ f I LAO SCREYS -1 If . i -10 PANELYATE PLi1S REOkIWEO D F' T""I 'i 4 1 �J {` i..• _�4Y ,` , t r Pan 2"4RE1 �7 i it • r O.0 w/1 1/2' PENflFw7YDN AT 7/8, •. ; € iI YrmYRDTW a+� PLATE MD WIDTHOF PLATE T (p A.ND wlnN OF HALE 1j{Y LAD, SORE'A5 4 � i ""-'6"' flC. SFAOGERiD Wr ay l = ,, y 5Tt@ W T ! j2" LIN. DIRECT "mm AT &WWWH OF PLATE uGiE,a. WALE'3/8-1' SCALE AI". 1. (NSTAUATKINS FOR ALTERNATNES 8W. SW & WOW ONLY VAUD FOR BUILDINGS WM A.S,C, DESIGN LOADS UP TO +418, -48.0 P•W.1, .AND 111111tNiNNN PANEL'S LENGTH UP TO 12'-4" 2. FOR NEW WOOD FRAME CONSTRL is WOOD MEMBERS TO BE SOUTHERN PINE ND. 2, W/ SPECIFIC DENSITY OF'.,0,55 OR EQUAL ;' ' ' FLORIDA BUILDING CODE (High VelaOtP. FfurFTcrsne j"q NOTE Frog CS idBINSIlRH9E sFCTmNsi 41 k _ mme 20 GAGE GALVANIZED STEEL STORM PANEL Do*" •F TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY ^ NO T i !� /� GLOBAL IL 4 C Y INN. PROTECTION PRODUCTS, LLC. ace INSTALLATION. fl 1� % ..,tee., ,R.y_ �IL' •• R ��,` "r '-,e% '*may %,1-• •.• �� : TEEEIN • EN N �1a ION RAT. aW,. R iA iA T1wi419YpOe, a aQ« am %W. 5, sDexF a'0_; FL, 33114 IRIaK (Lst)ae+-764i FALL ne+)ew-e:a 20-176 //�UI-PIA E HIIN +.+. t-tAa WI-IW6. A., 1a,-4O, #eA♦ NiQ .4iw. .t.I.1e .w SFAW&1Q N" IILNI 2 #.F1fSWWYBFJOAIE WAOERA71, P:E.. 1.-t . - INSTALLATION DETAILS FOR OPTION j 1 FOR LIFE SAFETY �STO13M PANEL SYSTEM 'f`f''2 LAD • °' "� "/ INTO EXISTING WOOD STRUCTURES 7 lOyEtuSRNO w,8A9F� - J £ e 4 44 ( ( 0.EOUWW Iai 1 I WIpNFAIXER PXWI°1W[nR 4TIb 0ivlqu I ��RNdTIYE I ���R�A�V�� ad�w ' SEE 1 OR i F 1 su"A" ! i ED T 1 OR �I t k t `I i3 ALIitiRNATIVE 3 ALTERNATIVE 4 r 2'114�a51PIEC ��� t-. if41 LMf.64AAWs a r OA W/ t Tj2` t � � I � Ewa 7}l PONETWtTKW OR ,/rLatatl' LDNIe BIM56 twsrWx wj tfrtl-'MINA" 5$, ,LS i e' Ol. M ALTER�I TIVE w00D_ fRAj�CONDITIONS �c ANCHOR LOCATIONS t/43r-2a wNEw.TE FEwE XO aR PAIFUA,TE PUS • 6` D.O. w } tfr WA. 7HHE14E8 P84 MTIM TO WOOD SLIM 3x . P' - PULE NOTE . 5l01m TW" NOT 5mm FOR CLAIWIT WALL MOUNTING INSTALLATION AlaN JILIN T�fT� �IYE a��,• ENS 140 7 FLORIDA BUILDING CODE h VoiaaN HurElWme Zone 0 wOeen ° 20 GAGE GALVANIZED STEEL SWRH PANEL V #. »yA YTr t. OATALLATmtLLS ARE COLT W41D FOR BLMONGS 9TDF1 AEA. OES IN LOADS UP TO +SSA -72A #0 AM PANED LEN(n uP To e'-B. A 'ST .. v .. �'S9� Ft RTQ -- pF e•I.�u�nee Tip I £ C O AL PROTECTION PRODUCTS. U.C. M/2•jm30 2. FOR HEw WOOD FRAME CONSMICTEN WOO 1,RSiBETS TO E =N ERA: PWC NP. $: wr SPECIFIC ODD" of O.$4 -tId EOLML., 4 s •`• ••,• (` 5"AkIAF�f A�1M4 LL C/� f N C, .SOD SYF. eT sTwELT 2D-176 _ N'UI 1k,7IL w. +: *4 wtm4, aWm4 n Awr FAe.. n}-TnF , sw , OP4.nnat MOM (WWNW-1545. rm: (°s4)ar-mB7 A#, 7tYEfaME aY_trIa wALTOR A DU.O" Yii r w. w .etMMe .4. aH1rAN Na NNET is of is (D N Ca C) �--e U L a) CL Q O O cu cis Cu O Cis O � O � O CIS LL U .0 w -0 N L_ N O iL .� VJ Q W J C� Q 'iCA � O U C RE n � V M N m x in c eia L+- ca., w 44 °) C-4 d CD j E +- c a' C2 � I.3 3 W p .d WO3 f..1 CA C � to O a c � To 0 L cn L -ilk __FT__ IiF , 1[T , i i i SHEET NO. SH 1.1 -- -ANCHORS (SEE SECTIONS ON SHEETS 17, 1$, is & 3• MAX, SA/17. 407. Will. 38/'!7. NIB/17, w/t6. 8' 1" MIN, two/to. 1Aw/1$ a 6Aw/20 ('�I�Iv/tw TILT/ty t $6Wj20 1' =- T-------({ --- O O O O I O O is V/ i i 4 I I i sTTlwANNEt 1rJ Y I I f L t Dw K P v � r Y IwB,- MAx. STILT. 4►/17. 6A/1$, TAM!/to ';$/tT, +6/1T,- 61!/1N6 >„ 3♦ �, 11AW/1R .k aw)w (LBW/tA 18rrlt• a ON/W I. pit ----- --ANCHORS (SEE SF,CC91ONS ON SHEETS 17, 111, 19 A, 2O)----...-.-------.-a.,, _ OPTIQN #2 FOR LIFE SAFETY =RM SCALE PANEL(I ELEVATIGH ,/r wz aw SECTION A -A SCALE MAXIMUM A.S'D. Max. PANEL LENGTH DESIGN PRESSURE L (k) MINIMUM SEPARATION PANEL RATING (p.s.0 (SEE SECTIONS] TO GLASS CON01TH7N +55.0, -72.0 W-5, 2 3/4" UNBOLTED MAX PANEL LENGTH (SEE SCHEDULE) INSIALLADON D£TA(L,S FOR OPTION #2 FOR UIEE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CO CRETE BLOCK STRUCTURES T 4• 7-cm A 40M "I TAPCON ANDS i/+• TFPCON ANCHORS iF{' TAPCOfI AMCNIONS r�9 It Q4. a 9• D.C. j i g• o,c,POU j i. A TEC r ! OORR t�NUREDGN¢rSaNCR.E(E i I�Ci R OR BLOCK REUVOWD , 9EDCJC. REaIANSD .1. ELOt9t REgLxRED &LOCK =Iw I Ile COMB. ig. i.. trar m I 1 lwpasc m i I pA� 1i 1Swum Itoj F- s tlap =° trN' arm f f L- ._ x arAss 1 i �a 4a i GLASS4 4' i Wk uM11G.�W(/i��•R/ 7/11°l t 1 } MAIM -+i� sir.,. t: j '''!�. �� �• j $4 I ✓. /f` "� -,/'�� I t'7, � t re.n.>«Al Jf4"S:S.NUfY'34 Y1R46 T WASiMA j i%$hx3/32' WIN(;MR WASHER 3/32• *we MIT i ;'-"""YMX 7 x3/32" W$RS a t2 t,(2' ax, I g (a3�'tfND) E tr 12 T/2 04,. i M. *ASHER (BBYCA!7Jj I 7 i 4• TAPWN ANCHORS i 4` FAPCaH AIICCMWRSS t/t" TAPY M! ANCHORS, I 1 4• APCWY A 1/2 aG: v"si 4 a Ile o.c. � �, a.c. ? - {STAaDEREO W/ STUD) 1 'CSTAGWIED W/ SI(W) I .-.EaURw C0.vCREiF I ._..EOUREa CONCRETE ..pDUIWD CONCRErf �. _- E CDHDRE7E r7R OON('.RSSE LKLICK OR CONCREI6 BLOCK 0R ixN(ORETE BLOCK N]R aPNCREIE BLOCK 1NA11 NOUIIftNG INSTALLATION WALL O INSTALLATION WALL MOUMM i ABLATION WALL t MOUNTING INST L ATION $EOjION 3B Sf+ 0 IA SECTKTN a 0 d UiE ETY P N t O R j PANEL I LIFESAEEU PANEL sCAUE 3jfl•.t" STYLE W.I`- SCALE 3/6'.1" SCALE 3/r.1" Ammon Tfm �41' MAMTiNFMM4,�. �ceNS T' FLORIDA BUILDING CODE Elt h VelocityNoFricane Zone ND, dS 1 al a40. 20 GAGE GALVWZED STEEL STORMS PANEL FIT J_ MOM PROTECTION PRODUCTS, U.C. �te- a$msrns,msntEp ate 20-176 14 av<.,I.er +c r RSDHG fa$+7NMM M. FAx: (Da4Seee-ICK7 $/ NA •..,("6iv-sa_r :a+7a:-,sn !wr ... CRO"rw o"kxFrN rMNM E. arAr 1 ATE LW W # k£ s u a am it OF a SEE 6M14E't to A 2D FOR xNeHals TYPE A "rwwx . SPMMMI FOR � IATO TIaDD t•'+. AFIMRrl ePhEAND GBI 3 FiAV$! BIkLWA?. YenAADr A040I sPACtMas AND MxMUN EDCC o154MOi AVE IIMGVED ON TN6 �maroWtA4a Cee4,tiM AIR) i SeiDLIE PoR L0. LTss il4W uWIG,7ED iW 5Cf+fD1Af AMfiDR 8PI10Ara Bl' YULRP.YIq 3PNJNC BFpeN QN SCIIL+AE S4C.NIk/ Gw:Yb 4E O.1 3 MENIM. JEa � R+EI011 BY THE W[iDWWB FaoTORs. FOR iMCS DPEmma4 m 6E F�aee. I1FOS.CFO g_ii=•,,._.- - 9PAC41G OBPANED M6WD FRCFDR SHALL Ilbi � LESS jfWH NmArRIM ;PAD•xi NIDIATSn TINT EACH rV+C1'UR TYPE nH TINS SCNFOLKC 3' is t ,a � 646SI 11N • 2D FOR � TYPE a ANdIDR TSI'E t tj+ra,... SMCIm FOR INiTAItAFaHS iN76 WOOD FRAME eDROIMfl MINIMUM ANCHOR wA7m AND AxMMUM EUOE 01004ICE ARE ANDIOV7ED ON riN5 aB. AMINO exvwa A 3 •IaaranAAe 4-4 >• 3 - 3 3 i/3 SGt$DSAf FOR ED. IESa 4MWA, #IVGMEa ON SCt1EDliE REDUCE, A1A;ItWi SPAWNS IW 4AN:tULwNC SPACRrC SHaAN ON s09otAE Rm+,MJ pm,a trrox W AIIIL LCL (CIE 10010111111 POTION RI 1ME FQIarIsaN FAL'iYkS. FOR TNS DPilV,i1DN TO eE PAL': t ,12` 3s - SPACING OBMANFD LbAO FA4'TM ikllll Fiar BE eE84 1Hw AMAIUA SPACMNG Na1FA7F11 FqN EACH ANCHOR TYTE CSM T115 SGrE4ULE 3• 1.oO tm Di A aAtW 2j ar R C r U✓ ED.+ f ' a •` 1 i -f7 jt-aSe PAHELNAIE PkiP3 'Ij/ t"""`4 T s/6'Y a 3J32" WKIQ NVY (BEYOND] i UAL' JfQ dIltll`t QTNa A...�l AT� SECTION SB 4 LIFE ;ill PANEL SCAT 3ja^.1" R IN Wel, It Paum C raw OF to w N C cd -a 0- =3 � ( INSTALL TA ION DETAILS EQR QEv17ON ,92 WOOD LIFE: SAFETY STORM EANEE , SYSTEMINNSST,,ALLAT_IQN DETAILS EQR OEIIO,Ne 2_F"OR IM1FEI+ETY STORM PANEL SYSTEM Gamu ,V ,� E_,IW& t,ALM,IM INTO EXISTING WOOD 9RUCTU@� I•ITQESISTING „WOOD RUMBES 1, E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT-(P,iG.) PAS BEEN VERFMD FOR COMP14W_E IN &t) MWAIUM 04KD EW OF TAPCON ANCHORS AND PATEtMATE FEMALE 10 & PARE,LUATE PLUS INTO CONCRETE' h._. P ACCGE WITH THE 2020 (Ah EDITION) a THE FLORIDA BUILDWO CODE. BUD" SHALL BE 1 t/4 .. '. ., r, `"''- f'.. '`"'- t DMIGAN MONO LOAM: ,BED , A5 PER S�LTION 16400E THE A ME:M40ME0 CODE.. B:2} MINIMUM ETMw�DMENT OF 1 j+h x 7/B` CA(X-@t tJ#CHOR" SHAH � L4 7j9' M'R-? CONCRETE, �" MF/IJFA ^�.,,,. HEADER. ^• WOOD HEADR r: •."� W007 HEADER „, FOR WIND SPEED REGUNItED BY E JURNSDL4T,0 WHERE SFIUTTiRS :WILL BE NSTALLEC AHD Na EMBEDMENT INTO ANY flfW5H MATERAL SHALL 6E. PEAANRTED, �"` u" ' ' ` ""*: r �• FOR A DIRECTIONALITY FACTOR Id,-O,65. USING ASCE 7-1$ AND. NOS EXCEED TIC MBMUM (A.S.D } q ....,.� �,%. a1ED M .. ti1UMEU ..""""'r.,,,,. y!, �"AEDUIRED-RE'oUWED °-•,. "' ", DESIGN PRES.,^URE RATINGS INDICATED ON: SHEETS 5 & 20.: ' /4, 0-R04,$IS SMALK .BOLTS USED SHALL BE LONG V401 H($HOULA ANY FINISH MATERIAL. MIT TO a' 1.1Y TAPCOTI a $' E,G. 9 4'e TAPOUI tr. $' OLD, '"." 1 4'A TAPCaN Al C ,C, -:: 1 4•Y. i 7 4-e TkPC)0N ! $. a+C. , 1 4'A TAPGDN a $ O.C. C!i �t. T/2 MIN. THREMFn �±.. t. ! 1.... /f i; .MIN, THREADF.Q IN ORDER iD. DENIED Ti1E ABOVE CONp#f4tit7. ULTfl6gE QE59GN W5N0 LOADS 0EE£RktBJED PER ASGE 3-15 EAiOAGE 3/ INTO At�k:POR>, r'"'""-'-VI 1 1/Y MRf, THiRAD® s• ' , 1/1" MRI. TPAffADEO S 0,.r i S1APC{7N 0- ® O.C. a, ` i A f + ,r. PEfEt TR>N Ar 'HOOD SHALL BE FIRST REDUCED 7D. A.SD. DESIGN WRLO LOADS BY MUkriPCYiPK; THEM .BY D.6 IN ORDER TO 6.3). #1 CASE TtAT 11TtEC,d53' STONE. 1111. PRECAST LYX{ORETE PANELS BE I'DUND GN Tt1E E'N15TING W a y ' NiWll #T w000 ` TIMN Ai VASDO -, +-_ji�CE�W It i1 } i--�VM7N. TiRFAOEQ , 9 .. �t PEtE.rKNV AT NN(N7 d;, A ^i f t j Ma/DER i \ HOADER i 1' Iffio 7 ?;. 1 - HEADER S t t / HEADER i t; - IFIOtJt TO COMPARE TNESE W/ IAAX. GA.50) DOMN PRESSURE RATINGS IN nMO'ON'SHEETS 25 & 26. DINNING STi,M:L BE L.aNG EI4DUto REAOMI 7Fa: MAIN STRUCTURE BEHh" SUCH PANELS. ANCRORAGE ,� caJ BE A5 MENRONEO IN B.1) AND #4 @.Z): (,Q LC3 i1+. % j/y F3 �' y +. { t/2• IN A9LE SrAESS TOR Vfl7W LAJ1'75 IN ORDER TO VEW'Y THAT COMPONENTS NS C4C0R9 ON THIS P.E.D. AS TESTED WERE FJQT OVER STRESSED, A 33fK INCREASE =6 r i 5 i/r /2' . t jar 1 r-+. r 1/+' NOT. USED IN THEIR ANALYSIS. FASTENERS SPACING TO WDOD HAS BEEN .� is n cm 'x. Mvx. / lax. DET13ilMINffi $N ACCORDANCE WITH N.0.5-.2(li5- (C) ANCHORS SD•Mll. BE MISTAII.EO FOLLOWING Ali. 06 THE RECQ/AIMFNDATiaNS AND ST+•EGIFICATLONS OF THE ANCHORS La- i ' i q 1 ' ) �"�. MANVFACrUREfi. $G C�1 SMW PANEL'5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE "AS SEAT VERIFIED IN ACCORDANCE MTN SECTION 1626 OF c N Z I. I I THE ABbVE WENfi1DNED CODE A5 PER FEti pTT+dTKIPF TESTING (A60RATaRY; INC. REPORT / 2D3h. A5 PROTOI iLS TAS-2aT. R 9FUJ1 BE TPE RESP(}NSi@RJTY OF THE CQMTR M TO b'ERtFY THE SOUNDNESS OF THE STRUCTURE WHIN SHUTTER t.6.. r PROPER AN SHUTTER SCULL ONLY BE ATTACHED TO CONCRETE, `" TASK-2Q2 ANF 'fA5-203.,T ATTACHED TO UISYIf CNORAG. THIS Y LDCiS ¢ DES10MED T4 @E. PiS"tALI EO CNN. THE OUTSIDE iDF' 'ME OPEK1CG FRAME EVAti1NGS, �� 4j ; :' j - •'». 1 �', ,,, « .. I i i ,,' ION Is IlG NDE OPENING FROM THE tFLSIOE w SU" APPLICATION Q I t • ' /0 a. E N15i x LADDER OR lIT> $HIS LLCM ION IS VALID WHEW NNSTALLAROH iS iNTEt10) TO BE PERFORMED f2. 'DIE NNSTA4tATgN. Cd7FCFRAC°tQR 15 TD SF1M, CAUti{ AN:t SHUTTER CTBMF+QNET4T N tm j r 4 L + , txtrn SAs BEpAAAT7DK. I i.. ' aAft, i FROM TF1E INSIDE Of STRUCTURE. CONTACT WITH THE D(NLI)iNG TO PREVENT W#:D/RAN LNi7AiSKtN, CAULK AND GEM,. SHUTTER T1M0N5 ALL AROUND MU. q,D aG PANV On.EL tk1M1'N p.A5s t2AF Sege€ , I I I i' Mar, YYASS ...,'80epAE ) i i m i I 3. SERIES 1 MTALL.ATtON iS APPWCABLE TD SINGLE AND OgUBIE HUNG STYLE WINDOWS WHEN INSTALLATION )S REOUICEO TO BE L9iNGt1, ' PERFONAWD FROM THE INSIDE OF SYNUCT'URE. I& STORM PANEL INSTALLATION MALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING (SEE Nall 1 fib aM StIEt T3$ _ i ,L.I I PxM0. i171GM ON BiET ,tl7 .Lr ,r, I IX4TRNG Dfl1 9FeE1 f e) I E7t4"t,NG ry, st�AarxN . PMLEL L£NGTIL c I ('� NOTE l omow) , ! I REGULATIONS PROVIDED BY THE JURISDICTION WHIM PERMIT IS APPLIED TO. t W. sFv/AAnSP i i ,. PANEL LENGTH Vrn. YTA1gigN GLASS + I +. SERIES 2DCE IISTAULATON IS APPLICABLE To SINGLE AND DOUBLE KUNC AND HORIZONTAL SLICERS STYLE /CONDOMS WHEN i®i •� GtA55 __ (SEE NTFTE 1 BSL:OW) m + - - - (SEE NOTE T BELDIV) m &MIA ! 1 A4u. 1 •L" Mw. .� _- ( I . GJS3 (SEE YJefJIAE ' A - ;._.-_ PANEL LENGTH - PANEL UNGf11 RLSTALLATTON REWIRED TO BE PERFORMED FROM THE NSbE OF STRICTURE. 14. ATRANM WINDOWS AND 040R5, INC. E - 2 HANG STTNtit PANEL SYSTEM. Ig PA1EErT P10OBq, cc Op 21eET 121 ; i1a`d-2rbL _ "----x,.�„ + ' aN SKST tp I ' t/+•'S-7�.1` + f 1 ON SidkEt iD) ( TSEE NOTE 186AW1 1 +P-2D.t' i (SEE NOTE t BELOW) i- , I / • 3 �_,,,_, 5. ALL AGJIMiNUM Ea7RUSWNS TO BE $tJb3-T5 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) i5. {$) ISMS PRODUCT 1NAEJiAITE DOCUMENT {P.E.D.j PREPAI�O BY TM115 Ft4GINFETN LS TiENERIC ANQ DOES NOT PROW➢£ _y 3 7/s•• + J/34`i t t i + 7/84 x S!!!w'2" y, i r 1 OLAS5 i SS. M.S W% t INFORWt3JON FOR A SITE SPECIFI; PRV73ECri I.a,. WHERE THE SITE CONDITIONS DOUTE FROM THE P_E,D.- c°A.s �uD itt g WIND NUS . ALL AL,UMR" SHEET METAL, USED AT CLOSURES SMALL 44YE 3105-41# ALLOY. , LSD - .. (a) cQNTRAcroR To e€ RESPONSIBI€ FOR TrCE , P(rRci4lsE AND rNsrALL+TSDN INCL,UwAIa LBR SAF€ir sib � f.,, + ' i +'. T ° t r " ? + 7, ALL SFM SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALDY STEEL„ ASYM A -SW OWE W MTh., 40MVIZED STEEL THIS PRODUCT BASED ON THIS PE,D, PROVIDED FIE/SHE DOES NOr DE TE FR(riA 7'NE-aOMOiTIONS D€YAtLE&i ffN g �' g2 {{ DESIGNATION W'/€y- 50ES ke7 (AFTER ROU:EDj, THIS DOCUMENT, CONSTRUCTION SAFETY A7 SITE IS 'NE CONR ACTWS RESPONSIBILITY. _ F �__ I I �NMIN.ETwI Ar � � ,� .Lux f IV!DWM 6, ALL SCREWS TO BE STAINLESS crcFl 304 DR 316 MSS SERFS DR : RE515rAM COATED CARD04F STEEL A5. PER DIN (S) 1Hi9 PRODUCT EV/sLWnDN DOCUMENT WILL CONB16£gFD INVALID 1F MODIFIED. O PDT>£ I s A Q:Q. W 1 Y 2 '�� �« I I t ' 50010 W/ 54 IW YIELD STRENGTH AND 20 kit ",ENSILE STRENGTH & SHAG,'GilLCPLY w/ flARt1H BUILD)NC CODE SECTION 2411.3..3-d. p. CS (d) BSITEECOME SPECIFIC PROJECTS SHALL PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL >_ <.. I a' 1 1 i E` I I i 9. BOLTS TO rt41M X-907 GALVAMAZEb Si€EL, DR AI$I 304 SERFS SfMN).FS5 StEEI, Wflii 3$ tar MIH)ML$f YIELD STRENGTH. THE ENG(NEEN OF RECS,Yt¢ {E,O.R,) iDR THE PROJECT AND WHO WILL I E Rk5 "SISLE FDIC THE PAQPER- O OF THE P,E.O: ENGINEER OF RfC012b ACDNG AS A DELEGATED ENGINEER TO fi41E P.E.D. ENOINEFR• SlW,.r., {j 10. ANCHORS TO WALL SMALL BE AS FOLLOWS" SUBMIT TO THIS LATTER THE SPITE SPECIFIC DRAWINGS , FOR REVIEW -_ I I i i {e) THIS PAD. SHALL " THE WE AND ORIGINAL SEAL AND 51ONATUM OF THE PROFESSIONAL ENGINEER OF ✓' i 1 a . ,.,,.. , :' ..-_..__ .,_. a' ..: ) a' '" 1-.,,�.. _...,.1 {_ 3,• " « i S 3 - it 4 TAPCOH ANCHORS AS MANUFAC UR&D BY ITM, BOLD". U(C. (MIN: t'c 3112 p u3.) THAT PREP i m-- .M, I r^' 1/4 0•-4Ox,31�4`SS. M,S; W1 i .. F�.. F. , RECORD ARE➢ R. CIXNT. , , C0N1L. . , 4`0 2w vSS, LAG. W I a, _ ``' � - +/<" $ X a/a. culcvLN ANCHORS, r A4WUF'AL•T11sED 9Y UEwN.'C INC,MIN, rc-S.aOD PLO, ) - . : .0 -/. / I _ .. t@. SrQRM. PANEL foWUEACTURER'S.LABEL SS%N.i -6E IAOA;EO. a7d A READILY VISIBLE: LOCATION AT STORM PAN' 7N. 1 , , • 14 : N.. Tf 1 N ON EL .-e fifi , 0 I - E ..... L. .% .,-: t d',. W7D) NUT I N 5O ANE1AVl FEMALE O & PANELMATE: PLUS ANCHORS, AS A4ANUFACIUREO BY ELaD CtiNNSiRMCCKNd PR()r7LK1T5. ♦ x 3/J2 W#rO NUT , I t {N ♦ r 32 WING , . ,i ..... 1 / x3/32 1 ,,; r s _ - S ACCORDANCE WITH SECTION IN SECTION 70 FLORIDA BUILDING DCODEAB ONE LABEL SrAW. -B£. PEACED FOR EVERY: OPENING. ti !,. •. k'O, k �- r , ,.,. ,,.: r (Yo+♦3.a5Q pe<t,} 4ABELNO TO COMPLY WtJH SECDDN t 7Q9,B.2` THE FLORIDA BULL OPE4W tr iz ,Iz` De $/ 9 wASIell T 12 T/z ax ) q WA9 R i oNa) WP50 (BEY( w) _. ) 1 +^e rAN�tr I" D.C. ({ a € ( l_ ___n___i.,.-.._.„,.T GONG EvpE: t'4Y TAPEDN 4 6" a.C,3' t i 11' .^ 1 +'V TAPCCfiI O.$` D.G, j 3 s t; •,. S _. j t 1 ,+ : t # . 7 i STA6GfwED W •, t ! '�g/T,, w- g#t� ', t +. ,�I�7 2' L6M,: tk#B'ADED t. 'i `.' t + . t s t 7 i x 3j,72' MNG NUS t 1 i I` 1 7 B'! a 3 ' wlKi NUT AA) MiMAMUM EMBEDMENT OF T,APDaN ANCHORS INTO POURED CONCRETESMroV,k BE 1 3/+" AND V FOR PANELMATE r-y •'. +! w.,t 1 A2 I"1 I q y 7/2•. w nfi€AfER .� I 1 j, nDN AT 4A�ADTN I S , ! _ -?. S R a s Ile D.C. 2'xQ w _ k 1:. _w/wsHER a ((SEYO WL) FEMALE w & PANELMATE PL.SLS, F�' OF PLATE e OF PLAT AT SeFM1DTH L + v , , t - i - wGlm PLATE € - wDOO•P{AE + irz S I I A2 MINIMUM EMBEDMENT OF 1/4-0 X I $- CALK -IN ANCHORS S•NLL BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTD WOOD PLATE L,.,. WOW PLATE a jal6+FitMHIM1iJE 7 I I''Ij<F'A$ikATJE �jb '!f ` ' ) ANY FiAA5tC NATERW. sliAlBE PERMITTED. RBbUWE6 -� MW- TMtREA0E0 FtiErRAT10N i I ) ; F I MIN, TtBtDED PENEiRIGIDH '� +((!+ t/4` ►-20 SS SIDEWALK BOLTS Lf#D SCULL 8E LONG ENai4i(5ktDULd7 ANY FlNhaii MATERt4L EXIST) TO ENC^U,CE 3/!: WAS. tJOUN1fiN t ATtON 11LFEBIiA 7i! ,IIfEr'Utltt PANEL 'AT Mfit aF FY;STE '� 1 " ,(�., r A? M,aMOTN OF PUTE - V--. `. 1 } ,INTO. ANCHORS, A! T% @ JNSLitML---- stME 3j13':1" l� A3j IN CASE THAT PRECAST STONE, PRECAST ODKRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR > SQAlrr'yr..t- I�TALL_I NIIIItlG BATTIK ,WALL,,.,mo .iN FLOOR, ANCHORS SHAL1. BE LONG, ENOUGH TO REACH TPE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL.. +� •' �jCENyt r F 1fNS1 Aty1UMMN1lNf/M 6E AS ACENTINEYt IN CAST A4),H` '• SCALE 3 $ . r ` SCALE p p. TILE/r w , .. T..1 � !i! iJ {B) TO ExL Arc � . sxMi Au w = i / .-, 'GENE GEN ')' Sya"-I `PANEL No. 441$1 SCALE b/B' T Q•, � SCALE 3/B 7 - �• 1. NSTALNATIDNS ARE ONLY WAD FOR BUILDINGS WITH Aso. DO" Lows " ' F FLORIDA BUILDING CODE RI h Velao llulrlcone Z:ona fir" s FLORIDA BUILDING CODE Nth velocity NoFYteone Ion _ 1/4" 0 TAPCOM ANCHORS A5 MANUFA%TURED BY I:TW. BIALIDER, INC, 1 *; FLORIDA BUILDING CODE HI h Vela NMFYIDane Zone UP TO -W5, -720 PSF AIM PANELS LENGTH UP 10 $•-$•. d - mm LINO", wa - F.P. l � �D 4057 = 1 mom W0. 20 GAGE Wd.VANIZED STEEL AOEBI PANEL FP. - t/A' O X. 7/8" CALK -IN APNOHORS, AS MANUFACTURED BY OEWALT &C. I(C -15O0 p,s.I,) o"•, A, aaDMo TASosD. N0. : �r = 2D GAGE GALVANIZED STEEL STORM PANEL Lwoe a s . * = cum an - 014-10 PANaWTE nUALE ID AND PAMELMAIE PLUS ANCHORS, AS MMLRACTURETD BY ELCC CONSTRUCTION � � � 8� 20 QAOE 1IALVANIZED STEEL STORM PAFIEL DRAWN er, 2. FOR NEW WOOD FRAME OOMSTRUCPON: WDTA MEMBERS TO BE SOUTHM _ 1. INSTALLATIONS ME CO&Y VALID FOR BU�M7OS WIH A.S.D. DES+DN UMOS - � - t"� �' � _� PINE NO, 2. W/ SPECIFIC DENSITY OF O93 OR EQUAL- =ic : s_^�•.. ""s -- UP TO t5$a. -72.0 PSF AND PAHEL.'S LE1W IN UP TO W-e, L � - pT%�p PRODUCTS (Pm=2Dtl P it,L) � �..w..�r 97 ST - - GLOBAL PROTECTION PRODUCTS, I.I.C.07/2 ATEwc -- L PROTECTION PRODUCTS, TLC. �+i " {��♦rCOENc: GLOBAL PROTECTION PRODUCTS, 11C. L C a FINE. am UK 6, 51ISEt & FGR !trW WOOD FRAME G3NSTtZ1trTRBl W000 MEMBERS TO BE SOUT+tERN Y' ��ir M MTIC. �4WC5%L iq q ,r TWM.4t aa. •I. ra. Ixe.« orme• x„w IM1alE: DM FL F `'N-slur 20-176 LV'-• PHtE NO. 2, W zD-196 ,.,••' Art NPA Fi. w a.A A P,pwe (964) >44a-nuE� W+DRm-6YFT ! sPLXaFIe DEe;;ttr of sss OR EDuu. .,yc7 .<� flRIT ,o,-rm . r.. r aw .ri•.wt _ n Dam .N-1.n 'BpD •as, s1 msxr 20-176 . NR AIYh >ti, r ao srLwA R aelr TAAxK:. (xa*)e6r-rl+s. FAx: (Msr)we•mIY yaD+}NN'�IHO, tas4De4v 65'Q Lp1 Pr r►ra°`" n. DOMINO hx `'"' AFT I�AL - rA aoaeTle 4ER A txLif, Jt.. PM: 1♦) `.x «. MHIIA\ , ° SUIE%@Al[ WK19P A 3r, P' n- ,4. a,e ■r.. rewrK' ba aBWNra NP. PLC AkisIRNNu"VE q-DpO67ia b1,11.A1. ,s: .we RRNNIA7 N.. 1WV.1EA A TWO[ Vr; P.E.. .,. +, ♦ �: _ 2rflbT: H M 2a _ e. - : .. t+WEY fd M #$ _ 41f6F . t- _ • -�. � aBEl 2, 4F 4e COMPONENTS EQR SERIES 2000 & I OO j E-Z HANG STORM PANELS (SCALE 1/2.1' •-----2.551-- _.�..�.-,.�..-.-._.. 1b.1B6" (TOTAL wroTH, �__..y..�._.-�� k-- _...;xasD' p---2.591"-•� �.. 2,250 iE I /„w, 1: 1.390"•-^ i't.. � it -, t-.IJSD•-., ',.500' 1 `lf, a"•'ST' / ) D.OM-aALVAN@D THICWOOK EOGE 3,$1DD. ` * 6RxoE sc 1114INDM MAIL I j =RiI PANEL 1 Z47D ­-1 e REVERSED "hW TRACK REVERSED -U" IRACK PANEL'S EMIT '✓ `' lJ _UP W/ HEMMED E&ZI- 1 � t. HEMMCA ).--'� ? 3-LSD• (i ISOMETRIC VIEW DETAIL AA 2.000` 2.000' ROUNDED CORNER O ENDS OF PANELS END UP W/ HEMMED EDGE (N.T.Sj J L_..., 125• I I Fill { }�,l -ir.125♦ 6061-T6 Atunl. ALLOY A TJ(V� 7' ,ass• (TYPO �: ' I�' CEN,y ••.;�' CJ L No. 44167 - ; # ? FTAWDA BUILDING CODE 'VoIgafty Nurrtcona Zone ATE Of r a 1"' 0 Bz 20 GAGE GALVANIZED STEEL SCIIIiM PANEL FA. 0"N or • -. 7 +� 'x3' ax UM. ANTE 8 STOP BARt {�� J!I .A.D. NAL IL lE:CO3mc; GLOBAL PROTECTION PRODUCTS, LLC 91" LONG 16063-TS AlurnALLOY „ / AN 11414H2030 �w•:. z1P`m .+'.. a- ,r aM 41 sx sl siFAEt PIII& (ae47a 234 6,6 NW -ant 2.0-T76 PE. Vx/mArtmo TS CA-DDOaFiti 'WAn[I A P,I,G A' I aae pRwAMD Na x a . � - 3"W aR A 26 '. .3'/24p {SSE MOTE 2 eskap V/24 * 11 4 /2a11r. Q •/ aR-Iw-& 0 -- --. - �j (S¢ NOTE 2 1 60 K V . IFLOW Vic: sEanods ai srwil'iI ® Woe ""`"- ,• Mk. ISLE MSE 3 .InI WEW/ �+ • ?� - • LAgT p{NEL, Oj m BE F7STALLED !1T $A aFNarPn SiKLLI. ALitAvs BE $ WJ/ RE'M ... Ta FAgL1TATE iIUTALLATNON �.:. K TO 8E NSTAILEO FROM ' saMa a/9z' « t` INSIOEaF SFRSxiTURG I.a1+' w., 1 artOw/OR.W�l�J•Q SECTION A -A edLf 5/52' bM1E5.: 0j. DFiI+mnN TSP 5EPIca D+VLO, E - Z lrAF4G STORM PATIR �SY5TEM C(3N9isflNO OF PANEL. e C9Dl. TF7ACKS BO TOP (2). }LLD AANE{S SHALL ALWAYS � aat,NEaifF Ta BOTTOM TRM9,G OTHERWISE A STOP GAIN ((tj SHALL BE PROVIDED AT TOP OF SUCP.P.WELS. (s), IF END PANELS ARE 00IW4EGIED TO BOTTOM TRACK, COIN„NYLON SHILL CONSIST OF (/A""0-2Ds3 +' M:S. W// 7f$'Fx3j32' WING MRfr OR 1 4'N,3/4` Min, ICTD TAP�BDi-7aN 7EACK. LOCATgN # FASTENERS �Y BE AT EITHER OF TWO EXTERIOR FLAT FIANCES OF END PANEL. (4). I4 CASs THAT END PANELS ARE HOT CONNECTED TO BOTTOM TRACK {ia. A STOP BAR IS ONLY USED AT TOP AT LEAST TWO PANGS 5MDLLL BE CONNECTED to BOTTOM TRACK USING SPECS #BxCAT ON NOTE (3) ABOVE. IN SUCH EASE, CONNECTION OF PANELS low 10 :BOTTOM TWitRC MAY OCCUR AT ANY PANEL L0CA17OM. (S) SEE SECTION 1.•, 3' a +•. ON StIEET 2+. SEE ANCHOR SCHEDULE aN SHEET 2$. _.-... i[1YIIIKNIa1R1IISASIIIWrl�lle�31[�fi�A�1I��WMiellgSlM�aMllsllt;....� "`^"'-' L 1 � 11liiRiiwllROtR RllilT! .L. ROMSIDE E To * 7 LTyP.) MAy '_"i--I?'•e` _ (,ATE l.(Sr.LTKxN AT END � �� ijM' 1 ifY I AT (ND PANp$j B4tvWwr PAIEtSy^,- t$' � LAST PAWL TO BE INSTAit®M EACH afMOaMi ALWAYS BE P D W REM 4MNDLE Ifl FAWMPxRi RlsrAauT14W 4YifIriBE� lad#TS FROM -jr,/.. INnc dN• u+• Ne= GAP 1 SECTION B-B �r'E�m ANAL (i)..OEFINITT(Ki� SERIFS:. tOOD: E - Z HAM STORM PANEL SYSTEM SXRdSiSRN6 OF PANEL M ,ant, TRACKS AT TOP & PANE1.MAlE PLUS ORTVLLNG (ZJAT L30TTLDM W/ PANfLMATES, (2) � SMALL, G ALWAYS � B�wCY/ANWNjEC1T5E,049a�+TB/JS.'/1[�AT�BbTT�jO�M. PMlEL9 SHALL BE MR OR OR�N�Esi�i- ��N(n. T�4ro-s0r4s 4IaT0 TM�PEO/ "2�' {!�'CFPT As bcscraBED OEND N ( (4 FOR CASES WHEN END PANELS ARE USE JOINTLY Wj 15^ LONG ia) AT Bl1'F F'JVffLS ARE NOT CnMMIEi9E0 TO DbiTOY tRACI( STOP BAR NSN'Ml1 8i PR0110ED AT 70p OF SiI2f PANELS, (U Md// S ET7 fl02DNG MEANS �NPMIIESp OME Nl'�Bt�3Y SI1D„� iNSi0.A�M10ESY W TMMS K SI# � iLEVAflO�B[ON�iJTL�, WiR:�' 3TD�D/EW2SM.1 Ntl7' � TT�ATAIAUCEN7��P�AEFI� TE LEFT & R(#TP SLD IATE� 1 �A� D ri� OVt]iOAPS R,ETANEO BY �. R PANEL INTO POURED CONCRETE Q U O U '�'^ LLJ = Z Z J SHEET N0, SH 1.2. VAX" A.D. Vox. PMINIMUM SEPARATION N TO %1jr.Aff 70 GLASS MN06 -S&D, -753 70' OR LESS 2 9/16- BOLTED Z`w a 46&CL -7&3 70' OR LESS 2 ?A- MYED a Mrong(P;6Y =4- OF?:5. PANEL M-S A, WINGNUT AT OVERLAP4OX OF PANEL LENGTH &SA PRESSURE RATING MAW" ANCHORS sPAM FOR E. m v 3 I/V APPLICABLE 70 SECROMS ANY 'DOMMO11 &TION OF YNEM MAXIMIAM PANEL UDWH L* (K) TAPOOM GAuX­4N FAMELVATT FEMME 0 PLUS TO CoRmn ITO 10c0ocRM 110 COMORETE OLM 70 co,mim TO CONCRETE I O ONCIE, ITO CONCRETE 12* 12' N/A 12' N/A 12* N/A V III 2 Icr 1. 51 1. 4' TOM) 12, 3. 127 51 11* +66.0. _115.3 NIA, N/A N/A NIA N/A N/A 70, OR LESS 7' N/A 1 6 1/2- N/A 4 lIr N/A 4 1/2' N/A 3' (Top) Tr N/A 12' N/A 9 lIr N/A a 1/2* N/A S. (saftum) TY N/A 12' N/A le N/A 12' N/A 4, (TOP) 12' 12- 19 1/2' 1 ll* Ir 11" 4' (BOTTOM) I *UWM'W INLO W. AS. OEM PRESSURE RATING. llkllt SHW 26 MR ANCHORS TYPE & SAW. MR PST*L~ KID WOOD SPACHISS AN MINIMUM EDGE OMWONE ARE 01MATEG ON SCHEDULE. MR tO. LOS THAN INDICAM ON SOMMILE MUM MOM VACM By MULTIPLYING SPACING SHOWN ON SCAM" SICK FOLLOWING FACTORS, M THIS OPOMMU TO BE POSSIBLE, POWDEO IMAGING OBTAINED USING Ph" SPAU Not OF IM It" M011MUM SPAQ04 INDICATED FOR OWN ANCHOR TYPE AT ANCHORS LEG M Amam m T_ o, mmm VKw Di) 3 J 3 21/2 mwwAilP, jow� 3 1 a 3 4 A cmwm ra f9m I -1 Ill 1A6 HAD -W CMV EWE A r ---- STORM PANEL -- --------------GETAUL PALS 90" BE INSTALLED AMAYS FROM LEFT TO RIGHT W/ 1/2' LED At END AT LEFT SIDE OF PANEL + REGIMES Mu DISTANCE SETWUN WITOM AND 0 TO W_' Iw 112* OF PANEL ++ RoGuREs UP. DirrAw BETWEEN BOTTOM OF PANEL AM 70 BE COMPONENIS EQR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL, SnIEMS (SCALE 1/2-l-) OGTAL WWW)--- _U.50o` yftr 4" I C SIX _,M--.j .125' AmnS sw LIP ROUNDED CONNER 0 ENDS OF PANEL S ENO UP W/ HEMMED EDGE. wF- TRAM ANGLE WITH STUD P cALVAartED SINE( 1. OR (NO w lormm OF P MM KEJ ROLE WASHER 3.750 O72' OYP-) .7w 3IOS-HI54 ALUM. ALLOY KEY HM AT PANEL t 3 SVE SHEET 5 RE ADDITONAL .8 LIMITATIONS IF SLEEVE WIDTH IS I A*. ONLY V" FOR INFULLAT)ONS 060 I 12 1 so, .373, crypi MAXSLEEVE 2 1 wow mUCT%jRm 2 2V m &Owl M-0 REV. `N' 14EQER U '' HEADER 790_I* MIN. TO W* MAX SLEEVE I aLtYiiR ..... IN WA.�UOSIiY. PANEL H"GER 0 I X w1am (USE ONLY kR Eo4 HANG STOW PANEL .470- SYSTEM) 6063-Ts ALLAL ALLOY 1.125, ow 123' �. 4, r-L -1 2. EN Mi @ & IWILD-OUT F ** TRACKfff"W1HONUT 13S* f.270, I r-a.dw 'N' HEADER IN ETAILS FOR REGULAR MEL(D INTO POURED CONCRETE 98 CONCRETE IM STRUCTURES ALTERNATE CONCRETE CONCRETE ANCHORS WMINII POURED CONCRIEV OR CONCRETE BLOCK REQUIRED. EXISTING POURED CONCRETE ANCHORS (Smm SCHEDULE I* Not now Iwo I CONCRETE ANCHORS _ e 2 /r --;w Mal, I. PANEL LENGTH GLASS I ON SHUSCHEDULT 3E -11 SSPAV I SEPARATION X-- 70 GLASS. I SHEETS FLUON ON TO CIA%, (SEE SCHEDULE fA & To WR sow I (SEE SCHEDULE ON% 04 3) SPACER ANL SHEETS) , - ME SCHEDULE UNM W 7-1n PANEL LENGTH 'no" om 7-0 ON SHEE7 3) (SEE SCHEDULE SEPARATION ON SHEET 3) 'I 1( TO GLASS, CLASS -I SEE SCHIEDUU: g ON 1) ;t-m OF V OF IV mw MAX- $PACEN, OF V U347H II L I ee I t/4- 04� i CONCRETE ANCHORS CONCRETE ANCHORS (SEE ScKOuLE ON (Sir SCHEDULE ON Em. 11m POLM OF WALL OR SLAS SHEETS 9 THROUGH SHEETS 9 THROUGH I 1/11- LONG VAX ALUMINUM CONCRETE 1� 7M �-*2 REWIRED T. cONwTx*) 0) SPACERS 6 C.C. VALID FOR �X' POURED CONCRETE ALL DE54N AND PANEL.. IRM BLOCK CON MMV4 POLIgm coNcRrrL LENGTHS PER SHEET 3. CONCRETE ANCHORS PEOUIRE,L OR CONCRETE BLOCK (SEE SCHEDULE ON LONG ALUM" SPACERS 0 t ON in) SHUTS 9 & m) woumnma qUu OUNTING WALL MOUfMNQ /DIRECT MWt]T WaPACE0 OR IQ MAE& affisi ON 5 LE 'veloofty FLORIDA BUILDING CODE (Won High Hurricane Zone) diam TLWM Im FA. ' O. 44167 24 GAGE GALVANIZED STEEL STORM PANEL _NOTE FOR CDMBJM=,OF SECTIONS GLOBAL. PIWECTW PRODUCTS,E.D. EDGE DISTANCE STATE 0 (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE Oflt .m s* 01 SPw SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY _F, FL M14 PHOW_ 20-175 INSTALLATION. Imoom Na INSTALLAMN DUALS FOR SERIES 2009 & 1QQO E-Z HANG ST RM PANELI INTO EXISTING WOOD STRUCTURES :/4'0 L40 Sm" a r at W/ Tol/2* MI,, TMADDO) FETE v or- W/ EKWr#4 SIODD '*A=. rw *00 PENETRATION 09 "Em TO aff"m wow WAMrT SALs. Ot MD OF.(D I V, AND Or kci' JIM 1/24 1/4; T W/410 ,I� samen a a 4kr TKA415`0" w HOPE IA BOLIDW) IaIY. THREADED PEN N 0 OR SON low Wow 24 WE FLAT OR ON Eat 1, iNSTAILATIM ARE VAUD IFOR 90 AND AtLqWUX4NQS WITH IFION LOAM UP To +w.O' AM UP TO V_ 2' FOR NEW WOOD Elm PAVE VIP, 2. W1 To ME SOUP NERN HOP AS HXX) OR 2WO MGtwf M40" TYPE ON ON Top & BOTTOM MEANINGS CAN RE COMBINED 04 ANY Why TO SUIT ANY WSTILLAWN, MAXIMUM PANEL LENGTH L+. OR L-.. (ft.) a MKID" As,!X PRESSURE RAT1Na. CONCRETE & *DOD INSTALLATIONS t 2a0 I"* W-01 2so 33-0 to, lo'-Q' Sao fto a Cad r-7* fto #'-v' r--4' Sao 71-21 e-71 ft* I - - - Pao #'_91 s'-e tmo 91-31 slap EVE)", ill rE M/ TVA 12 V2- O.C- PLATE WOMrED R ON SINGLE PANES Ali AT WH END *TTN_TM= M %RECI MQUbM A LWH ENO* Q MAXIMUM PANEL LENGTH -L+- Olt -L-- (ft,) a MAXIMUM A44, RATING -RATING (+ CONCRETE a VOW INSTALIA-DONS' t I zoo tall 121-10, 011-r rAd i0-1-101 01-01 4av 01-81 9�121 4&O 0'_I* 41-P, 610 71-e 1-1. 7'-3' 6'-111 Itail ?I*-Ol 61-51 at'a 7-0r fil-j' Ilso 6*_11 5-w load 6-3" I 5'-2' Joao *'-e- MINI UM SEFARAT" To GLASS SCHEDULE MAXIMUM" UEN PANEL WAID SPEED 170 MP'l, WIND SPEED > 170 M,PM I) UL8tE514WNmj N&S"Al"m UNRESTRAINED RESTRAINED 30 OR LESS T­1'7- r 6 1/4- >33 70 go 7 1/2'- 7 1/2' >90 TO 145 1 I 7 I/X' 7 Iq. II r4UrU k10%iHATlUft #'ftJJftMnM I [fal THRIADED POICTUATION ,4.1* Lks Ek END or wAfL i/2* 1/4-0 LAC SCRM # C MQ, W/ I I= THREADED FTNEINAM TO wow WAGER. 4. M #14.1mSSwo ' 0 ALE, or 0 "01) HEADER --- aj ?r32 No NOT 0 r Ga it, -SUPARATON- To 41,"m y4-'2w^- 2 61lar MiP. • TO CLAIM. EVERY OVERLAP Ry EVERT i I a a 12' PIC. r PosJ rs GmA.I i " I---- A IAdy-11w, /c, L L t,ATM NOTE YA W/ /4'0 LAO SCRIMS 0 $PENT* RAPIA 04. W1 (2 MMO W.4' WOW AT REQUIRED FLAT RA*VwY OR ON a" BU112-.q Ma 1014- ILYWOrAtOMALTERNA Kmt SCALE 110.1, It, FLORIDA BUILDING CODE (HI Valodiny Hu no Zone) 20 GAGE GALVAN(ZE0 STEEL STORM PANEL rp. - /r--T,-LTE-co INc.GLOBAL PROTECTM PRODUCTS. tim. a & I ANY n- 3"14 PINS I .1 =- A-1 ")PI'll-low 20-176 D9000., MAX (SEE SCHEDULE ON WIN.T-1 SHEETS 9. to All) 6 MR. AS 0.1/4. 3/4, 4/5, 5/5 AL 6/5 JW/6. 2W/5, 3W/7 & 0/7 3" MAX 11 Met. O '-I --T-r- -r--7-T T 7t Vs. m.s. aw (SEE SECTIONS ;1 OVERLAP L lal 1i IL �: 1/4. 3/4. 4/S,5/51 I;/!$ 2/4 W/C 2W/S. 3W/7 A%ttli -AW.40AS (SEE scom" ON SPEED; 9, To REGULAR STORM PANEL M ELEVATION (2) PADOEDURE TO DETERMINE MAXARM AIAEL LENGTH: MAN A POMM AID. DES" LOAN. DETERMINE VAXWN PANEL ID61H 'Lt* FROM FINAL (3) SEE ScHmu snow FOR.INN, Pon LENGTH FOR POWs" GUALWATION, Me I t WALATIONS INTO WOOD ARE LIMITED To x 95 P.%J. MAX AAA DESIGN PRESSURE RATING 44167 TOTEiTF 74lum w- 0� Mtie, c, 1 24 GAGE G&VARIZED STEEL STORM PANEL wmw sy LOBAL MN PRODUCTS,TIM PROTE4m SA 51 snw PN,e, 0w.)m--ybw I** (05,)W#.wv 20-175- INSIALLATAN DEIAIU EQR REGULAR MNEL01 INTO WOOD SIRUCTURES MTft WOOO ANCHORS r_ O GLASS. /-Tsm SCHEDULE ON I(SEE SCHEDULE ON SHEET 3) SHUT i 1) > (1) --- I EXISTI PANEL LENGTH WOOD ANCHORS I smavir �=__ _L FOR MU SSCH�EDME ON ON sow I 1/4' SHUT .I V.#if MAX or I WOOD HE8_ IM-t 2" D I E0 LONG ALUMINUM SPACERS 0 12 1/2- 11-C, "SEE WE FOR 11 SEPARATION MAX, 1 1/2, LOW SLam, I MAX. tI 1-( TO GLASS. - I PANEL LENGTH I SIX SCHEDULE (SEE SCHM" ON SHEET 3) ON SHUT 4) ON SHEET 3:1 I&M FEMALE ID OR FARM WYE -0 -1 LI PLUS (SEE SCHEDULE ON SNIT t}) It.& 80176 2\ I EXGE7lNG o ED STINC I1EPAGRLAARMS MASS GIASS (SEE SCHEDULE, -PLATE REQUIRED It I ON SHEET 3) Diffm mo W.1 SPACER 6A I---ALTERNAME 2W' 3/8-1, ' SEE WAILI ON SHEET T I FOR " PANEL LENOTHIS dt I0 12 1/2OC. It OESIGN LOADS FOR THIS INSTALLATION. t .0 Or''S." I it A 9 12 I/ O'r WOOD ANCHORS ST=w/ STUD (S ON sA W BE I t1r I" W. I SHEET 11) 4 IN= TO A ONE stSTORYluawm WITH Ir-or Purr tt 2'x4* wu I I MWx ROOF RBwrr15 A MISTRIDT100 FROM Of "TE RECUIR5, OUROINg Now wimim ON Vert 11). I;W1N, SEFARKININ Q1A1$ INNIAMP C N STAGGERED W1 STUD WWD (A Almawn 0000 lkw TWA =WE FIEMM& la OR REQUIRED Ifs' (SEE SCHEDULE ON ISHEET 11) I A 11�4 `t2t/2' U, VA004 =V�Qoli A% DESIGN PF40MM .8% -0 Rif - (3) VAX 24 UM PAM LOOM 6 UM='M W At ANY OPENMG !ILI =.I A Acomm" Few I~ fmm "Noun ALIGNED w w m smmm PANOL UMTH a WALL MOUNTI RE MOUNT IM sIw iq V LTENflNG&MUE, 2W (4) X LONG WAM'COMPENENT JIM VOLL W AS VOWED ON A L INGIALIATION w t a Um 9%" ALL Its ONL SCALE I., a DVVM Of AM ETA MI:a.B 119 . cm Once) IN THE rulftu SCALE 3/8-1- VANS Owur I" MIND NOM, FLORIDA BUILDING CODE ("on High Uoolty Hurricane Zone) RIW1, INSTALLATION ARE ONLY VALID FOR MAX. AS.D. T". NO, 44167 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS TOP & BOTTOM MOUNTINGS CAN BE As PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN AW WAY TO SUIT ANY ALTERNATE 2W) STATE 11LIE COme. GLOBAL PROTEMON PRODUCTS, INSTALLATION. am FL =m Z MR NEW WOOD FRAME CONSTRUCTION: WOOD 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC M. (ft-Wag-'sm ms" or m5s OR EQUAL. I GENEML N= �����A DOCUMENT (P-FO.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE 1/4"o TAPOON ANCHORS, AS MANUFACTURED BY LTW SWUM, INC WITH THE 2OZO (7th WITCH) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL MIT BE INSTALLED AT HIGH It*-10 PANELMATE FEMALE ID AND PANELVATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES {MARL -DALE I SUROWARD CCUN"ES). I LAC SGREWS PER N.b:& DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION I $00 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND �4V 7 HV# . 5/5' WOOD BUSHING, AS DISTRIBUTED Ill ALL POINT SCREW. BOLT & SPECIALTY CO, SPEED AS REWIRED BY THE JURISDiCTKIN WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIREMONAL41' FACTOR KD-0.65, USING ASCE 7-19 AND SHALL NO VX41EW THE MAXIMUM (kSM.1 DES" PRESSURE RATINGS INDICATED ON -EETS CJ) MINIMUM IME40M PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND r FOR ELCO PANELMATE PLUS 3. 9 IHAU 12 & 17, i4L AND PANEUPU FEMALE IV. IN ORDER TO VERILY THE AWK CONDITION, ULTIMATE DESIGN WIND LOADS OrYMMED PER ASCE 7-HI SHALL BE FIRST REDUCED TO "O, DESIGN PRESSURE RATING BY MULTIPL,Y(NG� THEM BY 0,6 IN ORM TO COMPARE THESE W/ W, (00,11) CJ) IMJOMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAY UNIT SIALL BE I I NO THREADED DESIGN PRESSURE PAU45 MC41ED ON $NVM S, s THPU 12 & 17. IS, PENETRATION INTO STUCCO SH64LL BE CONIMOO AS PART OF THE REWIRED ll4READW PEN M, IN ORDER TO VOW THAT ANCHORS ON THIS P.U. AS TESTED WERE NOT OVER WRCSSEO, A 339 INORPSE IN ALLOWABLE STRESS FOR WIND, , LOAM WAS t= USED IN THEIR ANALYSIS. FASTENERS SPACING M WOOD HAS BEEN DETERMINED IN MINNUM EDGE INSTANCE OF L40 SCRE". INTO WOOD SMAU BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH, NAXS. 2018. STOW PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECT" 1609.1 2 OF CA) MINIMUM PENCIFLITION OF WOW allSHING SHALL BE S/8*. fle 11-20 SCREWS USED SH41 BE t ]IV LOW MINIMUM THE ABOWMENTIONIM CODE AS PER AMERICAN 7W LAB Of SOUTH FLORIDA REFORM f0514DI-GI AND 1021942-09, AS SHOULD STUCCO EXIST, AND I' whvAN FOR WALLS WITH NO STUCCO. PER SSID 2-0 It ASW E 3250-02 STANDARDS, AND AMERICAN TIESTING LAB SOUTH FLORIDA REPORT J1123,01-10 AS PER TAS,-ZOI AND TAS-203 PROTOCOLS. AND AS PER -CALCULATIONS PERFORMED IN ACCORDANCE W/ SECT" 1604 Or THE 05) #4 CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO 00 WOW 610AAas W FOUND ON THE EXISTING FLORIDA EKJlLDfW COME WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN CA), C2) A t4) 2. ALL ALUMINUM EXTRUSKM TO BE $00-IS AUDY AND TEMPER, (UNLESS OTHERWISE NOIED), SEE SHUT 2 (0) ANCHORS SHALL BE INSTALLED FOLUDIM14P0 ALL OF THE RE)COMMIENITATIM AND $PECIF"t*AS OF THE ANCHORS MANUFACNAER, 3, ALI. ALUMINUM SIM METAL USED AT CLOSURES SIALL PAVE 340"14 "OY. a PANELS WAY ALSO BE INSTALLED HORIZONTALLY FOLLDNANG INSTALLATION DETAIII5 SHOVIN ON SECTION I VAWW 6 (SHEETS 4 4. ALL STEEL SHUT METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTU A-453 DRAW 80 MINIMUM, 0-60 OkLVANIM THROWN 5) EXCEPT THAT MCAOM(p &(D SHALL NOT BE USED, STEEL MIGRATION W/FY. 021 kW (AFTER ROLLED). S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE MUGFW WHERE SHUTTER IS TO BE 5. ALL SCREWS TO At SUNLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COAXED CARBON STEEL. AS PER CAN ATTAMW 110 INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME BUILDINGS, SOCIS 56 WI STRENGTH AND 90 ksi TENSILE STRENGTH AND SHALT. W1 FLORIDA BUILDING CODE SECTION W�. 241 10 EACH REGULAR STORM PANEL Writ LENGTHS OVER 90'. AS PER SECTIONS 1, Z 4. 5, 6 AMP ALtERMAnves iw, SW a 4w ON SHEETS' 4. t 6 & 7 RESPECTIVELY: SHALL HAVE A LECIBLE AND READILY VISIBLE MARKING INSTRUCTING DOER OR TENANT TO 6. BOLTS TO BE ASTM A,-5Q7 GALVANIZED STEEL. OR AN 304 SERIES STAINLESS STEEL WITH 38 k. MINIMUM YIELD STRENGTH. SECURE PANELS WIT4 APPLICABLE REINFOROWENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS To WALL SHALL EIE AS FOLLOWS, I 1. THE 04STALLATIUN CONTRACTOR IS TO SEAVCAUL9 ALL SHUTTER COVR04M EDGES WHICH REMAIN IN COAMWOUS CONTACT WITH THE BUILDING IV PREVENT WM/RAIN INTRUSKOL (A) 5AI/Wo %T*1CUW �ANPRM AS MANUFACTURED By LTW. aviDex INC, (m"' '"4192 12, MAN PANE. INSTALLATION SHALL COMPLTWn4 SPECS INDICATED IN THIS DRAWING. PLUS ANY BUILDING AM ZONING REGULATIONS 1/4- 0 Y, 7/8- GA1.K-1N ANCHORS, AS MANUFAMUNE0 BY OeWALF IN!_- PROVIDED BY THE JUMSDICTICIN WHERE PERMIT is APPLIED TO IM0TO SOLIC-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SC"' BOLT & SPECIALTY CO. (1 f'�Sm P44 t 5. PRODUCT VALUATION DOCUMENT (P,LDj PREPARED art TI#.S ENGINEER IS GENEM AND D=, (TOES APROME INFORMATION i14-10 PANFUMAIE FEMALE 10 & PANCUMPIE PLUS ANCHORS. AS MAHLIJACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPEOrIC PROJECT; N.M WHERE THE SITE CONDITIONS DEVIATE FROM THE P-M I/rO ZAMAC NOUN MOMS, AS MANIA"AICAIRM BY MWALT, INC- (b) CONTRACTOR TO DE RESPONSIBLE FOR THE SELECTION, PURCHASED INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT A I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BF I SIC; 2* FOR ELCO FANELMAXE AND BASED ON THIS P.E.D. PROVIDED TNEJ5IIE DOLE NOT DENRIATE FROM THE CONOTTIONS DETAILED ON THIS 00GUMION't. CONSTRUCTION SAFETY AT S(M IS THE CONTFAC'MS RESPONSIBILITY FOR ZAMC NQUN ANCHORS. A,2) CAL X-IN A. SOLO -SET ANCHORS SHALL BE EMBEDDED 7/6* ROD THE POURED CONCRETE. NO CIAMMIEW INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED 9WAUD IF MODIFIED STUCCO Sfti� HE PERMITTED- J/r 4�20 SCREWS USED SIMILL BE 1 1/2' LONG MOM"M SHOULD STUCICI EXIST, (4) SIM SPECIFIC PROJECTS $KILL BE PREPARED IN A rLORDA REGISTERED ENGINEER OR ARWITEK7 W141CH WILL BECOME' THE AND I' MINIMUM FOR WALL$ WITH NO SJUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SIGE" W/O HEAD, ENGINEER OF RECORD OR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WIND NUM PROPER USE OF THE OF MOM ACTING AS A OELOATED ENGINEER TO THE pzo. ENGINEER, SHALL SUBMIT 70 THS LATTER THE SPE SPECIFIC MWINGS FOR F"AV�, A.S) IN CASE THAT PRECAST STONE. POZAST CONCRETE PANELS PAVERS, STUCCO OR WOOD BMW RE FOUND ON THE EMSTIVIC WALL OR FLOOR, ANCHORS SNAU, OF LONG ENOLIGH TO REACH VIE MAIN Srftcrm BEHIND SUCH PANELS P.E.D. SHALL BEAR THE WE AND ORIGINAL SEAL AND SIGNA'aft OF THE PROFESSIONAL ANCHORSHALL, BE AS MENTIONED 19 A.1) AND 04 A.2). ENGINEER OF RECORD THAT PREPARED IT (0) 14. SHLtTTEA: MANUFAMM'S LABEL SHALL BE LOCATED ON A READILY VVMX LOCATION AT STORM 1/4' It TAPOON ANCHORS AS MANUFACTURED BY 1. T, W WILM. LAC:PANEL UTTER ACCORDANCE WITH SECTION 1709 9 2 OF FLORIDA BUILDING CODE ONE LABEL SHALL SHBE PLACED IN FOR VERY � OMWG� LAI]CUNG TO WIN SECTION 1`709.9.3 OF THE 1/1� 0 . 7/11 CALK-fN ANCHORS, As MANUFACTURED By OEWALT, INC FLORIDA BUWNG CODE, 1/4 It X 3/4' "SOLID -SET ANCHORS, A$ DISTRIBUTED BY ALL POW SCREWBOLT & SPECIALTY M #14-10 RAWAMATE FEMALE W AND FANELMATIE PLUS ANCHORS° AS MANLIFACTURED BY LLCQ CONSTRUCTED! PASO 1/4- 0 AMAC NAIIAN ANCHORS, AS MANUFACTURED BY DEWALT, INC T EOME MINIMUM MKNOF "IiM, ttCl) PANELMATM AND 14MIC NNUN ANCHOR. (KID THE _4 0.1) MI�t N - 0 FLORIDA BUILDING CODE (Man High Velocity HMrricone I BLOCK UNIT SHALL BE 8,2) GALL( -IN & Soutt-SET ANCHORS SWILL BE EMBEDDED 7/8* INTO THE CONCRETE BLOCK UNIT, NO %,44-67 3 Wc 24 GAGE GgVANM STEEL STOW PANEL fA vAl"04 Mccc SHALL BE puwrfm. 1/4, 0-20 SCREws USED SHALL BE I I /V Low MINIMUM SHOULD EXIST, w OME AND I' MINIMUM MR WALLS WITH NO STUCCO. STATE I I, . ELS) IN CASE THAT PRECAST MNF- OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FIT FO p IrT, Ll c 0 GLOUL PROTECTION PRODUM U.C. Im *. $I s1 TT EX*TWO WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P ANCHORAGE SRAU. BE AS MENTIONED IN BLI) AND IN H.2). L 'J" AH ps� aviLlwainn/miE I INSTALLATION DEMLS FOR REGULAR PANEL I INTO POURED COMM OR CONCRETE BLOCK STRUCTURES CONCRETETWG POURED CONCRETE _�IST'AKi POURED `fir GONGREtE BLOCK REOUI#EG, CONCRETE ANCHORS cmmm ANCHORS (SEE (SEE ON- SW-t7S 0 THROUGH 10) POURED SHEETS 0 "DOD" 10) f- CONCRETE OR 4) II Cowwm Koum, 1/4 NRETM404M (SEE SCHEDULE ONN SHEETS 0 1 Go) I AE 11 1 __(j) 1 ON I S&',$.%TKW SEP TO GLASS. GLASS 00 (SEE ftlimk' 4(SU SCNMXU ON SHUT 3 ON SHUT S) EL TO CLASS. PANEL LENGTH I : ON SHUT 3) PANEL LENGN CONCRETE ANCHORS _+:� � i -I ism SCHEDULE (SEE SCHEDULE (SEE solebULE (SEE SCHEDULE ON- ON SHUT 3) ON SHEET 3) Q 11 u SHUTS 2 THROUGH I I OF V 11 GLASS Of v @ 1 MAX. I 12 Or. OR APFUCAIILQ� COW" ICONCRETE AacHORS -VaMlm 1T% Ste. at "- . . . - I (SEE SCHEDULE ON IIREDUIREM .... . ...... SHUTS 9 THROUGH 12 ll Im TERNATE ONLY Wy/ *ONLY WHEN 'O & CALX_1N AN. LEG LOCATIONNNEN POURED CONCRETE ARE USED W./,& OFt CONCRETE FILM =E=� AMC ALTERNATE CONIC CRETE CONCRETE ANCHORS ARE USED, REQUIRED; ANCHORS tsm SCHEDULE ON VAGGM W/ "d-, (SEE TT%tEOINlE ON SHEETS 9 THROUGH lay MLL MQUEMN WALL MOUNTING DIREct MOUNT SEMON 2 SCAM 3/8-1* SCALE 3/8�i'L 5m'A FLORIDA BUILDING CODE (Non fth Whiclivy Hu no Zone) Ja 7 GAGE GALVANIZED STEEL STORM PANEL 0.4416 BMW r'. COMBINATION QE 0�* EDGE DISTANCE 11LIECO INc.GLOUL PROTECTOR PRODUCTS, LLC. TxTE WE SCHEDULE ON Top & 90TTDM MOUNTINGS CAN BE STATE 0 010 " S, SHEETS 9 10) COMBINED IN ANY WAY TO SUET ANY -175 -Z.D 20 jNVIALlATION.4Ai II INSTALLADON QUAILS FOR REGULAR PANEL I INTO WOOD ALTERNATE LEG 4*.a* M., W Aul"mm ADEDUACY OF EXSW40 WOOD BEAM TO RE CERTIFIED BY OR --rANCHORS ALTERNATE WOOD ANCHOR5 r__ i I/Iw my WAS" Now . HEDULE ON {SEE SCHEDULE ON SHUT it) 12 I PLC IWOOD HEADER .REQUIRED 100 fl ww ANCHORS k 1 (Sm SCHEDULE 6w- I 04M 1 1) EMANATION TO SCHEDULE It TO GLASS. ON stim 3) SET'AFATIONI ON SHEET 3) (SEE SCHEDULE No, :I I PANEL LENGTH =.11R 1� 'rie FA (SEE SCHEDULE PANEL LENGTH ON SHEET 3) SCHEDULE 1 (SEEON SIM 3) - -t-- - I OF V OF 'V MAX MAX 0 12 1/2* O.C. NO AUI LIMB 9fAlf: 6 I 1/4' WOOD 2.4 WOOD CK REGURRED ANCHORS ­WWO WIND ANCHORS r­11, -- (SEE SCHEDULE ON SEE SCIDULE I I!A i rtEILIRra AND UVR MOUNTING BUILD -OUT MOUNTING ALTERNATIVE n ALTERNATIVE 4W SCALE 3/8-1, "; into SCALE 3f8-1' AA L k % NO-44167 FLORIDA BUILDING CODE (Won smugh val"ity HU cons Zone) NNE FOR 1 *: t. INSTALLATION ARE ONLY VALID FOR MAX. A,,S,rl. f.p. TOP & BOTTOM MOUNTING$ CAN BE m . DESIGN PRESSURE RATING Cp-%f AND PANEL LENGTH$ it I 24 GAGE GALVARREO STEEL STORM PANEL ORMIN at. ii OFMt COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 1_r - INSTALLATION, 2. FOR ik let - 071w/am NEW WOOD FRAME CONSTRUCTION: WOOD 11 . - 11LIECOIN, MEMBERS TO BE SOUTHERN PINE No 2. W/ SMPMWIC ONAL PROIECtION PRODUM LLC. oft DENSITY OF D.55 OR EOLIAL OM E R. 3m. 20-175 P"aw- M4)11171%4. Fft (04)IM11-87117 CELL •AWwrI P,E 0 cv C/) (D 0 0 0 0 LL co > U) E c- cu 40-2 < ;7= cu -= Z.. "J CD ca m cc C-) C-4 -cicc :b< LA. 6X. CD ECL 06) C, 'j 3: IV r= Ea La O BOLL SHEET NO. SH 1.3 N N c— U) co O U OL O Q O C � 'L'7 0— YAL0. R REQULAR. LIFE EQ11 REOWM RM, PANEL (1) IN IONS INTO CONCREtE A K STRUCTURES, -It-a cD (D (VAJD ONLY FOR PANELf�T INSTALLATIONS AS PER SECTIONS t THRU 1% ON SHEETS 4 A 5) .. = _.-. U (VALID ONLY FOR PANEL(1 INSTALLATIONS AS PER SECTIONS I THRU B, ON SHEETS 4 A 5) � � V � Fn IF TO SECTORS TO SM704 O N 0 CD to TV in kim va O LL mom Am CL3 C) "+'� e+ c`z O O 7W WOOD -- V O ^, L W ^1 L '^ W v! '^ OR U) O �+W CD — peum ._ LESS U PARALM ABC. DESIGN WAD WOOD" PNoo. LENGTH.DESIGN LOADMAXINUIM PANEL SHEM or 40 'PSF OR LESS W-8' 4R PSF OR LESSMO. DISTANCE 3 40 PSF TO 50 PSF B'-2" > 40 PSF TO 50 PSF B'-2" > 50 PSF T0. BO PSF: 5•-tO".. A MAX. PANEL LENGTHS ARE ONLY YP11D FOR INSTALLATIONS50 PSF TO 80 PSF 5'-10' W/ SOLID SET ANCHORS & W/ �)A SPACER AT 12 t/2" D.C. A MAXMA)L PANEL LENGTHS ARE YAUD FOR INSTALLATIONS �t,i,uuH'Nrruy tdpA�,lr W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. y� A. r/ ...T fATr "GEN FLORIDA BUI DINGCODE . Nen Nth Vetaci HUrticons Zons U�4 FLORIDA BUILDING CODE Non HI h VNoc Hurt9cam Zoms azmo miso, +K. ra. 441 7 z PeoaD tLtEDD' "� A CAttE GALVANIZED STEEL STORM PANEL 24 GADS GALVANIZED STEEL Mine PANEL 8 24'4T8T - r. Owen tw:oTrntaezro z a "'y a /2T/>ol_GL09AL PROTECTION PRODUCTS, LLC ooE ; STATLiO LLC. _, I ENa. (+DEAL PROTECTION PRODUCTS. B, •. C O td►t , wwe S%REEt fA L Dp ow .800 nw. a, sow g '• Q '#" .' ' 1nO. r.wKweYwt am mME5,A3aa,a F ORf F .,{•, . L11A 20-L1$ ,,.r. yw ;,. IG- n. Wo ( 20-115 " i`- +aYs r.rifr*,,4a, rwa R.tvr P{ M+A YVc. IaNWbe-atat kT�41uv._ arF-,sA+ {K1)+�75W FNof)YBa^s747 *,...... \ ttAO 34si@bn.- -. •....... N,. ww : wrUI4wMIB 1Y nh 'V , � ,n r GROW Nc Iv rNMtN FMLIER A Jr " soon w or le Nlt1�7 t1IwE/GAtE twit ti Jh. PE; + 1 $'f aH BP to INS�'A LATIQN DETAILS EQR UFE SAFETY PANEL i } MAXIMUM A.S.D.DESIGN PRESSURE, RATING (,D.s.f..)AND CORRESPONDING, MAXIMUM ANCHOR SPACIN-Ca. INTO POURED CONCRETE OR CONCRETE BLOCK STRUCIURES SCHEDULE� �R REGULAR t?QR1A��j1 1~ 9 11 SEAL TONS INIQ Q WOAD RUCT1lRES ANG TAB PouREn 1Ja'. TAFcnN IsnNc PouREo t/# w TAPQQn _, s PDVRm rI4'+ Tom,...__ _ xlsn�NslE> TR ED (VALID ONLY FOR PANEL t(�INSfgLLATt0.N8 AS PER ALTERNAilVES TW THRU 4W, ON SHEETS 6 k ?} arNQR o s' oc. < < R +)R ANasR M B oc Nc 9R u+QNaR s e 9c, y,+ QR uIc(aDR o y^ ac, aR atONCREfE BLOCK CONCRETE BLOCK 7 : C �,.DCK ;iy BLOCK . itODUNtED. i!. REQUIRED. cgs,] :' D. �. g tJ2 1/a" Liz t a tn» �ry i Ja 1n» tJs' c: t! p I ! L3 ! I i r* a3 O E.� F t { + ! i E% w I I E 4♦ CD I lUALTERNOW RAIW OU _F CD H ! )} t' Mw. 7 nMin. i -p 1� >4 1 I GL I R--SEPAF/81 R n'--sEF I c I N i at. EX t Y-2R. 1 7K4 J k / 8 '�•il 70 l'#ASS 1D fftsss. u m naa _ tAtass ss aoLts w E%IST7 I eall9 M J T-- NR_It GLASS lk_.._.--� _ - a ao.o� ea _ cl .� Ap Ar arniP' At E�R� aAss.-e �NlctaHwi a r. I toss g---y4__- taKc><nRwB Rr r v o to tt 7 tt]!Aw wat Y.a� I tt 1at49t afll YTj I n 1 G1 N �„ i � t l I I 8 1 N 1 I / OS tl 4 a 7 Cu I U __-1- ___.....I 1' IWx. I 1` L9VL 11 , 1" MAk 0 f 1 'i 1' MNL iz L R 1 ao ..._ ._ _.l_ e.-___._-.__...cu .-_.__L .. B • P II 1 PANEL. tENGFH .--____.___._ .-_ ____ P i.aAG,+i _ ^"' C 0 ! PANEL KIATIO _ _ _ H AN0. LENOIii a b ANEL I: 1 ELEVATION � ' A7� ' SEE t]EVAitON (SEE n � SEE t2EVAtKAv - 5EE H EV N 1 s t• I ; ON SHEET 121 0 ._ i ATM SHEET i?) H t' Min. 1 - bN sNEiT txl id -- I -----j ON slfT 727 V ._ I �._. Ir--CEP GLASS. TO a� B tD Doss. t 3 - 1 i m m Lll .C7 zw 1 1 ; 3 r �a � 1. � ) it L 7J? ,� i _ Ln ,10 1 A i k I ! t I. 4` e { 1 �. 1 a + e 1 E.D. 1 E.n. I ✓" 1 E R C A i i :.l' SEE TAtA.Et FOR MAX, A.S.D. DESIGN LOADS d{ MAX. PANEL LENGTHS WHEN 5PA.CER.. IS SEE TABLE /1 FOR MAX. A.S.D. DESIGN L1Y,05 B MAX. PANEL LENGTHS WHEN SPACER 15 I r tz vat P?°" r fa t/L• ocj ; -�_.. USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET B USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET B t ,. I 0c ( QED EO 3!#'.- 1 ._.-.._L...._.-.} ...__3 EO .-"'t.+iwlyc•M.s. ED L.. W_-_sS `wetlo•Ms. A eptb w evtlrs It 1p ♦ tz , o,D. /�!" alai as A.S.O.TAKE DESIGN LOADMAXIMUM PANEL ANCHOR C 9" O.C. ANCHOR O V O,C, APCFK)R O 0' O,C, ANCHOR O 0' O.C. t _t14Y TAtOCON _E Ld1/00 TAPCON I __I/i'w TAPCON , �fF"e TAPCQN 40 PSF OR LESS 8'-B" AM EXISTING POURED CONCRETE OR EX 31 NO PO REa CONCRETE OR EXISTING POURED CONCRETE OR EXLSDNG POURED CONCRETE OR LENGTH - L`aMMM BLOCK REWRED. `"�Lf7 nNG LMSIX REWIRED. �ONCRM BLOCK REWRiED. •-CONCRETE SCOOTS REQUIRED. > 40 PSF TO 50 PSF B'-2• 0 REG" PANELS jf E PANEL O IJFE SAFETY PANEL SECTIti3N R-JA SECTN)N R-28 REGULAR RAW 5D PSF TO sa PSF 5'-to" WAl,le MouNTINGs WALL OUNTMOS, A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS SCA 3J1-1" A,lllisuHrlT,uri SCALE 3fB-t" WJ PANEL MATE ID OR PANEL MATE PLUS ��1LrTlA T/( ANCHORS ac W/ 5 �A+ } t/2 D.C. I T ANCHORS 41110" GEN+ Q', VCENS •.,u� FLORIDA BUILDING CODE Non HL h Ve3 Nu no Zone)[ _ N0.4418T _ FLGRIDA BUILDING CODE Non Ni h Kelocif HurrTcame Zone N 4d18% ° ° INC. 24 GAGE GALVANIZED STEEL STORM PANEL oRYlx`an = STATE OF :''L+m oBna 7KTE�. Dk 24 GAGE GALVANIZED STEEL STORM PANEL s GW R 3S/'. ,, l�0 IMC. GLOUL PROTECTION PRODUCTS. LLC» °' mm. a'. ATE OF * 11 L1 G {i ttlts GLOBAL PROTECTM PRODl1M LLC» °' s 'r •. ftOR r ••Y•••• +groo sw. et stRgTWAN an 6 io`, '• •: r +aoB Aw- 41 SRiFiT ////rri,wiHl� aw. ■. ,. Re, ww.Y+amn, rt Atr w,iE. R.. wti 20-175 ORIO �A / ww.W.>Le. wwr.wrux n il, B+W ti33ati 20-175 y"'{i�Ss . .• `�yC> ' '� tA.. =taint -,me a.0 n,-,w Pups: Lwsa)ey-7sw. M, Oilsa)SW-47aF awllw w« G-W..�T�..e ,//ttflfl IHII% tNi/fY•t[ ,,�G4Amw71A P.E Fr .x �+r� ww P.E. NJMR W11FA A >ililf .k.• P.fr n-.q Mw ar mat a+4 ltBLT 11 aI id ErR a,-ute. rr • (wa}ta,-tW N,ONC {ga)aep-75ia. LAIC (41+)!eF-dtw7 GAwna b RARGA I—, lREef to M tt R UFE SAEETY PANEL Q-) INUAU ATION DETI� UFE SAFETY PANEL (t� INTO POURED C NCRETFs OR CONCRETE BLDC�K STRUCTURES 1/4Y TAPCON - ,_ .POURED t/#Y TAPCON PoURFn ANCHOR O p`�RA i ; ANCHOR 9 0. O' C ,WOOD CONCRETE SLOCIX CONCRETE BLOCK cn ROUFM REQUIRED, it 1 MAX C LEI•+ t U) f 8 1 R•^SEPA MW7i0N cu now we vvIaL CLAM✓" � ; AT �� �� �:...._.,�x -^ ATfA, M,...W.._....,._...... ..•%._�..... UtOBt artart y.e•) E7OuTlS$G.A Y _ ...1 't O n p I.... MAX. 4 L" uDK. tl 7 PANEL LEaI%:t'H-----.. _ _:�__f_._. E" ELEVATION (5PE F.LEVAtpN E I ON i2} PANEL LENGTH eeR` i M8a I ON SHEET 12j d•-SEPAPA w i A 1. t i In it 1 { f 1 I •. EXRTING EO _ I COMING POU ED' [L� i I CONCRETE OBLOGK"J y .. 77 @ - CONCRETE BLOCK .� REQUIRED. IeVrOc REWRREO. NEtdem3 1 . I O 3/F•aPANE(A,A7E _ PANELStJ4"w PANEU#ATE _ WOOD - ANCHOR W 12 i P�Q.C.'-ANCH6R(TALY{7NO) J2 WALL AIGUNTiNG5 U W 3Ja>.i tm VJ FOVJOE An cuy,gxmurN,/rAA o4iv A rrt4T Ea w Filev . FLORIDA BUILDING CODE Non N} h Vwiael Hurricane Zons z * 1t : tk = ° ' INC. 24 CAGE GALVANIZED STEEL STORM PANEL own'm,. STATE rt .raxF r.a� Z 's m /27t2mB .p 1DP IiiiG 1 lNe. GLOBAL PROTECTION PRODUCTS, LLC. a,E ' •.....:•• Fbm sw, 3t 81PkEr ♦ anYPANr: a z � DYOe, tt- aS! n m,r 0 2G 1 5 NkL � 1 _fl3l;, m 9-tw1, iNRY,[ rAk: i3+ wr » naa (ro4iJ01lD Tsis, f ]Qbw'4797 r }�� rtl rA YA +w ',rcr aRMrn,B K": Q S116t IA M 14 ^ .I SHEET N0. SH 1.4 CONCRETE, Ir Ir PANEL GLOBAL PROTECTION PRODUCTS, TO (TOP) R • �FETY � E Z ii�C�G Sj,Qfi•,�IIj��EL�., YS EMS ����•y; � CiaiIAETL �27r DR +'/�,7/ •"L3 � t FOR _ 5 l9wai � 94 � #,kaRED 4n6}%e Nl:G1' 09N%: N1M. ANOtE wITH iJ#Y s 1 3J+' ,» rouREa wYc>vErc fbNCREtE l:�' tlt9CKOR 2iut' wVOo iRA1R'.-.i POkARD WwC � � 7t+Y RpaDR7O iS 01.♦ - F /AICNOw r tY Q.C: � � RfntB1ED ) £� PANS Orr i J Y% t a"wot3Y -.11." l car . I Arty . CDCYS T6i1RAtE',LM KIN 1A,; M ! %2 1 n•xz•xAg6•m trx i a` 5' LASH. en< L aa, AAw. ANaLE OR Mwx: 1 .eea• 3rns»tlrsa StiEE1 caTaStE,E CQNCREAE__:, ' 1 L®..} •. BLOCK.OR ?`Ya` w(190 FRAME 2' X +' X .t2�;,.... METAL AWN. 7RH7' i•II8'E.. REQUIRED 1 '31aS•N # OR Tb 8003- AtLQY ` OnMf. ALAAt. ANtKILWa. r�s 1/4' a BM„T,{ {{_ - it. Ta. ah 6053-T6 .tltQP' %31CKNUT Ca.L Akrx, ANB:E CASE A (PLAN) CASE B {PLAN) CASE C (PLAN) CASE D �P�gy) SCALE 1/4'�i' SCALE i/4`:1' SCALE iJ#"�1" SCALE -�`'---� E7.00 PA�l10.rM�lE�.. PW7RiD •,� fdwl AP i 76//AI8 0 AND 7 OOIOC}OEtE 040Pi a P�, Bot1W, pl 14!!S (SF£ 7 DR PAYEIANIE i CONC �S ,5X F911[iFn S QF %%i 2`+i" 1Y90a aPipRNQ SCHFODLE QN 'R#ET£ 8, PANEL : Y WWB rMYE 4A11N'S,i �; � � fPA+R lR9LNtE0 � ' A4 }A)'MLiC.+BLE ma 1t) S Flox i OPENING Wium") flEa� Ew..t RFAUIREn � �� ttArYinHQflEO iRONt k m B' Mma F 7W�iL t x r✓ „„„ CASE C (PLAN) ap•1• uuub SCALE t f4`�1` l a rt � YCEA3iF9E4 IN%•wor: ��ti10ENst{, ';���= PANEL Wfk INSTALLATION AT WALLS = 5%tRF'ACE- LEVEL VARIATIONS WITHIN 3/4` • NO. 4416T •: * � FLORIDA BUILDING CODE Ni h Vsia9t. Hurricane Zone) CASE. E .(PLAN) CASE F �PLAfi+}� _ • � 2+ GAGE GALVANIZED srELa. snT� PANEL 81�;,•a,; SCALE 1/4"-%' SCALE 1/+`=i" ,'�»A'•.: �ORIDP •'a11� �,a�',ci ...•• ° - GLOBAL PROTECTION PRODUCTS. LLC. w7fnJTDw �fL CCiEae, �: ,mo%O 16 CBNPANY 24-175 •"""' g4n+rrow �.rparo `",<tur nKMte toSiXn-TBaa:: na: (sa+)-B?c% OA-•aBDi7tb Yx r rA r rWIIW(O. Nec P.X B.nE iwa.1ER A .r i:• " sNArT b a tq MA7G. DESIGN PRESSURE (PA,f.) MAXIMUM ANCHORS SPACING FOR &# = AS 9110WN ON SHEETS B k T APPLICABLE 75t� 1 ANY � �; �, PANEL t� ti%a TAPCOdI LAG SKEW PAd�l,NTE FEILAIE m PANEiMATE Ptus WOOD BUSEHNG t3' ,a" W t*aP7 13" tr 7S` 73' 7J" 1W (BOtip1} s a st2' B1 et ` aA J 4 i 12 2 J Bti' / (WR.•) 5 tl° (7QP) LESS %' 3 13* 73' D ) +is -45 OR fEss 3" 13' 13' t3• l3' W 1 ' 3 1 r 13' }3' Brz' w r,w4 (•••• / ,T tr ,T SEE ibEE75 IS k i8 MR ANCHORS YYPE t SPAIw'm Ft7K wBCARATITM4 MTO (lane f7tN1E BlwDrotOS, MweYlAr ANCrre aPACaf05 A,W 1e11wAEIM FYIOE taSTANCE ARE fN1AWEO ON dllS SCMEW3E. FOR co, LfsS TNNI w�17D DII SE3HDWL AYLtgR 9PAQwK{ 1wA.1wNYra sPA%Wic 910Wt7 ON SRIFDUt£ 8Y THE FOLE.OPIw1B FACTORS. FOR ,ti6 OPERATION m 8E POS6>BtE. RFLi�E4 SPAGWO OBP,Nf➢ I FACTOR SHALL tAf Y lE� i,MN 1g7NRdii 9P/CwID wflXCATEe FOR EACH ANCHOR 3YiE ibA 1N6 S(aBDItL4 �� !� t/4Y tAFLOK 1 +Y iBwIF116 ANCHOR >f`lfJlro (Obt a a wwrrY,att,a S 3 ACRML )d>� O19M1nE grtleO IeCR1R ,t J2' aaa s at MAX. 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LESS TtHN IIIfHCuTEB aH 6CItEDtRZ itEOU6E ANCIR7R 4PAftlle by WN.TPLYMB: SPAP.aAR SHOAtI DN SDIw,01R.E BY 7HE FtM.IDBpa FAOTaA3 t1Xi TORS 9PERid�l TO BE POSS®AE. Rt1wME77 "•'PACYOO Oa%1Otie 1RBNi FACTOR hW.l Nol` � GtisS illAtA #bN#AUN 3PACwiO wrKN7EO fDR FActY ANtMgR TYPE nu tws xNEalArt. �� TYPE tt#S ,t+Y % w rfaY ifaY tfi"3 ,7wp1R 1B1@-DR LYFG-WAr Luc-M MnaWM AF�/gR dPACe1C (m.) a s o 3 x ,!ro' 2 Vro ArruAlKllwse Sat S 3,1Y s• S S i/2' 3 arrcr+wrieLOJ iu,Dc -. s- aitz' a,12' a t>: a t/2' + ALRYi B7� GIRiM%f , 141C101L , 1/i 1" 0m ate ,,m - �Ap tfiD " SPAN CNLY'VAUD LMTIEN SPACER(� 1S . SEE-T :.�1 FOR MAX. AS;D,.: DESIGN (CADS ffi MAl(. PANEt LENGR13r W73FS2 SPACER L)S£D. - - _-..--ANCtgRS (bEE 5EC'ItOtiS & AL'ERNATNES DN SHEE:S 13. 1i, i5 trtb) D•�•, � 3 MAx, R-tA%13, R-2A/13, R-3A/i�{, R-iB/13» R-2B/13, R-'�j14, !- R-1AW/iS, R-TAW%15, R`-7aa'!W/1B. R-1BW/t$, R-2BW/i� R-3BW/16. !Id ;�y 4i C C! Q Q � 1�.'15 W� {(!SE FOR PANEL LENGTH. 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ANR PANEL tENG1'HS AS PER ,iiYATION CN SH€ET T2 WOOD FRAME 11LTaLA wtc R 4187 4 � � �'a': $TOTED T '. �{L fS. 24 ttAGE GALVANIZED STEEL STORM PANEL BRAIaI Bn BAL PROTECTION PR�UCTS, LLC. wte +win ar. bt BrpEE1 2. F NEW STR ON• WOOD DR CON Ut:TI , s F iF`:'• ti aB31a � D ORI " J°'•`""+" MEMB€RS TO 'BE SOUTHERN PINE Nta 2, W/ SPECiFl4 DENST(Y OF D.SS OR EQUAL. R •, ,^ •...,..., :%POW w>,-r,O . tr r -,m+ fl+prtl (rSf75Rz-TSQ. FAK: tp6ilwM•dlfi/ 20-175 .: AErpa IMF A,litirT ,w,, PY.. Der wY r YY r ai.,z-taw i ;y16T 7w BP 1d AIAX. A,S.D. PRESSURE ItATWn-m AIA%BdiM ANCHORS SPAI3116 FOR WIN E.O. FER .,°'t2^R.iXdE BFdDW AtmLKtBLE # �y,• IAnaMUM IEPNC � tR.) ItNt. h5.a. PI�SBiAtE R''' taat.} MAXIMUM! ANCIwR9 9'ACBW FUR MEN E$. PER SCHEDULE BELOW APP(1fJ�BLE � �, ! � � MAXb,R6I LEND", Y.' {a.) tAPCAI'1 SCUD -SEE - W Pt3S `'�� �x-M. TAPCON SOLtO-SEt F7'MALE m � ZIMAC-N�10.R1 GiX-e! m 5,22L m m m m m m � +Ts, -TS #r t7' Ir 13" 13' tr !r it tr ,Y td' OR � +75. 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OFE It � ANC TrPE t aTeDYNa roK w1gRlLuncHs INTO +>bBe t7Mt1H 7NrAnena + NROWIW AMUgA � I'Na MwalOA+ FAY pSt/JiCE' An IwK:ATE9 A4i •itdS $tiiEti,+lE 1AXt EAL Lt55 iNlW IIwXCAiO ON SGSaSAE REAl1Ci ANCMBR SwACwia ar wwk,lwLYwwt 77r.10RIG ttWAR49A1 4twEP,iN:E BY 7fE fQll.Ob117B FACiaR5. FM, tH44 aPFA+,710N m <Q P045a1E. AE4D(kD SPICRtB OML,816D LB9Rn FA:TOH SHALL Wt bi LEAS Ittal. Iw1MIU11 `7ACroAB wXAO0E6 f'pE TAl7iAASFpR itPE W1 71Pi° Spii$llL6 ...iJi;. iMBAtOR TYPE _ i i9 «� �J#o 7 r. t irr %J#'+ 841�-fir ZYYD-LION alN-AI IrweAA% ArxHnR 3PALwIG pa.) > OFt a ieni rm%- a 3 An" + AOBMI. CBE BR�NC✓E 0. FACTOR 3' '* SPAgN(Ls t9NLY VALID WHEN SPACER IS USED. 5E£ jt F7X2 DESIGN COASTS #MAX, PANEL. LENGTHS WHEN SPACER '. LS , � ir�wa+ t,�rE itaas�t� � nssQ eOOO FRA1,E BUNn01l:H. ARNAtDM ANCb1aR SPALtFa05 AHa MlNdaiti IA+iewOli uexaR AvApKa.9AO 3 ayt,rp aatv.tY DFO D+tOrwrNaJ S s liltlf DISTANCE ARE ItlerCA7E7, i�tliYS dC%ROULE MR to LESS Tlw+ aaaxATEn ON SOHFAULE Rf9lGE ANCHOR AORYS, snot FAfEAMIi tlta! IMO10R aY MWiPLYWe sPA9pc �wN aN SfaIEOUl6 ir/ THE t'Ot108wHI FACTQPS. FOR 1NR OPERATION m B€ 1•E, RFDUGED SPACING QaTAR@D u,aAD FAt:TOR bH1Ll t:OT Be LESS 7>Wi , r(z• a% ... — z ,M. gA, S• _ DAB MR/IFeIY SPAC510 BdNGtTLD FOR EACH ANCtgR TYPE ON THIS 6taiEDIX.0 ---- 3 O INTO ,WOOD STRUCTURES t wnDD iIERDEti fffJIBF:R 'T�OIIRED � 1 GLARED � �ti ! ! 9Y 7APCON 7 i9 TAP(X7N 1 O.C. c � L 1 E t O 9�' a.G. ,._C.�§�• .a tL4„tl F7 U quFtro Yi"' EXi5T1� dtdCmR titi4. � OInaS'S II % taiWR aARY� �. p "I-` fl ---t- .0 MAX, fl 1 �.�� FANp. L£iiGiH q'---- g' P/NE1 (ENQTtt p E (SEE ELEVATION R I (SEE ELE4ATIQN SHEET i2) 0 } ON S1fEET 12) it ems• f u--j..ErARt�t7oN � f B j tt Q stAss. {. I t1x 1 jr. I � .-;,; .,.. e R to �. , F ,� .� ,,,,.. , • a,Jt a0 I 2�4":Ws _l.,`...... •i t{ a'ki" PLATE. PLATE #TEOCIIREl3 �, RfOVfRED )J4"# F.tli€iA%ATE PLUS [[ 1 #Y.PANELiAAtE �+GNdR Y tz 1n G:C. ANCHOR Hw T2 i12 Q.Q. ALTERNATIVE R-3AW Q REG�Lt LR pA_uci c Q LI E PANE1 - ,peiNiu,e Y„� j. IIOUNTINGs� S(1tF 3ftl>et"-�A y: G A4187 FLDRLDA BUILDING CODE (Non Ni h Veloc Hu tons Zona * s txtom tA3E'At, x. FJ. 24 GAGE GALVANIZED STEEL STORM P i. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. � ••. STATE DF AMRED L ONE(. Brtww � DESIGN PRESSURE RATtNOS (P>F•f) .AND r18 ANCHORS - _(SFE SOMION EZI & ALTUMTNF E21w ON SHEET MOTE 2) a A�MINIM LaS!i�1i1�1►1R:Sil:1 ENGINEEMING ENGINEERIN13 EXPRESS@ PRODUCT EVALUATION REPORT September 16, 2020 IcationNumber,, -RZ Application T7B89.t EX Project Number, 20.31543 Product Manufacturer. .AltAmoncon Shuttotsand Glass ManufactutefAddrerss-, ISO Donne Road West Palm Beach, FL 33409 ProductName' &'Dascripaon: 24ga Galvanized. Steel Stortn Panels Large, Missile Impact Resistant Scope of Evaluation: Tlva Product Evalation Repodis being issued in aCIXNdanGe with the requirements aftha Florida DepormoM of Business anti PfatessWnal Reguiatlon lFbr4da Building Commission) Rule Chapter 61 G20-3,005, F,A,C., for statewide acceptance per Method i(M. The product notes above has been tested and/or evaluated as Summarized herein to show compliance with the Flown Buudlag Code Seventh Edition 02o and Is for the I Wee le at e Code. (2 ) purpose mended. at equivalent � that taquired by the ode, Re,-ooluallon of this product shell be required fWkpMrkg Pertinent Florida Bulking Code modifications or rewislons, Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing *2031643 ilCed "24ga Galvanized Steel Storm Panels (I'NHZ E NOM+N O', shears 1-5, prepared W Engineering Express, signed & sealed by Frank 8ennardo, P.E. Is anIntegralpart of this Evaluation Report. TEST REPORTS Uniform state structural performance has been tested in accordance with TAS'202 test standards par test ropm (s) 08T ASG-17.001 by BlackwateT Testing, Inc. Large n0salle Impact resistance and cyckc load ng performance has been tested In accordance with TAS 201 and TAIS 203 test standards per test raport(s) PST-ASG-47-001 by Slackwatet Tasting, Inc. STRUCTURAL ENGINEERMO CALCULAI)ONS Structural engineering calculation have been prepared which evaluate the product based On comparative and/or rallonal analysis to quality the fbllowIN design cdteda: t. Maximum Allow" Spans 2. Minimum Alow"?pors 3. Minimum Gloss Separation 4. Anchor Spacing 160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FI:OAIDA 33442 (954) 354-0660 1 (1366) 396-9999 TEANOEN:GMEERINGEXP'RESS.CON 'ENGINEERrNGeXPRFSS,COM ft8"i AJ.UMINWu P3W R9YET -._- 1 f E 1 2 PER ANEL LENGai 4.0 P s.Y. 4 LAST PANEL(D TO BE INSTALLED AT EACH OPENING 5KA(L ALWAYS BE PROVIDED W// RCAR HANDLE TO FACIL,RATE INSTAi3.AT10N IF INTENDED TO BE INSTALED FROM INSIDE OF STRUCTURE.. (t .. Ot 1pplSULsd E-2 NANG STORM PANEL SYSTEM-- �� C40�9NSYSfING OF P��+ ConC_ TrtA0K5 TOP A BOTTOM. T2), END PANELS SHAL€. AUN SE CONNECTED TD BOTTOM TRACK OTHERWISE A STOP &N? SWCLL pE PRONIDEO AT `FOP OF SUCH PANELS. (3), IF END PANELS ARE CONNECTED TO pOTr06d TRACK, COr¢NE17ON SNAL.L CONSIST OF 1/4'e-20.Z/4' M.S. W/ 7/e's /32" WING NUT OR I/4"►x3/4" tin_ THUMBSCREW INTO YAPM BOTTOM TRACK. LOCATION OF" FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHA•I. BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (37 ,AEOVE: IN SUCH CASE, CONNECTION OF PANELS. TO BOTTOM TRACK MAY OCCUR AT ANY PANEL. LOCATION.. t INSTALLATIONS ONLY VAUD FOR WIND SPEED UP TO 170 m.9,h. ENGINEERING Page 2 ot2 All American Shutters, and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress ties been used In the design of this product - Separation trom glazing is not required W Inslallationsoutside of Wind zone 4 and essenflat fac Cities. Impact Resistance: La Impact Resistance has been demonstrated as, evidenced i ous listed test o s ` and is Large rTlpa In prevl ly Ia Tep d(.t, accounted for in the engtheentlg design of this product. VWnd toad Resistance This product has been designed to taslet wind loads as Indicated in the span s0edWs(s)'on the respective Product Evaluation Document Po. engineering drawing), Installation This product shall be Installed in strict compliance With hatopeC(n a Product EvalUagon Document. ( a engineering Crewing), along with all components noted therein. Product components shall be of the material specified In that ptoduct's respective Product Evaluation Document (I.e. engineering drawing). Limitations A COndItio/ls of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted herein All supporting host structures shelf be designed to rasist all superimposed loads anti shall be of a material listed in this product's respective anchor schedule. Host Structsure conditions whin h are act accounted for in this product's respective anchor schedule shelf be assigned for on a site spedfic basis by a registered professional engineer. Ail oDmponerds Which are permanently tnal afied shall be protected against corrosion. contamination, and other such damage at all times, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Rospet'tJTalJp. a DNMc Frank Bennardo,PE EtNGINEERWG •EXPRESSs #PE004-6S49 i cart. Auth. 99$+ 160 SW 12f° AVENUE SDtTE 106., DEERFIELD BEACH, FLD140A. 334,42 (-954) 354-06601(866) 396-9999 TEAM 0 E NGINE ERINs ExPREsS.. G.aN ENGIN EAINGEXPAESSXMM -:I, A-14 axx J ai. r.•x �' fi - +"xb115U ,�r1!8Cf2S4 a[!'.f - zwa.rz�c - i�iV'" ! hfi .W +.•.'-Y�+:� aY`t.)t•Y!' IMF (4 10 I 9ttRfVtl N 1 l"i F •N]H r•r' O cue¢ t1.r 1. 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Rif..'.%ss ., ufX 6ti?.tli. r.�ln., 1•AbIHNS� - 57k^,I IIrJLr.'e•Grl�^-._: si :I.k6'1:8. f•S� '::F o1PLYILM '.` - I '9 r kJ 4 aT r� xfw,- Lr f J W '2 1,Tl� S � „-a:.,�-;;.m., Y Htha'a F.n: it- P_P, ly CSIt 'UMM r � I>.I.w'1 Se t l ,,klitr, p H riy 1~X'. ." •[1511 a t a. 1 -*&b t2 LrL5;S N?==. ;.U" agr tit:, ,.REL - �E. ea Pri ._+IH#J I4AL di :rll FlI `A P K 9 t+tiA 1':. - ira�i4S2-IA1�i%IL^,r rr lmuDxxa'mI MrF 9';: 31548 4JN4,'Itl._YIL2LU� _.-r, P {C, f�4 OP.nONALY41R7E0TrDH-CLOSURE[F-TAR [Z1 g r�JBi:'°5w;riT_ •Pr_PSV.Y.J>'.aG ,� } L .-ir.ris me rf ...,ts %-'1 `r' LknLKlPPIwt ufalUll �11r1W l;;k t: a+N4lu IN1M I/dWxt bx.ne,N IM POURED CONCRETE, CONGRE BLOCK AND MQD STRUCTURES aLODK 1 ANCHOR a 12' D,C, EDUIRE. wr REQUIRED. i 1^""- "^;,P«Ho kE,1d Tux t/4"► tA►CON „4. t4x5'" i4Ex HEAD TEtC YrODd tIEAOER r r t4x1' AtfCHOR ♦ fe Q,D, SCREW 0 #^ FROM EWE t � ;� � "" 1 1 •� e I � _ .H t, J j yM• t. 1 1 r a at 9J ' N 9. ... f� Par rWk9 j1 EX _ I 7� GUSSN t J p'- i ALUMR'tlM POP GIASS'k �jtrM At� lPOP I RIVET I p 1 RNET i s.s slxiax_ M p '- 1 MAX. Sr9>-sat. I MAx v� -ILENGM >r 3w* aa.TS N a 4"" PANEL LENGTH t , i t , aEbap I` _. 4 Sa7 UUJBSCR€W ' p T CLASS,1 II+-- 16 V 5 GLASS. j jF , 1 MBSCREYt WV II 1 I B j J 1 i f tuba v t i T.- 1f4'1r TAPCON ANCHOR a 12' ii.t. 0 TAPCOIN 1 YY� I ' i 2<x4* WOOD 1/4^' '-t'�NCRET6P OR O \ ? y LATE ANCHOR 6 12. O.C. ix'ANCREtE BLOCK "A REQUIRED ! REQUIRED. BALL 110UNTINGt WALL MOUNTN+IG SECTION EZt ALTER ARVE EZIW SCALE 3/8-1` SCALE 3/a=1' tttlrNir!lNr� rbt4 #;^fi11Elja a✓9 FLORl BUILDING CODE on Nth velocl Htrrrlaa"a Zone 'lf MiN. PANEL LENGTH. ;•. .. y am hx.ISNu. W. - rr. SMALL BE :2'-6' � it ° 24 GAGE O,tLYANIZEO STEEL STORK P,iN£!. WAMW. i. INSTALLATION ARE ONLY VALID FOR MAX, A.SIGN .D. DESo � PRESSURE RATING +/- 40.0 p•s•f, AND W-0" MAX s °T/n1aa� PANEL LENGTH, o>. STATE IL EF: rbc. CdABAI IsRQTECT N PRODUCTS, LLC. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD i S%,t) C(JR10 ,. NI : 6Noil�fRlNrt +mB se,, al st 4 ' FL alrt4 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 3 fi ...,= �y7 Mx. ar, a sl, m we. n Ir sswl 20-175 0m1 m-tut amFi: i4ar'�-7MB. rNc iffi.ial9^a'3s! DENSITY OF 0.55 OR EQUAL i r }aF1 to (f PD. �'ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZER STEEL STORM PANELS (HVHZ & NON-HVHZ) vARw) tA PANEL^a MAYBE NOMH ED A6 REQU1t;Ed LB 5wITYiM OHERM b�ti TWATCONNECTiq AND BOLTS TS. FA$TSNf:b ARCH RRS ARE N6A0 W}( T1S'E`j OV13;tAP$`g 1'.M1TI3SPAN 1L SPANSk'9GVES BEI.Y3VJ tuaSTRUCTION tPPR4`IPRSATE �AIVTABI vrmuCAL MOUNT ELEVATION NOTCHED PANELS -1 ,1 N;T.S, ELEVATION,. ALLOWABLEP P G S PANEL PAN & GLASS SEPARATION SCHEDULE: 2' GEPAN 4 GAti ELS MIN IMUM STORM PANEL9EPAFAT ONrROM 6LA95 HVH2 WIND ZONEA&ESSE TIMFACILITIES) 1 N MIMMLiM,--.^. kdE§iG4 {{ AUDWABF INSTAUAiONS LESS INAL1AiIDNS GREATER PRE-MPE j~jt.,InAN30ABOVEGADE1HAN30'A6dVEGRAQE MAXIMUM ALLOWABLE DESIGN KESS,URES; AS Nfnm IN DESIGN DESIGN NNEOTES s'"'HEE1gUtLE-5 T� Fi RUSE Yy1NTHTHi9 YWST' MAL RIiSEE SRii1! _ EDGO D 9 T E Ir1. C NEE EPA E NG WIT itlE p H ERp SURERgE B S MIMr1GG pIR NT p� I7E R 1NE6� �� PT H �E7'ANb A pR� � ANhE 'y + . SLY GENERAL N?REIN FANY S THTiN GENERAL NOTES; AD1tT=NA6 R7bHPaob`IJrt'PRBtRDVAL NUMBER TESTED,. VISIT EoALC 1Dt816#B 1 ' x-NI ..d'3.4s .A 11 F+IY.klSi U �J RraT Hi¢Iti�Al¢EEPR®BCDA96rbRE ]� �. rc+!,++Trl*Nry+�rLnm trerasis.a rte:xLNee . 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S M[4° SPAN � 46 nNE n7 of Tit PnV'IH'rOP BCit'tOM CimSld P41e a. , 2:7Z in i - N 2SR Er L'x• usrrib,"Ne,+m raG Lro -asaem awB6E r3P,b arPHJIP a J'Nr 4 N tiXii !b iITGN W tVJSrit l I gg g I�f � 5 2.9114n I � _ > t4.. wmf N BETWEEN LOADS TS USE NEST HIGHER LOAD. GLASS SEPARATION MOTES: i, VATI6'ti PAN SO4MULE WITH POSTT DEW LAD TO.DETeW09 MINIMUM ALLOWABL£. SEPARATION FPDM THE OPENING TO BE PROTECTED- Z. SCHEDULE IS REQUIRED FOR USE WITH P75TRVE LOADS ONLY, S INTERPOLATION orWM LOADS 15 AC'CEPTABLE, OTHERWISE USE NEXT HIGHER IC vw LCIAD, T - DE F V AN 3, FOR INS AUA170NS OUTSIDE O THE H Ni D OUTSIDE OF ESSENTIAL N'TTAL FAC1tTTTES N ABTM WINO 20Niw.1'Rt H S THE SEPARATION t RCtIM . GLASS E SCI4EDULE IS NOT RL^Q,u[RDn ANO:.NO MtNINUAISEPAAATrON-FRriN THE PRaremo DPENING Ls RSWRED. I-7 L OPTIONAL INTERIOR FASTENING DETAIL �F �1 OPTIONAL EGRESS PANEL DETAIL �1 INTERIOR FASTENING o t,D9A` s9a� ZiSTr" 3,36n"DBD iio sq SlOVX g - 7 i h 0,094' �• - _ �� D 50' sass d4§:, 12aL N - ivP ' ivP - T .D34 � a ; a ,3i5.� f562 D.D P ° 9 .H61° 0 2.oD +s35'.... 1 '�: 03D'4.. •� E47O �^ LY 2n2a" � J rr> �w . .. ice„ .. � 2R •, 'H, HEARER 9U)LO-DN''UHEADER 3.360"MAX. D.313" l„{•t€F� JGi' 31 r, 0: 4V - 5L 1, -"!^ -�1 S64" 7 1D 3311�fpp 9a MM 77i " 1 SW L 5 Ih 0,3b5^-I 04 b376"--�I D ii;655" '"D!�.33" •. 2+'. E f n,L74" i[ss' ¢,1cn^{o,sb5^ a.iso"�H u aB6 43sa' , t as," ur �t2.500 PANEL COVERAGE �= -}3- al--- D•$yD^ 14875"FAEQr NELLENOTH w n LE054 I.' q5 4156" '•O.OSd'^r t 024 6; , PANEL- R m 'If T � ���t� nreEa. ss^ b.zsa �„DrOEO'"` T_LD:44D" 2.17O4:Tlo9d"`!evntw-II b:7 to° IkC 135' 3•�"" in 7YA 'T'R P., -0,9,3A, I) IIIO" Ar9S7 :. 9W :-CUT T. Tn C v 7 g » 4�E 1eN t y EH R t o 031, --1i �75.55n �li�v1 � � LG AiciiaR k--iQ06"�,._D32� ww ee RatLas.Eq •ryp �`F"ANOSE - `7RAAKK rEX3ENIH3i5 ADD"' YERIAP 25,, MAX. LOMEASAOSaIdi DE'BAIL .{. MAX, �: n�a'Jaxlr ' IMUDNI'['irwUufi Ir MI u`.11T T ZZ41 i,ddp° a r V '+IRIb OVERLAP• W,II M.4 "L 1✓'.e Lw. i-0H, Ili LLI AW 1 N-SA*- '- I... MIN. I�poO' L >. itk4'L4 IL P T,R� ,C6RIiER£LOSUtE IrETAtI i4rnA+Gn'xa'r I in eV+ BEJS �'��sr•.i 154•,. �7 �� rnt--.a .0 li❑: -- _ /.1 T&t8'R❑llNT tL63IPfPETALL I' , I.'.r.v kL. I gs e 9 Y+iy�] 41e UIJ-tlnr tAl,b extra , zr MAR, w BUISD-DUT��,,, J�/''�r`"f+'r.�=H<.=9t TY/lri. 1 +ar ten• r- Rc []LST'ANCE �" al k^�`.� Y'Fn 5• P d1 * III '1IFiM GF eP©`a Rr nr r 1 1 D00" Itr-a ri ;s r• la+t Il+i, I r z .,•- EM19BED L 1M1-I� ZI iCe W J x ,L v9 rxµ.� 1 '1F til ARC ,r:Am+nJ-I lH xouw xlxlstnw"ue1mL 1500". a< - r - :t - _ ti S' } i 2 n _44 3 5 r T f � f :F t1 - n k r. '. a {. ANCHOR SPA M- 24 GAUGE PANELS, PANEL FASTENER5912,W -_ G SCHEDULE-. O.C. '. l p�tAeYl.Isk'dr�Al�ibDlt d N C ar x +4 l v W19 f r- 3 fw 1 E t+? - .11 F to A s e F, t p m A �- ci FIi ;I x / W D W �Q C�} J. Q' �'"` U.i ,Q �. ,rt �y - ANCHOR NOTES;�< 4 -ANCHOR HED LE PP Es, DA' PRODUCYS t"ER I n HEREIN, BUT D DE5 AN >w u r T FIE N r ty of 1,141 UMA,11l '1AB1 AMGiORSPACING FYAKI MUtII Atii:,OWABLE5PAN5�AJdD' S.SURC5 iMt3fGATED. M SPAN SCt1 LE 1V1 APPLY. Z FNTERANVHOR5q{EDULE665EDCNPANELFA.ST€NE5WAGINE,.TNE EXFSYSNG STnUGfUR£ PIATERIAL,;&--ANCHOR TYPE,. 5ELECTt DB57GN u]AD GREATER THAN CrLEQU.ALTONEGATIVE DESIGN I:OAX ON ERAN 'SELECTS AN G' E LTOSHUTttk$P ,S 5}SLjfr D P BEAT RTNRNOR QUA AN ELECT E C EO A151 TE U G : MOUNTING '5'b olNixYPE ON MIO CONO ON SEE NT T3EF N � BPS ROPRTa_ NTTN TT. t,. r1G ?UL- 5HE 2FO Fi IO PE . a1pENrr eATaoNOFcen4FlENit NTY Ii fits ErI wrr S 'PARJEL. tENE A SUS I Nfh LTO '.H • iING' US-O RS" RE STUD N[Xi N T N All MOUN EkTA 1 NS ('F" TRAOf1; STUDDED ANGLE, ET£) S7FE-6.Zi D.0 PANEL FAE�rENEr45PACiNG 7AaLE VALU55 fi30. 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