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HomeMy WebLinkAbout6430 Beverly Hills DrI -o a Ln r� c� 0 5 2E LO M iF c� .�S �S C ig O O �3 0 a I� 0 EL 0 �i ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.0. M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bfold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd, Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm, Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or CIJ Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W, Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont, Continuous LAV or Lev. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n, Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr, Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia, Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp, Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V,L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW, HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. r '00 NON Im IF= 1!4 P4 JX stem 1941 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 1 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. c� 0 72 o c �awN �. LA- n. N O a y o 4 .,. N X 3 V CD, y 10 � a N . ,E o a 40 •,��`,�il S t l t l l l it/i//f �i ' ✓i 0 w Jul To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiel 7th Edition, Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (AC3 co C�� pp N O 49 y di4i Q 0OC M C 2s V LL cCp L ?� LL W J LL a a i W �4 o O A2-;; 2 t Z 04 N rLo d J zN OU U W ❑a 0 z J Q z _J LL f6 •U w o 1�• O u., U C • o M o W Z E W O aLL Z� Q N a® 4 E �� Z C Efu � �� < u .�+ ro CB C ZQZ 6 r m 0 Z Z (R 7 Qi ($y a W qJ < 2 W _. r- NJo V� 3I No > (fl X L 'n a 0 c � � r cc N Q r ,- U) m hl m L0 T Q ♦� N � I � N � r Ln T LC 1'^° F o Z m E E Ch H `N a () J Q p JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. C S IY��10 a L0 cn 0 N I 4 CID �i V) 0 t LO B cn B C N S E CL CL C4 v7 15 r'n \ 63 55'-10" 8'-6" 15'-0" VERIFY METER A LOCATION WITH T-0" S3 BUILDER� H.B. 1 � � � 5-SH 6"DPI ---- R&S ---- VERIFY LOCATION f------------ W H ELECTRICAL PANEL I I 1 I I K yP O I I I S4 GARAGE ' OWNER'S SUITE �_ A W.I.C. 2�-g�� BUILDER TO PROVIDE APPLIANCE PROTECTION I I I OPENING rB = O 8'-0" CLG. `$ E = 8'-0" CLG. WHEN REQUIRED PER FBC I 1 1 CARPET __ - __ - -_ CARPET _� 2 CAR GARAGE ' - _ -- =cn A �� OMC7 I N 17'-8" *- T '� T-8. 8'-0" CLG. . 20'-0 I 8. I -- -- 3'�° w I _ - - - - -T T 2668 I � I g I HANSON I o = 4 BOX @ 36" EDGE OF SLAB 2" BEYOND WALL I I I q . - A.F.F. 60"x36" DRYER VENT S3 I w I I iv SHOWER THRU ROO I > I I oo S3 (3) 2x4 #2 SPF w/ FIBERGLASS o N DTT2Z @ BASE RROU D I l l I I m I I TYP @ 1 STORY PT W OPT. D 5'-11g' 4'-0" 1 � I I I A S3 j V Ilx - cal NOTE: FINISHED I I I = _ t t U L, Q I WALLS TO BE FLUSH. VERIFY IN I I AHU -- -CL - I I I 81- I FIELD. I I TILE D 1 - - S3 (3) 2x4 #2 SPF w/ 3 33 8 8 DTT2Z @ BASE _ ' FAMILY RM R.A.G. _ __- = o o CO 2:12 VAULTED CLG.` ^ I I 9'-4" CLG. v 1 CARPET-- n �1 3068 j c cro -- 9'-4' CL -- I Ito A o ENTRY = 23'-8" T-10" 7'-8" 10'-108" to 1 8'-0" CLG. -6" I 1 I _HDR AT 7' 4'_ 1 I I i� 0 R&S 2668 R&S ------------- i 2668 � '• 6-10" 4'-7. 8'_8. '------------ 5'4'0" -47-6• I 5068 B.F. 4068 B.F. --- - --- �� - --- r I - -- j OPT. CAFE REF. BEDROOM 2 Z� Cl) = ------ -______ --- 8'-0"CLG. BEDR00M 3 BEDROOM 4 �PATIO -4 I 1 D.W. CARPET 8'-0" CLG. A 8'-0" CLG. wVAULT.CLG. CARPET cv > Uo :4 , a 8CGCARPET II CARPET I 10'-4" 2'4 HID 2'-_2" . 1 ` '00 PANTRY 0.CID T -- TYP @ 1 - TIE+- N i� --- - G�. . __ --_ - W - =w �o ' STORY is F T L ,hZD A C PAD ,� I FIBERGLASS °� = I S3 _ I ---- O r 5-SH I I SURROUND 80 i . 16" DEEP 25-SH i\ H B EGRESS EGRESS O A S3 O 29'-8" 15'-10" 19'-6" 01 65-0" 01 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2)- 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 4 S.H. 13 20 X 38 J 18 4 X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 } X 62 J S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 J X 501 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X71112 S.H. 37 X 26 36 X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 } X 621 /2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: Y4'=1'-0" 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. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.G. 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. OPENING PRESSURES ENCLOSED-EXPOSURE"C" (-A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 (�E +26.6 / -29.1 O +26.6 / -33.5 GC� SEE SN SHEET 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 WALL LEGEND 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 "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED N c 0 C►It -a +- Nt > u CL n C;, = Mm e .r �LA.a �+ cv c d >�s= d+ o m d Cu ra a . 0 N th 0 o a 0 vV N •I?l,�i.. t. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florlda Building Code - Residential 7th Edition, Engineers signature and seal Is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. rr4 W a o Nlt 8 Q N In y 'R Mi C14 0 # mot] a z 0 w� o W Z00 LO z a L N Z �U W ❑ ❑ U z ev Z � z o J N M z 0 o �-J W w U � � g O w to c_ Q A co o w Z J Z a i E O i� k z• E U R wa _U Z O � �z < z �qz W 2 C-4 dt le rp wa ¢� m� O Vj C Z z Z J b aW � W a� 3 01 ° aL U� �'= z5pp,o U �$ 0 = > CU fY LO 0 Q Fes- Cfl co 04 N r (f � s CN m o° Liz QI o N o o n N T 0) LID T r L � E z C) Z E M y E c a y c� ¢ O JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. 1 w_j 11 I 7l i11 1if, III VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / rn w DC > / MEDICINE CABINET o0 0¢ OQ O (V M M M M i:. c i;r KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER O 1 CV FIN. FLR. KITCHEN Q 60 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD g SINGLE TOWEL BAR IN a ROD TUB OR SHWR. Ir TOWEL BAR a ON BATHROOM WALL SHWR. o 0 VALVES w = O 1 co SOAP - � CD 0 00 c DISH U 1 1 in 0 0 1 M M 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 4 tti OPT. REF. 0 KITCHEN TA 1 IL 16" FOR LINEN 12" FOR PANTRY 4 60 MIRROR OWNER'S BATH INTERIOR ELEVATIONS_ 42" H UPPER CABINETS ---� 36" H UPPER CABINETS — 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE o COUNTER TOP FINISHED CABINETS - 30 H BASE 00 1 U— Ln a 0 2x T a =n 0 FRAMING Io r I- Ch CO 1 /2" GYP BOARD - T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER � o CV N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"= V-0" 1 N No M N N c 0 � ea 'v W rL. O G �. CM C/ Q ++ C= d ,v O� A N 1�p O in C. a, E Io C a � C) 0 "ffi0 ��� '�'N E. LU .� 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 - Residendal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q N O O W) � Q A) °k C LL LL W M a Z C O1 a x t r� $ Z W�pjOi IaN10 O IL LLZ J 2 Mz04 a W 011 ( " I If z 13 iX w •i n 0 L U ¢ • C-4, CD `cl W M 4 g � Q o o t zR o E� z0. n3 Q w_ 0o Z zC J� �x a= 5z N o O o U aZ W 0 il ow 01% �, ov V� i .2OLO � Ln ^ I, - CO 04 N m m ¢I 04 N o O N � r L r CD o z Z E M N a E 0 �; ¢ p I -i JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. 2 I 12 5 HEEL r �. 5 T.O.M. -- ' ---'---- — — F4 HDR HGT. 1 TEXTURED o CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. N 14'-0" RIDGE VENT - 12 -I-�•.'.•_-1__...-.1.-_ _�....J.-_..—u� acd..'..:r. �_�1w...�w . l.._.:cr.l :. SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER - -- - - - T MANUFACTURERS SPECIFICATIONS 1' 0" F] 10 � [Ell u� E FL7:1L_71E—]lt__V �1uICIt] 3068 16070 OVERHEAD DOOR FRONT ELEVATION - Al - - 12 I V-0" RIDGE VENT 12_ i- 4 5 -- r- - .�. 1. SHINGLE OR TILE ROOF PER 4'-0" RIDGE VENT COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — ---- ---------------------------------------------------------------------------- --------------------------------------- 3'-0" 25SH25SH ---------------------------- --------- LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" — T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED e CEMENTICIOUS °O FINISH ON C.M.U. (TYP.) F.FL. REV. 09,24.21 N N CV, a N O m 7N+C °s eV �j aL d W y •o, G 10 cc 7 •~ `. N T C E A p a. u .�4 tV,,,a G •, N. �OwSS```� `!�`��� To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E I N tt p m N O M J lJL U- �y LL a Z L on GJZ• rgYn r > u) re) ZGo & 0 d ZN OU W ❑ ❑ N Z Z J `z_`nn CC (1) V O �4—J C!) ♦� W Ow w � m U C • Q N U- LL 7g w a ( ti p 4� �0 ?® E �' �� a O Z L W zi J _ i.. C U Z LL z �m W�3� JQ �o = > (Q L + Y, ai 0 Q CL j T N YCrT m co LID, Q� o N o LO E E c (O o Z zs E M a U Q p1p J JOB NO: 22-06474 SCALE : AS NOTED SHEEP NO. 3.1 M t TnM r_On _ I e ----* OFFRIDGE VENT 12 12 �5 J.._..er•L_-..±...Fc_, y4ernt'•:-I_�-..w.. �-`. �.da. .I+.,w.c 1. �.: �.-arva4 .i..ti:-� _- ..w.4.--.r-.r I .�..�L:-�.1� �-:.--+Iw.+. I..a.....1 _. I _ _- L __ i , ^-1 ----r • �1 - I I I - - - - - - - - - - - - - --------- -- EXTENDED OVERHANG TO BE CENTERED ON DOOR 35 SH (2) 35 SH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5068 SGD SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) T.O.M.- 1. HDR HGT. -- —---------------- ` 1�0r�--------------------------------------------------------------------------------------------------------------- — -- ------ 1'-0" TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. CEMENTICIOUS -0. (TYP.) (TYP.) FINISH ON C.M.U. (TYP.) F.FL._-----------------------------------------____------------ RIGHT ELEVATION - Al REV. 09.24.21 N N N c Ckv '-,ao ca. V t� O c to C� aMr o t+ n. o v 4 .ww N Y a> y c •y, E c s _ 3 � C E /0 p d U ! ?,OWN Q' • J 0 /� R F ����✓✓ O F E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a FA V 9) (D 0 ` N rA M a 0 N C yC1 er J , j, LL LL w a a = - g0, 2 M W rn U Go l•i Z J J Z OU W 013 z z z V) � LLB .0 N LL W 0 y� 0 c V V) I VN/r�� 1— W V L • C N r- M � E o E p t0 O 4= 0 2Hi Wa Vq zO N � 60 gg S` �a r0 �o z N 433 JZ LL W U V 0 U?i O L 0. LLO rn _ <C � co � r co Y � r m ca LN _ Q� O N 0) O N rQ T C11) T zE H o z C E M w C a.0 J Q 0 J JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1" CAP = CAP 2" *NOTE: iv FOAM TO BE USED 1" RADIUS M 2" 1rr co tO ONLY WHEN = REQUIRED BY n COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" �2„j =N n N 1/2" RADIUS 3 1/2" RADIUS 1'-5a" 3/4 RADIUS A. ■ ma 1" 1" N BUILT W/ STUCCO. 1/2" RADIUS 1" 1" EDGE OF i• ih 1' OPENING _ VARIES c, (V 1„ 22 1" VARIES VARIES AN 1 tr 1 _Du 1 rt 1 1/2" RADIUS r 4" 34 4' 42x N = �_,It r 2 1/2" RADIUS r i s �tlj riiv CO VARIES 1 3 11" �„ 1" 1" 1" BASE ■ N �T 3" zx� • BASE r 1 x 1 xxx 114. a I • 1'_Dn 1 �p N I 1 �tt *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN iq r CO REQUIRED BY7 COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" CP 1'-6" 1tt 1tt �r 1 x 4ie DETAIL TO BE 2tt 2rt in BUILT W/ STUCCO. I } EDGE OF OPENING sx � �-# • _ r q 1-1/2" THICK 1-1/2" THICK 10" 6" L __ z < e r r �"r •-f0 rt CV x x x 2 4 .� 6„ = 2" 2" N in cc cn C7 j 1-1/2" THICK x 3 21" r 2'-4" x 52 1'-5" 5?tt _._. = � �N 514x J� 1�_ ..3" ZD a r VARIES VARIES 7-r- — _T i • VARIES VARIES N 4'8 x �� ■ = r--------- i pp I = 4iti ^ 6" 4 4" N N KEYSTONE F11 0 = r rn OPTIONAL KEYSTONE F11 00 OPTIONAL Y4' Eo i R6, Eo 2 �� �"r 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING � NOTE: — • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISHa„ 1 1a 1'-6 1 1 " 2'_1 1'-4 • FOAM/PS MATERIAL IS ACCEPTED r � 1'-14' 51" 7 _ N 1 " T-O" 4" 3''�" 4' --- -- N 10" 1'-4" 10" f2" ■ !6E ZD N ■ CN M M r n 1 70, N GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH to N ' c� N (V c co O+ O IJJ W •-moo ' N EO N r. d s c V cc y .O C;L. sn N E C o d V O O N CM O To the heat 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. t» W A N C5 co 0 . y� N O ay LL IQ u_ r . rn Z Ea �_ 13V Lp LL W Lu a � �0c W rn b A m i5 z Mzd L aN Z OU W ❑❑ z z � g z W a D u Oi.l., V�r— c Q �Q N s� O O W - - J aff � E" U F(U o Z C1 � o wg a 0 c _ " ZLL Z a�i m a w i2 WTI a 3 Fk O Wu n NJ Y5 3 O LO Lo ui Co c� Q � T N Q' T Cq m ca LO ¢� N 0 o N � r Q Cl) r E m b� Z Z E C'7 0 to a Z Q JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. F1 f x a rn <n 0 Nam•) N J n to M to J� FV- Q N E LZ — S i 0 CL tZ 0 a 0 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. Ah TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Iwo EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FP- PUSH BUTTON SWITCH (OPTIONAL) FD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER t1 ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 10 r14 to Ilghts a outlets NEMA 1 10 #12 to apprises and GFI 150 AMP/ 200AMP 0 #10 to WH 10 r8 to Range #6 to HVAC METER �5 50=2I0 Zoo=a/o In r' Conduit 200 amp 150 amp UNDERGROUND TsW SERVICE BY POWER CO. INTERSYSTEM4 Bare Cu Ground BONDING 4 GROUNDING WIRE TERMINATION PER 5WITH CODE APPROVE 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. S. D w/ A lI V GFI � PA �� CAFE i III 211 AV PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER OWNER'S S Y ITE ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE Lit =I Tr GFI A JJ —�- / 1O+ BA I / I I I I I I I FAMILY RM I � v ROUGH -IN FOR OPT. CLG. FAN/ I LIGHT PRE -WIRE I U.C. OUTLET 4 FOR DW U.C. .OUTLET — - - I GFI / GFI C—---------- . GFi 1 UL ' L D.W. -7 - / INK w/ DIS \ / — \' i rqTp /PENDANT AS / PER SPECS - e,µme GFI DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE HOOD PER SPECS U RECEPT. FOR ALARM SYSTEM ------- -----, I I I I W.I.C. I ' I I I I I I I I I -----------J u VERIFY METER LOCATION WITH BUILDER WP H.B. IA GFI t IRRIGATION _ _ _ _ VERIFY LOCATION I GFI @ 44" A.F.F. DH ELECTRICAL PANEL O I I I I 2 CAR GARAGE I I GFI FOR GAR. DOOM GFI I GFI @ 44" A.F.F. I I I I I I L------------ GFI @ 44" A A.F.F. - f _ db -------I aS.D. MTM% )& I .4k ncm OPT. REF. _--T— I GFI 1= I I BEDROOM 2 ROUGH -IN FOR \\ OPT. CLG. FAN/ / LIGHT PRE -WIRED y /11 I'll 1. \ \,ED BEDRI'OOM 3� I G ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE \ E JIENTRY , I WP � BEDROOM 4 � �ROUGH-IN FOR JJt OPT. CLG. FAN/ LIGHT PRE -WIRE ELECTRICAL PLAN - ELEV-Al I SCALE:/4"=1'-0" I E\1 O N C� cpsCn sw G V C6 C Co V N — o0 •y � r c oC ; ea a y at t1 O V 67 y d' •A T N t1'= C E � O O- V 1: PA N M CD 0 To the best of the ngineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a C 0 @-9 j �n oDM .4 aj M 7 LL ii 0Iq Z lii �LLLL - w S2 ow a Y S2 •@ 1- A C" °' m ILW OD(z�� ZOU 0 W U) ❑❑ 0 z z Z � o V I iX V) Z v 0 W s Ly N ' W •`S I U 92 Iz m Q N 0 tT o w J LL 0 09 i z0 IT 6 C � oa Z c_ C4 & � z M _ � $8 ##� Z c� U)ru � ti C az �z o Qww= g W LL p �I (0 In Lid cc c� a O CU M N m m L0 ¢I O N o r O CV 0) r LO T E M CD z C E coy E >v y c m a U � Q 0 JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. 4 j ATTIC VENTILATION CALCULATIONS - Al Attic Ventilation ATTIC VENTILATION REQUIRED - UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. — -- The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Off -Ridge Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet --- - --- -- - - Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided SQ. FT. SQ. IN. of b Upper pPa CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'* SPACE SQ. IN. of SO. FT. Total $Q. y of vented IN. of of ventilation toSQ. Ventilators IN. of IN. of (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA! UNIT ventilation vented be provided en en soffit ventilation Ventilation Ventilation (See Elev) •SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA! SQ. FT. required needed required soffit by upper • STUCCO SOFFIT VENTS - 126 SQ, IN. OF NET FREE AREA I SO. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. — -- --- - - - - - -- "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 =(Linear Ft. of Deck -Air Needed) Main 28 1 Floor 2373 2278 325 1139 81 570 558.0 (Zone 1) 420.0 138.0 ' NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. I I ZONE-1 I I I ATTIC SPACE 2373 SQ. FT. o y�A fn N to I to I I I 5:12 SLOPE I I W I I LL RIDGE ------- I I :12� SLOPE 14'-0' RIDGE VENT a. o �-1 0 O I W y�A a N I 11'-O' RIDGE VENT I RIDGE I I I1J 0- I 0 n CNI T-0' L I N I irn• I I I I I 4'-0' RIDGE VENT I q I RIDGE � ( I I W ' 0. 0 I ' N04 T = I o I ih ROOF PLAN - ELEV-Al_ SCALE: Y4'=1'-0" N N O N c�a N fit o Cn d � cu CD o u a e� o C cc Cj N H'R O N 61 O a W Q IC2 �._ u w ^o `o 2 U 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. Englnee's signature and seal is only for the structural engineering potions of the drawing pages bearing Engine's signature and seal. a E CV tONtiC.�r-� iIi 4 M d' ik LL =� W Zm 13 �tL� n. 's- 0-1 a iA_N p o 8 T o W = LLW 6QJo ZO U oaU' N W 130 M V N E Q w J n V1 z a) o 1 , •� N LL LLJ Q OW S II ^^ N ' V LJ J J p �j •• C) w zz � S J E zo Q E ° a� 8° Z IT Q � O E 6. ~ � C: G YUU ZLL Z yy� VJ J �m w � Z o 0 ao W c) z J O d0' zla O O N //�W w . DLO Y i (a � I.L j T N m _m O N O -0-N L0 � T Q � T z E E M E w JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. 5 TYP @ 1 STORY U.N.O. A S3 VERIFY METER LOCH ION WITH BUILDER t B �. � VERIFY LOCATION / �a , ; I ELECTRICAL PANEL I (2) #5 REBAR 4'-0" VERTICALS w/ in : I OPROTEPROVICT DE FILLED CELL I 0'-0 I I : ,1,-6„ G APPLBUILDIANCEER ON ■ I ; ; :: 1: WHEN REQUIRED PE I • FBC 35-4" 20'-6" , ro S3 S 7211 I EDGE OF SLAB 2" I c Cl 'GJ' I : BEYOND WALL I CJ i0 b) b) ' — — — — — — — -1 — }: — I0 — — — — — - 5'-3" 1'-10„ co I G II 1 ; I: N I o) I I (2) #5 REBAR ; . I j . r ....... I (- 7 11 1 — v ' VERTICALS w/ in I I : I OPT. WI I I OPT. D 3 1/2" r> FILLED CELL " 2'-6"x2'-6"X 1'-0" FTG G W/ (3) #5 E.W. r 1 _ I L� J I L - - - - J • : L - - - - : 3'-5" SLOPE b 7'-1„ (2) #5 REBAR 2'-6" x 2'-6" x V-0" I ^` �'� AHU I VERTICALS w/ in I W/ (3) #5'S E.W. Sir TYP @ 1 STORY I �+ I CC FILLED CELL U.N.O. A I K S3 I °Q CJ CJ I IT .............. 9 °P� I 25'-10� " 1 8 i i � ...... g -5-�,, ........ 128 . — ..... — ■ 4 „ " FTG : i / W/ (3) #5 E.W. I r` -4" I L I I i 3-1/2" MIN 3000 PSI CONC. � I "'r`r, 7■ S3 = �� LO INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO PROVIDE Yz" x 9 Yz" SLOPE I --� (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY i i� RECESS FOR FRT. OOR VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSy `(,eNC TOP OF CONC./PAVER 0 BE 4'-0" I 4'-4" 4'-6" FILLED CELL I TYP @ALL PLACES SHOWN SLAB OVER 6 f�Ql%ViSQUEEN � 0':0:' 4" BELOWFLR:: ■ r■ ' ' ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BATI" I ................. ...... ... .......... ' ' W/ 25" EXT. ABOVE SLAB "GRADE 40 ISTEEL" iii ; ::::: ::...... . 1 ' -----.------� 4'-0" 16'-10" ' •12'-10" 10-10 STEPS AS I i v REQUIRED PER FIELD i I KITCHEN ISLAND LOW WALLS III b III OPT I ; .........:::::::::::::: :.'.'.' icj: . .... . CONDITIONS CJ-I ■ C / I - - - - - ���--REF. r - - - - — — ---- --- � --- PROVIDE 1 Y2' RECESS —1= - - — - CHASE TO I� SL�IrD / ��41 / 1 I TYP @ 1 STORY U.N.O. FOR SGD. REFER TO I III �r _ I _ o L S3 MASON'S SLOPE FOR I I I I D.W. ill �� II �J 111 1 I .a • . ' . ; III! A N iv -3 1/2" I L WIDTH J� JII M LL�J,ILs�_�_� S3 SINK 1 DISP i 16'-0" 2,-93a„ I 6'-10" : ; :: .. ; ; t °p 0�_0„ I , S3 .3 1— — I I I II = 4 cn o AC PAD O„ i HVAC CHASE BASED ON i LOCATION rr� ��, :: ----� t r I O `� I TYP @ 1 STORY H.B+ U.N.O. A S3 V-912," 1 T-222" 1 R• n„ I F'-n" I R- 0" L 6' 2'-10k L 5'-11 " FOUNDATION PLAN MONO - ELEV-Al SCALE: Y4'=1'-0" 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 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 r-'--i U CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Altemate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C. C cU C-A %1 0 L1J � -v > W O L a.W o cm.c. =cco to CJ Cn u. rs b N N to 06 ; m Q «s `- A N C3 d 1O+ i G O ar A W. _ .rm Ca. c >; ea o ci cj .( V' UA LU \ dC a, To the best of the Engineers knowledge, information and belief, the structural plans and specificallons 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. rn nE 8 S V �. Ze co - �r-��Lo 0 L Qi J Lu a * LM w u5 unW��rn � Nz d J K N IN CD ®QN z 3(S z >= d N N / z �ty LL 4-j N � OLn r7 LU gliiiiiiiiiiiiii • C= w U- M 0 zp cc N C n3 $� aZ wo p -2 mg 0 Z�_ z0 � N J M. oz 0 �z 0 W 0_=k O 0g K 0 3 d O L / ' A W L (0 co j 0 N Y Cr � m U) Q� 4-0 O N o O r T Q r lMCD z Z E co a " U p r JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. 6 Wri ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH IXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 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: 3/16" EXP. 1 (2%6) or %2' EXP. 1 6y6) TILE: t%2" EXP. 1 (1/j6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (23/8* x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. TVn in% a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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 1 112" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA16 1870 1585 10 -10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 1 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. ! 26 10dxl-1/2" HTT5 5795 5l8" ANCH, 126 10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 *" 8 -10d x 3" JUS26 1000/1080** — 8 - 10d P HUS26 1320/3235 ** 1335/2820 *" 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" 0 HUS28 1760/4095 "* 1720/3125 "* 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2)LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w/( 2) 160 SINKER (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 1 605 1 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 RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02.20 LOADS - ROOF = L / 360 FLOOR = L 1480 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 (8) 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 T GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. 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 64' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—Al SCALE: %4'=V-0" N N o d W s ar c � A P Q N N 7C Ca m CP "' c cc a c � - a w 0 VVIJ t�'`y''r _ w 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N0 v 0 gad m M < M u. C J d W Z -jLLL a a L W��rn ILz Z N M4Z dJ CJ W y ❑❑ 0 v z 04 z z U) Q N ul 0 8 w N V1 U � Q Q N o Cl) o E s o° zo R Wg Za;� F� CL 2-4S N o $E 3 a3 b a� W o w _ CID =1� La > co LO 124 CL co co co LLO Q� O N o 04 0 07 ^ L Ln T ai E c0 Z E M LDa; a U � ¢ O JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 •0 Safe vertical oa Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED UNTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS IMENS .0 .0 8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM dr GROUT SOLID � J �U 0 #5 BAR CONT. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. -Mir. RE I- ilM i RRWM F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T Q 2 z tNOMINAL tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cT i� precea ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S MIN.. (1)REBAR AT TOP (1) REO'D Ile L AR ALTERNATE POWERS STEEL LINTEL ° • • e ° .M.U. #5 REBAR AT TOP ♦ ° • GROUT MIN. (1) REO'D 1-1/2"CLEAR a • ° a rn y ¢ ^i C.M.U. id N • BOTTOM OF o LINTEL CAVITY O Inn �W w OTTOM o � 0 REINFORCING PROVIDED IN LINTEL ¢ c9 ZO a p n ¢ •�o' Cf 416 REBAR AT BOTTOh 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) v~i ui rr, R O A S INDICATED GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers 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 costing. 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 �) n_ 4'-6" LL 4'-6" LL E� 6-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=V-0" � c 0 CIA ;W Uj C o a G M coK .: 0Lic N CC O i Aft N mom •4 ev ]C -r W m 70 a =a 1>* ra 3 v m 7 CA 1/r Q C E /0 O a� VVN Cam{, 4 J ' l,(fif((,�(L�LtL�1tic To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W C, 8. Q �L,0_P. i aJ► u IDcNc J U. w ��u o Z rn a t cc_ W W ,a N t0 m LL Z; 0 t4 M d F- Z OU 3 y W z g Z i3S Z � Q ? a h U) N Z c� 00 N OLu �N by U Of S a • cli M J u"oo a 1g zCIL S ro �& 1_ chi � y Q LL z ry yx. _j W� U �o Z �- CD o .2O CD � LO LO Q CD co j r N � T IM LLO r ¢I 4-0 0 N o O N O Q � r cD z co Z E M d m a o U _j cc Q p JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. 8 STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10, GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD, EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. I 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR S INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz 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 5EMS 402-16 & ACI 530.1.13, ASCE 6/EMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7• BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. % FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3• 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD T T OF 100 PLF APPLIED VERTICALLY DOWNWARDA THE 0P 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 "1" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM 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" 2" 1 Y2" Y4" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 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 (3l8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN, THICKNESS W/ MIN, REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION, 4.3. CONCRETE MASONRY: 4.3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4,3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4. 2 ALL PLYWOOD USED FOR EXTERIOR HALL BE APA RATED STRUCTURAL S IAPPLICATIONS 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 ANSIITPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.162". 4.5. 4• ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, R TE SPACING AND ALIGNMENT NMENT ARE TO BE IN ACCORDANCE G 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 tr§atment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/s rinkler s stems including all riders rid spay hems shall n�t be installed within 1-0" oN the building side wall. 4. FBC-R R318.7- To prCvide for in$pecti4n 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 subsQquent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9• FBC-R R318.1.5 - C ncrete overpot� and mortar along the foundation perimeter must be removed be�ore extenor sot treatmen . 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 soiildisturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be Issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y81' 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. N N � N O Qr v. W ^ n• r- G o.�' C..) = Co C11 CI- 0 R o .- N � d E "� c V d y 1S C_ ca a 10 •Ot, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W FW- E8 vC,d A cl0 $ 1.0? M 0 N LL a u_ U. LL a ° 2 �g a O 0 rn °' t W LLILWry Z in 2 M Z J z OU M V V z z i a � V) -1 (U U 1 ' C u w - g OLU U w 'IN w M J E Eo ¢ a Z0 'T z R o a W 8 a- Z � I8 � rp � W- W q� Cn 2 LO _ Q ca ^�^,, LCD : N J Cr �... im m LO QI 0 N o LO o Z is M iA N v ll QE CJ � Q p J JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. S N 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 16GAxl-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** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 5'-O" o STUB -OUT FOR 0 o a ;n GAS METER iV z • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O,C. 19'-3" (1) SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING L•; Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap / 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1Od nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION 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 consideration. Check wall or beam below.* local building 1/16 code for appropriate details in One 1 Od box areas=20 of high or=20 sinker lateral load. 1 T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---\ DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM w `C STD. 900 �� CONT. #5 BAR >� HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO �L CONT. BASE PLATE BEARING COLUMN ' SEE PLAN FOR REQ'D r'—PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION _ J TJI TO BE CUT TO ALLOW - r FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from S FLOOR above to bearing below. STUU 2ndDS SECTION @INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. - Web Stiffener Fastener Schedule I - Joist Bearin Location V V Series De th End Intermediate - - ® 9-1/2" 2-8d ( 2-8d .. -_— BCI 5000s 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d Clinch nails - - when 9-1/2" 2-8-.d 2-8d_. _ BCI 6000s® 11-7/8" 2-8d 3-8d possible BCI 6500s® 14 2-8d 5-8d _ 10' _2-8d 6-8d__ - 11-7/8" 2-8d 3-8d _-- -- BCI 14" 2-9d 5-9d Tight fit - _ 16" 2-8d, _6-8d - 11-7/8 3-16d 3-16d_ 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls 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.* When joists meet over wall, provide -1 3/4" minimum bearing for each. <s:=' Provide adequate bearing „ for each lapped joist. Use 1 Odx3 nails at 6 o,c. for all joist blocking panel *Non -stacking walls nails require additional consideration. SECTION @ INT. BRIG. WALL — N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) D (see table below) 1:11: k:U I ANTVVMthr-IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 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. TABLE 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST 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. 1Y" 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 1Y" 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. SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8"R THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 1111L Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1Od nails. .,,Install tight to top flange. Joist hanger ' \ Filler block. Nail with J 10-1 Od 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. eb 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 � Q � depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-� • ' :�: SEE PLAN FOR •• aJ.. • • • FOUNDATION INFO • STEM FOUNDATION GRADE REINF. SEE PLAN v r M�j a a11 lilIC I I �I • o r= A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. IT LOCATION OF SECOND H10A SIMPSON I(WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4' v CENTERED @ PIPE 10 PENETRATION 4 .. 4. a `1T NO fi 12" BELOW GRADE 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 �. n PVC OR SCH40 SLEEVE PLUMBING LINE n 4 �t � 04: e is z • a . A 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, d A / A' G e 4 V a G ' I' SEE FND. PLN. SIZE & REINF. N N N N 0''-1 ,. ' W V • Q O , - fz O -/ w M- !CP A O y a as c 1< a- 0 4^J,+�f GRC) ......... •, .. • L} f` N :! ^ F t �, h ��c.►r.;it.� r To the best of the Engineer's knowledge, information and belief, the structural plans and specificabons contained within these drawings comply with the 2020 Florida Building Code - Residentiai 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E N 8 V g- 0 tg N O M� - -, # �ILLW � JLLLL a 4 Z CL N Z IL0 9 W pp c9 R z z � J a N V) z $ � v s 4-J u- Ca w 0 G �M _w c r_ W Z C" J � o �o Qo a �Eo ° sLL go E s ~p nOL a o as z N n a� °dz q qQgg WW J r� <i �it z 3 12CL 8;5 �� a O f' Mill � zla kk o 3 c LO ' ^ ^' rn T C7 .--� co M � N T o N m L0 _m QI O 04 0) NLO � T Q c T E c z E M y M m a 0 ¢ o € JOB NO : 22-06474 SCALE : AS NOTED SHEET NO. SIN 1 is I ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4- (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 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 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o A SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w/ ASTM . wil D7158-CLASS G or H, or ASTM I ; . D3161-CLASS F, IN -I l 12 ACCORDANCE w/ TABLE WI ZT(NP') VARIES Y P 7.)R905.2.6.1, FLORIDA BUILDINGCODE 7TH EDITION (2020) RESIDENTIAL ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 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 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 116" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH ix2 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 a NOTE:EXTEND WAWA WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E_17 de _ r • Z 005 M 4 OP 6 MIL VAPOR ► BARRIER ; p 4 till, r COMP. SOIL. • (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4. V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" Q3'l OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - GG S3 7` 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE ' @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES 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 = 5/1 x 10" "J" BOLT @ 24" O.C. W/ r 2"°x3il PLATE WASHER (TYP.) _\ ELEV. Oil(ALT:1/2"x12" TITEN HD @ 24" OIL O.C. OR 5/8"x10' WEDGE ANCHOR _kj] A.F.F. @ 24" O.C.) 2" - - ELEV-0'-31l2" z 31/2" MIN. A.F.F. g 2x4 CONT. tL N s I I so GARAGE DEPTH VARIES 31/2"(m n. - 4" GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 1"x P.T. STUD _ #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) Vill 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED ' 'I n GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY- go z NOTE: *FOR BEARING WALL ! =J 1 W/ UPLIFT ONLY i ,- - - ;I I I !II.-11i II,I III FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 �giri II�Iltj III - Y ill II�II I II :I 11 11��1111t�11 ��. ��I°-� � • 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' PAVERS O.H.D. RECESS O.H.D. RECESS _ M _ • . 4. . • SEE A/S3 OR J/S6 - -I SEE A/S3 OR J/S6 I l _ FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) 1' " (2 STOR) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ,J, GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES AND 12" O/C FIELD ,VAr —IVAr TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %a' GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"1 S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) - (ALT:1/2"xl2" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS - L 3 1/2" MIN. / 1/2"(min.)- 4" (2) #5 CONT. --� It'' YTT``` ' U.N.O. 1 MIN. TYPICAL BEARING WALL I STEP as SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" ems• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M ���o s INSULATION PER FBC AND ENERGY �/ 1c N� FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8" x 10" '1 BOLT @ 24" 1 W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. I K.O. BLOCK MIN, 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] FIBERMESH 2X PT PLATE #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR e e t+ GRADE 40 MIN. Fy= 401 r v a z #3 & #4 LAP SPLICE FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 11(R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH .a-�1h11�1. 11=II==1►. �i-11=�1= 11;�'JII-711� ll"'•11—l11 11-�Ii�ll;'�II 1 NOTE: SEE SECTION Cl FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE U P C A r. Il Il II�I>, L� .•.. 1114111111 ,Is III �IhII�II�1 . - � • • •• �• III- _. II,�11�'�_s I � II�11�11= I I1�•�11�1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP, BD. 112" FROM SLAB 0'-0" CONT. BEAD SEALAP INTERIOR d. -31/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE SLAB C � a c CV M 6 MIL VAPOR _- BARRIER _ E S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E � 6x6W1.4xW1.4 N WWF OR FIBERMESH r, d' a 4" 4" INTERIOR WALL SLAB STEP NON-13RG. rK SCALE:3l4"=1'-0" S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. „ . ; SEE PLAN FOR r` " " 0'-0" FIN, FLR. SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN =OF FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN, (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS ••; :+'•P••, CONC. PAD INFO. TAPERED COLUMN FRAMING C[ SCALE: 3l4' - t'-0" (2) #5 CONT. =1 Irj11 ON 3" CHAIRS 8" 1'-4" 1/2"(1- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1111 (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MN. TENSION 2600#) 6x6W1.4xW1.4 _ WWF OR FIBERMESH ,, a t. ruin ICI: 10 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4WF S.G.D. (U.N.O.) � I WOR FIBERMESH SEE A/S3/J/S6 FOR REINF, INFO. I -4 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS aI S.G.D. � M SCALE:3/4"=V-0" \i S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -, EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' 00 RA - z= • w I : FaWW l _ill 00 -I •� ,; • 1 _ - -I c Z M-cc co-- 1 I 2 -Ili ill i ' FOOTING Jv BEYOND PAD REINFORCEMENT 3"MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 N ) 5z� r+ C-A G W e , (f) 7 W O a C, G ono � �u-a N N G = , ••� � C7 J a a 3 3 1; cc �; d a a.a G E ' u 6 F1 y•. F t. .•. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Buikling Code - Resident el 7th Edition. Engineers signature and seal is only for the stucural engineering portions of the drawing pages bearing Engineer's signature and seal. M S UJNO. � Q M ul � a �; 'T a 0 2�4 5 o r0NCD 0 W ITT m tLZ�Mz�� N I- �v W ❑❑ z � z z z J lV M N Z v � N •U 0 Q �8 O �y N ' _w I Noil O M o LL�pp E U p z0 I w Z za) -C: _j g W N � pwo 8 �_ U � O = ;( Lf � L0 o� c� _ Q � � N N Y I ,- � 00 � LN T N Ln a� m (Q E M D z a U _j Q p JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE .� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 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 VVALL IJ I irc iVIMAIIVFVrVr INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN YARIE9 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 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" O/C FIELD SIMPSON SP1 w/ (10) 10d -- NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENTEl 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" 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 CJ'4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8,, 8" 7 5/8" 8" KNOCK-OUTNOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 i i � I ■ �II I�� N 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. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4e FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD_\ BLOCK WALL ABOVE. SCRAP MATERIAL _ w FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE 8x8x16 C.M.U. GARAGE DOOR C---_� GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR - MOUNTING BASE DETAIL SCALE: N.T.S. U SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK cI a e c 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. STD%V FFA�o� N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x ---- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET vvvn r nnv� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) 2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16, (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. QO OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� aE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EBLOCKING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) U O/C FIELD g 2x TOP PLATE—// 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =- = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP /� 2 ROWS 10d @ 3" O.C. (14 ;� SPLICE-7 '. ,,' / NAILS TOTAL) EA. SIDE OF 54g,M SPLICE STAGGERED t10d @ 8" OIC d: ATTACH ALL -' 111-J EXTERIOR STUDS W/ 4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC 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) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. I & NUT ROOF TRUSS ABOVE F 2X BLOCKING / 2X8IP.T. BOTTOM P I TE� C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 " -(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 ° ° BEYOND. NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" --- PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY SIMPSON SP4 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 I I MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: EEPDXIED 2X8 P.T. BOTTOM MIN. INTO BOND PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) t� C-1 C`4 c O- .s 154 W N ... G G. A qvp yC A s w dg�. a a n-in i O rYa�iyi�lllieYff �. "o, `,:ip .,`5 0'%% `e^ , afxl>pf(f;sre5i°�ii To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Bullding Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 11- E N F LoQ N O e 0 �No a LL di a) M am u; W In —9LLu' 0 D CL Z L m _ 5 w `: ` 0 W J Z N M Z Q Z OU W DD Z z a CL- �U OLU V7 c «, �N s A. U) U w 1; 2-& �Q O N W z U— E oo �aR �® o ►ro `� a Z N t L CA@a C C JJc ~& LL �r NO Y~ C� g= W CL T J gE �� i moo_ 4F Epp WW °u et ilia 3 o O �(0 W LO Lid rn B .- IV- CD co j N N v m m LO 'Q O N o I o 1 T CT)L^ r LO '/� _ W iA o z Z E M to C E w C ,_ JOB NO : 22-06474 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4) 1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING n SCHEDULE FOR SHEATHING DETAIL 45"± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 1" BRACE TO APPROX. 8" FROM RIDGE FASTENED AT @ 8 0 0/C. EXTEND AT LEAST 90% OF , ' EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) 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 d TOE NAILS @ EA. BLOCKING • 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6 O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7HE ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM T OSB SHEATHING ATTACHED OS 1 OdX3" @ 3" O/C CORD ATTACHED Wl (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD " " SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) MAX. 9' UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND RI NAILING SCHEDULE FOR SHEATHING j DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/16" __OSB @ 48" O/C FOR THE k1/2" SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS INTO 2 x6 P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10d 3" @ 4" 0/C SPACED 2x4 "T" ON TOP OF PANEL (2)16d NAILS x INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH () SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 wl (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP M r__r " SEE STRUCTURAL CHORD BLOCKING ;0 ;0 INFORMATION SCOHEDU EDFORLING SHEATHING DETAIL BACKNAIL w/ Ti TiWOOD 1 11 (2) 16d NAILS TRUSSES go go 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 NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1l4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) E ON 15 3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS S CTI COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) (" SEE TYP. WALL SECTION FOR SCALE. 3/4"-14S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S55 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ,,.,,. ,,...,.,.,............,................_ 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX. S5 J S5 GABLE TRUSS 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 • ._ . _. __�•. _ li • . ..—.rsa ___-_ .L • I . i Ij ' II jl, II I 'I d � h JL CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d (2) 2"x8" "L" BRACE -� NAILS AT EACH STUD FASTENED WITH (3) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S'CJ SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 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. E ES AND 12" O.C. FIELD JACK TRUSS rY SEE PLAN FOR t - CONNECTION 2x4 "T" ON TOP OF PANEL-j BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1003" @ 4" O/C (2)12d TOENAILS SECTION ("9 SCALE: N.T.S. CJ`5 \-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) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) — BRACING w/ (3)10d x 3" AT = EACH CONN. @ 24" O/C 1 -MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH . UNEVEN EXT. WALL CONN. @ NON - LOAD BEARING LOCATION CLG) � E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - V-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 Cr CORNER JACK U' Y a a z w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5-, r-CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. '01 0 151111111111111111 NOTE: /-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. __KT�REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C-h �.Y V, e r Q 16m� N a 5 d A ca N p d C� cc %�✓ t. %f To the best of the Engineers knowledge, information and belief, the structural plans and spedflcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. to E a M o N 8 N Si U Lo8 0 rn - M " j U. ii Z t g;; a W ���� M °i' M Z d N OU 9 U Z W ❑❑ z � ziz- J N Z'n (1) CD 4--J N LL 'U OLU ' „, 1 a 7W o , o EEE l— C R � z SE &po = g= �� cr 1 v � =`O" C wg x � g � >_ ZN .r U% J z g9 4 3 W T o 0� Q r M6$ A ° c 0 I* C0 uO it 120 0 Q NCr T— W m L T *_0 •~ N 0 CTi L0 C�i�`v z ' M a EE U Q p JOB NO : 22-06474 SCALE : AS NOTED SHEET NO. S5 �i LO a M 0 a Lo 0 i �3 CK x C a 9 i E 42 EZ 3 i 0 i tom. S 0 a 0 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. -- APPROVAL FOR CONN. APPROVAL FOR CONN. r 1x4 P.T. (� 1x4 1 X 4 FURRING 3-1/4" LONG X 3/16"� FURRING 3/16"� X 3" LONG TAPCONS L FURRING 2 ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" @ 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3116" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ' x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 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) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO .) 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 NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS SECTION A -A 8° 1/4" x 3 l/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)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX, RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. a° FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 ±5A ) NOTCH WEB AT L\ FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga, PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. yr SEALANT * PRESS PANEL REINFORCING INTO PLACE, r 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. ` F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ / TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'4' MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" #5 CONT, TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" :► e P GRADE e . co to Z_ r •► e• (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION � DO NOT DO THIS kR ` THE ' :S ♦ FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW #5 REBAR (TYP) ' 0011111, MOD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 12. 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 L-1 PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4 = 1 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.* ?x + Ul FNOTH + + + + + + + + + 2X4 SYP EACH TRUSS CONNECTOR • SEE LINTEL) I/ III 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 —/ N %. SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 wl (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 6 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: Sr•r - r -v cGG cuGGT n) ANr) 7` @ FIRST COURSE 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB • METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" T01 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1 r-011 51-011 NISH SCALE: N.T.S. .• . .. • Imo•' Y • ' D #5 BAR gyp. 1-0" . • CENTERED W/ g ►.;'• IN TOP ► ` KNOCKOUT / • CHAIR BLOCK MONO FOOTING k ,. SIZE AND REINF. PER PLAN •. AND SECTION DETAILS CLEAN FILL .► • • • DIRT 4 z •; ' STANDARD #5 BAR IN 90' HOOK iv FILLED CEL '► L , ► �— .'• ..', . .'• . STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT 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 ± 211) #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 in% ur..er w nnun SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C C N o N PLO G O p r% rn y cz •'�� �aYd >< 3 "•3 co q = v d A c J O- J w q'o wN f, J•N.o' 46 . aiM t. F✓';o�p�f E-,,31C'C� ,��� 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 - Residentiai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E a N 8 0 �0RGo � � -I LL M tr J M u- 'iMI a U. _ uj ` cz o- x 1133 �. - W re o ILW ur)N M Z I- J Z OU 0 W 00 z � z r` J a vz 8 (D LL Ow Q sr M LL s O o� Q E B Z H nj — a� �0 �O wat� i %0. � 3 iA C " 2 ~E $w z v 1. W a�i 3 0 O ° aZ � � zip a � ° .2 0 2 (6 Q` LO LO 9 � Q CL CO � r m Ln Q 0 N o .004 LO T Q � T E (0 z z E M E :3 c M a U JOB NO : 22-06474 SCALE : AS NOTED SHEET NO. SS i U CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV, FRAMED RIDGEMAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. , 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB--'::: 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'4" 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 B TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. — _--z—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE RIM=n ff mmm= -�� •• 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS T A DIAGONAL AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS 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 JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS 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) #7 x 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 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACIN( 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d ENE NAILS TO TRUSS BOTTOM CHORD �— ROOF SHEATHING ATTACHED PER NAILING SCHEDULE �- COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION 11N. 2x4 #2 SPF STUDS @ 6" O.C. W/ EXTERIOR SHEATHING ATTACHED ER NAILING SCHEDULE & 3) 12d TOENAILS TO ,LATE BELOW IIN. 2X4 #2 SYP P.T. PLATE V/ 1 /2"X8" EPDXY ANCHOR D 3" FROM EACH END & 6" O.C. MAX. INFO. SECTION ENTRY $ SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 'IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO (2) 2x8 #2 SYP wi O.S.B. FLITCH Pl TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION r1INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR a SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT 1 SCALE:NTS SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR �1 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 @ FLOOR CONNECTIONK*�22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER �� CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. 7 �I `—• MASONRY WALL BELOW: SIMPSON 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a.. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS d' . SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR Ic ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: NTS 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON H SP2 w/ (12) 10d NAILS AT TOP p 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING ' BELOW @ 16" O.C. LOW ROOF TRUSS W/ Y(2)2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS IN PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS r-A o .y+ m $°- c ea =`•o u o- ':n co N cr_ v 3 0 w o 0 \\�II1lililtlUll/ !r . .......... N% . t9 z 0 �• �• P �Z/// AR 0 F E S SIO� To the best of the Engineer's knowledge, intonation and belief, the structural plans and specifications contained whin 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. IN r� '98 (0V► 0 �6. c'n — ram- "r a Nlha w LL J - LL U.0 'Fa °' d 13 ZW o �Nm W �pjQ1 m Z Go b CN N ILZ Q J N IL =OU v W CJ ❑ z aS a_ J z 4--J c/� LLI Ln N YZU1 M ,12 U �'o • c w Y N O�0 O CM p w z (p 8 O. �° a Z® Q E8 fj �? U w U Z � ro W � � i � Ada m0 r z (; C (n Y w m QW a z �.8. O az W Cx LL z o ',h a ° O = 12 3(0 Ln T ,-� CL Y Cr r m Ln Q� O cN\I o o N 0) T Ln r aCF) � T to 7 � N o Z Z a E M U ¢ O JOB NO: 22-06474 SCALE : AS NOTED SHEET NO. D 1 �a t7i C M a 62 10 rn B J Q E 2 ti 12 -0 UI 121 LO LO r, M a a THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/6" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK t 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME 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 ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING --- -y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS 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 corner 8. Mechanically fasten as necessary SINGLE JOIST SELF -ADHERED FLASHING NAILING FLANGE W WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN r OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING „ I DOUBLE I I !'; JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SME. 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 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALLSELF-ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD no LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 �a PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 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. SELF -ADHERED FLASHING R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of EXTERIOR CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH . R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied ---------__ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - - -'t - 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 i �i building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7,3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade OD paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER in Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (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 RELEASE PAPER TO EXPOSE AD ESIVEASS OWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the shall comply with V 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w R' t t B 7.7.At built-in putters. d FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB ` SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER �. 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER ater es ls an arner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) a DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - BOND BREAK WEATHER RESISTANT BARRIER- -- SELF FURRING (SF) LATH - PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ON IIS Cement - - - A Plaster ACKER ROD over block 1 st floor FINISH 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 be 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 max,' C" ` � a 0 ¢r Av C (P 4 -c� to d N w �•d'�syya cr- 7 Y � moo• y 77 u 0 tV M 0 To the best of the Engineers knowledge, information and belief, the structural plans and spedflcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 1111111 F- �E 8 $ v d c 0 =-co $ o NN0rZ 3222 Q iM LL LL J U.LL W o- a g Z = m� aIL W 0 co LH Z CN C, N OU J 8 Z W ❑❑ z � z Magi J z (I) (D 01 (10 .O,,,g V) N LA U VW 1 2 oco VIP W Z J u-• E Z, W ,iL ?° Z® E:° � Wa Z _� S E z 1 z � z WZ N rli L W.0. W. �� m2 �o COc C .8 xj N gLL Z Jp iz Z' 3 0 w 8 Z �w W g 'w k5 of cp c� 3 O = > CD 0' L'^ �/ a- ~ co CY) m CD *J r O N QI .0^ fV d .i..f IO LO Z E M N E U 0 JOB NO : 22-06474 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gauge{ +1 /2" x 41 /2" x 2-12" Bach Cross Support e (May be cut to W) See Anchor 1 /2" Div. A325 (Typ-) Bracket (16 Gauge) .. N14Self-Driliinp Scfe1MS 110-5/8a A/C Unit Bmwm Edge Hurrioane Strap (Typical: 31n front) washers Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Glauge) p14 Self -Deming ScremThru Brackets Br Backtross Support Into A/C Unit Bottom Side (Typical- 3 each side for hurricane use) INSTAHAI t ORMATION Siam& Inentl9ALLM YIe4lxaAm am (7str anted stilts leach liwaY7At Air $nor. Gdlaad Set DswL s.etellJ "even seyaat Aive na stew Florida Department of Business & Professional Reputation Building Codes and Standards Product Approval Application Detail Pape i ter 1 12flar=1 S21I111 I redly or 20 am Due Pa tam ➢tit Mips Vension (lugger culaa MAlntlneu6Llceusa VYmfed terYOMM figlagglag FAC g(gDg7fill alb so& ARihndion 2020 Strait Vent Products, Ina Mdieal Graham Hermes F, Marrero P.E. Lots* Bo.dn D.E. 1211 Or= 12r1er2020 12261020 /pprwsd cat"W. struourai Components (577) 441-83H PE-73778 (334) WO.1600 Subcategory: Produce hirodlcsd as R►wh of Infoiga adv4ntq Nee TaehnobOY 0diripnence N4mwb Evaluation Report from e FlOMa Registered Architect we Uanasd Florida Profesabnsi Enyhea Anotanaglifarflat e.e a r m aS O Coon12I31rz023 mu I, HWHZ 8-11,11 ed IF--- 1 MrsdVem Model 111540,510 Dual Funclo, Flood and Wnsefln Vent Yee Yea NIA 4100F100 2 &rodVant Mods: a1540-611 Dual Funelon Flood and Wdd.dn Verd 1213111M Yes Yea NIA •10DAl W 3 OrnadVam Model C54P520 in WK041"l04d Yom 1W3/r2 Yes Yes N1A •100F 10Q 4 tim.nyam Mod01 e154P521 heisted Fl0.0 Verdi t2Pd1rz023 Y. Yes MIA +100Ati00 5 1hamVanl atO2d11,1040-524 1Wqud; dreg. cow Flood Vim 1213IJ2023 Yes Yes NM WA e g"OVeM Mods: OM540-570 Wood Will! Inallated F" Vent I2012t123 Yee Yes NIA •10011D0 7 amadVeot Model 01540-574 14.59qud: Oersgs Door Flood Vent 12dt2023 Yes Yes NIA NIA Florida Departmerd of Business & Professional Regulation Building Codes and Standards Product Approval Application DM9H1 Pap 1 art IIIVM/ � fl1d8D.gt Matt PJIt MLLt AN View- Mmaittokm rmilt JrgaloYCluLanu ZWOW X YAW M ammulg E !u®ad agn Revd. 2020 Drexel Metals. let. Joan 8humete Zachary R. Pd.st Looks Bowden P.E. GBM&2020 OB0a102o 004202020 10M32020 Approved COPONYi ROWWO I5021303-1511 PE-74021 (334)3OD-1800 SubCnottre Metal adding lsnumeteatrexme4.com COopMen kWhgrk Evaluation Repot from a Florida Registered Amhtect or. Licensed Florida Prow.lerte Enolnaer . iia.3GKl[YNd As IN emrg3r91g.IM Impold > J gA lroduW Model. NteMn ter NMrle QII. Codrear tbmlr.nal Dale In R4adwd pram. 1 Drarel Metal Rodens "-I OMC IWNS, Deaf 1508a; OMC 1756, OMC ZOOS, 12131,2029 Yee No NIA oMao WOW Florida Department of Business & Professional Regulation Page 2 of 4 Building Codes and Standards t/252oz2 Product Approval Application Detail +�rrnr.tlyaee� � la ,� Tyae tl!R{. Manuhcturier CORONA Enalnear&LIcanae Validated. By Velitlatad Sulam said FIND Approval Approved &MIUB Revle:on 2020 Thane-Tru Corporation Ssve Jasperson Lyndon F, Schmidt P.E Ryan ,t Kinngg, P.E. 04115r2021 12r312020 042212021 05.N8rd021 Approed Cat"W. Exterior Doors (Soo) e43-7826 PFA3400 (64 767.69a6 SubCategery Owging Ederor Door Assemblies yasper",valMmehu.- Compliance Method: Evaluation Report from a m Fields RegssredArchitect oraI-im aedFiorids Professional Engineer Oualav Assurance Aaerovadfer Uss Bnba For Lao lglgegi !a t rawagxuimggLaw In 14VHZ cae"triHZ } 1 e, Tha FRar• las to and Smooth•Ser Nominal 611IM8M8 8quokImpactliquot Opaque 12/3112022 No Yee Yes NIA Composts Edge Fiberglass Single Door (Ines Momu"i XcorMgurotlon) 2 b. Themat-Tru Filler-Cpssic and Smocih-Star Nominal $&M3at& 116quotlnpact84quat Opaque 1213120M No Yee Yes WA Composite Edge Fiberglass Single Door with Side:ze(a) (Inowtng0uswing, XO, OXor OXO confguretiana) 3 a Therms-Tru Fiber-Classia and Smooth Star Nominal 8Bdh3D;8 $quatli pactaqu rt Opaque 121312022 No Yee Yee WA Composite Edge Fiberglass Double Door Wth or WRhout Sidelites (Irswiroy0utewlnp; XXor OXXO configurations) 4 d. ThamwTru Ftber•Classic and Smooth -Star Nominal 8&"D;0 8quotlmpact$quot Opaque 12131r= No Yee Yea WA Composite Edge Fibergless Single Door (Inaw, nglOutswing; X conaguratlOn) 5 a. Theme-Tru Fiber-Cisaslc and Smooth -Star Nominal 6&a3Q;0 &qudtlrnWt&gU0t; Opaque 12131r= Na you Yes WA Compoaie EdgenFl�las4 SIngle Door vAth Sdelae(s) (InaW rg; XO, OX Or OXO ooMlpurstlons) 8 f. Therma-Tru Flea-Classio and Smooth -Star Nominal 8&"D;0 8quotlmpaot&quot Opaque 1213l/20Z2 No Yale Yes WA Composite Elbe Fibagl9" Double Door with or wRhSut SoaOtes (InawinglOusA4ng;. XX d OXXO configurations) 7 g. Tharma-Tru FlberCsaHe and 8moom-mar Nominal B&M3a;8 8quotlnpaotilquot Glued 12191r= NO Yea Yea WA Composite Erse Fiberglaea Single Door [1.0-g/Oula-sg X-Ag-tion) 8 h. Thermia'In Fiber-ClaaaO and Smodh.ftr Nam met 6SN3g;8 &quot;ImpacWquot: Glared 12131r2m No Yes Yes WA Composite Edge Fiberglass Single Door with Sidellai OnSWnglOusWng; XO, OX or OXO configurations)ions)th•Star g i, Therma•Tru Fiber-Gaaafc artd Siroo Nomiml Bt:M3g;8 &quokirrpaatagdp; Glazed 121311�22 No Yee Yea WA Compoeis Etta Fb:; aw t= 000r Win or without Sidelites 0nd;MnWO up;%ms:.XXor OX(O configurations) 10 J. Thermal -TN Ister-Classlc aria Smooth -Star Nomina188J/�;0 aquotintpaot8quot; ©lazed 12131r2022 No Yea yes WA Composite Edge Fiberglssa Single Door (Inswenglout wingl X oondguraton) 11 k Thermo-Tru Fiber-Clasel and Smooth-.Ster Nominal 8&MO &quotimpecM,glwt Glazed 12r3172022 No Yes Yes WA Composts Edge Fiberglass Single Door Wth Steeltel(s) OneYAng101AwAng; XO, OXor OXO configurations) 12 I. Therma-Tru Fiber-CMNIo and Smooth.SMr Nominal 8039,,0 &quaVrnplatli 91=0 12131r2022 No yes Yes WA Composite Edge Fi paryfiva Double Door with or without SLieltes (Iruwirg/Outawing; XX or OXXO configurations.) 13 m Therma-Tru Flber-Clasdc and Smooth -Star Nominal 88J130,8 &quotlnpacttpteot; Glazed Molded IV31MM No Yee Yea N/A Open Composite F-dge Fiberglaas Sings Dap FXWttOguraBon) p:.nr Outs 14 n Therma-Tru Ptber-CgaWc and Smooth -Star Nominal 56dPSa;$ &quoTlmpact%quct Glazed Molded 12/3112022 No Yes Yes WA Open Compgade Edgs Flbagsas single cod with Glazed Mokiad;pan eidelfte(s) (Imeming/Oula i ft; XO. OX w OXO oortllgurations) 15 0. Therms•Tru Flberfile sic and Smooth-Ser Nominal 8&M.8.&quotImPeCt&quot Glazed Molded 121312022 No Yee Yes WA Open Composts Edge F14erg:m Double Door Mtn or without Gazed Molded Open skw tas (Inmlingnuswngi XX or OXXO oortfiput14Z4r1a) 18 p. ThemiaTru Fiber•Olneic and 9modh-Star Nomin.158M32A &quoblri'gexda = Dp - 12131t= No Yes Yes WA. comm"e Fiberglass Single Door Mth Molded Doan Si1AIRe(s) (InowinplOutawing: XO, OXor OXO configurations) 17 q, Thems•Tru Ftbar•Ctasolc and Smooth -Star Nominal 8030;8 &quotlmpactaquot Opaque 12/312022 No Yea Yes N/A Compote Edge Fberglase Double Door With or Glazed Mo Open Sideikes .,Z (IILSWrIVOutinvi g; XX or OXXO configurational) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall P.D.I W1 IN21411 1:me )Sonata[ liar ant MOLEsaam 20 Mont vamm s>yxw amYteLLALsrmvalidated m Will" Auga= ttMAppearing Aggl036d am R44010M 2929 POT Industrve Jne R.W'sId M.msDeds 8000-CER Mlern-Oda, 5000• VAL 1144 020 1DQ=20 1ir"20 Approed catsgery. Extwiv Donn (941) 488.0100 (7e6) 316.25M 6ubC4bgory: Slang axtedor Doe Assembles Iral-MtgpgandUsa tot CUM114M MMhod: 0011100603 Mark Of Ueing om Aoaewd Iw Use Approved far Use leant NAM aM$ah. Or Warn Product Usswurballm Gams= lwlgg Ode I, HVILZ amid" Pressure, 9 Br30.5S7P(Large Mssa Impact) Vslyl alWhg(96" Cow 04114202i Yet Yes Yet WA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherma'Tt�u A. SWINGING Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +fi7.01-67,0 psi 12/31/2022 Therm aTru Fiber -Classic and Smooth-Star(IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 f 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1123 (16X7) FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/3112024 PGT Series 5500 FL261.1 NIA 5/26I2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NiA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roop 151b Felt Undedayment FL12328 NIA 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 Camp. Of Ridge Vents FL16918.1 - FL16918.4 IFL21580.3 NIA 919/2026 Florida Metal Products, Inc Vent RV10 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/1012025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/3112025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/3112025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12131/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITiN Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the inspector on the jobsite; 1) copy of the product approual, 2) Florida Department of Business& Professional Regulation Pact of Building Codes and Standards IrJ512D22 Product Approval Applkatlon Detail E awr no 21A Data Pandina Miss Manufacturer Contact E�n & Wants validated 6y Yam PAAaRmval A0prNrwd am Revision 2020 ThermaTu Corpwstion Steve Jaeperson Lyndon F. Schmiidt, RE Ryan J. King, P.E.07123f2020 07N2P102D 07IM020 10113I2020 Approved Cetai Eatgrtor Doom (500) 643-7628 PE-43400 i813) 7a7AWM sub0sipDry; SWnging Exterior Door Assembles a)aaparmnothermatru w co u n Report a InF FloridaComplan Florida R IatWW Architect or a Licensed o PrdoaAor�ia) thee 2KtF1lt1114tI " Aeerovad far Uas ll$�Mt g�Qp i Product Mods -„pumper or Name, Product Daaano51N1 ContraotExelraaon Date 1n HVHZ OUWItla HVHZ Reas 1 a. Therms-Tru Fltarr4fenb and Smooth -Star Nominal e&rW.S &qucOmpect&qua Opaque 1218112(122 Yale Yes Yes WA Composite Edge Fiberglass Single Door O"wMirelO.1avdng;-X eprdiguration) 2 b. Ttlerma-Tru Rbar•Csesfaand Smooth -Star Nominal8&M39:8 8quotlmpap&qupaque ',,.orD 12/31 r2O22 Yes Yea Yee WA 9ompo4dta Edge Fibegl,M Sinop with Siddte(A) Ona OnglOusWng; X0, OXor OXO connguretlons) 3 c: Therms-Tru Fiber-Clwsla and Smooth -Stir Nominal Squat;lmpea&qurr� Opac)ua 12/31 ti022 Yee Yes Yee WA Composite Edge Flbsrgs9. Daubs poorWiM at Wthota SldelBes (In enhigroutnatrre; XX or OXXO conRguraaons) 4 d. Thama.Tru Raler.Cla sic and Smmath$ter Nominal 8&03a l) dquotlmpactaquot Opaque 121311= Yea Yale Yed NIA Composite Edge Fiberglass Single Door (InetNligFOu,7,Q Xr uratialt) 5 e: Therma-Tru Fiber-Clestle and &o loth -She Nominal 88l13g;0 8quotlmpad&quat OPagw 121312022 Yee Yes Yee WA Comporas Edge Fiberglass Single Door wRh Sidelb(e) OtsWng/OrJte/Ang; XO. OX or OXO eoMlgurie lows) 8 r, Thamu-Tru Fiber -Classic and Smooth -Star Namina188M39,06quotlmpatd:dequot Opagiue 12/312022 Yes Yea Yee WA Campoate Edge FI Wgsss OoUble t7od weal or without Sideiltas (Inawing/Ous ving; XX at 0)0(0 configurational, 7 g. Trerms-Tru Floor-CMssb and Smooth -Star Nominal "#as aqueompaet&quot Glazed 12131r2022 Yes Yes Yee WA Composite Edge Fiberglass Single Door (Insvitwoutswilg; %configuration) B h. Tlerma-Tru Fiber -Olaf is and Smooth -Star Nominal d&M3g;8 Agwtlmps"quot Glazed 12Y312022 Yea Yes Yee WA Composts Edge Fibelglaw Single Door Y& Sidelle(s) (Ina 1A 0usw4ng; X0, OX or OXO cpnNguretiona) 9 i, Therms-Tru Fiber-Clesslcand Smooth -Star Nominal (1&M3e;S &quotimpact&quat Glued I wlt20Q2 Yes Yes Yes WA Components Edge Fltsrglass oouole Door Wall or Without S"Ree (IneMng/Outewirng; XX or OXXO oonfiguradans) . 10 J, Therhm•Tru Flber•Csase and Smooth•Star Nominal "MO Glazed IV31r2022 Yes Yee Yes WA Composts Edge Fiberglass Single Door (Inawing/Cutawirg; X wnfguretion) 11 k Thane-Tru Fs)er•Classic and Smoath-Star Nominal 811IM30;0 asluaMnipaat&quot Glazed 12(31r2m Yin Yes Yee WA Composite Edge Fiberglass Single Door Mal Sidellla(e) (Insviing(OuaMng: XO, OX or OXO configurations) 12 I, ThemM-Tru Fiber -Oleic and Smooth-Sler Nominal 8&M3@,g 8quaWmPaat&quvt Glared 12/9112072 Yes Yale Yes WA Composite Edge Fipaglaes Dow ble Door Wth or Wthout Sidalites (InalmhWOutewirp; XX or 0)0(0 configuration$) 13 m. Therms-Tru Fiber•Cleesle and SmoppsStar Nominal 6Md"f,8 $quatimpaQMquot Opaque 12131r2022 Yes Yee Yee WA CompaHa.Edge Fiberglass Single Door Wth SquotNon-Impaataqugt; SMe1Sa(a) (InwdnWOulsYmg; X0, OX yr OXO configurations) 14 n. Thwma-Tru Fiber-Clansk and Smwotr.Star Nominal 8&M3g;g 8quotlmped&quot, Opaque 12)31JM22 Yes Yea Yee WA Composts Edge Fiberglass Double Door Wth &quotNorslmp0ltlliqup; 9ideliss (InswirefOutsw rio; OXXO configuration) 15 o. Therma-Tru FiberrClwaio and Smoo"tar Nominal 66M3e,0 ag14dimpuMquot; Opaque, 12f3I We, Yes Yea Yes WA Composite Edge FlCefgfass Singla DoorMd, SquogNon•Impata&quat Skklna(sj) On aW rg/Outwy r g; XO, OX qr OkO ass figural ohs) 1S pD Theme-Tru Raer-Clasale and Smooth bar Nominal S&M.0 Mquotlmped&quot Opaque 12r31r= Yes Yea Yes WA Composts Edge Fiberglass Double Door With Squat;Non-imped&quat; Saellba(IneMng/OubMng; OXXO configuration) 17 q. Thermo-Tru Flaw4kinsak and Smooth -Star Nam! 1i8e3B;8 on-Impec%gtast Opaque 12131720Z2 Yea Yes No WA OYbmpaWe Edge, Flbprgl in 534916 Door Onswirg/Ousweng; X corirpuration) 18 r. Thera-Tru Fiher-Classic"S xth.9sr Nominal 011411*0 OPOMNon-ImpaUSquot Opaque IV3112022 Yes Y46 No WA Composite Edge Fiberglass Single Door Mar Sldetbe(a),((reMnWQusWMg; XO, OX or OXO configurations) IQ 9. TlermaJiv Firer-Claesc and. ShrootirSter Nominal 8&N39:8&quotNon-ImpaaM,quot; Opaque 12131r2022 yes Yes No WA Composts "a Fibelolaes Double Deo'vA01 or vMhout Stilettos (heeling/Out raving; XX or OXXQ conngurauons) 20 t Therms-Tru Fiber -Classic and Smodh3sr Nominal 80;O dquotNon-Impsdaqud; Opaque 12/31r2022 Yes Yes No WA Composlla Edge Fiberglass Single Door (Insw i g/Outewing; X configuration) 21 u. Tterma-Ton Fiben-Claeee and Smooth -Star Nominal8&M .D &quotTJon-Impaot&gteW; Opaque 12/31/2022 Yes Yes No WA Composts Edge Flbaglase Single Door vdm Sidelke(s) (InawinglOutsvAng; XO, OX a OXO conhourallori 22 v. Thermo -Ton Flbw-Clseaic and Smooth-%.r Nominal 8&AE1aO &q-tNo Imtnd&quot, Opaque 1T31r= Yes Yee No NIA Composl4 Edge Flalrgipes Double Door Win or Without SMelitea OrrevirefOuseino: )OXor O)O(O configurations) 23 w Therme-Tru Flbsr-Classic and Smooth-Ssr Nominal 08d13S;a &quotNon-Impaet&4uo4 Glared 12t3lr2022 Ya Yes No WA Composite Edge Fiberglass -Si gis Door amovi glouswrg; X eorifiguration) 24 X Themes-Tru Fiber-Classio And Smooth-SYar Nominal O&M .6 &quatNo,Impiavi&quot Glazed 12131/2022 Yas Yes No WA CompraRa Edge Fitlerglaaa 5hgs Door With SldNtaCa) OnteWngl I ng; XO, OXor 0X0 configurations) 2$ y.Thamva Tru Flber-Classicand Smooth•9ar Nominal van AAdfuOkNon-I pat5&quot Glared 12011=1 yes Yes NO NIA Composts Edge Fiberglass Double Door Wth or vMmout SMelltes (InaMllg/OullMng; XX or OXXO cgn%uretons) 26 It. Theme Tu Fiber-Classle antl Smooth-Slv Nominal a&i%9 O9gUOt;Nom Impsdaquot, Glared 12131/2022 Yee Yas No WA Composite Edge Floagla s; SYpte Door (Inswtrgl0ulswylg;. X oonfigulanon) 27 za. Thermo-Tru Floor Classic and Smooth Star Nominal SBJIW;O Squot*m Imryrapilquot Glared 12Yd112022 Yes Yes No NIA Composite Edge Fiberglass Shale Door with Eldeias(e) (InsMng1OutsWn9; XO, OX or OXO wnfipuretons) 28 A. Theme-Tru Filer-Closeks and Smooth -Star Nominal 811IM30;0 &quotNon lmpact8quot Glazed 12131rAV Yes yes No WA Composite Edge Flbecglsae Double Door Win or W0,) wthout SMelitss Qrsevingl0uta (a OXXO configurations) Florida Department of Business & Professional Regulation pass 1 dill Building Codes and Standards 14=1 Product Approval Application Detail gya11 60mf_9C Matt find am letadria Asia ,lima Ynnm Mnumom QM= agmoeuilLLeoee YilaWtlat xww m immmmM LF.An mass( Aagmad amLL Rev l.rI 2020 MI WMOdvs and DOOM ant 81eng4r Luls Roberto Loma Stevan M Urlch, Pe I0AW= i0061202o toJIW2g2o 12n61020 Approved Oveeoty: Exterior 00" t717030-3300 Pt392514 TM W-8454 MCatgoW. Siding Exterior Door Aeeenbles bsttlnper®mMd.00m Compliance Metiod: Evaluation Repot tan a FlOiMa Regulated Archga1 w. Licensed Floral. Pealossmal Engineer Quality Assurance _ Aaorowelior fit Aoerovsd tar INS bme Mtdm _. eao Y Motltwt Yoa.l. saner or team in Ny 9 Rt/VD� �&M. i BERIE3=UMINUMSC47 SERIES 420 ALU MINUM SOD 0X0 121312024 No Yes No WA 1453/4aq0d;xa0equd; NON -REINFORCED 2 6ER168420ALUMINUMS60 SERIES 420 ALUMINUM SOD OX. XO. XX 12rd12024 No Yet No WA 9S&qud;a4Uquot. NON -REIN FORM 3 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12rW2024 No Yes No WA 145.3/4&qud,XOSSpud; 4 SERIES 420 ALUMINUM SW REINFORCED SERIES 420 ALU MINUM BOD REINFORCED OX 1W312024 No Yee No WA X0, XX SMquool"qud; 5 SERIES 420 ALUMINUM SOD RENPORCED SERIES 420 ALUMINUM SOD REINFORCED XKK 12A72024 No Yes No WA 143Mgtet;xe5aqud; Florida Deparamerd of Business & Professional Regulation Pape 1 six Suiidireg Codes and Standards 10=1 Product Approval Application Detall auk" vat am m aemdoe 2e aft YlWm aftaffi MAgarplid ABSmsd gwa RoMolon Z20 WeynsDsln, a dvmn dOv4mee0 Dater rnvayna Ku uh John 6, acstea Jeffrey P. Artesian, P.E. 10/122020 OVA 020 10MO20 12M612020 AW044 Corporation (330)793.6121 PE-51737 (904)0215200 Cat.oW.. Ext d. Doors dkani",veyne-daital.c SubCat.Oary: fieabar al ext.rlor 00.Assemblles am C4npiin w4 tied: Evaluation Report tom a Flaide Registered 1vn0eo or 0 Licensed Florida Prosessional Engineer 4WWL5tiYLaifd A-andflat Use Ausravedbar Use tmufd 219M AMA GMlmanstlotlmt Mm7a�llml[etlaDtmt inx)mr > glass t 1RtmRt 3 5000/410d3200 M1108 ssass: Mee with. I assets; MAX hsi Glazing 121312023 No Yee Yee .31.ONL35.00 avellat s In top or Innen.dide asdlon. 10 SOOMI00/520001123 1660*. MAX v1dh. 146091. Max heatit. 0140ne 121319023 No Yes Yee +34W)3.50 svoll016In top a Intsnns talt sedlon. 11 800041 OM20001124 15= MAX Moth, 14aarbe. Mal how (long 12/312023 NO Yss Yee -34.4006.39 Vassals In to or intermediate 04011011. Florida Department of Business is Professional Regulation Pass i tit Building Codas and Standards Name, Product Approval Application Detail Mt'4e Enter at MY! ads AILPtadm tam LULL V.FN- bs sillto DmL femd6t EOg1090L111G1ate William ) dwdm admnm ZBCaonmwl ARMUM agn Redeltn 2020 Comas Clvhon of AADG. Ins. TOM ROW UL LLD Troy Bshop. P.E. 17R0=20 IZ1012olto 12212020 Aprxowd Categaryl Exterior Dods :11411411441113 (954)W-04e0 "Categorrt Exterior Dew Coirlporiema tam.riatey�aewea4y.d. C"llariss Method, Ostentation Mae or m Q,M Aaeurana Asearowdfor Usa aae[glad.far b= Mllkp . sons. P1aaLLLMesalglleo SrMraO.le�go.aae 1,Kv1& outside HvHi EssMtaot P--. 1 6g1, Tar, W. r47. 757. 177, and 647 Singleend Pass of Fldsh, Laub, and Louvered single and pelts d 121312025 Yes Yet Yee WA Dwo hallo. metal doors. Florida Department of Business & Professional Regulation p4p.1 d2 Building Codes and Standards MI2071 ProductApprowl Application Detail cove tree ar Ode Ode Oak#!'•ndl- Bob .Lord vemm Manufacturer 2EM EOYtatlt&IAgtDV YSWILLM.& Ydamm agmaM ERIC A vial Aagmud a" ROIASM 2020 MI Windows, and Deals Steel Stanger Slow M. Undn. PE 11J171M20 t 1MMM20 112712020 Approved caseay: Wilde" 171 r)36&3300 MlemitaClirete A500010011 (711`)3174434 stesCst"Onn. Single Hung asMngwevirwacom Carrallalce 11141hod: Cadiaeken Me* or Ue:hg AMMLAVAg IW Aladerissfial fies, the AmrJIIodfar Use malt Meomd $MP J3O Model. NuHMr Or Name agasLougme 2U In HVI tit Outside HIM Redslant !'riftsure 2 105 SH M72 Fi0)Fings Frame IGISG Single Muno IDIOSM23 No yes NO •00'40 LamlrMed Glees 1--a N L � j O � U Q O O • CU }'� � z3 CU -CU tin o C 0 U E0 0 Cn a.. C it-y Oj fy � ^L a /. l-.Q.__fl)Q u J C O .y Ai 4 y wI^ �- o k, ♦ � � A C.3 N AdoM s- An4iV W did O Y Q u •3 � � L 1Y N p G C7 N C �o G. u L 0 Cn E �J Z U)_ CIO 0 O CL C O L 114t CID W O L W W Z Z J Z Q J a SHEET NO. PA 1,0 r-ir ii-wirpirm_p Florida Department of Business & Professional Regulation Palo of 9 Florida Department of Business IS Professional Regulation pays art Budhling Codes end Standards I29022 Building Codes and Standards trym2l Product Approval Application Detail Prod, Jet Approval Application Detail Pendlna 29a lima version Ymf YrsC Consists gAtWWLALWM Validated By )MMIM AIamUOsn fAQA9t11AMo AcalgJan Blears 296Versi _ go g am,Pftooa Ala 020 Revision 2 Therm►Tru Corporation Stevtl Jaspeman Lyndon F. Schmidt P. E Ryan J. King, P.E. 10107r" OW1&=l 1LV13,73021 12n16rA21 Approved naa 1laarBernrrf Conrad almuLLualn 1rMica+LlltL mom" aa01FIC Approval Aas� sea CatsgW, EsOwior Doors (800) 8d3-7828 PE434M (813) 7874%5 AI(Mmdkn 2020 POT Industries Jane RamrrJ MsmFOetle 8000• CER Mktn OD de a = Vµ 11,05020 1/1O62020 '11RI 020 Approved SlbCal•Dory:B\MngingExteriorDoor Assemblies ejeapalsglQMennatru.eo - Colegorr.Wlnd"S (941)48"100 (788)315-25ko Comq(ance Method; Evaluation Reportfrom a m awacommgory: Monte Hung IraP4aMapgtln4Nfineo,a Florida Registered Archbact Ora Licensed Florida Compliance Method: Cwm"§. Mark Or Umbria am Professional Engineer . , .. .. 911d�A3Y�l'! AglioyMffJlal A4g0D(d�,llil 21" Agwan Tar Use _ El�E Atduct Modal. Number or Nome PmaLct omltirmw Contract in HVM2 Outside NVHZ r 2 BNseOa!urge L'kW. Impact) wpmmiss. Hunngg Vordow, 07 e W� 1 tThenro-Ttu Fiber-C(Idaio and Snncth-Stw Nominima S& a8 aquot:Non•Irrpeaaquot Opaque Imi2022 NO Yae NO WA Campo*@ Edge Fiberglas S91gle Door (Inswirwr0utswing: X configuration) 2 b Theirmimi Flbw-Cleulo end Smooth-Ster Nominal aaM8e;5 aquothlon-InparX/gitot Opaque 12*112022 No Yea No NIA Composite Edge Fiberglas Single Door Wth Sidelao(o) QnweingloutaVArrg; XO, War OXO oon8pun9ons) 3 c Thammi FberZImusto and Smootn4saf Nominal BlPM:S 84uotNon-lnWoMquot opaque I7J31/2022 No Yea No WA Fiberglass Co"m% Edge Ocrubs Door yr m or • ithout SIdMHas(InwNnyOutw+ing: XX or O)= o crifigUadons) 4 of ThemrTim Fiber.Classic and Snhodh-Star Nomirr178A119O6quothlon-Impeoliquat Opaque 12131rA= No Yee No WA Composes Edge Flborg We SMgla Don (InwArg/Outawmg; X configuration) 5 a Thelma-Tru Fbw-Clnsk and SRadh-Star Nominal ?&M O Squothlon-Inpactaquot Opaque 1213112022 No Yea No WA Comocails Edge FO)er9tsss 13MolisDoor with Siddies(s) 0newinolouNWrlg; X0, OX a OXO con5gunkons) a 1. Then11a-Tru Flbsr-Classic and Smooth -Sur Norhol U";O6quotNon-ImpseNgJot; Opaque 12MI12022 No Yea No NIA Floods Department of Buslnae & Professional Regulation hp 1 d1 Compabe Edge Fiberglass Single Door Building Codes and Standards lrJmi d avilnp Vulmwhp; X configuration) 7 9. Theme-Tru Fibw•C*nl - end &TCO -OW Nominal 64M3e;04quattion-ImpaRaquot Opaque 12/31r= No Yea No NIA Composite Edge Fiberglass Single Poor violin Product Approval Application Detall Sideline(.) (InsldnyKMo+ing; XO, OX or OXO configurations) 8 h, Thams7ru Fiber -Classic and Smooth -Star Nominal OSM;O &quotkon-ImpadBquot Opaque 12131= No Ya No NIA COrmpetlte Edge FIWmglas Double Door vRh or Waited 6ldeNlas(Inatvllg/OOtaMng; XX of OXXO raft Ea114tAC are Asia 2029aaln 20 configurtions) Sty Y/dalm magglilssim Sodas ankh 1J"m validated W "W" allignoted F&CAamoord ABfalfd AMM 9 LThermo-Tru Fibpr-CMWc and Smooth -Sur NomiW UNW8&quot:NorHmpat&quoC Gazed 12131r= No Yw No NIA Mhrolkn 2o20 POTlndudrome Jens Remwfp L1am•OsW OCCO-CER M•n*134de SCCO-VAL 11/05020 11105=20 11n1/2020 ApprOM4 Composite Edge Flberglss Single Door caukow Wr. (041)4Idopou (789)315.2500 (InaviindDutpNina; X colfigumbon) afLCeW d soon Formal laaualtlQpatlntluamaac 10 d Thermt•Tru FIOar-CWSIOand SngoM-Star Nominal.6&M3 ;8&g4otNOM1lmpa4ffiqucC Glazed 12r31r2022 No Yea NO NIA th Coryoanta M•med:camle.tlm Lan or tManp an Companies Edge FlbbaapplIawSlnnppla Door Man B*ei0e(rd (IneWrg/OuWAng; XO, Ox a OXO configurations) .'. 11 k Thema Tru Fiber-CYasio and Smooth -Sur N omaal "030:88quotNon-Impwx&gtlol; Glued 1213172022 No Yes No NIA 2MMLAUWADM ANLROAULU a &NUMdlgLun mYs 219M Composite Edge FbwWm Double Dow Wth or Let hard 6Z1,OOarlatlm SI ,IlsaligDallt in Hvill outumbilelOrsi nftktg Lateen 1nIMA SMeiRea gneaAng(OuOvddng; XXor OXXO 9 f>MoSS20 6aae MNN@ lensed) Vhtf Fixed Wndow 04gD202a Yes Yee Yes NIA configurations) 12 LTherms-Tru Fiber-Onsib and SmootMBnr Nominal ?&#W;,0&quotNoe-ImpagMquot Glazed 12f31rJM No Yee No NIA Composite Edge flbwglaw Single. Door (rnswinpl0utewiw; Xounfru ition) 13 m. Tlhem*.Thu Fiber.Clwic and Smoolh•ffiar NwnMi 7&#W;0 &quOhNor impadBquat Glued 12731rd= No Yet No NIA Composite Edge Fnbwglma Single Door with SWeloo(a) tlnawlnyQdwAng: XO, OX or OXO oonfigulwldnq 14 n. ThamrTru Flbw-Chalk and Smeoth•Shar NomMl "$U,,0 &qumtNon•ImpuSquat Glued 121311= No Yea No NIA Conhpcelte Edge Fiberglas angle Door (V"Mwowbh*v; X ewfoutown) 15 o. Thera eTM Fiber-Clselo and SnOOth-Sou Ndrninl UON;044uotNorr•ImpwdquM Glazed 1241r2022 No Yes No. NIA Composite Edge Fiberglas Single Door meth Sidette(s) Onewirhg/Ou"Iftil:X0, OX or OXO contguationt) Moods Department of Business & Professional Regulation P1ge t art 15 p. Therme.Tru Flbw•CWtk and Smooth -Star Niomtssl 5&039;04quOtNon•Impp Gazed 1213112m N7 Yu No NIA Blaldng Codes and Standards 10=1 CompoNb Edge Rbwoms 00010 Door vMh of w 9frour adolnu nnaMoWoutromo XX or OXXO configurational Product Approval Application Detail 17 q. ThermwTru Fbw-Ciaasic and S wth-Mw NkmirRJ 55039:14rhuotiloMmormatkuol; Opaque 12131/2022 NO Yes No NIA Composite, Edge Fiberglass Will,lass Single Door Trainsom O/X configuration) 18 t. Thant aTru FiberClorb and Se ooth•Sur Nominal 0400;8 &quotNon-Imp•dlquot Opaque 1213112Lgt2 No Yee No N/A iBnl ammLa an ca"•pandlito Cempcelh Edge Flbsrplses 9MJIM Door vAth I= Xm= mKwbom Gallia SidelN(a) and Tramom (hrwingfOutwang; OIXO; Yd m" YAW OWN= ZKLARNMA Aaga)w Oda OIOX or O(OKO configure" ReNMan, 2020 Janes Handle. alllaag Products. Ina Chad Dla0e4 V. Andrew Ten Jahn SouMta, RE. Mi05r021 12141202(1 DIA M021 ding FBC Apo, 19 aTherma-Thu FborClassb and Smooth -Star Nominal SLM3PDSquotNon•lnpad&quot Opaque 12/3112022 No Yes No WA Coagay: Panel Walls (909)545.9350 PEe1992 i3l2)367-2929 Composite Edge FlborgkM Single Dow width eWCatpeM• Maine eh•d.dmtdmaJemtal+ad Sfdlte(s) (inwAngMutoWng XO, OX or OXO oamp)MntsMgho* EvsWatlm Report tom a �.wm Contmmus Head and Sill conRgumnaM) Fla*• RQOSU ArC h"OWS Imernmed FlOale 20 t Thmumm N Flber Owsak and SmdoKSbr Nominal tf&MO aqu*pim-Inv*ce4uat. Opaque 12/31/2022 No Yee NO WA Pra@niond Nonlinear Composite Eggs Fiberglass Simple Ooar4wm Sider nawin XD OX w OXO Continuous howl amend Sill oofdiguradmim) Amewdra u•• 21 u.Th•rmfa TN Fiber-CMsk and SmOauf•lS4nr rtpedBquot Glazed CompolWMASteE4g* Fiberglass Composite Edge Flosrples angle Dow ivinh 12151/2022 No vas No WA �! 20 aMM SkWbKs Onswingroufaving; XO, OX Or OXO 1 Complies, Leo Siding lbaM1wmaM lop siding 12IM 2025 Yee Yee NA WA Continuous Hood and Sob OoMiguatkhs) 2 Hard.PisY Lap Biking liar-aemenl lap •13g 12014023 Yn Yes NIA WA 22 v.Theme-Tru Flow -Cfamic and Smooth -Star Nominal 85f/3B:05quatNon-IrrpadSquot Glued 12f3l/2021 No Yee No. WA Composite Edge Fiberglass single Doan with Odelb9(s) Qnsivingtoula fig; XO, OX a OXO Continuous Had and Sill conRguragaw) 23 w. Thernme Tru Fiber -Classic and Smocilh•Sur Nominal 6601 tilquothlon•ImpodSquot Opaque 12/91/2032 No Yu No WA Composite Edge Fiberglass Door Panels VA9h Vented S(deaeW 8newingiOut rai g; XX XXX w)WM mftumtorl.) 24 K ThamrTru FiawClassk end 8nlocid -%At Nominal 8&M3t .0 Squothlon•IrrpadSquot;.Opaque 1213112022 No Yea No WA Composite Edge Fiberglas Door Panels wish Vented Side l r(s) Qn ikip0ubw9g: XX XXX a XXX( configurations) 25 y. Themmi FborClasslo and Smooth -Star NomMel e&=;B Squat No&lntmd&quct Glued 12131/2022 No Ys NO WA Car pone Edge FWargion Goer PorokvAth Vented Sdalite(1,1 QnwMng/Ouaw'rg; XK XXX a X)(XX Flodds Department of Business & Professional Regulation Few I of 28 zThemes-Ta FberClairsic and Smooth -Stir ocrifiguradons) Nominal 84M39:O 4quatNon-lnpsdllquot Glued 12131/2022 No Yes No WA BuildingCodes and Standards 10eCO21 Composes Edge Fiberglas Door Pstlola with Veaad Bhtelb(eg gmmehingroueawag; XX XKX or XXXX Product A )Spr0Va1 Application Detail DOM+gurafiona) 27 a. Thorma-Tru FilowClassla and Snood -Star Nominal Dad ;$siquot;Non-Impeadquot Gloved 1218112022 No Yee No WA Composite Edge Fiberglas Single Dow with 3aM39,D $WOW*) Onsedno(Outiminp; X0. OX or OXO OolrnguralOn►) 28 so. Thorma-Tfu Fiber-CluelO and Smooth -Star Nominal Bad130;5 SquatNOn-Imped&quot Glad 1201M= No Yr NO WA Composite Edge Fiberglas Doubts Door wed 3a MI) 8id1Res OnswindOudlwing: O)= oonfiguration) 29 so. Theme-Tru Fiba-Classic and amooUh-fur Nominal UMO Ile;*Non-tmruotaquot Glarad 121311= No Yea No WA Composite Edge Fiberglas angle Door with 3&0*,,D SI XO, OX a OXO �be(a))Qnaa�winy0ulswing; 30 zd. Themki Flaor-a=Wc and Smooth -Sur albmr*184M39:0&quathloo-lmpootlquat. Glazed 12011202Y No Yoe No NIA Composite Edge Fiberglas Double Door with 32#39;0 S*erRae (Insv#% 0uWMng; OXXO configuration) a1 a.Thames-TN Flbar•Gsefoand Smooth -Star Nominal 704139;0 aquatNo&Impool quat Shakier 12181f2022 No Yea No NIA earies (Composite Edge Glazed Fiberglass %nos Dow with a Wthout 1AAW:2 Sidslss(s) OrlwNng/Outmviong; X OX XOorOXO cgnNguraoons) Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail FLM6269-R31 TRK Vltslon Manufacturer Contact Engineer L Validated By Yt ndatffi SubmittedElasft ARintroved Approved Revision 2020 POLY43LASS USA Maury,Alpert, License John W. 10/2W020 10/22I2020 fj& 17J1512020 Category: Roofing S9542331330Smalp"Qpolyglaea.cCm Robert Nieminen Knezervich, PE SpRD2Yal SubCategory: PE-59188 (954) 772.6224 11/01/2020 Undedayrrents Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Prof9aalonal FLA62SM21 Engineer Products I111B.t! Produce Modal Number OrHMM r align � • 'rm�osq ,.„, �s aodm Pressure 1 Polyglass RootUnlderlaymeMs Roofing undalaymenb 10121f2022 No Yes WA +WAI-MA 1 Polyglass ROOF Undefgymems(HVHZ) PPooyyppl� an root undenments for use in FSC1272VA021 man Yes No WA N/A 2 Potypass Root Underho"ents(hW-HVHZ) Poglglass roof undalaymefas, for use In 12'232023 No Yes NIA +WA1.022.5 FBC non-HVHZ Judm iladons. 1 Polyglass Root UndefYym&" (HVHZ) paypusd roundenaymants for usst In FBC 12f2312023 Yes No WA WA FIVFI'L ludadidla.o. 2 Polyplass Rod Unoe"Serts (nan-HViM PoNglaso roar undengmenK, far use In 1212W= No Yes WA +WA/-M.5 Fad` noryNVHZ Juddlotlaro. 1 Polygtasse Roof Undedayments(HVHZ) Powsomroof undadaymants for use InFW12123/= Yes No WA WA WHIZ jurisdictions, 2 Polyglage Roof UnderlLymems (non-HVHZ) Pofyglaep roar undlOWmartts, fa use In 12123r2028 No Yn WA +WA/ -MA FBCrw"VHZjuddktw*. 1 PolyglarssROOUndedaymerols(HVHZ) Polyplassrod undedmimentefair useInF801273MM Yes No WA WA HVHZ.lundiction . 2 Polydan Rod UndefYymeMs (nm-HVHZ) Pollr91ats rod undefirimertts, for use in 1212d7,IpZ3 No Yes WA +WAI.822,6 FBC non-HVHZ JudediaUnns. Foods Department of Business & Professional Reguktion Building Codes and Standards Product Approval Application Datao Pass I des 100=1 go name °v°0° alga dim miawmnlua d� it�AlJal u yes dd" X m i 6&M rid FDIC A AsommalaurBL Roulskn 2020 MITek Inc. lWn Walden IOC BvNudon SUN", LLC [CC Evetusliah Servos, OM 1rA21 OWOW21 041112=1 Approma Causes. Structural Canpaherts (952)a9s-m5 I.I.C. BWCdogaty: Tun F4Ma wooldonarnh.nm 1205) 5914wo Cotrylltnce Method: Evaluation Repo( gam a Pro" swualkn Day . awb Atenaee Approved ra Use AMOued for Use gBgMt amm iilat Ddm ComaaLonolmAit InIIVMi O"di2nmz aMedrd Erewln I MISAHd Is, go. high ofingth Wu oonnda pea 1Z1312022 Yee yet NA WA 2 WINH8 to tit Super high MroOdh lass cmnedor pigs 12131I2022 Yes Yee NIA WA 3 Ian 15 19 ga. tams cmneaa pate 12XI12022 Yam Yes NIA WA MTMT2G48 is go, high then9M Wes ranntila plate 1213141022 Yom Yes WA WA a 20 gL high ssea0t, no ownMer pate 12J31fM2 Yoe yes WA WA S TLIB. M71s Is gw Guam connector p@1es 120AM2 Yes vs. NIA WA 7 TL20. MT20 20 go. suss cgnneaor p@tts 12J31=2 Yes Yes NIA WA ,tea. Vow- arsubleaac gazed.I mu.Alhaau xddde me X&M maamad As � a" Reurlan 2020 TNAKO Building Products LLC Kord Won Rcban NkpMnen John W. MusNctm, pB 1(yW4r2020 OWW2020 1M V2020 IMMA20 Apprawe CoaWxj: nowo r41T)ffW-8B44 PB501ee (954)"M224 MUSIC IS: Undierl"rit. kem_edMtilemite,00m Corrplmal" Mo hoct Evaluation ROOM tom a Flak@ Registered Ardmod a a Ueented Florida Professional Eml)Yheer Let Proast a BMN&.Ar HM= At)KNWIa,uu ADWAUOIQLM Gadosilg kdio RO In KYHZ Olbidet AU maid aailn 8tAd t IR>man 1 TALIKO Red Undsrleyrarnb(HVHZ) RadundedayrnallW For use In F SC HVHZ 06292025 Yu No NIA WA durwifoctic 2 TAMKO Rod Undarbymente(NON4NI-a) Redundbil"4nW For Us. In FBC net.HVW OGrA2023 No Yam NM WA IWsdotlons, Florida Department of Business & Professional Regulation Pagel ofI Building Codes and Standards +Rr" Product Approval Application Deb([ Gone Stay or art no 201%= an um DOWN mmadm ium rail': AndcaLauaama Xdgw" xagat Asionges FBC Aaamvd soom1m AMA Rawemon 2020 Larharice Rtlams JNNry Jones L mudner, P.E. Stevan M. urirA, PB I in312020 1 %3*W 112RW20 Unit PaC Appal, Ca@pay: Rocong (500904163 PE-31242 (717)317.6454 aubC.NWry. Rearm ACcessorm that we an kldlsyalmahco.can mteglel Pon dfthe Raising System compliance Mdhod: Eieleetbn Report tarn Florida Re$*t*dArchfiest Or a Lkeefed Florida Prdeamlona ruglnoa Alit Ggnldaf406mq gaimf.ElbAMMAra HiMulli. >i> i Ace" prawn 1 Deck -Alt -a M-4 or TRI-Bum Doak -Air 044 Lew PraRe, PdypraPA— Plastic, Rod Von( 12110=5 No Yee No •97.5A97.5 talismanically Afterched to Pywood Deck. Florida Department o►Business& Professional Regulation Pavel atI Building Codes and Standards V25rm Product Approval Application Detall aoLztmm am J� V� n Masufaetum auwme Votdstet Bit Valid�at d Submitted d FBCA)emyal Approved Mo" Revision 2020 AR American Shutlaro and Game Mike Sorbian Frank L. Benrardo, P.E Troy B@im, P.E. 1008/2020 10/15120g0 IION= 12/16=1) Approved CsaaaOrin Shumm (Ste) 712-9362 PE-0046549 (254) 9474980 subcstwrr Sturm Panels mlkabalalNnarmum ehutle oompfl@rA*Method: Evaluation Report from a scam Floridat RegisteredArodaaLxrad Florida Professional Engineer No Product Modal. NwnDwar Noma meal �Imnaa Amrsvied forUu Aooawd FML#Gtomrlpmn ConUM Eltplrmaon go in HYMZ OupWg far uu Mato HYM ROBIBbnt Design Ptasua 1 249a Calumniated Steel Sloml Panels 24go GaNanaod SUN Surm Panels 12f3172U2.2 Yee Yee Yea N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applieatbn Detail Pepe t d 1 01140=1 Gm I91dDLor ads data 2OL&BAM an im venom 1 > yraratal )(event DAMR d Pee Ammwl ADS am Reviolan 2029 Wevpdmaow Rob Bolden IC0Ev♦I.don8eri1o.,.LLC lee Lehrer, P.E. 02MM21 ID43 021) 02MVN21 Appro✓ed Cooney'. 8trueh.al Compceer" (253)0244473 (801) 830.32H aubClepory: ent eaed Lanbor RaMn.seldwintgwtytifw ceapowarm Mand; Evaluation Report Iron a a t-Own Product Evaluation pally . ANKMMUAAN Aemmusma to" Rim Iggl Bsdury�yl,do C.wadEW.a'wwAat WVIRZ alti�u Rnwrs lnao. 1 Mlpro4.m LVL LemhoW Verna Lumber 031312023. he Yom NfA WA 2 Pentium PSL Paall Stand Lumber 03/31=3 No Yes MIA WA 3 ToeberSlmnd LSL Laminated Brand Lumber 03/31=3 No Yde MIA WA 4 TJ Rim eatitl EauClanl Composite Lumber or Oriented Bath 0313142023 No Yes NA NIA board Rim Bard a varyaheauser Rim Sawa Orients Stood Sae RIM Board 03131=3 No Yes NIA WA Florida DepaRrent of Business A, Professional Ragulation pass I or Building Codes and Standards 1411=1 Product Approval Application Denali Ss9s amwor aft ems aftPHMAM ➢ss MOM Yulm aaamraaoe GO= im rwAIMM yggL(sp-gr mmm m "a" FaCAmmtom dada soma RWAMM 2020 MI Windows and Dow green ahinger AmeAan Arehkedural Steven M UidL PE Ioga1= 100M020 IO/1M020 Approved Cagorp WMdws 1717006.3300 Manuhctures Assacbdm (?M31T4434 SACupdry: HwUgRal Seder b0ingar®m1we xan Corll IIMN Method Coralkellon MIIN or L* hg .. aldity Amounts Approved for Use Amevwl for use )medal Alien amnt MAU InKVNE 2WI1lOMM RIM" raw= 1 HS186Flnendnanpe Front rWinwkdad Clsr OW0024 No Y. No -Was Florida Dep ulment of Bugklsse & Professional Regulation Peg.1 art Building Codes and Standards I&XV1 Product Approval Application Detail Gags Know m Oak, Immodins, men vetama mormurimhumer C9dii Ena Lke miabda Wood Alegio d FBCAMGvw Aagraved a" Revision 2D20 MI Windows and Dona Brent Min1w We R Lamos, PE Slaran M Urlch. Ps 10)O812020 1000Mo20 10MWO20 IZIW 020 Aprxweel Citepdy: Windows (117) 395-33M PE-SM 4 (717)3174464 BWCattewr. Moons b0hygglnNM.0am Compliance Method avaluakm Report tom a Flarda "award /vddect ar it Uwnaed Floride prdessional Engineer 9tmoLaaBu(rm AP�alllatYta AB mVd far UM IMAM stun z� 6781 wtfiela was tYJ 1, NVNi Ih(YMo �.lnfni ae drW► Ffee t—n Fbdda Department of Business & Professional Regulation P.g.zd2 Building Codes and Standards 1oo2n+ Product Approval Application Detail 59a1 INMOr an an anMam an mraa YKWM mnvmom Slides godUfAAWM tgmaeLmC XWA W Ilamad aaCAan=m blow" !lone Awrion 2020 Amld. Nice Thanpsah Lyndon F, 9dhmld, P.B. Rya J. King, P.S. 021`1512021 DD15020I1 021222021 04"12irm1 Approved Cetapdy: Pane Walls (330)922-2369 PE-43400 (913)7v asm 9WCdesery. Safe nthonpemaoJlde.co , Cempllerro• Mesled: RVidudlem Rolwn horn a Florida R llet.md ArchlWdf or a Licensed fladd• Pr market Engineer .... • 4iprov.d far Ur bud Arlen a W a RnrerA Yad)L Nuroa a Nam. Pry a e•natlon Cared RW dtm doe In NNIE outside MML R. WI qa� 1 L &gfagirsquat 80R Vent a Bold Vhyt Sala i 21314= No Yes No WA 2 b Wat;*uanco T4&gmom:$DIM Vent a Sold Vwrl Boa 121314,023 No Yes No WA 3 0. &qul;GYeenbrev Nrfl ger SOMM&OW 801I11 Vent or Bdld Vent store I2131=3 NO Yoe No WA ♦ d Lg dA6mwet Sate( Vents Sold Wryl mda 12012036 No Yom We NIA 5 d. LglatChelar Dekaquct Sam Vdnt a W O VOA a m 1213102023 No Yea No WA 9 1. 6qud;Supti Spanapud ads( Vant a Sdid Volit b. a 12N712M9 No Y. No WA Florida DepaAmont of Business & Professional Regulation Pins i off Building Codes and Standards ISIM21 Product Approval Application Detail Em m)diror an an DIM FNXI a alit DA Ytnom Immumdm can= AnOAU LU a tadlid" )uadrula mONW ricemoMaL mfa20 ANK Rodman 2020 L.V. Thar pot•. Inc. We Thompson Ardi tecturel Tory Weemn Zedrry R. Pr@et Slevan M Una, PE canrr= o8' wom o9=g2d 171154020 Appraa0 Mabls CVmpmy(TAMCD) 4613) 246340 P11,74021 m(7m 317404 C06CW. Roofing tmyoyom.leeadhgaam eWGupany. Rooting Aeosssa@a that us, an 1.19" Part tithe Roofing 9)aem Cwvftce M44hod EvHlebon Row Item a Flak@ R.nlared Andmaal a e Uanhad Florida Professional EnShroer Approved teaass Anyovid far Useb= IMAM AMA ZMQNLNNNJNMWLKjkm BgaML2m3w a I 1 NVHZ 2wbkk mi draWN rm— 1 TAMCO Flat Top 01pWdge, Vent wish Sale to Tim 26 9e. MUG roofv"Wff With aalN 09g9292e Yam Yam NA WA 2 TAMCO OOsrwokVon w 20 ML OM792925 No Yea NIA e0,152A 5 TAMCO ON -Ridge Real Vent with Bale 26 go, sleUc roofva*Ww with antogreted ban@ coh0e$ Yee Yam NIA WA 4 TAMCO Round Top 0l6Rldge Vent MM Raft for Tito 26 ga ddc roalvonaWar with ball@ 00,09/2026 Yet Yea NM WA Fbdda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Debit Pep.1 ids IIFIm21 Gags am all � n(ga 1ltrslm asubo M, � eM°°e°LOClatflLu9,o411 YitdaffiI. WiAN d Face IC Ante Anww vd ltldr ROVISM 2D20 Baal RedMg .Andersen Roblo b4PN0 Uniform EwWosn Gwy W. W.aa 111D3/2D20 411=20 11Na2020 Apiew"d Celyey: Reeling (8O1)380.6091 S INIM LLC. (206) OW01160 8,&Caepay: Reeling nu a RobihAndoaonabtil.0) C"Ifw Mabrd: EVwlustlon Report home IN Ptoduet Eviduadon Gay outlets Atarwm Aggmia WUM AMMM for Not Wood attlm Apt Freese Ysdl lmarw eat Wn■■ exImI �lpQ 111AM g OW= lord L. 16 ob, aa@, E0. 19a.. Bell atl Bunten Pral�Nt N - D611 w' CO 1 N31402 No Yom N/A 'Ihatd damp; Impact 17 Sssay 600- Blab. Mow same: Snit Shake FIN Prdi@-SloeMet. CA 4213i=l) No Yes NIA WA IISlimy am -OW Shake A—P;$04 ask. Flat Profile - R)ero, CA 12r312020 Na Y.4 NIA WA 19 Saxony 700-Shako, Slate&wnp; SOR shake FN Prop@-atoekfon, CA I2W4020 Me Y. NIA WA 20 Semnyy7co- Woke. stressing: Son Shelf. Flat Pro"m-Marc. CA 12131=0 alb Yes NfA WA 27 Tt)ea rupana /immlws Hilo "to- Katy. TX 12131QM No Yoe NfA WA 25 Ulm Low Press - Katy. TK 122+02020 No Yet NIA WA Florida Doperbnent of Business & PrOeeslo►al Regulation Fast 1 dI Building Codes and Standards 111411101 Product Approval Application Debit Cook OEM aft go am Installations Imo bralm 0latalmam Cared WM WJ6UglM vdgo" Yaalaag malldles NICAgg 19 AttuLud Am& Revision 2020 Able Stuart Lewis ]CC Ev.luwl. Service, LLC Wharves Renton. PE 1013IrA20 i022r2020 IIASM20 11p512021) Apftneed Cologory: almaurel Ccrrponala 020710.3377 (407)e81.1817 subcoGaOryf Troa Rate NeWsa.IpinelM.ean C-011.nse Moahod Evoivallon Ragan tan . product a lusaa entln .. .:. ... .., .. „_., Amaaybdfor Ur Am rovadfyrtr AMU gift Aid 1"J9dLmt Ob tddsh Sael[as�tillm.nat In MHz aLerntWAU rawtm pmmm 1 ITN 110WAbine. Hlohor Shen th(H Bemp: 8) Metal dkmheda Pie. 12012024 Yet Yet N/A NIA 2 ITW BCri"no Hinge Plato motel Connector Plate 12/312024 Yes Yes NA NIA 3 ITW 000"ne TNIa Meal Connector Pate 12(31)2024 Yea Yet NIA N/A 4 ITW BCOApIr Wow Mid Canada Pla* 12*12024 Yam Y. NA NIA Floods Department of Business & Probsai5nal Regulation Bulldog Codes and Standards Product Approval Application Deb ll Pape I d2 $0 021 agdt 1llr of Ott an not Perim art mm Version, Emden god"Indinvf A Lb—, Validled at y fitioniggg FBC Amroud AMrsJad Iwo Afi"Itkin 2020 Apha,Nurni num. Ms. Jor SM Lun R. Lomas at~ M, Voeh PE IIMNM20 IIA82M20. 114=020 Approved CaWamy: Panel wYlm (4071301-2005 PE-02114 1717)317.9404 &dKW Ory: Semis aphuhaNnunnclaYeho ComplMmo Memod: Evolution Rellart tom a o.can Floods ReglltiwlArchAld Or a Licensed Rondo Professional Bnnnew . .. Approved M ur : "argued far 91albcAwafY! Use nears A/Ifl And am Eaaataimaom AM= alardal= AMlatrat fmuwA reNnum Bd*6ern t Alpha Ap: Vented AWmloum Soft Peaks Aluminum Bdld&lip; Vented Aluminum 971301202111 No Ye. No MIA Chu hemp; Wood 3dw CM damp; Wood Florida Deportmarlt of Business & Profeeslonol Regulation PMR 1 aft Building Codes and Standards IRtm21 Product Approval Application Detail SSOs aa41LaL Arta au armPortland Art I= Yfam AiogON= GKM iaeautLU Msa imaiu mt Yddad alomm faahmm oL lu tow aid& Revision 2020 MI W ridaws old Do" tent aoenl W Amadrn Ardtedur.l Steven M LMch, PE 11122r.= 11222020 112mr1020 Appre.ed Comm: Windows (717131U433DO ManuhcWr A"=Wkrl (777)1174404 eWCWMrY. Fb*d hlphperemMd.aan C CMae a Liding . aryl@nce ANS+bd: ar6fioWa+ Alta )YpguctMo,W.IeeehrerNarr _ ApiIpLAOaagD04 AOMgIanaLYaa dafaYlg79EYs troduct.Dnaloo0 gL 1" oubift WAU ImaML AVjNg I arisen mini 1 19! flay 73 a 721nW.Wd less O403,41 3 No Yee N. .aado go MUM Version, tamiagooM mkmmw 2D20 POT mduarles C409W VendoWs BubCaegory: Melons Cpmpllame Mlbd: C.O.H. M.A a Lkong slatMOM muffa, or lkm 1 t+Waaa krAll0cofandlMindowe Florida Department of Business, & Professional Regulation Building Codes and Standards Product Approval Application Debit Pop 1 off 14=1 Anoka an a" saim" Mb raw bdauLtw= vwmr1MAL xmaw &JANOI EISCAmrsYa ADOWAd am Jan. RPpwOf Morn -Dom acco-CER Marn•O.NSMO•VAL 11Nl1SO20 110 020 11AMA20 )spread (041)48&0100 (746) 315.23s ket0e/klapnllKuadn,c am Aluminum"we o6126202e Yes Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and standards Product Approval Application Detail Pp.la2 Ifiml lion Anoka an are 2dLbQom aid mm yorsu D ■ lams IS Gddar al &LNLLU MM Va*aed lw MOW" al&a m FDGAmmal AafBtai aBa. Revision 2020 GAF authorial auto ReoM reanenen John+N. Knmwdh. PE DNM2020 owi/2020 10ATA'2020 121,16IM20 Approval cdgoy: Rod.$ (000)M-3411 pa -ailed (994)7723224 BubOet 90r. Asphal MhMWe millehaosf.eom Co.WI nee Method: Evatudlah Report None Florida RegisteredArcnnNt or s UONised Florida Prolosbnal Endnsur diWmtA4Yrdtt Anteaters fair Anarchists for Ur j Aran Taal l fltfdm CroaaridallmAtt in NVHZ Outside H" Assistant Pawn 1 GAP Asphalt ROSSSdgIM Matinees reinforced 34ob. Iomnat.d. 54ab and 1V16=2 No Yes NIA WA hipeltlps aspheR shag" Florida Department of Business & Professional Regulation rm.t ort Building Codes and Standards 102(ai Product Approval Application Detail rose W11az LAU at new pmdm An ilea yligeon obmokkww cmhd ft oMm&Ll r Vta.aaed as y)*tl Nos t nl l Wt PAC Amnw( ADWoVed ROW Retch! 2020 Flooda Math Produces Inc. Geed Jones James L. Budoor. P.E:a .Steven M. Urkh. PE O9Q7rA20 OS292020 1004121120 12(16070 Approved CalfeW. Reason 1904) 7s:"Wo CguCK Ennne ing 1717) 311-0454 SubOlegory: placing Acromm sled are an werheeomea.apm PE-31242 Int.MI Part Grind Roiling aya@m Compliance Method. EVo)ustim Report from e Florida RegfaerodArahNdat a a Ucensed Fledde Professional l:nnnsti aMWbAUKMU A2W*M for tee Applayld far Use lawn ) slit am 16" 3-fLAMCO &gUd;RV 10 RIrgeWR&qud: AWrMnum Rkpe YonIf lap WW*d rose, 1 t 'd o Oda 1, kNo Yee VN2 gubwLkw NO WgWln from 0.026• Aumwum Florida Department of Business& Professional Regulation Page 1 .0 1 Building Codes and Standards 125022 Product Approval Application Detail 220 Entry ar 20 21111 oft Panama )o IM varsim mosidullim Contact EmiolsElllmgu Ytdiid&tik )hfid" Submitted FBC Aoomval AscraveA at AM Revision 20M GIOOW Pfalec110n ProduOu, LLC. Tim Robinson Most A. TIM Jr., RE. John W. Kn&Wieh, PE DRAW020 0W08r1= 1010112020 121TV2020 Appfaved Category: ShLdwe (964) W7545 PE-44187 (954) M-8224 subCetegery: S@rrn Panel$ bm.robinmon®gpportteam compliance Method; Evaluation Report from a Florida Registered Architect or Licensed. Florida Professional Engineer R)IIIICIAtWrsolf AmrowdderUY A,aa�laA ferU dmatsi S Product Modal. Number or Name Produd anyietWn CoMaaf E7tellatlea Oat In MVHZ 1 e gnlelaM } 1 20 Gage G9lvanized'Stool Storm PanelsMVHZ Contested Galvanized 9esl Storm Panels seined 12131r2O22 Yes Yes Yes WA or not by backs to provide hun)Oana protection. 2 24 Gage Galvanized Steel Moan PanWINHVHZ Corugomed Galvanized Steel Storm Pone is reulmed 12131 rM No Yu Yu NIA or not by tracks to provide hurncans prduUon. Florida Departmort of Business & Profes tonal Regulation Building Codes and Standards Product Approval Application Detail Pass sit 1020N 5oir adlr of no an Ora lawn at Oeut DA lama WM(ings Coolant mgblKAAIIIM YAMNXLI L yalltslad ALOWDd iW.Amm" AgfmBd &11" Rlwdon 2020 Cammordl Concrete Produaamd. Ration 011lo alarmist A om eag John Hoy 121141=20 12/192020 12rwovo one F5C Appr, Carlow owunl CWM"fn (613)e32,3707 P"24a (31121566.6311 arbcaepory: Prooude Introduced of a Rmft of preetegdorayahoo.mn law Tecnndgy Coen timin" 11140*d: EVMuoim Report Nan e Florid. Registered ArdlfierAae U—s dFtoAN Professional Enon.er .. .. gk%IX� Alanglatigujoil AmrmW nor LFU a1BMI arisen ants Product thrimileflart 99=m mdauPnaa! In14VM OL*WdkKA&M joa= P f N 1 QpaihY PreWN aCommtill Canorete producW Roam and Prestressed Concrete Untes OW262024 No Yes N/A WA May 27, 2022 -11aam 0 --aL � .� M0 fd . C N -0 0 Ile 0 M -0 � .Q C C L _ N -a^+ O LL 0 .� Cn W L- O Irya 0 ^Q y CU .� *- coVI l..f. z z W J AIR C O_ Cn W —M V' j W � � o a r— cm O V N -e o el- m o i— .0 N = 4u ca o �N � W 6i E � c C* -SIC 3 3 eO v Q) c our S l0 y C r= ro O a 4.i O w �g co `V O CIS. 0 0- 1 O L W CC W O LCU LLJ a � z Z a J d SHEET NO. PA 1 1 a Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30MZO Simpson Strong -Tie 2020 FBC Approved Products Upped 1 W31W020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12430M20 Simpson Strong -Tie 2020 FBC Approved Products Updated 1W07020 mmFor dreet Inks to all 88T approvals Wed below, CLICK MERE For dtred Inks to all SST approvals Isted below, C! ICK Mons am For dkeot Inks to all SOT approvals Isted below, COCK HERE om For erect Inks to all 88T approvals Noted below, CWCN HERE. om For additional Information regarding Flalde's 8tatewltle product Approve] Vistem and Mam•Dade County Notice of Acoptance (NOA). CLICK MERE. For additional lnrcrmabon regarding Florlde'a StatmMde Product Approval aplom and Mart -pride County Notice at Aaoeptanca INCA). CLICK =. For addtlahal InfcrmaUm regarding Fldlds'e 8tetewloe FToduct Approval &^lam and Mane -Dads County Not]oe cr Acceptance (NOA). CLICK HERE. Fix additional information rsgarMg Flanda's 8tWwldo product Approval =am and Marra•Dsde County Notice of Adosptance INCA), COCK HERE. FL#2355-R7 FLM10446-IRS FLiM0466-R8 11 HUS, HUSC sorbs hangers Face -mount hangers available In Wdthe ranging from 1.5/8" to 3. W18" and heights ranging from 45116" to 11". Concealed flange mp duet Model. Number or Nama Product Descrdotlon A1111g,111 Product Model. Number or Name Product Descriptions ProduM Model. Number or NanaElatwiLQ111111fillow version 0't USC) available for models having width equal to or 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTNSS) 1/4" diameter Titan stemless stsel masonry screw 1 A21, A23. A33, A34, A35, A44 Angles 1 EFT, BTB, BTH Brick Ties greater than 2 APA21, APA4, APAB, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Feoe-mount hangers available in widths ranging from 1.7187 to 3 3 APB44, AP844R, APVB66, APBOOR, APB88, APB88R, APBs 01 Q APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, C522 Coiled Straps 518" and heights ranging from 9.114" to 16'. FL#GSYg R6 APVB44R, APVBBQ APV888R, APV888, APVB8BR, APV81010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3.83SDS, LGU5.25SDS Face -mount hangers 4 APDJT2-4, APDJT2R-4, APDJ72-6, APDJT2R-6, APV13JT2- 4, APVDJT2R-4, APVDJT2-e, Outdoor Accents Deck Joist Ties 6 CTS218 Comprossbn/iension Strap 14 LU24, LU26, LU28, LU210 Few -mount hangers Sea 1! Product Model. Number or Name Product Description APVDJr2R-8 6 DSP, SSP, TSP Stud to Plate be 15 LUC26Z, LUC21 OZ Face -mount hangers 1 SDI 011208B Outdoor Accords Connector Sorrow 5 APHH46, APliH4f)FZ, APHH810, APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, FIB, H72, H18, HISS, H1$-2, H18-29 Hurricane Ties 15 LUS series hangers es gg Fece-mount hangers available in widths ranging from 1-W18" iD 4- 9 2 SD9112, SD9212, 8010112, SD10212 Strong -Drive SD Connector Screw 8 APL4, APLS, APT4, APTS, APVL4, APVL8, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 3/8" and heights ranging from 3" to 10-15/16'4 3 SD9112SS, SDO212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26K APLH210: APLH210R Outdoor Accents Light Hangers 9 HS24 Hurrlcans Tie 17 MGU3.e3-S0S, MGU5.25-6DS, MGU5.50-SDS, MGU6.62-SDS, MGU7.00•SDS Face -mount hangers 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2-SDS3, HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9118" to 5- SDCF221134, SDCF221334, SDCF271958, SMF272358 9 CBT2Z, CST4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST8 Straight Straps 118" and heights ranging from 6-16118" to 19.1/7', 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Tlmber.CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Tics 12 HTS18, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP27140D 11 CUT14 Deck Joist Tie 13 HTSQI SKTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SOHR77e14, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tic Anchor 9118" to 3-W18" and heights ranging from 3-1 f1 W to 13.3/4". 7 SD625112, ED625134, SOS25200, SDS25212, SD625300, SDS25312, SOS254127 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FCS Framing Clips 15 LSTA9, LSTAI2. LSTA15, LSTA18, LSTA21.. LSTA24, LSTA30, LSTA38 Straight Straps Concealed Mange version (SURC, SULC) available for all double 2X and 4X models; on ysoute flange is concealed. SDS25500, SDS25800, SOS25800 14 FWANZ Foundation Wall Angles 18 LSTI49, LST173 Straight Straps 8 SD6251125S, SOS252DOSS, SOS2521266, SDS25300SS, SDS25312SS Strong -Drive BOB Heavy -Duty Connector SS Screw 15 GAt, GA2 Gusset Angles 17 LTBZO, LT640 Bridging 21 U series hangers Face -mount hangers evoilabk in widths ranging from 1-9/16 is 9 SDWF2716, SDWF2720, SDWF2724, SOWF2726, SDWF2730 Sbang•Drive SDWF Flow -to -Floor Screw 16 H2A, H2.6T, H8, H10A.2, H10S, H14, HGA70 Hurricane Tbs iS LTS12, LTS18, LTS18, LTS20 Light TwbatStrep Wand heights ranging from 2.50 tic 11.1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTisdown 18 HH4, HHe Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps F11-010007-R8 19 K13SIZ Knae-Brans Stabilizer 21 MSTA9, MSTA12, MSTA16, MSTA18, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Strops FLA108ti7-R6 20 LBO. L501 L70, 1_90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC88, MSTC78 Straight Straps AMA Product Modal. Number or NamaProduct Description 21 LCE4 Post Cap 23 MSTC4863, MSTCM133 Pre -Bent Straps goo >k Product Model, Numbar or Name Produet Daserlptlon 1 ATR318, ATR11Z ATRS/8, ATR314 Threaded Rods 22 LS30, LStiO, LS70, LS90 Skswable Angles 24 MSTI2e, MSTI30, MSTl48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available In widths ranging from I.9116" tD 7. 2 ATUDS, ATUDB-2, ATUD9, ATUM2, ATUD9.3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIB, MTS18, MTS20, MTS24C, li MTS30C Medium Twist Strap 1/8" and heights ranging from 7.141 to 391. 3 SP3/8.2, BP1/2, BP1/2-3, BP5/8.2, BP618.3, SP3(4, BP3/43, BPRTU03-4 Bearing Plates 24 LSSJ28LZ, 1_88420RZ, LSSJ2%2, LSSJ28RZ, LSSJ21CLZ, LSW21 ORZ Field Adjustable Jack Hanger 28 NCA2x10.12, NCA202-12, NCA2r8.16, NCA2x10-18, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangars available in widths ranging from 3.5/$" to 7- 4 CNW318, CNWI/2, CNW516, CNW3/4, CNWSM-1/2, CNW3/4.5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable SlopeablalSkewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 241. 5 CTUD55, CTUD65, CTUD88, CTUD75, CTU076, CTUD77, CTUD87, CTUDS8, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangars Top flange hangers available in widths ranging from 1-112' to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 510" and heights ranging from 7-1/4" to 24". e N3,144, N5, NO Heavy Hex Nuts 28 MMH8 Root Tie -Down 30 SP1, SP2, SP4, SPB, SPB Stud Plats Tb 4 DGHF series hangers Top flange hangers available in widths ranging from 13K'to 3- 7 RTUDS, RTUD38, RTUD4, RTUD4B, RTUD5, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHS, SPF18 Heavy Stud Plate Tie 518" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Tske,Up Device 30 MMLU26, MMLU28.2, MMLU28, MMLU28-2, MMLU210, MMLW211, MMLUI39, MMLL4311 Face -Mount Hangers 32 SS1,5, SS2.5, SS3, SS4.5 Stud Shoo 5 EG5, EG7, EG9 series hangers Top flange hangars available in wldthe ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBG RBCP Rod Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, STe224, ST6238 Straight Straps 7/8" and heights ranging from 11"to 32-117'. 10 URS3 SM" Uplift Rod Run Tedown System 32 RST-3 Rod Tie Down 34 TB20, T827, TB30, TB36, T1342, TB48, TB64, TB56. TB80 Tension Bridging 6 EGO series hangers Top flange hangers available to widths ranging from 3.518" to 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC27, RT044 Rigid Tie Connectors 35 TWB10, TWB12, TW814 Wall Bracing 1/4" and heights ranging from 11-114" to 37. 12 URSS 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from &1/4" to 8.78" 13 URSB 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WS106, WB106C, W9120, WB128C, WB143C Wall Bracing and heights ranging from 8.1/2" to 2W. 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 1 i"to 32'. F1010441-R8 "0831-R5 9 HB serles hangers Top flange hangers available in widths ranging from 1.9116" to 7- FL010447-R8 1/2" and heights ranging from 8" to 30" �f Product Model. Num ben or Nam a Product Description AW Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 6-114' to 8.718" 1 DTT2 Hold-down Sac # Product Model. Number or Name Product Deacdotfon 1 CBH2.37x5.S, CBH2.370.83, CBH2.37x9.75 Concealed hangers and heights tangling from 10-1/2'to W'. 2 HDC1014, HDC10M Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Foos -mount (OU, DHU) and top -flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 5- 3 H008, HHD011, HHDQ14 Hold-down 2 DS=R-3033, DSC2L-SDS3, DSCSRSD63, OSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/1W to 3.9118" and heights 7/8" and heights ranging from 7-1/Z'to 37'. 4 HOU2, HOU4, HDU5, HOU8, HOU11, HDU14 Hold -dawn 3 GBC Gable Bruce Connector ranging from 9-1/8" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3.1/4" to 7- 5 HPA28, HPA35 Strap style, purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Pis* 3 HGU3.83SDS, HGU5.25SOS, HGU5.50-SOS, HGU5.62-SOS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33' 6 LSTHD8, LSTHD8RJ Strap-$" hold-down 5 HHRC2.2, HHRC42, HHRC42-2; HHRC411.81, HHRC44, HHRC5.25/3.25_ HHRC5.37/3.12, Heavy Hip to Ridge Connectors SIDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available In widths ranging from 2.5/1e" to 3- 7 MASA, MASAP Foundation anchor strap HHRC88 4 HGUS series hangers Few -mount hangers available in widths ranging from i•5/8- to 7- 9/18" and heights ranging from 18" to 28" 8 MPAI32, fri Strap -style purlin anchor 6 HRC1.81, HRC92 Hip Ridge Connector 3/8" and heights ranging from 5-W16 c, 12.7M". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3.1/8"to 9 PA18, PA23, PA28, PA35, PA51, PASS Strap-sryb purlin anchor 7 LRU28, LRU28, LRU21Q LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50.SDS, HHGU5.e2S1)S. HHGU7 0OSDS, HHGU7.25SDS, Face -mount hangers 3-WIS" and heights ranging from 5.30'to 13.IM". 1D PA118, PAI23, PA128. PAI35 Strap -style purlin anchor 8 LSU2e, LSSU28. LSSU210 LghttSloperable/Skewable U Hanger HHGU9,OOSDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from I.911C'to 5- 11 STHD10, STHDiORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS48, HHUS48, HHUS410, HHUS&50/10, Face -mount hangers 1/2" and heights ranging from 3-7/18" to 15". Concealed flange 12 STHD14; iSTHD14RJ Strop-allyo hold-down 10 TC24, TC28, TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all models having vvkb equal to or 11 THA29, THA213, THA218, THA216.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSURC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/10'. THAC422, THA426, THA422-2, THA428-2 1/8" to 6-118" and heights ranging from 43/4" to 16-Wit". 16 HWP series hangars Top flange hangers available in widths ranging from 1.911 &' to 7- 12 THA11.81122, THAl2.06(22, THAl2.1/22, THA1222, THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.3/8 c, 2W. 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange Is concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/10" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU28-2, HTU28.2, HTU210.2 Face -mount hangers 1/2" and heights ranging from 5.3/8" to 32'. 15 THJM2.4SDS3,THJM2•SSDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1.9118" to 7- 18 ITS series hangers Top flange hangers available In widths ranging from 1-9118" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19.114-. Concealed flange 516" and heights ranging from 9.1 /8" to 10'. 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights 18 VTCR Valley Truss Clip greater then2-W18". ranging from 5.WS"to7.1/4". 10 HU001.81/9SOS, HUC01.81111SDS, HI ICQ210.2-SDS, HUCO210-3-SOS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of I.9118" and heights BOB, HU00410-SDS, HUC0412SDS, HUC05.25/9.3DS, 1-IUC05.25/11-SDS, HUCQe10- ranging from 9 31113" io 1&1/8". SUS, HUC0612-SOS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30i2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12KIRM20 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 1211Q"1020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Far direct Inks to all SOT approvals Iated below, CLICK HERE For direat Inks to all SST approvals listed below, CLICK HERE � For direct Inks to al158T approvals listed below, CLICK HERF For dred Inks to all 88T approvals listed below, CLICK HERE . For additional information m dng Flodde's Statewide Product Approval System and Maori -Dade County Notice of Acceptence (NOA), CLICK HERE. For additional infonnadah regarding Florida's Statewide Product Approval System and Mara -Dade County Notice ofAcceptance (NOA), :jd -K H R For additional Information regarding Raiders Statewide Product Approval System and Mann -Dade County Nddcs of Acceptance (NOA), CLICK Meac_, For addkionol information regarding Flo ide's Statewide Product Approval System and Mami-Dade County Notice of Acceptance INCA). J r K N R . 21 LB wrles hangers Top flange hangers available in width of 1-9/10'and heights FL#11461YR6 18 SILBV1.56, S/LBV1.81, SlLSV2.06, S1LBV2,37, SfWV2.56, SILSV2.88, S/LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesbe Anchor for concrete ranging from 63/8" to 15-1/8". SIL.BV3.56, S/L13V9:82, S/LBV4.0e, S/LBV4.12, S/LBV4.28, S&BV4.76, S/LBV5.60 8 Strang -Bop 2 (ST62, STB2.488, STB2.8SS) Strong-Bok2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1.0/16" and heights $49.E Product Model. Number or Name Product Description 19 SILTT20, &IDTT2Z, S/HTT14; HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 93116"Rh 13.118" 1 HHUS2103, HHUS210.4 Joist Hanger 20 S/MSTe0, SMWT72 Straps 118 mil (10 go) 7 Titan HO (THD-14, THD-HMG, THD-H48S, THD-HOSS, THD-C3, THD-CS8SS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 L.E03, LE05, LEG7 series hangers Top flange hangers available In widths ranging from 3.1/4" to 6- 2 HRSB, HRS8, HRS12 Strap Ties 21 SP4, SP8 Stud Plata Ties avaWble with hex head In carbon steel and Types 304 and 310 7/8" and heights ranging from 9" to 33.112'. 3 HUCQ210.2-SDS, HUCQ210-3-SOS, HUC0310•SOS Jo let Hanger 22 SSP, DSP, TSP Stud Plate Tbs stainless steel, or with countersunk head in carbon steel and 24 ME05, ME07 series hangers Top flange hangers available in widths ranging from 6.1/4" to 6- 4 THGB2, THGB3, THGBH2, THG13H3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 shonLess steel 7/8" and heights ranging from 9" to 32-117' 5 THGQ2SDS3, THGQ3SOS4.5, THGQH2-SDS3, THGOH3SDS4.5, THGQH4SOS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (THD37e34RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT sense, hangers Top flange hangars available in widths ranging from 1-WI T't0 5- 6 THGW3.3, THGW34, THGW4-3, THGW44 Joist Hanger 25 TX37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger (THOB25158RH, THDW7158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114" to 2,f THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-W16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 34318" to 7.1W'. FL#11473-R5 FLIM 3904-R5 27 RR Ridge later connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9118" to 7• &MI Product Model. Number or Name Product Deracricition AK1 Product Model. Number or Name Product Description FL#16230-1119 1/8" and heights ranging 9-1/4"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.82-SDSHDG, CCQM4.82-SOSHOG, CCQM5 50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4,82SDSG, CCTQMS.50-SDSG, CCCQM3.62SDSG, COCQM4.62-SDS13, Product Modal. Number or Name Product Description 3 H18, H16S, H1e-21 H16-2S Hurricane Tie CCCQM6.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#l000aR8 4 HETA12, HETA16, HIETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM8.62G-Kf, ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G•KT, Masonry Plot Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALIB, HETAL20 Embedded Truss Anchor ECCLLQMD4,82G-KT, ECCLLQMD5.500-KT, ECCLROMD3.e20-KT, ECCLRQMD4.e2G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry AM ProductMpdal. Number er Name Em"112wakim 8 HGAMID, HMO Masonry retrofit connectors Kr, ECCLRQM05.50Ch-KT 4 Strong -Bolt 2 (STIS4 Strong-Bolt2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA48R, ABABQ ABA88R Adjustable Post Base 7 HHETAIB, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM525, HGUM5,50, HGUM7.00, HGU W.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (771,12) Then 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU48R, ABUS-5, ABU5.6, ABU05, ASUe6, ABUBBR, ABU88, Adjustable Post Base 8 LOT2, LGT3.SDS2.5, LGT4S1383 Girder Tedown 4 LGUM20.2, LGUM26.3, LGUM26.4, LGUM28.2, LGUM283, LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 Titan HD (THD-H4SS. THD•HSSS, THD-CSOSS) Then HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010: A81.1101OR, ASUi212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM2104 LGUM210-4, LGUM48, LGUM48, LGUM41C or 318 stainless steeiwith hex head, end 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABWOi ABWBBRZ, ASW7.7 Adjustable Post Bess 10 META12, META18, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA&lM.25, MBHA3,12/11.25, MBHA3.58l1.25, MBHA3.5619.25, MBHA3.58/11.25, MaepnryTop Flange Beam Hangers countersunk head. 4 A04, AC4R, ACE4, ACB, ACBR, ACES Peat Cap 11 MSTAM24, MSTAM38, MSTCM40, M9TCMOO Strap Tie for Masonry M13HA3:58/11.88. MSHA3.56114, MBHA3.56/16, MBHA3.58118, MBHA5.50R.26, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BCD, BCSR, BCS, BCS2-214, BCS2-3/8 Poet Cap 12 wSli MTSM20, HTSMie, HTSN12D Twist Strop for Masonry MBHA5-50/9.25, M8HA5.5af11.25, MBHA5.5W11.88, MBHA5.50114, MBHA5.50/18, e CB44, C648, C848, C869, COOS Embedded Column Use MBHA5.50118 7 C85044-SD62, CBSQ46-5052. CBSOOO-SDS2. CBSQ86-SDS2, CSSQ88­SDS2 Embedded Column Base 6 MBHU3.58/9.25, MBHU3.56111.25, M13HU3.68111.88, MBHU3.68114, MBHU3.56/16, Masonry Beam Hangers FL8161137-R3 8 CC, ECC, ECCU Series Bolted column cape with W1 ranging from 3.114" to 9.1t? and FL.#11496-R5 MBHU3.5dfIS, MBHUS.51019.25, MBHU6.W11.26, MBHU5.60/11.881 M81-11.115.50M4, W2 ranging from 3-6/8" to 7.1/2" MSHU5.50/18, MBHU5.50/18 All" Product Modal. Number or Name Pilloduat Deroarlation 9 CCQSDS2.5, ECCQSDS2.5 Series Screwed column caps with WI ranging from 3-1/4" to 9.1/7and j Product Modal. Number or Nama Product DlBC_rptlen 1 X3491OIS-51K, Xt S1018, X1 B1018.4K XQ1S1018, X01 B101e-4K #10-18 Strong -Drive X Metal SaN•Drilling, Tapping Screwe with #3 W2 ranging from 3.51$" to 7.1/2" 1 DTTiZ Dock Tension Tie Drill Point 10 CPT44Z, CPTeSZ, CP788Z Concealed Post Tie Base 2 H012, H019 Bolted Holdowns FLaH 8975.R6 2 XL01I4T1224. XLQ11461224-2K 012.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EP844A, EP844, EP846, EPBee Embedded Post Use 3 H03B, HD58, HD78, HDOE Bolted Holdowns Screws with 06 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTTS314 Tension Ties $!A Product Model. Number or Nama Product Descrption 3 XMQ114S1224, XMQ11481224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCBSB Embedded Column Bass 6 LTT19, LTT208, LTTI31 Light Tension Ties 1 SDW22300, SOW22338i SOW22438, SDW22458, SOW22600, SDW22600, SDW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Spews Tapping Screws with #6 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap SDW22834 4 XQ114Si 224, XQi 1481224.2.5K XI 14S1224, XQ112S1224, X011281224.2K #12-24 Strong -Drive X Metal Seel -Drilling, Tapping Screws with #6 15 MPB41Z, MPB882, MP888Z Moment Post Base 2 SDWC15480., SOWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB46, PB88, P88BR Embedded Post Base FL#43628-R8 3 SOWHlWWDB, SDWH19400DB, SDWH19600DB, SDWH1980ODB, SDWH7910000B Soong -Dr" SDWH TIMBER-HEXSorew 6 XU34SI016, XU3481016SK #10.10 Strong -Drive XU Mehl Self-Oriiling, Tapping Soreva with 17 PBS44A, PBS46, PBSBB Embedded Post Base 4 SDWH274OOG, SDWH278OOC, SDWH2780DG, SOWH271000G, SDWH2712ODG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sac # Product Modal. Number or Name Product Description 5 SDWS16212, SOWSI O300, SDWS16312, SDWS10400 Strong -Drive SOWS FRAMING Screw 19 PC44-18, PC46-18, PC48.1B, 12101!14-18, PC88.18, EPC44-16, EPC4e-16, EPC48.18, Post Cap 1 SB5/8x24, S8718x24, S81x30 SS Anchor Boles 6 SOWS19800, SOWS19712, SDVYS22400,SDW522500,SDWS22512, SOWS22800, Strang -Drive SOWSTIMBER Screw (Inter or Grade) EPC84-18, EFCOO.18 2 SSTB16, SST820, SST824, SSTS26, SSTB34, SSTB38, SST816L, SST82OL, SST824L, SSTS Anchor Bob SDWS22800, SDWS22900, SOWS221000, SOM221100, SDWS221200, SDWS221500 FL.#38320-110 2O PC4Z, PC4R7, PC8Z, PC5RZ, PCSZ, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ, EPC8Z, Post Cap 55T6251- 7 SDVVS22300DB: SDWS22400D8, SDWS22500DB, SDWS228000B, SDWS22800D8, Strong -Drive SOWS TIMBER Screw (Extenor G rads) EPC8RZ SDVVS2210DOOB mfilligill Product Mods]. Number or Name Product Description 21 PPB44.4Z, PPS446Z Post Base 8 SDVVS22312DBK SOM22512OBB Outdoor Accents Structural Wood Screw 1 DSSC843.5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Ratroft Post Base Kill3872-R4 9 SDWS27300SS. SDWS2740OSS, SDWS27500SS, SDWS27600SS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FC845 5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fired -Clip Connector SDVM7100DSS, SDWS27120OSS 3 FPHSD34S101S, FPHS034131016, FPHS034B1O18-5K, FPHS034S1214, #10.16 and #12.14 Strong -Drive FPHSD Framing4o-CFS Seff- A2U Product 1140del.I4greber or Name Product Datorlptlon 10 SDWV113400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34R1214, FPHSD3491214-5K Drilling, Tapping Screws F141.091l 1 CMST12, CMSTi 4, CMSTCI6, CS14, CS76, C818, CS20, OS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4,25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6, HRS8, HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI38, Straps 97 mil (12 go) 6 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25: SSC8.25, MSSC2.26, MSSC4.25, MSSC6.26, Steal Stud Conneotors yea # Product Model. Number or Nama Product Description MSTi48; MSTISC, MSTI72, S1MST27, SIMST37, SIMST45 MSSC4.26KW, MSSC8.25KW 1 FJA, FSA Foundation Anchor 3 HTS18, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FLiM8363-R3 6 RCKW3, RCKW6.5, RCKW7.5, RCKW3S, RCKW5.6S Rigid Knee Wall Connector 2 FRFP Flat Rob. Foundation Plate 4 LSTA30, LSTA38, L$T149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 %spa 43 mil (16 go) 7 SC843.5. SCB45.5, 901547.5, SCB49.5, SC8411.5, MSC845-5, MSC847.5 Bypass Framing Slide -Clip Connector 3 GH40-6, 01-148.8, 01-11483, GH48A OH410-6, GH410.8, GH88.6, GH6t3-8, GH66.6, GHS& Girder Hanger 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 go) Product Model. Number or Name Product Description 8 SCS32-5197, SCS82.6197, SCS82-&118, SCS82-51118 Bypass Framing Connector 8, GH61 O-e, 01-1810.8 8 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18. AS 1885, AS 18S8 1$ ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Side -Clip Connector 4 GL65A, GLB68, GLB5C, GLB60, GL87A, GL87B. GL87C, GLB7D Glulam Bearing Plata 7 LTP5 Lateral Tie Plats 2 AS 201-15 20 ga, High Strength Truss Piste 10 SJC8.25. SJC10.25, MSJC8.25, M5JCi0.25 Steel Jobt Connectors 5 GLBT512, GBLT812, GLB7516, 081-Te16, GLBT520, GBLT020 Glulam Bearing Plate 8 LTS12, LTS19, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Trues Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 8 HGLB4, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plsta 9 MSTA30, MSTA36, STe215. ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC86, MSTC78, STS230 Straps e8 mil (14 go) Screws 8 UFPiOSDS3 Universal Foundation Plate 11 MTS12, MT818, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S1016, XQ161018-4K, XQ1812141 XQIB1214-3.SK X078SI224, X07881224-311(, #10-18, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SM1.58, S/B1.81, SM.08, SIB2.37, S/82.56, S/B2,88, S/B3.12, S/B3.66i S1B3.62, S/B4.06; Top Flange Joist Hangers FLM15730-R4 X01I4S1224, XQ11481224-2.SK XQ112SI224, XQII2B1224.2K, X3481016.5K, Tapping Screws 5184.12, SM4.28, S184.75, S/65.50 X1$1010, X161016.4K XI81214, X181214-3.5K 13 SIBA2.1218, S1MA2.12/10, SSA2.12112, S/BA2.12/14, SIBA4.18/8, SJBA4.18110, Top Flange Joist Hangers AW Product Model. Number or Name Product Description S/BA4.18(12.WBA4,1e/14 1 ET -HP Adhesive Anchor for concrete 14 SM1A Hurricane Tie 2 GAC, GDP, GDPM-60, GDPM-75, GOPM-100, GOPS, GW-50, GW-76, GW-100, GTH Ga"ctuated fasteners and assemblies 15 SMDOS, S11-086, SIHDIOS, S1HD108, SMD15S, 31HD158 Holdowns 3 PDPA, PDPA-K, PDPA-MG, POPAT, POPAT-K PINW, PINWR PINWP-W, POPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL•MG, PSVL3, PSV1_3-K PCI DPA, PECLDPA, PTRHAS, PTRHA4 IS S1HDU4, SIHDU6, S/HDU9, S/HDU11 Holdowns 4 SU-30 Adhesive Anchor for concrete q f S/JCT, S/HJCT Joist Hangers May 27 2022 N N L N N 2 O O C Q co •� �a� Cn Al O 2 a O O c O CIO U_ 0 M co -0 O W 0 1{� CL ''�^^ Cn CL Q J N C' A N o ICJ -� Cr M C.7 C-� m C-A N N Cm O N N 4 d =' as W F , c tit u ; ` a i c o Ce •! T CL c � A p o- -a ._ O w ,Pm PA 1��2 M1. M1AM1-0ADE COUNTY W. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (796) 315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE (NOA) vtww mlamidadaaoy/economy Cast -Crete USA, LLC 6324 County Road 579 Sef6ter, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cut -Crete ) 4"9 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. itut t-� � NOA No. 20-0630.15 Expiration Date: 09/11/2023 G8J2a%ZoZ.o Approval Date:08/20/2020 Page 1 Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, tided "Precast and Prestressed Lintel Details", sheet 1 of I, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-S29-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103,140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 0"320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24. 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Ma r, P.E., M.S. Pro uct Control Section Supervisor NOA No. 2041630.15 Expiration Date: 09/11/2023 Approval Date: 08/2O/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details ,sheet 1 of �� 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ,sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets 1 Lintel Safe Load Tables ", sheets 1 through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared signed and sealed by Craig Parrino, P. E., on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS B. TESTS 1. None. 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. -1�541elmy A. Makar, P.E., M.S. �lHelmyA. Makar, P Procruct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA Na 20-06M.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-2 E-3 N N L Cl) 't7 —Cu > O L U O OL 2 C t2 CD O 'a a- .C" U 42,O Cn CD C 0 0 0 (D to N tZ �O C C O UL- O Q C C Q Q z z W J 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. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS .fir 1. None: 1. None. iy F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Uf) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. �. CCS 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- CU A. DRAWINGS Crete USA, Inc., dated 06/11/20, signed &sealed by Craig Parrino, P.E. Q 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of > 0- 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last s"• }, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. =3 B. TESTS 0 O 1. None. C. CALCULATIONS <i I. None. D. QUALITY ASSURANCE M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O CU L W Gmelmy A. Makar, P.E., M.S. CY Helmy A. Makar, P.E., M.S. Q z Product Control Section Supervisor Product Control Section Supervisor J NOA No. 2041630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J � E-4 E-5 May 27, 2022 SHEET NO. PA 1 A WATTRR A. TILIST,IR P.B. 1 L ECO INc_ TILLIT TESTING a BNMINEIRIN0 COMPANY PRODUCT EVALUATION REPORT REPORT Ni 20-0728.01 DATE: July 28, 2020 rt rn. LN,ew w. Z4.7 n CA li,cu.e Nu. WKM7IY PRODUCT CATEGORY: Shutters PRODUCT RUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED $TEEL STORM PANEL MANUFACTURER: 4800 S.W. 51 Street Davie, tloride33314 1. PURPOSE OF EVALUATtpN; This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 190e) to the Global Protection Products, LLC, Rule Chapter No. 61020.3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of e Building Code change that may aged Its limitations and conditions 2. EVIDENCE SU MI77FDo 2.1. PRODUCT EVALUATION Drawing No. 20-176, Udad "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tllteco, Inc.; signed and sealed by Water A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral parHRQiti+sF Evaluation Report, ��' 4�CENSF T`�P No, 44167 S4; Or 0.' A � ;.mow 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phme: (305) 871-1530 - I W:01 kill" W.kY-i 111111KIIIII 10XII f. 4 .4 , u.Jr/.: , 22, TESTREPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1628 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering N3 Testing, Inc., Reports # 96-609 dated 08/09/1996, #W570 dated OW18/1996, #96-T30 dated 09/20/1906, all three signed and sealed by Hector M. Medina, P.E„ Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1098 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 20D9, signed and sealed by Edmundo Largaespoda, P.E. and Henry Hattem, P.E. Tensile teat report No. 9CM-197 by 4C Metallurgical, Inc„ dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2M&�SiSUCTURAL ENf3i),(N:ERING C Lr__U Annul• On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1818 of the Florida Building Code. Calculations prepared by Titeco, Inc., dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. I MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4—MND LOADS. F-3111TANCE: 20 Gage Galvanized Steer Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, IS, 19, 25 and 26 of 28 of Product Evaluation Document (P.E,D,), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E. 0.), drawing No. 20.176, Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 2e, of Product Evaluation Document (P.E.D.), drawling No, 20-176. •/ 9 '��CENSF � ✓�� "167 JAL EL a a) N tAM[ THAT FuuaT stoHK oR FT1EOIdf colloaETE Iwla s. snIOco OR woao stunts K roLNO on THE Calm WALL ANCHORS SHALL BE LONG ENOLIOH 10 PEACH THE tAAN STNUCRIRE KHM SUCH PANELS 1. S1OB1 PMIEL tAlON41 ON 1HS PIODIX,T MV.W710N OOCIINENT ((P.E.O. HAS BEEN VEWPIEO FOR COMPLIANCE N ANCHORAGE SHIAV K AS AIE1Nil011ED N BA) ARID IN Ii ACCORDANCE Wi THE 20ED (7U, EOITKN) or 111E IIORIDA KU&4 (C) _ 1 4'V no DRS ANCHOR, C MAMa-ALTNED M I.7. BUI0.0UL INC. ORMLN NNe L.OApE STALL K oEKRIrNED AS PER KC110N 19200E THE ADORE MENTION® COOS, f011 A WND BRED AS REOLMRED M 71E JURANION WHERE THESE SMn1Eb WILL K A LEp AND _ #N-IG WVEEWTE TOOLE 10 AM WNRUAW PLUS ANCHORS. AS MMMFACTURED Br ELCO OoMsmxnoN PRODUCTS, I Idl A oNEC1IOlMRY fACrOR Kd.0.e5. U9NO A9CE 7-19 AND 81ALL NOT ENLi'E0 TIE tM%MKWRM (AE.O.) DESIGN PRC MUK RATINGS INDICATED ON SHIM 7 THIN 12. 14. 15. Is. 19 Al 20. _ 1/4Y UA SCREWS Eel NO.S. _ 7/leY . S/B• WOW&ESIPNG, AS OISIRRUtEO BY ALL POINT SCREW. iOLT 4 9PECP1.tt CO N OR= TO VEINY THE ABOVE CONDITION. ULTIIATE DESIGN We LOADS DETERMINED PER ASIDE 7-19 Ct) MINNIY 1/MEAOED PEETRA710N NFO W000 a TAPCON ANCHIOR$ SWILL BE t 1/2` Ale 2• roll ELCO PANELMTC Puss SHIALL K FIRST REDUCED TO AST. DE9G1 wMe LOA099r MLATPlYNO 111EY BY O.e IN ORDER TO AND P001111AV E FEMALE D. COM MK THESE W/ YAM. (AS.0) DESION PRESSURE MTINCS INDICATED ON 91EM 7 nNU 12, 14, 15, 16. 19 r 20. C.2) MINIMUM THREADED FDC MIMN Of LAC li LAC SCREW. o THE WOOD FRAME UNIT SBE 1 1/2-. NO THREADED N DOM TOVE FY TNT ANCHORS ON THIS PESO. AS TESTED WERE NOT OVER STRESSED. A 339 INCREASE N ALLOWAeIL SJRES5 MR WM LOWS WAS UM USED N reOR ANALY%. FASTEN= SWING TO WOOD HAS MGM DM%WEO N PENETRATION INTO STUCCO SHALL a CONSIDERED AS PARR OF THE NEOUERD TNREADEO PEKATON. TR ACCORDANCE WIN NA& 2018. C.3) MRUMN EDGE OWNiCE Of LAO SCREWS. INTO WOW SHALL BE AS NOMJMTED N THIS ORWOK STORM PANEL'S ADEQUACY FOR IMPACT AND WM MMMANK HAS BEEN VEWU N ACCORDANCE WITH SECTION 1A36 O THE ABOW MENTIONED CODE AS PER HURRICANEENGMKDBNO AI TFSIINO NC. NO"" WSW, 96-570 r 96-Ta0 ARID CA) IA/AMMM OENETM710N K WOW BUSHNG Si BE 5/e'. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG sYIAYUAN FD"WAr4N TOY= 1i NC., RCPO , 12032 a #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. 90" STUCCO DUST, AHD ,' MIIMN FDA WALLS MtHI No STUCCO. AS WILL AS STANDARDS. AN 1F97 lIN LSE SMITH FLORIDA REPENT #0219.01-00, AS PER TAS 201, TAS 40t AND TAS 201 STW c-s) N CASE ITA; WKCAv STow. OR PREET Sco"mm Posi STUCCO OR WOOD OGUM BE FOUND ON THE DOSTNO S. ALL ALIrHMAN FINIRIKIONK TO K e0t3-rs ALLOY AND TEMroH. (UNLESS antRMlsE Noi SEC 311111 2 PALL, AHMM SHALL K LONG BOUGHT To RF/W THE MAN STRIICnM KKM SUCH PHI" AHCHHORACE SHALL K As MENHOWD IN CA). Cs) A CA) 7. ALL ALUMVRN 91[ET METAL USED AT CLOSURES SNAIL HAVE 3105-N14 ALLOY. (0) M CMOIK 30141 K NSTMLM FOUAWAV ALL Of THE NKCGMMD"t*K NQ SPECIFICATIONS Of THE AMMIOWS MANUFACTURER. A. ALL StRL NIRT OCTAL PRISES &ALL MAN[ STRUCTURAL OLMIM STEEL ASHY A-IJSa CRAOE 50 MIMIIIAIY, G-EO GALVAN2E0 SRR O[sIOHAT10N 11 !Es HN (AFTER ROVED). IS. E PANELS MAY ALSO K INSTALLED HOPMOITALLY FOLLOWING !INSTALLATION DETAILS SHOWN ON SECIION a TMWUON 10 (s1EE1S 4 e) DCEPT THAT WAOERS (Z • 0ally SMALL NOT K USED. S. ALL SCREWS N K STAMLLLSS STET Soo Olt ate AIM SEARS Olt CORNOSNCORROSIONREM COATED CARBON Sly A3 PER ON soots / 50 IN YIELD STRENGTH AND 90 hill KFO TENSILE SITH M SHM L COMPLY W/ FLORIDABULOW CODE 0. IT sK THE RESPONSIBILITY THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SWITER 4 TOK ATTACHED TO NUIE SPROPER ANCHORAGE THIS SHUTTER SHALL L ONLY ATTACNEO TO CONCRETE, BLOCK OR WOOD FRUIT I KC11aN 24f.344, OULDOM S. BOLTS TO K ASIM A-307 CALVNIDED ST(E- OR AM 304 SERFS STANLE93 STEEL 0" 3e IN MRMMIY YIELD STREKWK TO, EACH REOUTAA STOW PANEL WITH LENGTHS OYU e•-e THROUGH 12'-4, AS PER SECTIONS 9, IL 9 It 10 AND ALTOMOV ES OW. ANO0R5 TO WALL SHALL K AS FOLyOwi: 4 9w .w ON SHEET 9 A • • 12 RESPECTIVELY: 9NALy MAWMAWA LWWE AV WADEY VWM UAROIC NSINICIPM. OWNER OR 1EH�wTlaro SECURE PANELS WON APPU AW RDNPORCOOEM OL"W Pawn OF HURRICANE WAMANC. W TB_�R9i.er,l-= mneETY. II. THE INSTALLATION CONTRACTOR IS TO SEAL/CMNL ALL SHMKN COMPONENT EDOES WHICH REMAIN N COWM US CONTACT WITH - T/4'P 7APCO/ AMC/101N8 AS MANUFACTURED BY 1.T,W. BUaOLK, INC. (Lin. Fa-31 ►2 P-i) THE BUILOINO TO PREVENT WHO/RAN NTRUSON, , - t/4• • . 1/e' CALK-N AN CIORS, AS MANUFACTURED BY DEWW.T INC. (URN. rr-3000 ;, A L) - 1/4.0 N 3/40 SOUS -SR ANCHORS, AS DISTRIBUTED BY ALL MANY SCREW. BOLT At SPECIALTY 00. 12. STORM PANEL INSIALIATION SMALL COMPLY WITH SPECS NDIGTED IN TM DRAMM PLUS ANY BUILDING AND 2oNING REOULATIOK (Mn. r-3000 P.. Q PROVIDED BY THE &%U C110N WHERE ►ETAMI 4 APPLIED TO. - (ON. 1 NVELl111R FFIINl 0 • OANE.MIE PLUS MM:IIOI$, AS YNANACRRED K ELCO C014TRUCNIOI PIROOI)CIS. (/A P.,Lj 13. (a) INS PRODUCT !EVALUATION DOCUMENT (►.ED.) PREPARED BY THE ENGINEER 4 OEMEMC NO ODES NOT PROVIDE NrONUA10N 0 OF TAP - 1/40 Ci TAP -GRIP ANCIHOIG. AS MANUFACT RIM BY TRU-FAST CORPORATION (Va.3MW P.4JJ FOR A NTE SPECIFIC PROJECT. I... WHOW THE SIM CONDITIONS DOMTE FROM IM ►AD. CONTRACTOR TO SE RCMMMW FOR THE SELECTION Putiewa AND wWnAAT*q POLUDINO LIFE SAFETY Of THIS PRODUCT A1) MINIMUM OIYfDMOn OF TAPCON ANCHORS INTO PM" CONCRETE STALL K 1 3/4'. 2• FOR PANEAATE !EARLS(b) WSW oil TV" PCo. "Wien W./slE om NOT CiWTE MW THE NS CONern WrALM Of THAT O WWArt. 0 90 AODMTF PLUS AND 1 1/4' FOR CF TN -DIME ANCHORS. CONSTRUCTION SAFETY AT Si 4 THE CONIRACIOR'S RESPONSNPM. A2) cALDe-w r soup -SET ANCHORS Si K EMBEDDED 7/A` INTO 11E P'oLNE'0 CONCRETE. No IDNEOIIEM PRO (e) THIS PRODUCT EVIALIAI,OH DOCUMENT WILL K CONSIDERED AMALe IF MODIFIED. STUCCO SHALL K FORM=, 1/4. 0-20 STEWS USED SHALL BE 1 1/r LONG MemAN 90AD STUCCO EMT, ND 1• MNMINH FOR WALLS MM NO STUCCO. Ale MY K HEADED SPEWS OR ALL na li SCREWS W/o HEAD, (it) SITE SPECIFIC PROJECTS SHALL K PREPARED BY A FLORIDA K04TFRM Dxw4 ER OR ARCHITECT WHICH WILL BECOME THE KIT WITH WIND NUT'S, EIONEEA Or AM= (LOA) FOR THE PROJECT NO WHO WILL K MWORME FOR IFE PROPER USE OF THE P.EDiMG = Or RECORD ACTING As A DEEGAM ENGINEER TOTIE A3) IN CASE THAT PRECAST STONE• PWCPM CONCRETE PMMMUL PAVERS. STUCCO OR WOW BOARDS BE FOUND ON THE P.EO. DNGNEm si i;ii;T TO no LAr" T11E 311E SPECIFIC ORION" FOR REVEIA. E%411HG WALL OR FLOOR• ANCHORS SHALL K LONG ENOUGH TO REACH THE YAW STRUCTURE K MNO SUCH WILES. ANDORWE SHALL K AS HEN+ONED N AI) AND N A2). (a) THISP.ED. 9NML SEMI t+E aR AND OICOHIAL SEAL ND SIORA7IMK Of11E PFeFESSIOIIAL eNGNIEER OF Mcm THAT PRePAREO IT. (B) m L�+yRrF wFMyc I .+u _NG, - 1/4• • TAPOON ANCHM AS MMMUFADUKD BY T. T. W. BlM1ACK, NC. 1. T. AUIEKDEWALT 14. SHUTi MAMUFAMWOS LABEL SHALL K LOCATED ON A HEADILY "Da LOCATION AT $TOM PANEL SHURFA IN ACCORDANCE TWIN SECTION 1700.9.3 OF FLORIDA MADW CODE. ONE LABEL - 1/4' P . 7/s• CAIx-N MOORS. A4 MMOFMY 8Y INC. (YIN. 1'f.1500 P..JJ FOR ' OP[MHIO. LAeFLRIO TO COMPLY wrtH SECTION 1709.1.2 O THE - 1/4'0 K 3/4• BOUT -SET ANCHORS. AS DHLTRXSX D M ALL POLAR SCREW, sOL1 B SPECALTY CO. nLawaeMML`A�oM CODE.CED (MN. re•INO 0•91) K LIBEL ro - /,4-10 MO.MAIE FEMALE a AND PANELWTE PLUS ANOICIRS, AS MANIIFA.CRIRED BY ELOO CON"wivoN THIS ORPOU s11AL1 E STATE PRODUCTS (ult. ra-2071 p.,.l.) IN1 DBTAN IiWIWIB N THE RAT[ OF F10111DA - 1/a• A OF TM-ONP ANCHM. AS MNUFACTIXEO BY TRU-FAST CORPORATION .�! A , rI �1;••,"„:„•'' 9.1) M MHUIN EMBEDMENT Or TAPCON ANCHORS, ELCO PANUAIATES MILD CF TAP-GRP ANCHOR. NO THE VC FLORIDA WILWNO CODE h Vsox NMrrke at= UNIT SHALL K 1 1/4'. .cep WLROIX W- 20 OAOE WIVANI2ED STEEL STORM PARE No. 4 167 •'• � 92) CMK-IN a SOIe-SET ANCHORS 94AU K EMBEDDED 7/5' INTO THE CONCRETE BLOCK UNIT. NO INTO STOOO SW1V K PERMITTED. 1/4. 4-20 BOOM USED STALL K 1 1/2• LONG MINIMUM (ARGiECTI� �,y yh,• �,. N EAST. AND t' MINIMUM fall WALLS WITH NO STUCCO. '�._ CYAY n. I! - - .-n-cow,+, O*kVwm AlpaE INSTAIIIA7101,11 DETAILS INTO EXISTING POURED FOR REGULAR PANELS(Ijka CONCRETE OR CONCRETE aaHDER MIOIOIE -I/��/ BLOCK ST UCTURES s(OiEE4 e RNa ) vgdnm POMEO 1 1' W QA 9 WEOMNa IT)y4 C41CR[1E IF'OUIINei 1 T£ + 2' r {• comemm KW. \• ,• MRn, _ to r sA. BOLrs I \ �' NRIM. i 2DIKTAa ►aM1ED N I I I p € • *MOW*a �>��� :.Aiii7 4W iNpMA � 1 R ON�2 I 'IFOM,aARA . KTM 1 1 i n I N• ALAEPMI, Iv AAWN.O I i i a War • I 1 A I O 1 , r q qIN. i i 1 I R 1 1 1 1 77 1 6 *MEMO rDOUM E7a1N0 POUIIKR.i cOrdET[ oR ;1-- • oa I r LD 1 t ' \ L IT OR 0 on MI4CRETE et0dt RE0IAMED. 11 I I IB2°"i `/r v I i _} MNOKIE BLOCKcomcmm REa 1 T __...i BLOCK FJ(a1M1O POIAIVItM � Y oONMETE--li p ` .._-' _ � 1 oOO 6M ') CDNOEK AAUENs „ f I'� M., a ©6M ART[ ,V,alDlli (on UHW.PA ON-- c01rxTE ANCJORs I \ 4 OER 9CNWU ON. _' \ ,'mow' • CIACoauElE 4� rant Q 90EOAL I 1 I 1 h aw ran A WMIa10N N om 0 t1MIUUW 9) aNN Ylan . TH4HNMN e Ma10 A ws9) WALL �� SOALE 3/A.t fCRE 3/9.1 Batt[ 3/9-1 WKII EA. -EDGE DarANtx ( SHEETS 8111E ON all FED! lYraBYTION OF 4Cf101r[ TI)P k BOTTOM MOU n"n CAN K N:OMBBNFD N At4Y WAY TO sWT ANY 9IsrALLAtION. i:a i!•7: `1 PBODUCT EYALy 3 S. MATERIAL CHARACTERISTIDAPEC1FiCAT10 Shall be strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor apeoificatione shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 28, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tllteco, Inc, and signed and sealed by Water A. Tillit, Jr., P.E. 7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and woad frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Titteco, Inc. (Florida CA-0000719), NIg1n4nHgNA// _ M,•• <'�Zz 44167 ® STATE OF ,A�, y/asn110NA t k%% WATYL DA TILTECO ADMON RECORDS 1 P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC U 20 GAGE GALVAN= STEEL STORM PAWED DRIAG S M178% REPORT B ZD•0728.01 1 L ECO INc. TILER TEBTINO i lNOIN!lRINO COMPANY WALTMA. nLI U, Alt., P.E. HtIN Ootp�aol.CDm PRODUCT EVALUATION REPORT ,i PJ: Lic,urlNo 44L67 FLI.A. LH"N N..0006719 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Stutters PRODUCT SUB -CATEGORY: Storm Parole PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tlliit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 01020-3, Method ID of the Florida Department of Business and Profeaslonal Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verifed for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT rP.E.D,,b Drawing No. 20-175, titled'24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 0712712020. This drawing Is an inteQA((yi f liAjy�� a Evaluation Report. ss_�",C�ikk.++„�r++...�'„�/(�(/ 6355 N,W. 36th Street, Suite 305. Miami, Florida 33166 - Phone: (305) COMPONENTS FOR REGULAR tit LIFE SAFETY STORM PANELS (SCAM 1/2.1) ..18.196• (10TAL wltnH} —.—_ ---12AOD• (ESFECINE wimr ----- la.l•e• (rmAL wrN)_.__.._.___ -W 1/4' I -1.3,SSG r50'--, f ; ,n\ t.3oo• 1 sox' rK tMWU ,,sac' - �ORADE oALWMAao sKR pp''' \ !ASTM A-9N 1 / I ( 2.�e7' QOALWN� SNICK DDQE / / I' t OnAlL1••••.'�^.�-.-O S.es7" � G•••AGx OALV. NEDOE am✓ / L I TYR KTY A-e63 TYP. \ I KTIL 7' L.---- --�," , L_ Y.A 60C 1I L-.1.3b0 7 © STORM PANEL ® END STORt1 PAUFN C 2.leT-- 2 f:asL n1NftS Nve LAP W"am"am. 1 1 M-M.II7f• ,-, "a *O.W s 3.3»• r� EMMC Pam' ��� i� j;NpyQjyg VIEW DETAIL A RCIUNDED WOMEN • ENDS OF PANEL'S ('E/ END LIP ,I/ KOAM O EDGE- (N.T.$) WORST 1/14 AT 2/14 - 2W ''� ,LFP•-� .7�• �`J°,• saM/B BONE! i, y TOAM A O �D TO Aw i Ems` �� 1 2 Ilr .I _. .093' I .9QB 1 i si I L, A a n�i►' I" ow a.1 2.000• i + J�4 E 375� 1 R. s .3`ry761 l I gym.. R "�__-_,. ..._-._....a- Ma.._'__..__._..._.�'- 1.500•... _i L, � .SaD•J -h- HEADER O 'U- HEADER 4O MML ® ANGLE MIRTH STUD ® ANGLEWITH .. 0 '._._390 1.____.. I r 1.4ori.as LM.I -3W e•r Hatt MR E1Q/ rWH1fL NNO�EINN —1 0s' 7•00o O KEY HOLE WASHER GA�I�E)Mv. .ON' W, II• LOIN I `- I 3 L.- ae3_I L. -MC op .1 1876• ® Q-X7-Y1 fL- ALMMTMT. uK TWO wI WAUT MOMaUMO OdH O W/ ADDITIONAL • 7/0'MAag7• we= (gum= SUER ON ACRE HAM STM). ooFCO x'c a°AAda_ N9LWm REVEM STUD .374' .374' L. "a`°°` _, f,B-84.^.- ,°Bg;o•--•,m',/.y-.2a Sw m .375' 0 .t10'.eee' NO• f IF4t • 12Mi G { - 1.063' jI ow ,G9Y t.__ e.. ow .e2SY L-tTT►.) © -F- TRACK ANGLE ® Aax Or TRACK O FLAT PuTED ti MIRTH STUD gyp,..Ilk. nwrN�,, e. (- J No, 44167 37a' _ * ; k FLORIDA WILDING CODE Vellool Nurrloons Zone wrAto SLOPi OF WNR A am um 0°` Ala 20 SASE MVANM STEEL STORY PANEL rP �j'•'• S O * C ORWN W. KEY HOLE �' si-PANES F 10 _ 1 11 L EI C A ..,.� PNOTECfION PRODUCTS, LLC. 'r/+vBlr 5 FOR REGULAR PANELS (11 IA dA 00 CURM WrMS IM INSMLOM IN POM CMUM CRETE OR CONCRETE BLOCK STRUCTURES COMM 3= OR Will NAINMEi Al1a1I1Rs �YPR1F - ; VALID FOR FEDJ AR, . LIFE SWIM AND E-Z PANG SiO W PANELSY3lfil (SN 9CIIm1At ON 1 RE/ e 11s101EN 9) , • ,'. - tilivi [ lJ I } I hIF tlwt I I \,J I 1 M1'y,Mp L-0-T 1 1 r s --1 r 1A,. MH a aIf Y I Oaf,`— I IM 4A L •ii1111F- •4w L.-._...� _ (... . _ ._._L SCALE 3 10.1 .VNa.a. .�........F 1y1�ap'MnppMM'cNu {gy -�6rF. i : r ' msw.%Vm I I 1 1 ' I I I � I Ey. I 1 I ESBfNe FOIR�_I �. CONCRETE aat= RM A BL i i mIrREE A�ICIsom ER9 1 ON W" NW19 s( om a "w9Uwl� q . WALE 11 IF NEW I• WIDE . tVM s 1/B• THICK ALLWE TARE OR I• V P.T. WOOD PLAX $PACO _,EA wSTUCCO/ OHM I• WIDE . %Vm . t/S• i ALUM, YUK OR V . VAWA3 APT. WOOD PULTI SPACW i[FwID TIFIOt , j , COINJI[1E AMDIORS , EAR fGM91AL ON , R (PLANT 7-1 ME 1110E TWA 1 (�, 1/� IWar Aw Wt. A Yh MOeWWIOM t M,[ WIWN, K eN. �• 1 + IwNa ,� var � , w• 1 "K'.A.i'iL'i,7L Q 1 1 d � � iMA� �(MPLAHi �� D/�hPLANI TUB .'-''Y. �A 1J =a- LO.® Bait ] , ,—MBUILD MIT •I'' N•yrM�MpN- .,... OCAMM oN O .M e•.1.P •• 1.., I - I Nr -(/7�� SHEETS 6 a 0) - 9., \ / NONE F'dl [riaWRTMM OF TOP a BOT1oM MWNIBNS GW BE COMBPED N ANY WAY TO SUIT ANY CASE E /PLAN) NSLY.LA11014 iGlt a/Ih1r- wars a 7HM1WW1 9)� i cant I C- C�O[ 4LONUK,E la /MNPseRa lu�.WN M r. BR spoil 1 1�r Mn. CONCRER BLOCK AAA p BEATM T y ,R a •l. M e M) 3 IMn mumm. WAM NOW. DETAIL FOR SPACERS REQUIRED AT TOP OR BOTTOM TRACKS ADJACENT TO STUCCO/WOOD RANDS D.M..©.//®��..� 4 0+©•LV' 1W/10, 2W/10, 3111 411 e/s 5W/10, 6W/11 a 7w/11 3• MK ANCHM MR CONCRETE ME SCHEDULE ON I EM 0 • e------ 3• LNK r'1• MN FOR TRaw SEE swnONS ON eEEt6 10 B 1, 1' M i; o �1 0 D.►4.,Q2 • Q• 04 L fi 4 3,40+®® If ® L/° 1/4• ' LAM. GAP (LEE WDRAP ., MIRE MLLM PRODUCT WA1,1:ATION EPART NO. 2 64727 N2 2 2.2. TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-99 standard as per section 16N19.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03111/02 witnessed by William R. Mehner, P.E., Boriz Maroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cycilc loadings per Protocols TAS 201 8L 203 as per section 1609.1.2 of the Florida Building Code, Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated Novembeii 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM•198 by CIC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, FIX, as per ASTM E-B and Tensile Test as per OC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010.signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 29. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. deft n wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1804 of the Florida Building Code. Calculations prepared by Tllteco, Inc., dated 12/18/10 and 08127113 (for this revision), signed and sealed by Walter A. Tillit Jr., P.E. 3. MISSILE IMPACT RESISTANCE; Large miaslle Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 2011. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E,D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on aheets 6, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. a•lF TAu��[! c EN OF T�9 •�,'. �F1A FOF �.N•, (ORIOP . �� 14111111111 1/4. 2/4. 3/4, 4/4, 5/5. 7/S, PRODUCT Ey UTATATION REPORT NOL 20472702 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 0, MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-178. 7. LIMITATIONS AND CONDITIONS OP 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 (P,E,D,), drawing No. 20-175 prepared by Titeco, Inc. and signed and sealed by Water A. Tlllt, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Water A. T81t, Jr., P.E. (Florida License No. 44167), President of Tlteco, Inc. (Florida CA-0006719). "AATAHA 1T�Ct/p �y -67 7 2. WAML .p� g����p D:U TIL7FC0 AOMON RECORDS U P. E. REPORT.2010LGi PI�O�dPleN Pa600CT$, L AGE 43ALVAN990 STEEL STORM PANEL IDRWOIF20.11e1 REPORT11111— 1E�/,Matr ,• • OR10 AUAHHngi,aapa , II S i UNBOLTED DMus �� - - BOITEb awEis w/ +/40-20.i'- - - � ��� � BOLT w/ 7/e• . 3/ar ;+ • MINONurs . EA oYaaAP _ � 1. 1y^�. (SEE i �i '°i AS APPLICABLE) j i � I O ri 3• MAX J 1/4, 2/4, 3/4, 4/4, S/S, 7/5, � --+ ��'• M" 1w/1o, 2w/10, sw/10, 4w/1o, ED 5w/10, sw/11 a 7w/11 ---._. : FOR OR CONCRETE $a WOOD SEE saI1SCHoNs DULE ON SSH11EETS B k so a REGULAR STORM PANELS n tit Q ELEVATION N.T.S. 1 /4' ft. OAP * ' •,�O • 44167 ': ATE: 4A _ OR 1� ,.' N '00°011BC0' It. 11 L 1 E 20 SAo[ GALVAHM STEEL WORM PMIEIL a N: GLOBAL PROTECTION PRODUCTS, U.C. Am ". at swat anti - m'• NIaC pM)MN-7sN, rNt: eN)MNwprr ..h4..O r • Ta col -MIN. I , p-MH, IIOWA ti. F1N1a� 20-176 /RrA1q 1. ,fir, , - - _ PST 2 N N INSTALLATION DETAILS FOR REGULAR Milli tit 1A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - coNDonvumE,E wAc1c j- caFlalnc .Asa ; -1=4 �E wnaL ��wwRRppEETTt� �,,,,, 0M.M A1M}IOa �aHoc rIOwaE so At w - (x[ sREQUIRED amxE GH - I'sw)muLt aN ow I I I r.—AHINSIORs: FOR CONCRETE SEE SOEWLE ON OHM 9___._._....._ AN WOOD Sa KDIIOK ON SAHar 12 '---1 ; ; ) 11 1 , IJill 1.i j 1.1Of i:Mo 'T 1I I I I i -� FOMAiEaM l 1 I I 1 I i I I I 1 I--...----._. i. .a -. t -:'- -• 1-:�-_.:._ .. '_.-.._.: =1 i LN ' :.1:_ .-1 _ 4i....i. , lipr-ao.r .., ..... a 11/•'vial'. i _.°l _- E (1y1r-al' v^� j I l [if �l T i .1 r.1 ,'.., - T I f Tor . 17 eOaK i ;,, M0.n Wi j01WW1I,P4 - I I I I IRIF j 1j 'On 1-..._. -� i 1 IM • Un1 _.- - yy 11 ' • MI21 � EWE ._ _ i � �� I j � i I I e2=7 _---1- - I 4 9, p EMl q'w a• flu. LSE ant Ml` °`i 50111 ,.- Wq, -1 j r M.- ov t I MM. MAR _._.._ _...._ M1olORs: TO CONCRETE SCHEDULE ON FOR MOOD sR IECTOFK ON SHQiSM[R B._.__-___._J ox c 12 c i • 12 I I i + REGULAR SWRM OGLE 3/SY• 1/4' Al SAP Soo-, i sa i .edam PFppH1NNEEpp MEET n s m OR KOANED SCMt :WTI ' --...1 - --- - - �t 4'4-TOMS/{' f,S, BOLT ! ._ .. -..� DWIA OA9A/P .1 Mat VAtIM WIND NUT • 12 1/2' o.c. ,bNNaKTt r1GORs - - - - OONCIInE AN SIOa (w('s1QT .9aH)1m AE GN ,/•soat" ON • TAM, {� � • o wNaE,E OR sE'crlGlt A -A fTve.,� PPq1UmNp Coware CO 9LooN 9OLLi a/Ss•-I �-amocmm KM MEORWD 000u9Rsa LOML ] t SOW[ tTi�6jr„•- TOR fbN1HAYEDAI OF rTteNf.• F.D. • m0E OISDRNCE (SEE SCHEDULE ON TOP 4 BOTTOM MOUNTNW CAN ME SHEET S) COMMNED N ANY WAY TO SUIT ANY INSTALLATION, cm > O N Q p L- C .� CU . � °- C O t0 Q Chi -0 U) ja c ,d Ca 0 N LL �0 ICU > .� � ECn 0 t2 Q Z Z W J N C'J C N = 0 C%3 C2 w o t o G� M A CV o- Ro v .- R do �' 07 CL- s. d o Q u ' 3 4L A_ eA L.)y a9 4 CH > IY 'ate to C O O Iz CD _C CIO CIO CIO 0 I..A.. ■ CC LU 2 Q Z Z Q J a., SHEET NO. SH 1,0 WALL AND FLOOR MOUNTING INSTALLATION FOR I SPLIT PANELS /• 2tir bra. I c t• � • e1Bw4 IAM a 4�1NLYua a INi. t c lieam SI 1 ♦ . 1• SAIL 1 -r e4 mn W,IN woo t 1 I I �f) 1 iN00. _• / A.Y= a+am a 'a/ 161.s1111 1MIf. M eRAaBN �Mra'/4i2MKw� r1 DUAL�l SECTION Y-Y-Y arALE w .r Mw. MULLION VAN (n) • FEWAIC W. %M TALON » 4 4•-r r . r . I/9• > b•-a' ro r-Ir 2• . e• . t 4• 4Y ( mPam a a0 =aaa/ ` - i �I Sam a a 0) `�J __� PIPM 4 3. ,. a • • cr T SPANS ASp pE�OI� • V 10 ♦eL FOQt % .OMIPKp -Wl WIND " °RnRm SECTION 1 :�.�D 1i'f'�o1R SOME 3/M1' MOIL• pMILLIOOTBTpCAN ALTSOOOaE 9LILApULDDmBID STORM PANELS ON TOP T IV Oltlt 90T10M OF OPOMq. ni (OK MIEL OPEMSN TUBS SIP raR mTAl2 ATIOu - ALTSMIAmff 2W SCALE: 1/r . r mom 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 p.af. AND PANEL'S L.ENCTH UP TO 2. FOR NEW WOOD FRAME MNSTRl1CT10N: wlloo MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIM DENSITY OF 0.55 OR EOUAL Mpg FOR C�MINIMIM OF SECTIONS: TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. OONOADE IIMH10A6 0 SHVIT 4) � I•o1R9 Olt RISTAl1A LIVE S1M SCALE- 1/4• . 1' I I I I 1..IQ 2OldAt I - Poem IFelt I I lea 7E1NIM110M ■ •,/Toe. 1 "' " 1•/ {/9• M4 (1'JwF 9 _ 1 4'M.IS % cm off. 1/14 ^,odf: 2 I oc 11 r Ma �D�E p•[ m .: , S if QQ an J L1 da aR. I C I 6 / I I i woad AmMlm r I I I aWam " an fP+E stleMA2 4) , , ,• , SWEET 14) PMMm coucmm A{MIB[O CMHC,Im APKt40R6 '`t. Va �1 (Q SHUT f4) �'•' WA11 ANO FL_�OR NOLnr ;; INITAL L ATM - SECTION I SCALe 3/e' - 1 - SECTION 2 SCALE: 3/8• - 1- ������uu���: 1. LIFE SAFETY STORM PANEL CAN K LOCATED AS M ENO PANEL (MST OR LAST PALL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION N BETWEEN ENO PANELS). LIFE SAFETY PANELS MAY OR MAY NOT BE 11ffALLD ADJACENT 70 REGULAR PANELS (YI/ OR W/O NODULAR TRACKS.) I. IJFE SAFETY LOP19WiS OF GAM` OALIMNI2E0 STEEL STOW PEEL AS �PANEL PER CaDOPEMAL1DI0i' SHEU 2 of OFIANING, THIS PANEL (SELF TO x REMOVED OR INSTALLED FROM THE N/SIOE OF 9TRUCRAE, J. In SAET• REVAM TOP T%MX TO 6E COMMONER 0 A 9MTOM TRACK TO A T11 t a PER 1H1Qt 2 rx THIS oRRWWNO. COMPOPIlM ■ afsrALLEo e1ALL ON FLOOR MOUNTED FOLLOWING SECTIONS 1 ! EP......, .�''`.: 2 ON THIS . As WELL AS DUALS , ! 2 ON 81EE1 ,.. 4. WL LENGTH FOR COMPONENT B IV. �' �• Mom. ANCHOR SPACING FOR COMPONENT VANC110RAOL AT BORON MGM ON SpEDWfS It 2. SHEET 14. COMPONENT®MAY K KRMWEM ON RENIdMME. ON SHEET IS. q 9''• I SEE DUALS FOR INSTALLATION INTO WOOD FRAME BIA OINCS A SEE SHEET 4 FOR DETAIL APPUCASKE 10 THE NECESSITY FOR THE INSTAl1A1GN OF SPACERS AT TRACKS NWALLF.O ADJACENT AND BEYOND TO STUCCO/MOOD BANDS. A it va� t LAM. I.uewe fRN • MM Imam 1 SPLff STORM PAMF A?Ia1 suME 1� 1 CFxINo t FLeole u0u9ITIND Wyi A naoR Nouwfwo INSTAILTION - LLTElNAT1VE lW ■STAWTIONS - ALT[■IATIME BIM (SECTION AT TOP 19 UNITED TO +603-67.0 MAX. SCMI� 1/4• . 1• A.S.D. OEM PREHBURE RA7I10) So" 1/4' - 1' 1 • NiYN 1 4er • n 1 .n rAr � 4Nw • er 4aINM, r wrl .us IMlTAILTION - SECTION AAW !CALL. 1/4- . 1• nowesommunwoomno IN L04A 2/4 20A 3/4 01 V4 I L*1. 2, R 1iW/1S y1� � ! 1W/15 I --1 ON LIFE SAFETY PANEL L AKA w/14o LIFE SAFETY PANELS I LOGWIOM a< LiL ( NOTE imAST I -' ----- --- I... AEMNM PANELS W/ OP 1 wm Pw,a _._ W/o ma" TRAILS (SEE MOTE 1 aDAw) • St% K wrOAprO IIPIL OPTION &I FOR WEE KETY Un>em ILro STORM ALWM•6 SS PAOWOm W AEAA 11AIaE FANELM ro PCLMN B INRNOm TO BE *Gt-LLO a POIOMO Fao1N NNMOE ELEVATION OF ST SCALE 3/32--l' NAAwMpa fp TIE NC ,)"Oat ��Aa1E /O SECTION B-B SCALE 3/32--t• MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m-f.) AND CORRESPONDING MAXIMUM PANEL LENGTH NO SCHEDULE .r .... '"t l lR] 1N CAM r NO � YOGI +/La -72A r-r OS Ila 2 1/r um m , ,NOT e a 7 40" -72A 7Y_r ro ram• Nw. 2 3/4• IUBOI>m I IIRW 5 a 1 .MA. -TLO ar-e• TO 111-2 N.a 2 1/r ' •• 6 +4Aa -4LD Ir-4' OR LESS ] 1/2- ' mr M LIT" a 9 A to aim r/ t/4'9-0O,' 23 " A 0~ A 0~ a UNWH M MO. f1NID ONLY FOR PMMZ(1)A aM EMALLa&6 AS POI SEI MM 1 TWU 7. ON IH1� 4 A 61 i#MMN ALE. DEwCH MIND M.IN WWAIM MOe O MMOM FOR EL - 2 1/r » APRIOASE ro atoms IF A 1gN for Tom HHMBAM PMa Ls1aM i' (a.i TMmM OP UP -OW 0MR-N M AIAWL POMt w P.Nam, Raw m Comcom 70 CONCRETE TOCONCOM 10 OBIOBR l0 OBOBR 0IP1� A CMCR [ OMACKM SUICK to. to 0011p100 r */A WA N/A r WA r r NAL I fFOPI e r N/A "/A r r r r Ir r N/A N/A WA r N/A {' WA 4' N/A 2 p0►) r N/A WA N/A .• WA 5' WA r N/A 2 ow"Deo +SSA -TEA 6• N/A N/A WA a• N/A r N/A r N/A ] A 4 (10P) r-r an LCM ON LESS 6. 6' WA N/A r r r r {' {' 3 mom* r WA N/A N/A { WA { WA 7 mm r r WA WA r r P r r r 4 A 7 p,mWAO WA a^ 12 1/r 0 1/4' ,2 ,/Y • 1/4• { f/4' 0 I/4• 6 1/4• a 1/4' S (roP/eOTTOt+) am atSSte 10. 11 M MCMM WIS A W CaM M MMUA=W WM a00 PAMPA 9 NOaM MIIIIIM MDIN1 21MOSIOa AM t1alIAM SIDE M M0[ ANE MOM a WM SO=" TON EA. LESS CHIP NOCATN ON M MITE I = MOM WI=M IN WAWPLtM StMp00 *0011 ON SCHSIWE W WE MLOAaM FWMW POR eM OrcwMN m DE PO•SML AMU= UNIONS OWSO LINO M MO OWL NOT Be LA 110e1 IMMM tPAow NOWO IN LOCH MOOR Itaf AT MCHOM LISDM. Ar•Iw LINT .. 1 4i VR= 1/4'. 1 1'. 1 4i 1/4•. aUhM Y4Q M or -or MIL Am= Mws ] ] s s 2 ,/2 ] '•r�+rW Pe4Nr4 W to rM orr ar AV a a ] a s a e^ a 2 ATM 9► IROMR 1 M a I, « 4« r ] I tm « +« 2SS/aM11- �. �ifn!■ y.n OI]:•. .III 11... Itl 4. 0 IA;' Ill .tl!.+ i; i .�11144.h mm 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +SONS, -72.0 PSF AND PANEL'S LENGTH UP TO r-B'- 2. FOR NEW WOOD FRAME COP141RUCT1011: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOLIAL NOTE P'OR COYBWATION � TOP A BOTTOM MOUNRNCS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALATION. STUDS • 0 TO HOLD m Y� _ P all.d .'1 _ IL•. ."� L._�i • . IN . P rq•• r, t r. .I 1-I 1�. �• nu• (STLIOa/2�u TO HOLD 0.0 e/a• IN. �• NA. Q ALTERNATE AT ONO PANEL DETAIL 2 INTMON PANEL -END PANEL SP� FLOOR MOUNTING LNSTALLATION SAPPUCABLE TO SCHEDULE 2) MAXIMUM A.S.D. SOMi1 3/1r - I - DESIGN PRESSURE RATING (pyiN) AND CORRESPONDING MAXIMUM YAPPIa•4rN SYSTELL ON 91E1t PANEL r ro r1r+.r t]t. LENGTH "0 SCHEDULE , A s SIDICdifil fSn �'T- SY37X STe[a, PAtEt toil" NS I1e2eu1Er UP= Or *P-SA► a"-M AaOMAW FI*U w PNONOE NB ammF/PUCe a Scow ION lift NNsam Pa- umm 1. OL) m mim towo cR DOHIeRtI[ m CONCIETE at01a1 ro ONEE TO �MDErt ACK 10 OW SS.O, -72.0 r N/A N/A N/A r N/A 6- N/A S. M/A 1 A 2 S'-0' OR LESS e• 7• e` 6' r 6' 9• 6' 9' 0' 1 (SCITON) +55.0 -72.0 r N/A N/A N/A 6' N/A 4' N/A 6- N/A 1 A 2 (TOP) S'-O' i0 7•-r 9- 5- r e• 0' 7 1/2' 9• r 9' 9' 1 (BOTTOM) +6a0 -72A r N/A N/A N/A r N/A 0' N/A r N/A , A 2 (TOP) 7'-0, TO 6'-r 0' 4' a• 9" 9' S' 0' r S' 6• I (60TTON) vmm "A rAo1UAE i (OIAw • IA• Nt M[I TOP M MI<Q OIM R WN1 • r NR. MOIL WB a Fg10 APM,ICA!" TO SECTIONS A wy LIN'L c!QmEmmor THEM +492 -61.5 r 3• 4 , - 4 , r 2 (•OLTOM) r-S' OR LESS +52.6 -66.0 r 31 4• 4- 2 (IOTTOM) r-S- OR LSS +Sao -nA : 1/2• z t/Y 4• 3 1/: 2 (e6mOM) r-6 oR LEES SSA -MA 2 1/2. 2 1/2- N/A WA 2 (WOTTOM) 7'-6• t0 e'-o- +SS.O -72.0 N/A M/A 3' Y 2 (BOTTOM) r-r TO S-S' "MORN ASA orae PINlLIU.) few H,eNa IBBM • MJ 'BM11p w N p1 .I54 -Iu ra-RrWWwO P a/.• I,wM1SI SSI OW 15 FOR NlaNla /M'[ A SPCINO FCR NMLUAUG 0110 NO MM WAMM NOMN ANCHOR WV M06 A0 NOW" SILO[ gDEA = AN NOMM 00 See 5Mm1AL TITS [D. LOSS NNW NOOAI= SS $am" am= mom rom or ILA K"o MW1010 91100E ON SOmsE BY TW FUJJM W MOM IN 100 WVW M ro DE POSSIBLE. AIplOm SkAM OULUM ,POLO FAC M1 MI,IL ON DE LL9S INIM Weaken NUM ROOM FOP SACRA MISSION "M AT AMM M LIMA AMsa YMt I/4-P 1/411 1/4 s 1 0 t omm O TM•4w► w{uyl eM Mom Somme S a ] a 2'/1 •4NM4e1Nat, 9q ] a a 2 3- PA-4 W Amm m MMIm IVALG ONLY FOR INFOLLAMONS AS PER SECTIONS 1 T1MM 10. ON SHINS 4. 6 A 6) MAN" WOMAN MM M 9R0I10 IN LO. - 3 ,/r » ALA DESIIN PRc92LAM MNM TIPCON or 7N-OM CNN -NI PtMO1AR FOWL 0 1'AIfLNIIOE RDS SONG BIT APRIOMILK TO �� a<,H1W VAN" POUND. � ro GONCAM ro came MR S10a ro coNcmm m 60010" S OCH ro COHrJER m tp11G[R LLaa m OBr01WR m cONDET[ Rea ro OOIrOWt[ m COHeOMI! at= ro aolan[ ro cOHIMMR It= 0' N/A N/A N/A 6" N/A r N/A 6' N/A N/A N/A 1 (TOP) 6' 4• N/A H/A 6• 0• a• 6' r 6• N/A N/A t (00"W) 6' N/A N/A N/A 0- N/A 6' N/A 61 N/A N/A N/A 2 (TOP) 6• N/A N/A N/A 6' N/A S' N/A S. NIA N/A N/A 2 (BOR011) 50.6, -72.0 6• N/A N/A N/A 6• N/A 6• N/A 6' N/A N/A N/A 3 A 4 (TOP) 7r-S' TO r-r on LESS 4- 4- N/A N/A 0` 6' 6' a' 0' 0' N/A N/A 3 (BOTTOM) 6' N/A N/A N/A 6- N/A 6- N/A 6' N/A N/A N/A 7 (TOP) 6' 4" N/A N/A 6- 6' 6' 6- 0' 6' N/A N/A 4 A 7 (BOTTOM) N/A N/A 12 1/2- 6 1/40 12 1/2- 6 1/4- 4 1/4' 6 1/4- 5 1/4- 6 1/4- N/A N/A S (TOP/BDTTOM) BOA. -63A N/A N/A 12 1/2' 6 1/4' 12 1/r 0 1/4- 0 1/4' 6 1/a- 0 1/4- 6 1/4- N/A N/A 6 (TOP/e0TT0M) -a- 70 66A• -72.0 N/A N/A 6 1/4• N/A 6 1/4" N/A 6 1/4' 6 1/4' 6 1/4- 4 1/4• N/A N/A a (TOP/BOTTOM) •-r 70 11--2- N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4- 6 1/4, 0 1/4• a. 9. 10 (TOP) �� -MD 6' 4• N/A N/A N/A N/A N/A N/A 6' 6- 6 1/4- 6 1/4• a (BOTTOM) 12'-4. OR ll r 4- N/A N/A N/A N/A N/A N/A 6• /• _ 0 1/1 6 1/4' 9 (BOTTOM) OR LOS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• 6 1/4" 6 1/4- t0 (BOTTOM) SEE SIQ19 10. 11 AM 12 MR ANCIVIS TM L S►A0s0 IN ast4UAWO a= Woo" PAME auu m M MaM NCMM MMC/MS A,o nHMPAr SIDE OWN" AM ="= ON 1141 acwtow. MR ED. L� D" poem ON so= IRMHOE ANCM011 21MCa16 M wttBLTRM SPACM MOwN ON 9CNWOLAE M THE roubma FACTORL roll ING orum"m m t POSSIBLE. M M WACM MAME0 U04 WICK 2HWL NOR BE HAS INAN MHBRM SPACM DOW= FOR Opt NOW 1YIE AT NOHMM La . A10a THE 1/4•N - WNW t/4'. ,/r. I/s•N 1144 I/41. Or M•4IIP mr-so DEUFaO IAM amp Mmw ] 3 3 ] 2 1/2 2 a.ww,I,b ON.waM O4 ] ] ] ] ] ] IA tu004 M,d MNY w ] 3 a 1/2 a 1/2 4 a to TOR fA � iLLiM1� ► Ai T O R r 1m tm- ] , 1m - 1.0 im Pm 4N ro SAW J -- �/ oe l I ii PANEIIMTE PLUS r �14-t0 M S 14'OG.a t /.a MUMAUAMK ME, a PLAIT IIQIii1 I. INSTALLATIONS FOR ALTERNATIVES SW, SW A IOW ONLY VAUD FOR BUILDINGS WITH A.S.O. OEM LOADS UP TD +43.a -48.0 P••.f. AND PANEL'S LENGTH UP TO 12'-4• L FOR NEW MOOD FRAME CONSTRUCTION: WOOD MEMBERS TO K SOUTHERN PINE NO. 2. W/ SPECIFIC DL7dM OF 0.55 OR EOIAL. EMOTE F'OW I1)MBaNA.7IOY1 OF EfE:T1011S: TOP A BOTTOM MOUHRNCS CAN ■ COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I I MeN. PANEL LENGTH (SEE NOTE 1) i SOLI OF 'L• 1 � PP!•I i I � p/ry/Sr � MIIO NUt BMNG .6 12 I/r OG 2R WIOBDM Q 2GaMAt a L Bare r 10 /SSA r OwMNON � 1/4+r-ar, CHIN NCH W 7A'Y . I eMIq aM DON aNaAA. i - 1 �1 I _ Kw tLLL J i' V} SOME 3/e-I LAS or Mw CO ( V N C.. C O O C .� cu U -C � a- N C � O cu to O C O a) O LL 0 .� E 0 2 ..A... G .� �- /Z� cn l�.i W cp Q• S� 4= t0 m :1-< C IA- a- IP 4z O 4 - ^ 2 W aV d d C2 .15 s2 A Oa d S7 DO 'ate c E NO O a � INSTALLATION DETAILS 1/4�10 I1ny., no= • r oa r/ f I IMbal'IMw L PD�1gM FOR OPTION � 1 FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM cn II `I \\ -0-0 1 L 11 y CD l I EO an I E I _ EO _ GOOD � /a�na/aS' i ow • 1/r OA IM°i1lle'I•,'0O1 °°' O ALTERNATIVE 1 ALTERNATIVE 2 Q ,��,,1��a2'' IOA 5,, •��1,1• m'Sj'iai: , oe U) bir:'1/O,.DEi I I Omie M 14 .. ' �• So "w m MAUL I >� r (D U ' �I-- EOca \ ED • BOOR FUR O RIPNIm Lt� I • I INOMIIIm cu 1, -"� j��4,• Am1NP1m �.. I, 8 C- / , ,n' ALTERNATIVE 3 ALTERNATIVE 4 0 ■ 6/s! ♦�/� V Iw4'•n1�wNa PY7EfMnaw�a 1/11AM/S' Low MSS KOMM W /cn [' , 1/•b-aD.r as Y3. P r O.C. a ALTERNATIVE 1/P.-9D IYWO/ATE /OWL 0 OR �F K M7e0M ,o W 1 , POOL A WOOD FRAME CONDITIONS SSN8 AA• - r A ANCHOR LOCATIONS ` V W PLAR am : MJMSS ?%We NOT wMNN FOR a AWT WALL MOUNTING INSTALLATION i W EP1k.Ti(Ul W ALTERNATIVE ROMOA KIN DING CODE 19 Valm cam Zon• � P TL7= K' 20 OAOE OALVANRED STEEL STORM PANEL 9A�i •n Z 1. aM1NAAMS ARE ONLY 1NIM roA &ADM WH ABA. OEM LOADS TIP +Sbs. -72.0 Pal AIM ► '. LDO N u ro IT-r. TO �.. SS �Q •, FL R10 /► ' C PROTECTION PRODUCTS, LLC. 'P am 2. FOR M[M ROOD rOME mIs1M�7 WOOD NOMSIS ro DE SOUMWMN PILE No. 2. a/ SPCC:Ia DQMRY a OA OR UUAl. NSI • A`E / l ISIG• .{a/ aw. 51 ae1Mr WML Il m,4 20-176 PHISm. OM)RS9-7M0. Nw (9MIIS9-UD Z a MNN r e1N't--ILA . M am m-w PA. III G-H PE - SPRAT B U ■ J SHEET NO. SH 111 ANCHORS (SEE S[LTIONs ON SHEE,s 17. 16, 16 Or 20}----"- MAX. 307.407. Wa4 aEVn• M/+7. s/+E ' UKSOUP% 7Aw/19 « w/30 �■w/tf, 7Sr/,6 «w/30 I 6 1 o _^0 _ o !�-0 0 I PANEL UNM 171 - T -fi Ae - r X TtwNiu > } �- I }- •' 011141, --Maw MT AT Wl•AWI b• wx. 3A/+7. M/i7. W+6• >A/+7. SNIT. E6/+6 r 11" IBA. w/II, 7AW/101 «w/30 66W/16. 7M/16 «IIw/S6 I. MW �`----'-- -- ---"---------ANcHNORs (SEE SECTIONS ON SHEM 17. 10. 16 IS OPTION #2 FOR LIFE SAFETY STORM PANELn1i ELEVATION SCALE 3/16'-1• t/4. MINI w I : :6 . M . 7 VK417, 1117 WEI . L . all in SECTION A -A SORE 3/tr-r JL.*'�jC No. 44167 •'20R10�. MAXIMUM A.S.D. DESIGN PRESSURE Mott. PANEL LENGTH L (ft.) MINIMUM SEPARATION RATING (D.•.T.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 a. -a- 2 3/4' UNBOLTED TMCON « 'N , , •INN. T,HKAO[D w , 1 MST. TIMWAOm \ . NEAOER AT WOOD HID1/4.4 ER A WOOD //2• 1 ,/4. \y/ /f ,/r 1/4. tNh ; I MIL ! i P11BIM6 tw lMMIIWI 1M/C LDWW (WE ' I tnOWl tIm tW d00101.01m ! 1• yp, PA14 LLIIDTH Dw IDSI I IF1O110) 1 �_ 3�-_� _.. , .F1wti1MR 1.... 1 ' I Hr i I - CANT. COAT. I IBa•n D.C. ' 1 I I1 iljR Wtll B( N:O)� 1 I t 0.c. �fS00� W L!„ l " , of TAP" W r O.C. W 11mvmm O PAE I i O PLATE 1}4' a000 PLATE _ 214• WOOO PLATE WALL l0k=Ml1 AIM �L� 1 TMw0�MA VALE3/6-1• SCALE 3/6'-,• N �. T6 um�P 'JAM 1. /RALIATO & AM ONLY VALID FOR iviam WITH AAO DONN LOW � UP TO .954 -71A ►IF AND FWXL'S 1010114 UP 0 W-r. '• �• 3. FOR NEW WOOD FRAME COINTIMI'm WOOD MMIRM TO K SOUDQW PRE ND. 2. W/ SPEOM DENSITY OF 6.06 oR mu.- A w'. SCALE 3/6'-1 PLONDA YU OOG CODE M Y61oo NM/FIN101HI IwNn 41,m Homo 3C 20 GAGE OKVAMM SIEEI STORM PANEL FP. COW M: Uc. P PROTECTION ROOUCTSA "/1I/X1I0 L ETC O� A. N'>.W"ii1- NIONI, psyNr""Ri..A~~ FM4 (WI4)Ii4MAY 20-176 RSA-omNu • MAN °"'M'w tw .yaw *.Lana WISi Y O N COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (ar,LLE 1/2-1� -- --i--+2.500' (EFFECTIVE weTH)-----------------� I a4Lvpj4uD am TTYP.\53 -IO11, - Oliver K7AR ^LaGL A 4-0 OK. i I ------------------------ - -7 CDD r .NWIi END LIP Y'•. W/ Hamm LOOS. ` \\ T M AD. `�� ,zs P ISOMETRK: ANEW DETAIL A 2.00D �F.•. ROUNDED CORNER • ENDS OF PANEL'S ""'- I END IF W/ HEALED IDOL ' } .7do, 0 J" yaux I L(TIP.) -i I----,73r---- H---3• Max.--H Q 3"mr(Mum-1. ALUM, ANME O STOP MR IT• LONG 11091-T5 PLUM ALLOY Q 730 ». T L- _._I O t1 MOO-75 AIMn. ALLAY Ir tAPCON • r O.C. Ir MIN. THE DED MTON AT WOOD 1• M_ PANEL LDOTH DICE NOR I ALLOW) /1IIN6 STILE. ILL W/ HAIL a• © KWIMED "U" TRACK .125' s.ais• I © 2"x3'(YaE_) ALUM, ANGLE TAPCON ANCHIDNS O.C. INSTALLATION DETAILS FOR OPTIOK..A2 FOR LIFE SAFETY STORM PANEL SMM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES --- - - ]/.• TAFOON ANp10R3 4• TMCON ANOIOP6 -i- r D.C. r D.C. OR P WMOi1F, POWNSID CETEEAR$ PQRIED DOMC am KOATO � A � KOCK PUPATED, +/• ) I/4' I 1� � 1 I tA.• \ i i I i . 3/32WINO NM NCIHOW 1 jr w f � G I gs qw • -+._ _ -al � I MASIIOI (BCYOO) 1 4 tA/CON ANCDo' �pUREp C�q""Own w/ SM 6SNpIRE ttIL xx Almuln SCALE 3/6'-1' 16 • i FOR AMCIw 7YR • LION■ TIRE '/r• WPM ov n I v TOM .WMWLMwNM HMO WDao r, A.WWII wWaNW 04 3 PINS EIALMIS. ROMEw IMAM MMCS l IFWCMwt ARID THIS DK oIWF R AAE ON THIS ' ENNIVO trr Iy 7 I= RNA $Mau am L0. LM 11FW IBDKO ON IMWLVN RD1 OI MOWN MANIC N IMMYAS IHWaW WIOWM w fCRDIAE %&-%4 R• W ewr. y N l AKK Y TWWIOR M M 10 70■S RICH0 It " ION TAB amum a 1 , r - IIIM1 110T pvaoLOW I mm M UWIW F Mom K LOW TAYM ww1A ON TAI .WWwO FOt OMOH ANCIOItWL! ON TK 0160A6 3, W. LENGTH II KWW) OW MR WALE 3/6--1' 1� L INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WIN A.S.D. DESIGN LOADS LIP TO .66.5E -720 PSF AND PANEL'S LENGTH UP TO W-6•. 2. MR WE WOOD MAINE OdSTNDTIOM: WOOD MEMBERS TO K S"ON PINE NO. 2, W/ SPBCwIC DORY O 0.56 OR EQUAL I i � IN I, r� I � ELL.• a � I � 1�• - 1 4'1-IQKj 4'S$. N.S, w/ wP16 NUT MNNUt • • 11 1/S• O.C. { , 4 TAP O N ANCHORS �1 1/r O.C. SCALE TAPCON ANCICS O.C. B 4 1/2. O.C. 1 - ISOAm 11IMEL mwcua°iLoul L SCALE 3,W-I- TSI a�11i�T-, _L . W.. I'maq we 1W0� - IIIDialI PPA3X3 tPH,OaR NWHB) DNHa.oW AFNu _ ,Ol[ L A. 4 SCOW I I I Mwiwwl a SCOW I A♦9111 4 t A T 1 1 1 W r I T � ii ♦ ♦ L W/ Haml 1111 1fl" 4 . _ _ _ • • AVMUATE tTOvJ ( ffiL�i "'P�AIHns7"O" L3. I MNeL�! MINI NOR 4 IQQW, 'O OII ,• MALL �Q Mott 3 dOW w°a°eRc1 s1 FaRA"°wlRiwa06R:=-1 IXw /� /C� �,/� ,• HAIL W O" 4d/ w/ w/ "YB/ • ® SFL IOCIIONt ON I16T 3I • r /1• ' +/I' , E�BH = IVNLL LW K ISTpISWpFM NSTAy® AT 1/6T OW14 O S K PROwSEI ,X EN AFAR HAK� F ALWMMEN PSpW1110N � IMF I ONFOR YLE° FROM E-2 NANO STORY PANF TO a � Fw�M°1L"'� _ .OW OF SHIN rift wM - , NSW[ O f SI LIC INE. CONE . , ,/r Y1.. W L-,/r MIL W 1/4• w. IMP I/r 1AK. 6N-1' 7 \-/-,IZ 7 7 7 _7 t M®ryaNw/D®.� ![■■ TM SEr 4Y 1-Jr ON A -A ow ;Aft• - I• S CC3E 1a-B Off : SOME IV3T - ,• 0). HFP,NMTMON OA /WwEs teao- E - 2 NAfG STORM PANEL Sys" CONSISTING OF PANEL 4 tlQIIij f�rN TRACKS AT TOP AtPA ELMMTE PLUS OR BO Mr LO (1). DEFINITION OF SUM DODO: E - 2 WRM WING BEPANEL SYSTEM WNSMIINC OF PANEL. + QJAT BOTTOM W/ PI N LMATES. COIN. TRACKS TOP « BOTTOM. (2). END WMIFLE SMALL ALWAYS K CONFEOTO DOW SILL WALL BY MEAN$ OF (2).(rD HVMELS SMALL ALLYAYS K CONNECTED TO BOTTOM TRACK ONDOW A STOP BAR KIESC F�Llam w/iy^ 411`� T AT 3 •END PANELS IIHALL M TO /. f /EMYST / �(L� SALE K PROVIDED AT TOP OF SUCH PANELS. (3). IF EIHD SING MR DII 1 44 �r MfnMb DESCRIBED / IOTTOYAll 3HALL CONSIST 01 W 7 ITON FASIEEISIWY BAT ETIIER� (3). RXL CASES WIp1 (Kp AREwUIBSCISSY WI lIA'PLEDIBIO (� AT EXTERIOR MT FIANCES OF END PANEL � BUT IIA PANCS AK NDT COMECIEO To BORON TRACK ,TSTOP, so 111AL4 0E1 AT TOP W SIGN PANELS. (4). N CASE DINT ENO PAWS AIDE NOT CONNECTED TO BORON TRACK (6.. A STOP BAIL S ONLY USED AT TOP AT LAST Two PANELS SNAIL K CCINCTM 70 BOTTOM TRACK (� COMiECTON 0I PAILS A IONS (4)• !CIF T+O++S w1EN/E70 PANfE¢�LJS AND SOY! N1E60R PRIES AM DIRECTLY MOLINTED 70 Emm" SILL BOROYMOM� TRACK3T0' N7MLL TO MOTION 1 OCCLM AT RWEL LDG710NCRSf. PAKiMM7ESYF0U,OBMq �K7RiW MOD �. (5). SEE SECTION 1', Y « 4' ON STREET 24. SEE ANCHOR SCN[OuIE ON SHEET 25. ADO[ 015TANCE. FOR TN/S BE CONNECTED TO IAEIBOR PANEL LJ4FD '10rw oI ALLED YIUw' B pl T�MT�AwACENT ' LLE T'T & WOB SIDE OF TRACK �iYE7ml! PANEL) M1AE 0 p; Tkw� THEN OWERIAPS RETArED BY �. PDIAWD CONCRETE oil CONCRETE SLOT IlO11IR0 INSTALLATION DETAILS FOR INTO EXISTING POURED �[4' TAPOON ANdIDRS OPTION #2 FOR LIFE SAFETY STORK PANEL SYSTEM CONCRETE OR CONCRETE BLOCK STRUCTURES . TAFCON A/ICDAS I 1 4. i 1p• I E.D.• { � I [.� � i i I A I w TIIYPNA a ± lrAsl A 1 I' , 1 I E.O.• i I i l l 1 /4-irP PA IUWE PLUS W/ ;,?QM WINO IITR WARIER I.. --. 011 iENCREiE ro. H,EOGIRtO SCALE 3/r-1' ' IRS IMT ,I a 0 to ANCHORS ,WE • MdO 71R _.. tp1- wpm 1 4U ab SwM ABTAUTCB MW WIND I•, MAID WWOW Oy 3 3 TREK SUUML LINWAIN,AND"" 6FMaHK Mw MMIIA DIE ORANGE AK ABICIlO aN TIB •A3w44Nro e41rw o•J 3 3 3 1/1 Ommu FOR EA IM THIS INSRAO am mmu mu mom 1PILM BY „IA,IAvm MACAS 110WN ON 1C1■1A3 Rz••..4 AS■L Ea 11 P M MAIM FA "K ►DR tWW OPUSM* 10 K "as" SYCAw aBAro IKB FACTOR Stm or K LOWTIN MOIIAN "* Ma $00AID OTOR TIP 914. MWA[ ON I" MMU 1m r Im s1 Dat1ML wmm, Mum E-2 HMI■ SiD■1 PAIi1 SYST6L 1. E-2 NAIG STORY PANEL SHOWN ON THIS PRODUCE EVALUNtION DOCUMENT (PLEA.) HAS KEN VERIFIED FOR COMPLIANCE N at) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAT(WAIE FEMALE 0 « PANELYATE PLUS INTO CONCRER ACCORDANCE WIN THE JIM (7tA EDITION) OF THE FLORIDA SLIDING CODE. BLOCK SMALL 6E 1 1/4-. DESIGN WIND LOAN SMALL BE OCi[RI3IIED AS PER SECTION IS20 OF THE ABOVE MENTIONED CODE. 1L2) WO" EMBEDMENT OF 1/4Y x 71V CALK-N ANCHORS DOLL K IS 7/6• INTO CONCRETE. FOR A WIND 9Pt[0 AS REPLARED BY THE JURISDICTION WHERE THESE $14MRS WILL K RIVALLED AND NO EMBEDMENT INTO API' FLASH MATERIAL SHALL K PERWYM. FOR A WKCTONA)TY FACTOR VA.o.BB, USING ASIDE 7-16 AND SHALL NOT EXCEED THE MOM" (A.S.O.) 1/4. 0-20 S SOENALIC BOLTS I= SNALL K LOW 90im0H(SNOULD ANY FINISH MATERIAL EotT) To OESOM PRESUME RATINGS INDICATED ON SHEETS 26 « 26. ENLIAGE 3/4' "TO ANCHORS. N ORDER To VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOINS OVIERMIED PER ASCE 7-16 SNAIL K FAST REDUCED 70 A.&D. OEM WIND LOAN NY MULTIPLYING THEY BY 0.6 IN GLIDER TO B.3) IN CASE THIIT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON THE EMSMO WALL. TO COMPARE THESE w/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SNEM 26 «26. AN04M OVAL K LOG ENOUGH TO REACH THE MAIN SIRLICrUE 111D6ND SLICH PANELS. ANCHORAGE SMALL K AS YEMONED N 111.1) AND N 111.2). M ORDER TO VEWY THAT COMPOFENTS AM ANCHORS ON THIS PLED. AS Its, WERE NOT OVER STRES[0. A 331E INCREASE W ALOWARE STRESS FOR WOO LOADS WAS UK UND N THEN ANALYSIS. FASTENERS SPACING To WDoo INS am DETERMINED IN ACCORDANCE WITH N.D.S. ZDIS. (C) ANCHORS � K E6TALUM FOLLOWING ALL OF THE REWIMYOWTON11 AND SPECIFICATIONS OF THE McmCIR'S PANEL'S ADEQUACY FOR IMPACT AD FATIGUE RESISTANCE HAS KEN VETTED N ACCORDANCE WIN SECTION 1626 OF MWJSTOIBA THE ABOVE YENTIOIED CODE AS PER FENESTRATION TERMER LAIORATDT', 10. REPORT / 2032. AS PROTOCOLS TAS-201, I I I SIWL K THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDERS or THE STWIICTUE WHERE SNTTER TAS-202 AND 7AS-203. S TO K ATMCIED TO INCLINE PROPER ANCORAM THIS 96R1EA SHALL ONLY K ATTACHED To COMCRIM ELOCT 2. THIS SYSTEM HAS KEN DESIGNED NSTA NED TO LED ON THE OUTSIDE OF THE OPP" ACCESNB THE OPENING FROM THE OR WOOD now WIAIDMLi. 060E W/O THE UK OF A LADDER OR LIT. THIS APPLICATION 18 VALID WHEN INSTALLATION B INTENDED TO K PBW*ftlEO 12. THE INSTALLAIION CONTRACTOR S M SEAL/CALXK ALL SHMER COMPONENT EDCM WNC4 REMAIN N CORMUOUS FROM 711E INENDE OF STRUCRUIIE. � WITH THE BUILDING TO PRflfM WEO/RAN INTRUSION. GIMAND CES N. P ASEAL SHUTTER TRAM ALL MOU1q FULL 3. SERIES IWO PWAWUIDN s APPLICABLE TO SINGLE AND DOUBLE HIND STYLE WINDOWS WHEN INSTALLATION IS REQL11RED TO K PERFORMED FROM TILE RAGE OF sTNJCIURE. 13. STORM PANEL 0WALLATON SMALL COMPLY WITH SPECS INDICATED IN THIS PLUS ANCND 2WIOMN0 4. SERER 2000 INSTALLATION S APPLICABLE TO SINGLE AND DOUBLE HAND AND HORIZONTAL SUOERS STYLE WwOOWS WHEN REONATIONS PROVIDED ER THE JIIRISON.TON WHERE PERMIT IS APPLIED TO. NSMLLATION 4 NO"" 70 K PERFORMED FROM THE INSIDE o► STRUCTURE 14. AWN WINDOWS AND DOO6, INC. E - 2 HAND STOW PANEL MIEN- S PBOR MWO S. ALL A JMWAIY OIRUSIONS To K 6063-TE 41M AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (0) THIS PIOOICT EVAUn70N DOCUMENT (PPED.) PREPARED ENGINEER THIS ENER IS GENERIC 40 DOES NOT PROVIDE INFORMATION FOR A SITE !PICNIC PROAM, L . WHERE THE SITE CONDITIONS DEVIATE FROM 111E ►LD. 6. ALL ALUMINUM SHEET METAL USED AT CLOSMS, SHALL IWAE 3105-H,4 ALDY. (W) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION. P RCWM AND INSTALLATION WLUDWQ LIE SAFETY OF 7. ALL SIEEI SHEET METAL PANELS SWAN. HWE STRIXIURAL OUAUTY STEEL. ASTM A-6W GRADE 80 WIN., GALVANIZED STEEL THIS PRODCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES LOT DEBATE FROM THE NkNW04 MATED ON OESONMTON W/Fy- 56.5 W (AFTER ROLLED). THIS COWMEN. CONSTRUCTION SAFETY AT SITE S THE CONTRACIOE'S RESPOSISLITY. & ALL SCREWS 70 K STAINER STEEL 304 OR 31E AS SERIES OR CORROSION RES6TANt COATED CARBON STEEL 4 PER DIN (0) THIS PRODUCT [YAAATION DOCUMENT WILL K OONWERED NW1LD F MODIFIED. 50016 W/ 60 VI YIELD STRENGTH AND EO M.i TENSES STRENGTH « SMALL COMPLY W/ flOI10A IR ADINO CODE SECTION 2411.3.3.4E (d) SITE SPLCMTC MIRCECI'S SHILL. K PREPARED BY A FlOR011 KGSILIIED ENGINEER OR ARCHITECT WINCH WILL 6. BGLTS TO K ASHY A-307 GALVANIZED STEEL. OR AIM 304 SERIES STAMM STEEL, WIN 36 NN I NARMM YIELD STRENGTH. BECOME THE EDIMEER Oi RECORD E.OFJ FOR THE PROJECT AND WHO WILL K RESPOISSLE FOR THE PROPER USE OF THE P.L.O. ENGREER 0► ACiNG b A DELEGATED ENGINEER TO THE PLO. ENOwM, STALL 10. ANCHORS 70 WALL SNAL K AS FOLLOWS: SLOU TO THIS UTTER THE SRI SUM DPWWM FOR REVIEW. (q KIL,(.) THIS PLED. SHALL K#A THE DATE AND CRIMINAL AL SEAL AND MMTLMR OF THE PROFESSIONAL 04MO OF - 1/00 TMCON ANCHORS AS MANUFACTURED K I.T.W. IULOEX, INC. C. (Mr0.3162 µ.A) RECORD THAT PREPARED R. - 1/4' d % 7/I' CALx-M AIKIIOII& AS MANUFACTURED MYOUIALT INC. (MN. rc.3000 P...L) - 114-10 ►AIEINATE IELIPLE D « PAIEUIATf PLUS AIKRHORS, AS YANUFACTIMED BY ELCO CONSTRUCTION PI1000CR. lS STORY PANEL W AKWACTUEWS LAM SN LL K LOCATED ON A READILY VOU LOCATION AT STORY PANEL IN (f 0.33BO ACCORDANCE WIT" KC10N 1700.9.3 OF FLORIDA BULOM CODE. ONE IA M SMALL K PO. ACED FOR EVERY CKW p..i.) U N ELNO TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. A.WARM pBEDEON NT OF TAPCANCHORS INTO TOURED CONCRETE SMALL K 1 3/4• APO 2' FOR PAl1ELL1A1[ "MALE O « PANELNATE PLUS. AS) MWUNM EWEOMENT ai 1/1.0 x 7/6- CAX-IN ANCHORS SMALL K IS7/6. INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATEANL SMALL K PERMITTED. 1/4' 0-20 SS SIDEWALK SOUS USED SINALL K LONG ENOUOI(SHOULD ANY FINISH MATERIAL COST) TO ENGAGE 3/4' INTO AICNOlM A3) IN CAW TWAT PRECAT STONE. PRECAST CONCRETE PANELS. OR PAYERS BE FOUND ON THE ODSTMG WALL ORPIOOR. ANCHORS SMALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE KIND SUCH PANEL& ANCHORAGE SMALLK AS MENTNED MN A,) AD N A,i).,CK r A:i 'TILE - 1/4' P TA'tCON ANCHORS AS YNWFACTWED BY LT.W. BUILDEX. INC. FLORIDA 91NlDINO CODE NulYbanW - 1/4• • x I/B- CALK -IN ANCHORS, AS WMIFACTURM BY DEWMLT INC. (F -1500 P63.) 2,.IOW ��'••-` aTDA4 .Ie ZD SAGE OALVANQED $TEFL $TORN ►HIKE fill,-10 "ANEMIA-[ FEMALE 0 AND PAHELWTE PUS ANCIOMf. AS AIANUFALTIIRFD BY ELCO CONSTRUCTION .• AA 3Ai PRDotJcra (f -2071 PJ.0 .... ------ ------ ---- ---- - CALL INSTALLATION DETAILS FDR SERIES 2000 AND 1000 E-Z HMG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK PWAO LMNME DWWI W�AxIWWI 4 a.All, .z�.a•WWII - (•.' WT'i�f-im-i SLIM:.,• .P1 'iMl.•.. HL•.. N N CIOL _ cu N 2 -a O N a. Cu 0 .� 0 - U) (u 0 O O CD 0 L .N -v CD 0 •� i,v42- /� �•�.. F- ._ cn Q N O N N 44 C O Q, > LAA o a� o m K o- m c ad o c6 N � •=3 E "� c co w Q i i IS m aM 40 GOC O A i+ y Qa c � t0 p o. v `o cu O U cu O 1..1.E co W 1.1..1 Q Z z Q .J a SHEET N0. SH 1.2 7AYWIW (11QP�� m 0.AM CGNOIIION [[Cil0A1S� +MA. _M3 70. O1 In$ 3 e/is' eOUFD • 1•. 3'. 3'. 17, 3TW • ]tT +90.0. -7sa 70• Oft LESS : 7/4• saRO • .• • ITF ABwnASP F11lIY BDiml� or PANELL " „IIWNVI wl w,uanF a 4wa ,a rNu IAw¢In MAXIMUM RADOM WOOM6 FOR L 0. 1 ,/rAS •• AFPIICME m A, ucmw A• ym MYTPORM K iHID1 WmWN PANEL ERgIN 1' (") P"D• al.111.0011, - CALK RINELAT[ F9WL D IWE1/416[ PURR m NTt10K1[ CoMmaw 10 C0IIOER m Gwolrl[ m DOIN020[ 86.0. _7" 12• N/A 12*N/A 12• N/A 12' N/A V IS 2• (TOP) 70 OR HISS I • ]• • 10' ]' S' 4' S• 4' 1'(BOTTOM)+ 12' 3• IY 1. e' Ir a' 1 BOTTOM) N/A N/A N/A N/A N/A N/A 12 1/2" I,' 2' (WTTOM) 7• N/A 6 1/2' N/A 4 1/2" N/A 4 1/2' N/A r (TOP) /2' N/A 12' NJA 9 1/2• N/A 9 1/2- N/A ]' (BORON) 12- N/A lY N/A 12• N/A 12' N/A 4' (TOP) /Y 6' lY 9 1/1, 12• 1 it- 12' It- 4' (BOTTOM) e I"= To St0 W. A.S.O. DESIGN PRESSURE MTNG. 6KE INM S6 FOR AI$CHM TYPE At SPACING FOR NNAMATIOO INTO 6000 NIMI[ 9lLSIq. AD #M AN E'ON OEF " AK I101G1E0 ON TIK MIWKN AMt3 R CA Um " M PVW M 10OMO OBM ON fGEOUE N tHD FaLIOMD FAnaMt POI IN UL43 I011 C.P. U16 TIMN NOC/Om ON IN INIEE REND[ AIOMM 9FI N t1s6 gS1WXIw m K POMGXI; 1MUCS0 fM11OMXI aNTMWO M eN FAC1011 NO K LW THAW M1MAN MACH. M== FOR EACH AIO1011 T1P[ AT AOOC"M LEBDD. /IIGM tnlK 114.. 1/41 1 1/4'. 1/4•0 WF6K FM OAH•1 W. HOAR W WAM SO 3 3 3 1 In 1 �� nMMIY Y •q s , , 3 3 3 1/1 3 i 4 AR m IeaM / 1 .31 - - p HAS Im 43 3 ZorIm Im 1 + REO6K4 MP.. owmm KTWDEFI BOTTOM Or PANEL I AD®roBE f/Y • 1 I ++ ACQUIRES wa.. OW NDE BETWEEN BOTTOM of ►NEE AND ® TO BE: 3/10' 3/14• MP.. COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1 ) (TOTAL WORO--- --------•1 l,D .SOD' -,'� - ^'Y' / ��.'J00• )00. Oe • 2 1 f0" I DtAY K ftMPKW .280 aft()IEIM D WMm e © h r. 3.3ia• i 1 at,. - ,i•y11� , 6 [DOE WildA03 WTI. I . DM' tN�+. ,A)e• S' r BASS BOX. 2. =-ORAL A STORM PANEL •� _ _ _ _ _ . _ _ _ _ _ _ _ _ _J --I L_'L •__ _ LOGO }- ♦�� t.5o0'--ail t.SO S O EVIL K /ETNLO ALM19 1.]50 6ETAL A nROM LEFT TO NIGHT a 00 A Ii SIDE OF PANEL (1)"H" HEADER 3O "F" TRACK O4 ANME WITH STUD MAr11T dD LIP .. in" I F • OF RNR OK STEEL 133• _ 0.2W 4•Y 110.22150•F Nvw °.,1, a W ENDS Of PIANE S O r _ �. L A o. .=' • '� - V ..._OR i I END UP W/ HEMMED EDGE. J TIP. norm AiTNt I Her p097• i SO KEY HOLE MiASHER ' Pat or one 3.7p0• ! YP.)'N- tl• 310s-H134 ALUM. ALLOY © KEY HOLE AT PANEL -;.�•' jI 2.,i4• Lair - --' •ALE lIQT 6 IN ADDITIONAL ___( I .Oe1• III%y716.0�'s�-yam,I,� INTATO G r SEEK LOOM e 1 I•. :.aor- - 9 W/��r'y` Jff LlYJa F- .125• L 3 : w ,WILD FOR e4tALAttoIW 9n0 I- II II O a1Me I - (T1F.) WIOO sIRLICRAES --------- ..------ 2.000 .NIaM•, a.,xr. J w 4 t.DeGY {- �P.) lam- .xq• _ � O7 REV. "H' HEADER O ou" HEADER -J _ �- } mp• MIN, TO V i 1 ..• © 11 TRACK p� tlEl�llAtliII------..,••eD•.-3e1 6°97-F9 "LL°F P A: T� O © iER .374• WIDE) (1 1�W a _.... oil f ,1 - e• i' (--0• ,4mL- ( PANEL .275• _ 3L '•vCENj�'.'•.;� (USE SYY97YFORLM) 4061ZT61AUJM�ALLOY I IA7l• 2. •(-E + --- * t ,.,2s• Air•Dee•? No.4416T FLORIDA BUILDING CODE Non Man VelocityHu one Zone 1 1.20t 12r 3L t ®MIN. ()f STATE OF a0/°M,NL7ma FNc 24 BADE GAWAMW STEEL STORY PANEL GW'Im --L---- qQ _ Z00p• -� •) tQ fOCTIDNS- .050 .-..2m' 9� •. f t• , •'• o/17/aMM3 I- NNW MIN. r IL ECOIKe. PROTECTION PRODUCTS. �• WWA .a >w A4 >• w�u M�a •WW. FL A7/4 ,A. OM6 a-,Aw . ti , Lw• a. -An - O,M4)46M-7w. FAw GM)M b4 M7 20-175 SURD -OUT or TRACK © & ® •^+N-•••� LMW■wM. (ZAYIC 3 Alld'/) ►.L MI/WOMTaWJWq[ ,Kta A Y, 6.Kt 2 M 1. EXISTING I CONCRETE NED LE ON 9 THROUGH oIM. i•�I -L' MP.. .. !PANEL UENM (WE SCHEDULE ON SHEET 3) I OF MAX. I�i/r ILS I CONCRETE ANCHORS (ALE SCHEDULE OR - OF WALL OR SIJW SHEETS 9 HIRUM 10) CONDITION) SHEETS • IFIIGIOH 10) __..-{D. _._. SIECTEM 9CAE 3/e-1 E.D. •EDGE DISTANCE FOIE COIIBIiLMM OF SECTIONS: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 e to) COMBINED N ANY WAY TO SUIT ANY INSTALLATION. ? i•; Jim" •ALE CONCRETE on LOCATIONU SCHEDULE ON le 9 THROUGH to) -ALTERNATE LEG Ir OONCM TOpt m REDIIMILD. CONCRETE ANCHM s1YDx 9 TMOUOX� O� "1 41t• Hex WIpt IwM -._Tw•WWPUI IN >!� N -- -} v 1/2' 1 Im MAX. �MM4 'Ufa/• I I v 1` S 1/4' ea MY PANEL LEMM ) R 10 GLAM ( SCHEDULE ON SWEET$ . . '>(A i n > tea: i"� !P M 1/ ".. . 'F ILT 1N[L Y. ' M._c_.! G IBI1M eID1 s-r) PWLOOM / j LBPN POI r.r) -- -(SEE wNwJuE --------- t Ior am SHEEt 3 L_ Mm ISOX • I Li . - LENGTH i or Y' _.__.._ .__ _. _LULL _ WX. L 1 1 -AAUPI IN CONCREITT ANCHORS I (SEE SCHEDULE ON stemrs 9 THROUGH TOY__ --- 2 1/11• LONG MAX. ALUMNA SPACERS ISe t {' O.C. VALIO FOR INCROE G"DRCTi�_, CONCRETE ALL DESIGN PAEEi. LENGTHS SHIM SM 3.OR t' MAX. LONG ALUMINUM SPAERS • 12 ,/Y DC. (KE TABLE It ON S1A6EiS 0 k to.) SdsE ]/Mf INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES Vn tM KNIDMS • r as W/ ,/7• W THREADEDPGW"WrAN TIMAO C [' O CpW m EXwINC .DOD W.M. 2'N' w000 . NUT OR ON Cm WOOD HEADER. 4 CO' i•t l-01D OF rwt' LADS -® sA. FIND OF YE OCTAL 1/24 ! or Elm �1S• AAxn POP 1AKr -� ypWpO, OF EVERY RlW-) �L W//4- 7 S/,r Mn To aAn , .. n To oIASL �,�FaEmAP wm -0 1 I 1 i• >7 13 ` - \ 1 4ti PMMEIAT[MTR[ITIMM PLUS NOTE A snD,P) 7 Is,THAN• 1tI 2 Ilr L \ ! 6CIL1K • Ir aG. w/ I...y., (S)ATE d14UA0 TNoI MRRIKARED PAKLWR PLUG W Y0A PlFE1M11DH1 • ,2 • OR ON D0J-10 Pa UYN' WALL.AdoupmM D01R ����2VV Ottil m SCALE t/4•.I' �����I)N SCALE 1/4--,- 1 JIM 1, NSTAIATIONS ARE OAT VALID FDA NMONGL WIN A.S.D. ONION LOADS LIP To +M.O, -7S.3 PIT AND M/1[LY LENGTH UP ro r-10 . 8 2. FOR NEW WOOD FRAME C01/6'MWlC1ION: WOOD MPAS M m K SOUTHERN SI Poe We. 27.. W/ SPECIFIC OEN91Y O 0.55 OR 1EQTUUAL. m VEWDE SEE (D WELL AS "A21XD A�°°'16"'A= ONlow SOR3� OMa 01 3T AF01.1F0 °E' ����� TW a NoTm MOUHMM CAM K comwD N ANR A���P w,w ro ANY N[IAU,ION. SAT fOWL 1/4• - 1' NOR : SHUTttw TRIMS MDT SHOW FOR CLAw7Y MAXIMUM PANEL LENGTH L+' OR 'L-' (11.) 0 MAXIMUM ALD. RE FACIE R47M (P.aI.) 0 or CONCRETE a WOOD TOW 1 NPAUy 200 rr-o• W-o• Sao to' -a' of -a' Jao r1'-e• J&D to•-ra• so' -a* 4" 10'-1• 9'-1' 45.0 9•-9- r-►• Sao 9'-7• 1'-4' Sao r-7• e1-0• Sao o-.F• r-r 011.0 e'-o' r-4' Rao Tao r-S, r-to* eao r-r r-r aEa 7•-0• r-0• Rao e•-r r-r SAO r-a' r-r raoo e•-s• a•-rr roao 9•-3• r-9' WILD a•-r ICAO - R'-e• rrLs s•-a• E D O'C. SOIF.IMS • S• QC. W/ . TIXIFAKp AElAE1RAi10M ,Iwt- LM.L 6 FJL 0D OF 11) W METAL 1/24 1-[3T•/ '��IT�.' 1 - gg R� ' NOTE A KLOW) '. LAD 6C.[WS • or O.C. W/ A,' IMn. 119wAK0 PDWiR11pN MAN. 21.4• 0000 PRAT[ IIr kW" FLAT L3r' uC- •6'� '•: S No. 4 "M "Ulm NC. STA OF SwAiw'•_ LO 1/va-.-Co' LARD WREN naEMR csl _ m _ 1] ! n OR EXREcr MEUYreD kE EAeM EFmo D.M..O, 0•. MAXIMUM PANEL LENGTH 'L+' OR 'L-' (ft.) 0 MAXIMUM AS.C. PFAMSM M (PAT.) (+ w -) wo00 CONCRETE AtOEM INSTALLATIONS INSTALLATIONS♦ ALLATIONS 1 1.4, Sae 14•-4• 0J1-0' ASO 41-10• lr•-r Ja0 rt•-r 10'-r Tao ro'-ro• 91-11 IOTA 9•-9• ra• 410 6•-f• S.-'- Sao - a'-2' 8'-J• - SAO e•-J• Y-1•_ BAD e•-0• r-s• mo r-6• e'-rr• no 7 r r-s- I0.0 r-o• 91-5• Sao 1-0• S'_r SOOT 5•-5• r-r Sao r-r 51-rr Paso s•a• s•-r IOso 9•-r r-4• I Las M9IBRIM K►NOLTON ro OU9L SCHEDULE MAxl6IM PANEL LFJNOM 0.) wm SPEED 6 170 ..Oh WIND SPEED > 170 _Ph UOESTM91m RESTWBED UNR[81iumto I R6IMMED 30 OR LESS I. 1' 6 1/4- 2.33 TO so I. I. 7 l/r 7 1/2• >90 TO 145 ,' 1" 7 1/2• 7 1/2- >145 m ,. I. _ , 1/2' MNlNJUU PANEL LFMaTH 11ml FOR A OWN MOLNIMNO CONDITION TpP , BOTTOM OIECF MOUNT ,1 HEADER 'yy' Y. IIF. STUD ANCU S TICK A1ISIRAM T il4O _6f�I0[ cLa6n0.•.1s - DIRECT LMOIMNf 46• ]2• 32' J6' 66' Sr 4 ISNI-V STYD AmE: 1. 3r 32• 32' 4Y 3e' 3r 6 T' TRACK 50• 1. 1. 42' SY So• p' 1 SO• 3r St. 3r So" 5r 6r * t/4•P lA0 SCREWS . 6' OD. W// 1 1/2• MIT TIMWADW POEIIMIIW 10 [xw m WOOD 19AM. CPIA. W/47W%S xs Ric 0111111111. 1/24 ! C.M. ' 0. r O.A /4••-2aJ/r/ 7/b•113/32' WN0 HINT II c. 1/4"4 LAD SOO KeWO6�6n IF O C. W h EZ 2 RECLOKO •_ 1Ma�ROD1 or AT[ av06a m GE Bul eLTERsTM 4 IN SCALE 1/4--1- FLORIDA BUILDING CODE (Wall Veloet Nu one Iona 20 CAGE GALVANIZED STEEL STORM PANELrp alN W. n/,M/KA GLOINAL PROTECTION PRODUCTS, U.C.mm -M aW. 61 saw le PHO1W: (wRr-TTHa. m: tN4oeo m? 20-176 3241 1,AA.4M0 IN. Fmm WNXII w N r 2/4 1 /4. 3/4. 4/5, 5/3 t 6/5 1 W/6. 2W/6, 3W III4W/7 r MAX ANCI$HS (SIDE 10 611) ON 0 0 UIBOLTtD PANELS BOLTED PANELS w/ ]/4e 2d1' SECTIONS EL (EE APPLICABLE) AS /� (SEE SECTON6 AS [A�FB+LM,NLE) e o --A _._1 III-------� r MAX K 2/4 1/4, 3/4. 4/5, 5/5 ! 6/5' '"1i• 1 W/e. 2W/0, 3W/7 t LLE 4W/7 (SEE $CHOON SHEIFS 9. 10 e11).. .. - ......__.J REGULAR STORM PANEL C EELEVATION 2.ee7' N.Y.S.1/1-�Yer. ON Oft 0W 8M .1 WERE wµm SECTION A -A N.T.S. WAN A POSITIVE ALA OESDN LORD. DETENXIE MAXIMUM FARM LHIPN Y+' FROM 9LYIfDtAE NEW A HNQUATI E ASD. DESIGN IDIOT, KnVAOX WXWM POW LEDM'L • FROM S CHIDU L 11101. MM IM AL{OW ME PWEL LOAM XI EQUALTOI THE (NK KIEMM PAQI, LOGIN NETWKA 'L*'AID t •. (3) SEE SC EOULIE N[I0W FOR MA, PANEL LENGTH NOR POROSITY QUALIFICATION. I T WIFIALATON S INTO WOOD ARE LIFTED TO 4 BE Fa[ MAIL AL0. DESIGN PRESUME RAIM , 44167 4emP nmca 1 t 24 UK GALVAMW STEEL STORM PANEL y G TE OF I L E C O 1 «6.GLOWL PRorECTeION PROOUC134 LlC PWE RIDE' _�L,B--9p +06aIMf,`III 1313110 •••1:- / lu R, •�Wl aIr w.., -, '.1..t�f /,-14N RNW�4m)• ?Nk FAA 0wNw-D9'F 20-175 4" V •.wL NRA"e KF Mo 3 O t9 nLWT it'. [10M120A 'L INSTALLATION DETAILS FOR REGULAR PANELQ 1 INTO WOOD STRUCTURES_ - WOOD ANCHORS TO CLAM. ___ 1 �•"� _. ! �..!'C'- SCHEDULE 1/4•.-1"� .^'( 11SCH,'aDRAE oN,_. t_ 3 , 41-�,d0 cola(s0! , -X --� A . ON SHEET 3) , I s •` • [ 1p• NLC F_ _,..._ 1 6fR FMa FL 0 IUW MOIL w r '� L2I••101N1 1� / WOOD HEN?0 WOOD ANCHORS SC(M SCHEDULE ,•. ; ( EASE o.-._..,-.-.,_. -rccr.., -. -t I]LFOR REWIRED 1� I HEDULE ON - ") - 1- ,/{• &HELM 1 0, ; RACER OF I LENQIH - 1 �MAX. ,------------ \�� `\ 2• ( REWIelEO CO, - ----- 1 j \ - MWL 1 i , I ERN_._ MA[. LONG ALUMINUM SPACERS 112 1/2• „ 1 1 D.C. CKEttLJJJ��� i 1 1 I SE NOTE T«�K1,bW FOR LIMITAON vim TIONS FOR 1 ; t- MAX.; ; 1 MAX _ , ,/r LONG Sam PANEL L041H , I r �-E , SGWDILE 1 SEE SCHEDULE ( f KE SCHEDULE t I ( ON SIICR ]) 1 (ON SHM 3) 1 _.. -____ t _..1. ON SHEET 3) ., 1 I •.. --PAUSE SM fEIALE 0 OR PAINEL MATE PLUS(5[E SG1mta ON pw (I) .-...-,� .. .. ..., A QWe,I [ IBwiUala�r) m OLAtS i I P ATE -�I -- 1 RIEDUIRED W� ra/tss E3) -( Dif SHE DIf m MOUNT aJ SPACER ; ALTERNATIVE 2WM .. -• I SamL Ell V A' 12 1/2, O.C. SEE TABLE /t ON SHEET tl FOR MAX. PANEL LODTNS k ---- �., 1 ; MAx. .D DESIGNL01D5 FOR UKINSTALlATYON. OF - EO I MAX. .. r , •'-: -_' 4. , 1' a 12 1/2' O.C. r- WOOD ANGI0115 * Rom st"GIIRE0 W/ sm •. (SQ 9CIN[WtE ON .Rim M WIN K I I/r LAID F. 1 1 SIEFT 11) (1)somum a LeRm To A ONE 61011Y 9VIIMIK in" w-r \ .* DoI_I J *�' I A"p O�FiOI WW &Sam IMo ►LATE ROW"I [0 ti , ' II WOpp ANGgIf9 �I I �i MF ONILNYK"Kfa aw� WOOD -"iE aa�w> �m !1. �....4� .. 1 UAW` O MO rANCOLVIIIIOR$A WR 19WtD OII Ff0U1RED wI IWi/t ai ��ppgqyaMw�01aWEaRG.(f (R(��1w�L WR swL K rrm 1� a s 1H• oc, SHEET 11) 001am ` - p � Note n IJr Olt WON &AM= ON h> Rmio s .awxmw Am t-K W. W) WA N OK MID. LOGIN N was, to A ANY OPINIONS ANN LANKA MC LDWM A1AM ON (1) IIMI.[[N tRO1Y M14 LBgM • auwaa n• W" moumnm(n fWIIM tIBiAMLNOIM ■ OMY (H t //r LOIXI ■YIODI a1fOO1T /A WALL K [BRAID M A alto AM D 'DID Wea nMWW wu. VALE 3/e-t• D M wD mNYOi SAW i N � KMII Y [C SCALE 3/N-1• (4) IWWAL M W4A OLY FOR MD 1�0MWSIam AID M EON cm DIMXINO a M NL910V teN-0. 2 A 3 PO MU [ Ak VCEN FLOM BURANG CODE Non High Velocity NMIYbono Zane NOTE FOR COMBINATION OF SEC MM: 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.0. :/ No. 44167 •: PON TXRM M1i Z< BADE GALVANIZED STEEL STORY PANEL F�' DES" PRESSURE RATING (p.s.f) AND PANEL LENGTHS * TOP t BOTTOM MOU ITMOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR •Q STATE - T L PROTECTION PRODLICi3, lLC. a/2N.WI/Jsi COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) E C O y' n „L INSTALLATION. O .'I. RID 4Mm Lt III mw 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD U4w hAl W► K w NiW w aws. TL 333. 20-175 MEMBERS TO BE SOUINEML PALE No 2. W/ SPECIFIC 1S% ••••••••N w" : �05-7m' M OW)MO-SM .+il'PMM•.w wlwD Iw. LR-o5[nM1". leopoe I We DENSITY OF 0.55 OR EQUAL 1Uf Y„ P WADI 4 A le WORT, .mow• RI• W7WIl.w Lw eVWW r 9� IiHll f�i 61i11� (C) i(1_F1119TN0 6000 11M1. SKQIF= DWM6TY_ C . e.�6 1. STOW PANEL SHOWN ON THIS PROOUCI [VALW110N DOCUMENT (PLO.) HAS KEN YERIIED FOR COMPLIANCE N ACCORDANCE - I/-9 TMCOK ANCHORS. As MANUFACTURED wY I.T.W. !U[pEX. NC WIN THE 2020 (7IN EDITION) Of THE FLORIDA KNUON0 CODE. THIS STORM PANEL SHALL NOT K INSTALLED AT HIGH - /14-10 PANELANTE FPMYE IO AND PAIELAIATE PUS M0400M AS MANUFAM11MO BY ELCO CONSTRUCTION PRODUCTS. VELOCITY NLOMCOM ZONES (MAN-DRDE / 6ROWARD COUNTIES). - 1/4.0 LAG SCRIE PER N.O.S. DESIGN WIND LOADS SHALL SE OrfL"IED AS PER SECTION 1809 OF THE ABOVE MENTIONED CODE, FOR A W= WIND - 7/16.4 . 5/8' WOOD eU&w6. AS DISH65UMD BY ALL POINT SCREW. BOLT • SPECIALTY Ca SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WALL K INSTALLED AND FOR A ORCCIIONYRY FACTOR KO.0.S& USING G ASCII 7-le AND SHALL NO EXCEED THE MAXW W (ASD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C.1) MON" TM[AKD P6 KMIION INTO WOOD OF TAPCON ANCHORS SHALL K 1 1/2- AND 2- FOR ELCO PAWLMMTE PLUS 3. 0 T14RU 12 AT 17, It AND ►ANELM4f FEMALE 0. IN ORDER TO VEINY THE ABOVE CONDITION, ULTIMATE DESIGN MIND LOAN K7DW M PER ASCE 7-16 &ALL K FIRST REDUCED TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING IMID4 BY 0.6 IN ORDER ToCOIPAIE DIM W/ MAx. (A5.D.) C.2) Mx6MN THREADED PEWlRATIOAI Or LAC SCREW. INTO THE WOOD FRAME UNIT SHALL K 1 1/2'. NO THREADED DESPRESSURE RATINGS INDICATED ON SHEETS A 9 14111161 12 t 17. 18. DESIGN PENETRATION INTO STUCCO SHALL K CON&W O AS PART OF THE REWIRED TNRGOED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON TADS RLD. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR YARD LOADS WAS EOZ USED IN THEN ANALYSIS. FASTENERS SPACING To WOOD HAS BEEN DEr[RMNED IN C.3) M"MUM EDGE DISTANCE OF LAG SCRONS. INTO WD00 SHALL BE AS INDICATED IN THIS DMweD ACCORDANCE WITH HAS 2016. STORK PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS KEN YERIFIFD IN ACCORDANCE WITH SECTION 1606.1.2 OF CA) MINIMUM PENETRATION OF W000 SU&SID 94ALL K 3/3•, 1/4' 0-20 SCREWS USED SHALL K 1 1/2- LONG MINIMUMTIN[' ABOVE MENTIONED COOS A3 PER AIENCAN TEST HAS o< SOUTH F1CRtDA REPORTS �OBts.ot-01 AND /0219.02-09, AS SHOULD STUCCO ELGT. AND I' MRS" FOR WALLS WITH No $Tt1CC0. PCR SSTO 12-99 k AWN E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT /t123.01-10 AS PUTC.S) TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 OF THE NO CASE THAT PMKCAST STONE. OR PNECATt CONCRETE PANELS, 5711COO OR M000 HOARDS K FOUND ON THE DRUM FLOM" eULDNG CODE. WALL. JPDHOR, SHALL K LONG ENOUGH ro REACH THE MAN STRUCTURE K7R4D SUCH PANELS. WALL. AN0 G SHALL K AS MENTIONED CO C.2) • C.{) 2. ALL ALUMINUM CxiRUE1DTIS TO K 60t3-T6 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS &TALL K INSTALLED FOLLOWING ALL OF THE R[COMMD"T*'a AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 3. ALL ALUMINUM SHIEST METAL USED AT CLOSURES 9NAU, HAVE 3106-H14 ALLOY. & PANELS MAY ALSO K INSTALLED HOOMOWALLY FOLLOWING INPALLATON DETAILS SIOWYN ON SECTION I THROUGH 5 (SHEETS 4 4. ALL STEEL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE f0 MINIMUM. C-00 OALVAMZEO iHROVGM 6) EXCEPT THAT IIFA,OCRS®k0 SHALL NOT K USED. STEEL. OES1DIAl10N W/FY. 92.2 A4d (AFTER ROLLED). 9. IT SHALL K THE RESPONSIBILITY OF THE CONTRACTION TO VERIFY THE SOUNDNESS O THE STRUCTURE WHERE SHUTTER IS TO K S. ALL SCREWS TO K STAINLESS STEEL 304 OR 316 NISI SEEES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DINAA TO INSURE PROPER ANCHORAGE. THIS SHUTTER SWILL ONLY K ATTACHEDToCONCRETE, BLOCK OR wood FRAME 5001E W/ 50 W YIELD 4TRENCM AND 90 10 TENSILE STREmigm AND 94" COMPLY W/ FLORIDA BUIOID CODE SECTION 241 t.3.3.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90•. AS PER KCIOHS 1. 2. 4. S. 6 AND ALTMMTNES 1W. 3W k 4W ON SHEETS 4. S. 6 k 7 RESPECTIVELY. SHALL PAVE A LEGIRE AND RE401LY VSW MARKING INSTRUCTING OWNER OR TEMPI TO 6. BOLTS i0 K AStM A-307 OALVANUIED STEEL. OR ARM 304 SEINES STAINLESS STEEL WITH 36 Rai Mob" YIELD STRENGTH. SECURE PANELS WTH APPLICABLE REINFORCEMENT DURING PERIM OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS 11. THE INSTALLATION CONTRACTOR IS TO SEAL/C AXX ALL SHUTTER COMPONENT EDGES W421 REMAIN IN CONMNUOUS CDNIACT MTH THE BUILDING TO PRLVENI WMIRAN NIRUSNOU. - 1/4-0 TAPCON ANCI10118 N MANUFACTURED BY I.T.W. suLDEx, INC. (ADM. Cc-3192 P•aLJ 12 STOM PANEL NIStAlAf10N 9-ALL COMPLY WITH SPECS INDICATED IN THUS DRAWNO PLUS ANY BUILDING AND ZONING REGULATIONS - t/4• • x 7/a• CALK-N ANCHORS. A5 MANUFACTURED BY DEWALT NC. PROVIDED BY THE JtR15GCION WHERE PERMIT IS APPLIED To. - 1/4'4 . 3/4' SOLO-YY ANCHORS, AS DISTRIBUTED BY ALL PORK SCREW. BOLT A SPECALTY CO. (1In. rc.3000 P.4•L) 13. (a) THIS PRODUCT LYAIJAIM DOCUMENT (P.E.D.) PREPARED BY THIS ENGIEEH 16 GOENC AND DOES NOT PROVIDE INFORMATION - /14-10 PANELATE FEMALE 0 k PANELM4TE: PLUS ANGIORS. AS MANUFACTURED BY ELCO CONSTRICTION PRODUCTS. FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4•0 UMNC MAKIN ANC/TORS, AS MA4UfACTUREO BY DENALI, INC. (.) CONTRACTOR TO K NWO OOLE FOR THE SELECTION. PURCHASE AND INSTALLATION 9DLUOMC LIFE SUETY Or THIS PRODUCT AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2' FOR ELCO PAIFLIATE AND BASED ON THIS P.E.D. PROMOTED HE/SHE DOES NOT DEVIATE FROM 11E COAKTIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTION'S RESPONSIBILITY. 1 3/4• FOR ZAMAC AMAIN ANCHORS, WTHUS PRODUCT EVALUATION DOCUMENT WILL K CONSIDEREDNVAD W MODIFIED. A2) CALK -IN IS SLID -SR ANCHORS SMALL K EMBEDDED 7/a• ALTO THE POURED CONCRETE. NO EMKDMEM INTO STUCCO SHALL BE PERMITTED. 1/.• •-tO SCREWS USED SHALL BE 1 t/2NNMl1M ' LONG MOf STUCCO EXIT. (a) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINE" OR ARCHITECT MACH WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY K HEADED SCREWS OR ALL THREADED SCREWS W/0 HEAD, SIMONSEN OF RECORD (COA.) FOR THE ► ONCT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WIND NHS. PROPER USE OF THE PLO. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER 10 THE I.E.D. ENGINEER, SWILL SUBMIT TO INS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) N CASE THAT PRECAST SCONE. PRECAST CONCRETE PANELS, PAVERS. STlOCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SNALL K LONG ENOUGH TO REACH THE MAN STRUCTURE KHOO SUCH PANELS. (a) HIS P E.O. SNAL BEM THE DATE AND OM004AL SEAL AND &GHATURE OF THE PROFESSIONAL ANCHORAGE SMALL K AS MENTIONED IN Ai) AND IN A2). EHGNFjl1 OF RECORD THAT PREPARED IT. (8) - INR 14. STER MAR AMKR'S LAKL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - t 4• • TAPCON ANCHORS AS MA NIRACtU ED BY I. T. W. PAM. INC. PANEL SHPJREM N AOCOROVCE ON SECTION 1709.9.2 Or FLORIDA SUIUMIG COOE. ONE LABEL SMALL K PLACED FOR EVEN OPENING. IAMM TO COMPLY Wren SECTION 1709.9.3 OF THE - 1/4• • . 7/8• CALx-N ANGERS. AS W)AWACTURED BY OETYALT. INC. FLORIDA e,RONG CODE IST - 1/4•0 X 3/4" SOLID -SET ANCHORS. AS OWIBUTM BY ALL POINT SCREW. BOLT k SPECIALTY CO. - n{_ 10 PANELMATE FEMALE ID AND PNELAATL PLUS ANCHORS, AS MANBACTIRED BY ELCO CONSTRUCTION NNN - 1/4. 4 2AWC NAAR ANCHORS. AS MANUFACTURED BY DENALI. INC f,A. T/ •�,CEN 8.1) MINIMUM EMBEDMENT OF TA•C0N ANCHORS, ELCO PANELMAtES AND ZAMAC NMJN ANCHOR. INTO THE ':'�� FLORIDAFBUILDING 000E Non h VelocityMuM9one Zone LOCK UNIT SHALL BE 1 1/4'. ESN • ro THE CONCRETE BLOCK UNIT. NO •• ,44 HORS CHORS POLL K EMBEDDED 7/eN% 8.2) CALKAN k 50L0 ANC 7 { 'ILA' "M 24 OAQ( BALVANQED STEEL ST0181 PANEL MAIN N, STUCCO SHALL K PERMITTED. 1/4- 0-20 SCREMS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD OUST. * AND 1' M.RNIM FOR TIM S WITH ND STUCCO. :, sTATE -' PILOT aft PROOJ M U.C. 8.3) N CASE THAT PKCAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD SOA D6 K FlORI ••'U [XIStING WILL, ANCHORS 9IIAl1 K LONG ENOUGH ro RULM THE MAIN sTRULTtMRE KHINO SI1C11 P e�.'w 0 IL E C O LKe 4W. L. SI wpa• I"N' s. wu TAR 20-175 �' "��nt. N ANCHORAGE SNAIL BE A5 MENTIONED IN B,) NO 0 t2). SJONAL MIN"" tMgAw-iNW. prpPWM-Pn . . w4. WwPW R` NIINNN IL fAL/KwsIA[/MR G-� 4PIL ♦ TWf A, Pt I • WOOF I IF Is fill "A;7_11114 i WA 1 1 I i 1 w•EG (• __.-(SES spw4itok _..- j �_.. ma GO MwI MNw 7!U SEPARATION ^y1Yp� m m. 1 - I WE Ma NC. f.1 [X -•11 SGED,ILE 1 -t _ 1 ON .. �96W1PIR Oµ4S ON SLEET SILL PANEL Lmm (E CHE j HILL i' YAs. 1 I SHEET 3) I j PANEL LENGTH CONCRETE ANCIOLS _ .._.. _. -.. �. _ i ._ t _ . - �! L__._ (HIE S� (SEE SCHEDULE9THON i I ON SKfl 3) 3) SIE1T5 9 THROUGH , . I 'L' S E%LSIgj9,9 I 1 1 Of GLASS I 1 i (- 4'P-ION'• , OF tax %T, CONCRETE RCONCRETE RROG11 �_. I 1 I L__ +•ILO-f-f0-' TW�eIW31M1WWp REOARED. I .. -...- --• 1• Ain. L 6 I2 1/r IRO , ALTERNATE COIGIEl -11 L_ ( (NG POLMRD CONCRETE ANCHORS OA CBNCREIE eLaoM REOUWI (SAL scia"I ON SHEETS 9 THROUGH 10) WALK E.D. -EDGE DISTANCEATE FOR COYBW&M ULOF sECFIDIs: (SEE SCHEDULE ON TOP A BOTTOM MOUNTWM CAN BE SHEETS 9 k 10) COMBINED IN ANY WAY M SUIT ANY INSTALLATION. p fPAODERm w/ 9"JT) . (SHE SCHEDULE ON "Em 9 THROUGH 10) WALE 3/0-1- Ag1AWA,M1. J ,/ i �100D ANCHORS ALIENATE TOED AN SCHEDULE ON GLEE BGNI♦DUULE ON sNEET 11) SHEET 11) Wx. WOOD HFADI GUESS REO11W I W000 ANCHORS SEE SCHEDULE (&SET 1 MI,,1 11 11 I ON SNQT ]) I Iti N._ f0.1' 1 YP R� w _ L 1LOOM OVER sFee '" ) I1• It1A,T. _....- ---- PANEL LENGTH ON SHEET 3) I o0XI or Lei ✓ O 12 1/2" O.C. LUtLOW[D-i- � II 'X6' WOOD N REpUREp 2'N' w000 REO,SKO WOOD ANCHORS (SE SCHEDULE ON - 3/4' _.-. __... SHEET IT) - _..-...�_.. .---2' Min-_ "M AM Off MMQUNTING ALTIERNATIM SW SCALE 3/1-I' -_......... N= FOR MNATON Of SECTIONS; 1, 061ALlA1ION ARE ONLY VALID FOR MAX. A.S.D. TOP B BOTTOM MOUNTNGS CAN BE DESIGN) PRESSURE RATING (p.�s.0 AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHTLT 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUC"; WOOD MEMBERS TO K SOU(NERN PNE No 2. W/ SPECM DENSITY OF 0.55 OR EOLAL COA1R[IE ANGIORr (SHIM 9 11ROUQH CONCRETE ANCORS _,✓�j� V 1 (SEE sc muLE OM MEETS • TH9ROLDM 10) w/ O ONLY s1,En !OD We U6m L W 1WIEN L--OR BSI AM USED, REOUREO• - Mn. 30- MTOR TO IXAS& ._ (SEE SCHEDULE ON SHEET 3)... T 11 • III•: ri ST'1'T; � i i P, i� x;l. _III 1Mo can � • M 1/1' Oa 1• J PAWL LENGTH (SEEON 91IEE 3) ;• .111 r Iy ,•. .I 1(N C.7`w 1E0 t- M"A' �h1' NOI MWP IWiW EAM�OEYxLL k* IV kv ISL ® I F�000 ANCHORS . HODU E ON 11) . •aR W PANEL LOOM (SINE SCHEDULE MIal ePBI 7� ON SHEET 3) Of N CIO -00 OL Q O 0 C . � Co U -a a- U) 5 CU O \u V/ O W 3 C O LL -0 E Cu �r2 co Q N N N N c - 1 >W -. p i A „Ls O LD f..7 CIA O K N CL. eo 0 b N L N y N No .r � aJ E c y o Q � 1� A N/f G G 40 0 C1. li­ CD Cn ._e ..mow 0 L� Cn C_ a U Cu O LL V a) ■ Cn CIO LLI = Q z Z Q J SHEET NO. IS 1B3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL M SYSTEMS E 1 1 ® OR comeam {LOOK OR 2' A r • Air 3100 N-1err{ 1 1 A� 04 �AIyR,i R'GIi1RUM FRAIL 604,-TO ALM OONL IIW 1 Anal Who 1/41 . 1 3/r -.-) 2 1/2' IAPCON • ta' O.C. 1/r IS. 4.t. \ ' 2 1/2- 'YRp NOD ;MIAMI) [ eLocK ' /� ANCHOR 1 T II Lf_ _,f� rw gmPIMt N 1y M,,q o-', � 7�r t .,/.• OAP TIDPA E tm tea61oI/ • It D.C..1 r . r . Aa' p _ _ OW 31004084 SHM ►OLM GONOICTC, CONORIM -. _. t-..TRMM METAL ALIAL UW NA11 < HOCK OR 2W WOW MIME r A 4' ] ., / 1• t 0--W f 1 (n►) ; - rl R AUM 310 O Il1AY 2 1/2' � _:._ 2• t .. /4 Llf COMA. AWN ARGUE Yn. Ma•. OAP I/... SOLL 4• . A7r `fiat-NI4 6 ,Y O.C. a sou-11 ALLAY R/AM*" CNi M_ Mau CASE A (EIW CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) WALE 1/4*-1• SCALE 1/4'.,• SCALE 1/4'-1' WALE 1/4•.1• - --- - --f' .► 'SDUO-M1Lc0 P ON AUK 1 p�1t1 1{YYi ,sa POMM .O 3�7 Jq OR ' , -10►. °.t,Tp 011 rPMR13W1 BAN ( A �.-- (MN. PA[L00Mp■"re•o 1 t ® aR rr 11000 ; 6oa aF OPWO f ,nM1As aN 1ME11 „� & fRYE RWIRM I K AMLD,6tE / 10 6 11) aoRHq w RmU ■ID 1 �DEr00D�/ -- 1 • © �® ~oia/R iiAT nN■1 w'tYltii TO 1��1p1 1tTu pRVo+ CUr DID PAIL'.) 1 CASE G (PLAN) M•'{a■,MI ti,i u•, •• /%y SCALE 1/4 .1' FOR '4VCEN NN a r as 3A T VALID DIRECT MOUNT NVAL AtION ONLY A ••''. �C • CERTi@D PANEL INSTALLATKIN AT WALLS w/ ND. 44167 SURFACIE LfVM VARIATION WITHIN 3/4- i1 FLOMDA BUILDING; COS IEMI Mah Www" "WU con• Zone) am mum NO. 21 GAGE QALVAMRED STEEL STORM PALL CASE E (PLAN) CASE F (PLAN) 01 �f F � Dow W. CORIO�� er.,r 1/4'.1' SCALE 1/4•.1• �•FSc . w/t+/■t IIN I E C O aNC. PROTECTON PRODUCTS. �• LIYG uN ��,�• .Moi{a,R�M�LmQr dN NIRGwRKc (p.ItM° Ys/p �UMhtT7 20-175 ,+11•.. • •T1= . a1•FO .►w •rwr� PINS. IY[ 15.1 FL WRRwwaNllt a -team "I= A "'AnP- sL MIat1 e r M MAXIMUM A.S.O. OESIGN PRESSURE RATING (pA.M AND CORRESPONOING MMMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANEL (1) INSTALLATIONS ATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 1QINSTALLATiONS AS PER ALTERNATIVES 1W THRLI 4W, ON SHEETS 6 k 7) PIRATING (P•.f.) MAX MA ANCHORS SPACING FOR LO. • AS SHOWN ON M*Els Is a 7 APPLICAKE ALIUNVPM t ANY � OF THU MkVACW LLFrF• H (14) TAPCON LAG SCREW M/IH3NTE R1116L IO MEL► AIM PLUS wm BUIMaNG ,r ,r ,r ,r ,r IV or u' ,r Ir ,r Ir (80TOM) :1 / 6, /r 6n e t - - e 1/4' ,2 1h• �•- r s• — . Lassr e• r s RD,tr ,r tr 133, :33- FW)44 �-W LEST ,3 Ir 13• 1Y ,r Ir Ir Ir 13, ,r Ir or 6' tr (wf1011) 6 1/2- a 1/2• 6 1/2 6 1/Y • 1n• (16►) 6 1/4• 12 1h' 6 I/e ow..) ' m 4 1/2' 4' 1 ,n. 6 112 - (TOP) W-4• 4 ,n 4 +n- 7'1 r - as (NOCOI) 10 In' a 1/2• 1 13• Ir s' (TOP) ,r ,r 1 13• ,r • SEE TABLE /1 FOR TAX. ALSO. DESIGN LOADS k VAX. PANEL LE14iHS MEN SPACER @ IS USED. CORREP040 X) ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. DEM FSNK aArIKG MAXIMA ANCHORS SPACING FOR La w AS SHOWN ON SHMIS 6 k 7 APPLCA=E ro R Nn OF THtr MAN" PNia RM 1F IL(Pa,J 00 TAPCON LAO SCIILM PMIELYATE FINALE ID PANEIWTE PLUS ,AGOG MMM ,r ,r 13' 13• 13• IS,INEF u• 13• ,Y Ir r is (WMM) e h e h /2' n n Ra7 - e 1/4• 12 I/ - s 1/4' MIT,-) a'-o• Ilr or Olt LESS -7 1/Y 1• r r - ]r 16w16N) or Ir Ir Ir Ir ro-45 +75, -7t Ir or or, _ 13' 13 Ir Ir tY Ir 10• ■ jr Ir tr or a Ile 1r (au"MO t ,/2- a 1/2• 4 1/r 4 1/2• 6 I/Y (TOP) - - 6 I/4• 12 ih' 6 1/•, ( 171 's-W 4 Ilr S• 7 1/2' 7 1/1' S• p• 5 112' r^ s' - 3r WIWI Ir 12• IY t3• 6 t/2' POP) Ir Ir Ir or IV PMQQ • SEE TALE /1 FOR MAX. A.S.D. DESIGN LOADS At MAX. PANEL LENGM MEN SPACER LS USED, BONDING ONLY TO ALTERNATE 2W ON SHEET 6 ZMU-U A A.S.D. DESION LOAD MAX" EL MPAN 40 PSF OR LESS 6'-6• > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF Y-10- A MAX. PANEL LENGTHS ARE ONLY VAUD FOR RWAILATIONS W/ PANEL "., MATE,�•9 E ID OR PANEL MATE PLUS ANCHORS k w/ 1Lpills. IV.'SFAQ 1/2• D.C. MAXIMUM A.S.D. DESIGN PRESSURE NO (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANFL (1) INSTMIATIONS IMTO CONCRIM & C014CRM BLOCK STRUCTURES (VAUD ONLY FOR PANEL (!)WALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5) WY. A.S.C. DESIGN ►I1 IOMM MICHOM S 04M FOR MN E.D. PO SG[OULL KLOW 4••L+fNLL N J• IIAIOIaNY it OM IV M•) MAX. ".0. Do" P (P•�Aa MA1Maw Niokvn SPACING FOR YN E.D. M 9c$.=RE @DAW APPUCMLL —1 t M AXL M PANIC. LXNM M•) SOLID-SET FNNUATEn 2Awc-NAM c"_I1 TWON SOLD -SET zAkvc-NNLN CAN -IN 10. A 10 A OLIMKVM or THEY A N TO E 3k to of 1MiDA +r ,r ,r ,r ,r 1r u• ,r ,r ,r a._„ ON �' •4-i6 +s1.6N w' r ,r or s s u 3 r or r e,_• opt LESS ' Ir ,r 1r Ir ,r 1r Ir Ir Ir 1r 1 OWTOM) ,r ,r ,r Ir ,r 13' tr or ,r or Ir 11 1/2 1 (BORON) 1]' or 13• t]• Ir 13' f]' ,r tr ,r 2 (ro►I ,r I]' ,Y or Ir ,3' 1T /r 1r it /3' , 1/2 : (TOP) or' /Y 1r or /3' 1r 1] 13' Ir lr or : (sorreM) tr ,Y lY ,r 1r ,r tr ,r ,r or ,r + + 2 (eor,oM) or ,r Ir ,r Ir ta' ,r Ir ,r 1r (TOP) ,r Ir 1r 1r 1r ,r or 1r it or ,r It 1/2 3 (IO►) 12 I 12 1/2-6 1/4• 6 I/4• 2 1 2 1/2 - - 6 1/4. 6 1/4 3 (MOTION) - - 2 1/2*.12 ,n 0 1/4' a Ile .12 1/2' ,12 In - - 6 t/4. 6 1/4' 3 IsOtTOAo rrI 6 r e r r r r r s• 7 +n' 4 (*� s e tn' r r a• . ,/Y r 7 +n e r r r 4 (tor) r - 6' - 6' - r - e' - (NOTION) a' - r - r - a• - e' - r - (WrM* or Ir tr tr or 13' Ir 13• Ir ,3' (TOP) 13, ,r ,r 13' ,r tr Ir ,r Ir 14, Ir It 1 S ) _ r ,r fr ,r 1r ,r ,r /r 13• ,r 13' D, MM) 13• +r Ir Ir Ir /r 1r ,r Ir Ir Ir I1 Pool N ) r ,r ,r Ir 1r Ir Ir ,3• tr ,a• or 0 (TOP) +r ,r Ir Ir lr Ir /r ,r or ,r or it 1/7 (TOP) 61 4' 6, P e, . 0, 1' - - - - a 14' 4 ,/4' 4 « - - 6, 4 •1 P a, 4' 611 - - - - • + 4• t I i• •LESS ,r 10 1 Ir r ,r r 7/ t , Ir 4 , 1 >a,�• 10 14'-4' 13' 1•1Y tr Ir 6 , ,r 6 , e , r a , lr S , ,7/ >r-r TO r-0' ,r ,r 1r . n ,r 6 n o1n n u• r (aorla) r n' o 61 , (tartar) ,r 10 1 u' 7' lr r 71/2 a1/2 13• 4 In' 2 (TOP) Ir r Ir +r 1Y a +/r ,r 6 tn• 6 1/r 6 t/r +r 5 in• 2 (TOP)+rr u' u• or a 1/1 1r 0 1/2 to 1n 7 In or 6 1/2. 2 (NOTION) Ir 7 ,/r 1r Ir tr 1r Ir to, it, r Ir a Ilr 2 d/�yo,pr,■,0 Ir 71 ,r 1r Ir 0 1/2 Ir 6 1/2 101/2 7 in 13• 1 / 3 (W) Ir 7 In' q' 1a' fY ,0' 1r ,r II' s' IY a In' 3 .•.r•) - - 72 1/2 12 1 0 1/4- 6 1/4' 12 /n 6 1/4' - - a 1/C 6 1/4. 3 MnOM) - 2 1/2'12 1/2 0 ,/4• 6 1/4' 12 1 12 1/2 - - 6 1/4' 6 Ile 3 r r 6• S 1/2 r 3 tn• 1• P 4 1/2• Y a in' 3' 4 (m►) 7 1/2• r_ r r Y 4• /• 4• 4 1/2. 3 I/2. 6 in' r 4 (TOP) e' r s e' S 1/2' 7 tn' f67Tlo►9 r S. r 6' 6 1/Y 7 1/2' 4 (66T1■a) Ir r or 1r Ir 6 1/2' ,r a 1/2-10 1/2 7 1/r Ir r (1Gr) or a 1n' ,r tr tr Ir la• 10• I1• r or 6 1/r' 1 PG►) ,r 1• lr ,r ,r a 1/2• 13• 6 I/r o , 7 +/Y lr 6 Ih' 6 (NORaI) IY a ln• or Ir 1r Ir or tr „• r ,r 6 + (6o,Ia0 Ir 0' ,r 10 ,/ ,r r Ir r 7 I/r a ,n' Ir 4 In' lT� 13• r tr or ,r a ,/r lr 6 ,n' a +n' a in' or a +n• OOP) 114• 114' 614' 6/ 4' al4. 61 {•1 014' 614. 614• a14' a, P 6+4•a Ra am I FOR PMCHM INK a s11o■le MR USLUA"" PRO sm FRY[ VISA= • WANMM ANaRR Wilift 6 AND WHAM mK cosm T AIR "comm an rat IMMAL I= LO. I= TWA #CC= ON SOMU MU AOOM 21YMw10 MY YLt7NYPR WPZ Me SOD■ ON 2C1,[01RE " M ratla4rD PAt10RL FOR Ns OKILON 70 K POMrsL REWCm SPACING Oan■ND 16SR i3C'1011 114YL NOR IS UM IMw WOW WA IDOAIm IN SIGH MICHIM ,ME al Its opgo" 1etN 00-2 W"-M MOR AN ANCIDR OY1C010 00 ] ] ] 3 e ,AT ] 1/e ] ] 1/r r 3 3 t/r 3 ==so eRtAM14 WO3 6AO1 3 s 1/1' ] ,/]' 3 1/2 4 Iff A" ON 6N661LS a4t - 3 'Ir _ ul on r SAW a,1 - Im Im " S MONO3 CNLY VALA MEN SPAICEI! b USED. SLE 1 FOR WOO. A.S.D. DESIGN LOADS k WOI P14NE1 WHEN SPAOFR m or O NUN. o ANCM10115 (SEE aWnM s AL7ERMTNES ON SHMS 13, 14. 1e R-SA/13. R-24/13, R-SA/14. It- R-tAW//4 R-2AM/14 R-SAW/16. R- 0 0 0 0 I � I j l , 4•A-2ON1• S.S. eOLTs w� j (USE FOR PANEL LENOTHI ' OVER r-57 RiwLA R S�M PAlft � i 1 LIFE 3AFORY PANEL 1 1 1 I IIt , 4 •- 1 S T IS w � t I As EA -ral1 t----- •- � - y--- gs}+q(q�-ilf sfia---t-�-- PANEL WrM COMM I '- 74■L& A A". Cam LOAD lM PPAM 40 PSF OR LESS 6•-6- > 40 PSF TO 5O PSF 6'-2- > 50 PSF TO 60 PSF 5- 10* A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS IN/ SOLID SET ANCHORS &W/SPACER AT 12 1/2^ D.C. R-31/14. r MAX. 4 R-3MT/16. '•11�1 0 y e T I I i LASMAIL I PAND LOW" REWIIR > PANEL 1, i r-r Is +40A -40A I Lf. i .;(• _ _ _ r. 1 � I OMRAP MD Ana IDOM BOLT) i _ _ _ r-r • +VOA. -two P.M.G. (W/O "W MD PAMIX LM M Can LRE M ♦ r-r MNL MMM LENGTH AT ALL MDUUMM 0� i 1 1 WARS NUr AT 3• f LDT PARL ff MIGHT PAGeL r T INSTALLATIONS ONLY W"D FOR WW �R-IA/13. R-2A/14 R-3A//4, uR-16/1S. R-21/13. R-U/14. ,• MM.. SPEED UP TO M.PA. R-1Aw/14 11-2AW/15. R-3Aw/16. --777 R-1)N1/15, R-2tEw//6. R-MW/16. _... ......_....._.__.---_`_------ .----._-----ANCHONS (SEE 1E rOG At ALTVMTNE. ON SHMM 13. 14, 15 &I4)---- _.----.-------._-- 1/4• MRS. GAP UEE SAFETY STORM PANEL n ELEVATION (t) ' r SCMr 1/4'-1• / ORYST PANEL (Not 0YF11rM ,tOW 11YLLTT I v STORM'N11R 43rR a:.xk x.a l x.: zcJR4s/ .4Lxc-1•C_- xxxxx4x`x•srfa aztMtsae LIFE PANEL * • "v 1*1 EXTERIOR 4�,S�RII SECTION A-A� SCALE: ,/4•.1- FL KM,1MMva/ONR am'amD' M' 24 GAGE GALYAMM STEEL 51DRY PANEL FA win 6n w/"o/R"' IL E w PROTECTION PROOTICIS3 U.C. 4m 11.11. el SOW erll a w'4 now MMita-06M /AK: {M•)Ms'OYt7 it a16R•, V•N wM-1-NM . A . iN PI-� 20-175 almm Nw _ F RIQf 12 or N w, �rA-eea"21��'F•`11� �� "MA�� s t&t MAXIMUM A.S.D. DESIGN PRESSURE RATING .sJ.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR (!R[ U AR STORM _PANEL (1) INSTALLATIONS INTO CONCRETE & CONCRETE BUCK STRUCTURES -(VALID ONLY FOR PANEL( R)STALtATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 Se 5) - MAX A.S.D. DESIGN PI UK (►.a4.) MAXaMIRM ARrHM $PAWS FOR Mel LO. PER SCHMU Sam A}rUCA L MIAf01RRM PANEL (,L) IIAL AS.a Des" Pl f RATINOt (p.al.) Mk*" ANLYIORS WVCM FOR IM EA PER 9CHEDULL R6Aw Go �•■� IIAfOMNM q 1 MJ I~ SOUR-suPEM LE ID ZAkVr-NALM C"_IM + ,• TAPCON SOLID -SET 7NMC-WWII G,Ut-N a N COMrTHM O Mir A. Y0 L701�EMAlDN 1NCY b O +M -75 Ir or it Ir tr ,r Ir Ir ,r it Ir /v I cmn (in LESS 770-75 +,M-I,aa IY r or 0 1 or a , or 6 1 1 VS. a,-N, OR LESS lr /Y it ,r or Ir ,r 1r ,r 12' 13• ,r I (/GTTOMO Ir I Ilr Ir u' 1r r ,r r lr 7 1/r ,r r I Mow u• „• or ,r ,r +r ,r ,r ,a• Ir u• lr : naP) ,r r ,r 0/ or 4 1 h' or t, n' 7 1 n' a, I• a 4 1 ' n (+■) or it- or /r it ,r or lr or ,r 1r IQ, 2 OKR M) 1r r Ir 13• it a t/2• or 1 to 0 / 7 1/Y or 6 1/2 2 tsor,oW Ir it* or Ir or IF u• it ,r 1r ,r Ir a ) Ir 7• or ,r Ir 6 1/r Ir a Ilr 10 1/2 7 th• ,r r 3 (ro•) 2 Ilr 12 Ilr 6 1/4' 6 Ile 112 Ilr ,S 1n - - 6 ,/4• 6 1/4. 3 ( Fii5 is 1/2-12 , 6 I/4• 6 1/4' 12 in 6 1/4' - - 4 1/4• a 1/4' ] (661iO1,i r r Y r a' 11, 6 ,n• r 1• r 4 1/2. 4 (TOP) r Y r a yr r 3 ,/r r 4• 4 1/r a- 4 Ilr : 17F { Do►) 4 4Ilr - r - r - 51/2' 4 ipftONi 13• 11• or Ir ,r ,r ,r ,r 13" ,r 13• 10• a (TOP) Ir 6 t/r or or ,r r or r or 7 ,/r Ir_ r 1r i,' N' 13' 1a• ,r 13•_ it 1]' t2' ,3• 10' 610ITON) Ir Y Ir Ir it t ,/r is, 6 ,/r to slr 7 1/3*1 or r 6 (a0R0N) _ 13• ,1• Ir 13• IS, Ir or Ir Ir ,Y ,r 10' 6 00111 Ir S. ,r 10 Ilr ,r a ,/r or 6 ,n' 7 1/2' 6 ,/r or 4 +n• (,or) • , s' 6 i 4' • 1/4' a , 4' - - - - I Ile 6 1/4' • «> - - 6 1/4- 6 1 4• 1 Ile I 1 {' • 1 P • , 1' - - a //4• a 1 1' • « 13• 7 In' ,r or ,r 1r lr to, it' r 13• t , 1 >e,-4• YO s'-o• tY f' IY O , 1r a 1 1r 6 , 7 , e , I3' 411rim To 7•-r ,r 7 1n' ,r 13' I]• to Ilr tr to 11ril Ilr r it r 1 DDrmw or a ,/r or Ir Ir 0• Ir Or ,r 7 I/Y or a• I (aoYTOMq ,r 7 UP ,r or u' IV ,r to* it' r Ir a 1/2' 2 (TO►) it r I3' 101/21 Ir I Ilr Ir 0 1/2• 7 1/2• a 1/2• tr 4 1/2' 2 (ram 13" 7 1/r or I /r or ,0 1/2 Ir 10 1/2 1 1/2 r ,r Y 2 MarTwO or r 13• 1Y 13' t i7r or a ,n' to 1 7 In• or 0 in• 2 (scrimm) 13' 7 In' Ir Ir or to I ,r 10 1/2 11 I/2 r 13' 7• 3 (7DM it r Ir Ir Ir 9 1/2• Ir a ,/r 0 1 7 I/r Ir Sr 3 OOP) 12 1n 12 ,/2 a 1/4• 6 ,/4" 2 1/2 6 1/4' - - 6 1/4 6 1/ 3 (6DTfaN) - - 2 1/E 12 , 0 1/4' a 114' 2 ih' 0 1/4' - - a +/4• I ,/4' ! (60Tfa1) 7 1/2- 3 1/r r r 7 t/r 4• r 4 in• r 3 ,n• r r 4 (76r) Y r r 6 1 7' 3 +n• r 4' 4 1/2' r 6 I/Y jig 4 CHOP) r - 6' - r - r - r - a• - (00T10M) r - 6 I1r - r - r - t ,n• - r - 4 (NOTtOM) 13' 7 1/r 1r or ,r t0 , Ir 10 1/2 , , r lr Y • (r0r) ,r s in• ,r u• 1r r Ir r it 7 1/2• Ir r (Fo% tY 7 ,/r tr ,Y N' 10 to 1r ,0 1 , ,n r or r a (6onaq tr T IJ' IJ' ,r f 1/Y]E�l 7f,r 7 ,n' Ir I]• tr 10 , Ir 10in 1 I/ r tr Y 6 CHOP) ,r r Ir Ir a I/2• St/Y ,YIL t ,/4• 6 1 1' a , 4• { 1 C 6 / 4' 0 , 4' a «) - - 1 1 4- 1 , 4' 6 , 4• 11/4' - 6 1/0 6 11' e « SM MIMI II FOR ANCDR6 rM a 6NCNs ION tRTALAre" Pro ■0a0 IRNI[ Kamm • IMMIMIM ANCOMP W.00 AND INMM ON MMU AN PRICAim ON 111R .CHOIR[ IN LO. Ilea RAN MOMICS ON SQNGR E RMDE ANCD■ VIRGIN M Ma71RYM VACMO MDAW ON SCr01AL w• M FOu0R6R MOVING, FOR SO OFOM,ION ,O at POINRL Rm11Ct0 pK7M do"= um now mat kw s Los it" MOR■ N IeaOte I== FOR FACN Mom T"t ON THE 2DISIAL MMa■1 Tilt _, 41 _ MO ON 1/r. 1/0'.1/4'. 1/41 1/4 a _ CNN+ "L"M - No" AIDIDR WNS D D►) 3 3 a 3 2 //r 1 1/2 bumoim�sJ 3 s ,/r T F 3 3 1/r 3 OR ARM04 4 ROM 3 3 I/1• 1 3 1/r 1 3 1/1 3 ,Ar IICIIIL 6■siQ r—e'•3I -----3I - 1m ,m I. im •• SPACOM ONLY WLID MLEN SPACER IS USED. SEE 1 FOR MAX. A.S.D. DESIGN LORDS k MAX PANEL MEN SPoliM LS USED. A"-dL A A.S.D. DOW LOAD �HPYUIIL 40 PSF OR LESS 6'-6- > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PW 5'-10- A MAX PANEL LENGTFIS ARE VALID FOR p/STALIATgNS W/ SOLID SET ANCHORS At W//" SPACER AT 12 1/2- O.C. 1/4V TA/Cdl___. ANCIIDR • r QC. INSTALLATION DETAILS INTO POURED CONCRETE OR PWR[D 1/4-0 TAMON POUM OR AHCIOR 6 6• 6C. t OR FOR LIFE SAFETY CONCRETE BLOCK 1/4'0 ANCHOR s r 0... PANEL In STRUCTURES POUNEO 1/4•S WOO" �7E ON ANCHOR H N c-_ 11Nq ►O0" DONCKrE ON RCONCKM EOUM OLACIY N.oac y NWCN r �J /.LACK A) '® 1/2 I E.D.• ! t ED.• j E• j i y I 4E�- N II S 1• Non. I ; . I• Mn. I II!KB1N1G._pit-an� I�ArM Dua7VIGJroolAs6.LASS�:.}.I EDsn'._.w I --" to otAsa. uNw q e I L.il6oL ;.. ---...----- 'L- IMNK. a • + ! T.' MAIL 1a 1 PAtA t MOTH ..:.,,, (SELEVATIONATION N ElE ON SHEET 12) _. °-'t _., 6• PANEL LENGTH I � (SEE %,T ON ar% ON S"M t2) i-- _--- I + PANEL WWH (SEE la �.._.__ - --. --}-- � ELLMIM N al NIIHET 12) ` `- i ...` 6' IDO DLM t ON *IE[T 12) N-gE 1 N--OEPNM7OM 1 To am. 1 N _ L � -�- � _ Q In � / � s• tom• J i 0- ; _0 1 I I L&O LD.• E.O.• 1 F 1 III: I eR/Ar a; ED to 3/4' -'I---J /-----L---1 `--� ••Mt ED 0 \i[N1M Ma all 12 INFO. ,II ec _..1/41 TAPCON ANCHOR • a• D.C. ,�/4.0 TAPCON �J AIMCI,W1 6 e• O.C. L 1/4'41 TMCON -kamcs 6 6. O.C. /4Y UPCON ANCHOR • r D.C. M `-EO ES �'_i'ONdIETE NVJM oun M' CONOotm a" HOCK eIDCK MOUNED. CONCKM M E . OdLO . m son Is 6 16 ION A310HM AOO T,6E 2Ma0 WK a SPACING IN M6,AUAnCW IM AWING, sconco1 WANO W 3 wm nvm slSL wm 116RMM ANCHOR EI%M= As NOVA •NY4■Ma3M OYA.4Y OAJ •qR� 'O�r er GI! 3 OK owwam ARE ODCME0 CM THIS ON 2aHWLEK"I CMU ANCHOR DK7D 3 Ion mm IGOJ 11101011 M M1Li6LYM 2PACI16 sM7s1 ON SCRMAE MY M FQUAWM FACM W NOR Tls OFDWDN TO K PON EM , 1 -.--- -�—_.--_ O3• Koo= WOW OSLMMO UaD fACDR MAMA MOT Nor um 1,YW ---._........ __ u, *am* sham ,IDDA,m FOR MACH AIrAIOR Mt ON iNt RNMML Y ap -----.... _............. ......_ 31 — - +•+ (D N O t~ N CL (:> O .� co U cf) N cu O c -0 •0 0 C � � W AV O .�a0 ♦V E 6 0 CU CU AnE cn cD 2 (u N N N = N y W W cn o a� o = 10 U N m X ,,A e0 O N N O J 3 2 a] s t ac 3 cc L is 4u a3 Jo • W W N C O � N _ � �CD INSTALLATION DETAILS FOR UFE SAFETY PANELM INSTALLATION DETAILS FOR LIFE SAFETY PANEL INSTALLATION DETAILS FOR LIFE SAFETY PANEL (t� INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD S 1/4Y POURED 1/4-0 TMCON— �FUTMIq rOMNIm tvcaM�� MH W"CRM on HFADDI MIEAOER IEAODt 1a00 iRAO1R ARCMDR a N-,C.—'WNCOM ae AicHOR s r oa S4oU1M0 - R[OIRIRD• eLacX Y ROCK / ` -I,[/4�OIEQUMM A TAICON t//4Y 771/C011 1//41 TAPCON , 4't TAPCON '' f 1Y TAPCON 1 {Y 1APCON ._ •� \ MIGIIOII • r O.a - iWC10R 6 r O.C. AiC11011 • r O.C. • r O.C. 6 rk D.C. t\ t • r O.C. /1 W 11 X I I ---� I 1 � ln'FIT t {• A ,n• ,,/{• X ,/r ,p• 1/r I ,/{• E.D.• i E.D.• ; --_-� ` \ , --- X '%r 1/4'VAX. _ / ln• 1/4- ., . i 1MAX W.i �1 ' I 1 I I • 1 1 t i O.IM/w cu i^SEPAM110H- I t i I a 1 � i —� I a I vr.-Oar 1 to aIASE. � ;. = 1 � N I I N 1 N 1 ■ L L1-. U , '�/I�J �f OLAIRS J. T sA MA ' ., .�_ _'. ;,._ ' 4 6 nt _ I 1 , O•-tMr _ -` _ ! ;raw* f oAM•A0/r Y• as e .. 1 OIASS._ A G A w R I ._ ... 0a� A w .,,. I y 1 R i Aw••� A ...� R _.--- - A a rRaaW O I l u _ J • ..- . E1ttSfpg,N /T" tan ERISR i ,•Y-AI• a,Ass _ _ �_.__ w I I u16M ow r�i ousrtiG.6 1 MRs _ AD-�� & a T As AM HIM` rAPRl IFNOfH A 1. I. _ M . jKl "-'f 1- -.. _ _ ._ a i -- _ - L - :" ps lot N•aM1rQ•M 1 1 • r_...1p1 EXIrTI(({,'.N _ - 4WN, WL 4TI-Mxl _- ' ra a 1 I iNVIL R 1 eel r� A , 1 I e -.t' IRO 1 uNMgr-4f1 1 t 1 }, _._ �/+:— ____.__-' fit• - Mn. 1 a oaar IO PANEL IENOM a ' f I'L ' IIEL lEiO/N N --�-- — ' + 1 SM1u IMMICI R 1 Lo .---�- r & NRx. ■—' r (s•Q ELEW 'iloN 1 1.. _ --_.' N L PANQ IDOIN j ON MIRT 12) 6 1 ►MQ l9KiM ON WHET 12) N I I PANEL LENGTH R-- 6' (stt (ol'ai sItELT 12) i T l 'L r.. (aa [IL1AO1011 R 1 1 1 (SQ ELLTMOON 6 —1--- 'L MAX.MAfl. r__ —___. am ow 112) T — � � �� — -> t 1 I (sMz aLMna+ r_ _ � , SEE12) 1 r T I� _— .._...� — —�_' 1 E�TION N i 73RLT it) I � 1 ON SHQT 17) 6 I I A I -O i I ON SN 1 ro aAK. •__.__ ON sN[[T ia) , N..— 1 1 ! ro ol3m ' 1 I: ; ro WASH i 1 l / 1 3 ttN.- Rro'� A'a1 i 3 6--srovAw� i O R,MAI. rl j 9--eDAMQ 1'1--8E'NWJ�,DR— 1 ' "o °LM' / 'O ! 1 r i 1 2 I 1 ...__ _.. e ' 6 MASS. I t ' ' rr -__. u� - ... I i ; I 6vt/t o<I I 6v,/rmr• i N:ONCREI[ ROCI1 L j • C� OGI E 0 I fA. •`. 1 6� --� E0. i • 1�—.� /2 1 4 LYINaaT[ RC011eRD. I K0C ]-___I extiow MOIAREo. ' .__-1__J - CO. � •. I ON go i f 4 I 1 4O 2 x{ �` j • I3 , eA Ana Na711 _ L.L 1 I l I ; RRISD I I .i Ji," Ps• �) 1, TE �nl N14CIco WR M G.C. I ^ �, �ANON~OR'' D.C. L-; I, �I1 1 41 TM+CdM O.C. RATE '? ` ' '� ( IKO�UIIIED ...•J , I;[ PLATE--� , I Ii _ ' 11 . all , as rN{• ROOD ` 1 ,/• • PANtlwa AjLl_ SEE- ,/41 ►aN[LNAa PAVE__- � ANa1o11 • 12 tn- O.C. AMCIIOR (REYa1O) 1- i ' 'j. STACK= w/ a m � ( SGr6lAtD w/ BAUD � + REONMKO I� L,,. i 1/ 1/4 I i , I 1 w• r0o0 i 1r i._ 1` CH TAPCORI I { ` 41 ►AI4SLMAIE Gus IV^1 ��I 1 ANCHORP12 h C WALL AN1rAL1A1D116 ■nD tDoo PII,A[ sIRDeIr. a1;AtL ! , _.11:, IItOrzMRFD ----1..1.J• __1 ^.,--11... 1._ II I L,i I AieL+oR 6 r oe. ; l i +tl ,., I 'MNCLNOR a I2 I/2• o.c. p i I 1 ■ ET■IEr■IE1 Susan 04111 ism AIt3MtM rot a WNW PC, 1 1 � RMUNM 1MIYM ANCHOR 21aDu66 AD IAIRMM UK DI60MCt � ARE SDDam ON Ili soma" IN La NLs TIIW Y'co SOg111m ON SCMML IMM ATOM Stale of IOI1011610 Mflow AM - FONOW sD swrN6 Dow am SC M" IV PCNW to* Ws OP'ON110N fO ac RIs1000 SPACING ame U IA6m sWL "Of sfilm _ - _ _ N1INIINA,I I= TWA a6 s�LT,I OV4M warm MR SA21 MOM TfKEp A; Tr(V WALE 3 � �y�(T Alppl M[ __-,/•1 , 41 �' j aGLE s , A 9cALE -, 4�?:� ��yGEN•'••: U.I leltrw AIDRR.YAM 3 3 FLORIDA NUNDING CODE INGin Mjh Velectly MW71C6M zor16 : EN ''•.T FLOMDA BUILDING CODE Men High vehaft NMrrk6m zone 44167 FLORIDA BUN,DING CODE Non H10 vob" NU *on* 20na 24 GAGE GALYANRED STEEL STORY PANEL 2/ GAGE GAlVA1RED tifEEL SIORM PANEL Q �N^$ e•1■w el•r 010 3 3 A * * : * Cam TILMIM PC 24 GAGE GALVANM SIM STO MI PANEL 6MM'Nn . 44187 3 3•eta nWm tc DIlru.w, JyOffr'L' * 46m n,6Ao. AC r>. _ 1. INSTALLATION ARE ONLY VAUD FOR A.S.D.DESIGN •• •1. * �� 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.D. STATE OF �N ~` Aat1a 6WNrs 160NIII fTATE _ * : * PROTECTION PRODUCTS. U.0 ""'DNA �� 1 L E C O ENS. wy/am PRESSURE RATINGS (p.a AND PANEL LONGTHS AS DESIQTI PRESSURE RATIOS (D•6.O AND PANEL O • FIOR •• PROTECTION PRODUCTSY U,,C. Z __-- •t, - '• �ORIO EELEiNCO EYs. L PROTEti1R7N PRODIICTSr U�. OM[: PER ELEVATION ON t2. q STATE ._.--- I O FMB. LENGTHS AS PER ELEVATION ON SHEET 12 __. _ _- -- u+ - F 4m IML 61 MIND 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD y • N1po D3L M Mlra S •.......E� 4ea u. Di Cot 2 _ : �— -_- -.. __.. ._ /ONAIEd / eR IM1ti. 73'"" eK ew3ONpNM1e6Rer tans / SPECFIC OA: 1Oft10,•' A. 4ri� 4YR ar n w« 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD /OVAL / u WUL".31114 20-175 -- MEMBERS TO ■ sourFER11 PINE No 2, W 20-175 i w... . Ir al•1M IIRs, ONMe►-UK RIt (e")m-17" AI,.. .,. s � w .1-NN woc lalMee••7DAa .AA Lr4Ma-6+D7 DENSITY TO ,5 60U EOUA�N PNE ND 2. w/ SPECIFLc RnvuvAwL'1 a Fr. K1Y/swMTR/01TC DElFS)IY OF 0.55 OR 001U1. r'•++••+1+•" OR,RPR N. w YAr OIWRR Na F� Ar �2"•'�o' w-1 r M 413aTM0 NI: S/ . • .. womw,a DENSITY OF 0.56 OR EQUAL. 0►00sIN tSL1U A Y. ►L • 1NRI Ie M le •SLtE11 A 1MLf A PL IIQf 1{ p It _I PL 1611/RWMRM,/mi tMs„6�•�1-A P 0ar" a le Q /'t SHEET N0. SH 1.4 EZI/1115, EZIW/18 ANCHORS --m SWTM 01 a ALWMOK 91111 ON smw I MUL N.1 -Tort WM 2) NOTE 2) I -DUINL io TH ALUbW" OF F TO BE INSTALLED AT EACH OPENING SHALL ALWAYS Or j FAS.1 ADVICE EAR HANDLE I() FACILITATE INSTALLATION IF INTENDED D FROM INSIDE OF STRUCTURE. NOTES or 'E' (1) F(4 -Z HANG S�TORM PANEL SYS7Ek4 % W 200D [ 1610 (&D P L) iwtri�Olt' PANEL) OWERIOR PANEL) (INTERIOR PANEL) PANEL) KIIE, )N. IM Co,,t. TRACKS TOP & BOTTOM LI 1 NOTES 2. 3. SEE NOTES 2. 3. 4 (2), END PANELS SHALL ALWAYS BE CDNNECIED 10 BOTTOM TRACK OTHERWISE A STOP 13AR W SHALL BE PROVIDED At TOT' OF SUC,i PANELS. 6 40.0 ".1 4-(3) IF END PANELS ARE, CONNECTED 10 BOTTOM TRACK, CONNECTIDN SHALL CONSIST Or /4-10-200/4" M.S. ill/ 7/8'ox3/32' WING JQLT�zl 1)4�i& N LIT OR 1/4-s.3/4' INNIT. THUMBSCREW INTO IAPPED BOTTOM MACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. or 1L. 1 (4) IN LASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK I(, e. A SIOF BAR ISS ONLY USED AT TOP) AT I EAST TING, PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECTION OF �jj-41j-Ujj�LLjj4 J.1 L L.1 I I A I L.L.J-J-L.1­-J.J111.1-j I J..L-J PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANIL LOW.ION -i L it TR 11 IF 3- m. SU NOTE A- r NISH. t INSTALLATIONS ONLY -5 VAUD FOR WIND LT-4 rM 3 SPEED UP To 170 rn.p.h. ANOH0RS LIMILE -,NW EZi a ALTEftAW4 EZIW CP# SHM 111) b,EZI/18, -P,Fzl W/1 8 TYPICAL ELEVATIQN FOR SERIES 2000 E-Z HANG STORM PANE ni SYSTEM (t) ,CAU 3/32'-1" 1/4- MITI, w WHOLE WALM 777"`I� 7 \ 7 MAX. GAP T SECTION A -A SCALF! 3/32*-" . . . . . . FLORIDA BUILDING CODE ("on High Velocity Hur lcone Zond) mmol - 11 44167 24 GAGE GALVANIZED STEEL STORM PANEL la A,: GLOBAL PROTECTION PRODUCTS, LLC. Glar STAR Ot 4 IL A40B 1. 1 STREET on AMR,= AM, FIL 20-175 IRME)f III I. el ORPRIPAR, n RMTTR soon I, W Hi FLOW �ftj 44*18,7 FNr-,1NFFRINr- EN13INEERING EXPRESSA' PRODUCT EVALUATION REPORT September 15. 2020 Application Number 178621 - R2 EX Project Number 20-315,43 Product Manufacturer AJI American Shutters and Glass Manufacturer Address I W Donna Road West Palin Beach. FL 33409 Product NarnME & Description 24ga Galvanized Steel Storm Panels Large Monvin Impact Resistant Scope of Evaluation: This Product Evaluation Report is being Issued in accordance with the requaluments of the Florida Department of Business and Professional Regutabon (Florida Building Commarstrion) Rule Chapter 61020-3 005 F A C . lot statewide acceptance per Method I(d) The poduct noted above has been tested andlot evaluated as summarized herein to show compliance With the Florida Building Code Seventh Edition (2020) and is, for the purpose intended. at least equivalent to that required by the Code Re-ilvaltiation of INS product shall be required following pertinent Florida Building Code modifications or HAvis,ons, Substantiating Data: APQN DQ,;V.E.NTS d, 24ga Galva"ired Steel Storm Panels (FfVHZ & Non-HVHZ)', shadits 1 -5 prepared by Engineering Ex IN ess Tugnod & sealed by Frank Bennardo. P E is an Integral part of this Evaluallun Report A TEST REPORTS Uniform Static Structural performance has been tested in accordance with TAS 202 test standard. per test (opon(s) OBT-ASG-17-001 by Biackwalet Testing Inc L argle nossile impact tesistanco and cyclic loading performance has boon tested in accordance With TAS 201 arid TAS 203 test standards per test report(s) SEIT-ASG 17 001 by Blackwater Testing, Inc I LAT19M sbU:Iun!11!=T!nL1" T !�toprood which evaluate the product based on comparative andlor nitional analysis to quality the following design criteria I Maximum Allowable Spam 2 Minimum Adlowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12'" AviNuf SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM* E "GINIIIINGEXPRESS.Com ENGi A ...... EXPRESS.Co" otENGINFERING Paue 2 (42 All Amencim Shutters and Gla�s - 24ga Cjal%anized Swell Storm Panels No 33% increase in 81kowablo stress has been used In the design of this product Separation from glazing To not required for installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previno" listed lost toporls), Find is accounted for in the engineering design of this product Wind Load Resistance Thi [product had been designed to resist wind loads as indicated in the span schodule(s) on the ros�ctve Product Evaluation Document (I a engineering drawing) Installation This product shall be installed in strict compliance with Its respeefive Product Evaluator Document (I v engineering drawng). along with all components noted therein Product components shall be of the material Specified in that products respective Product Evaluation Document (1 9 engineering drenving) Limitations & Conditions of Use: Use of this product shell be in Strict accordance with the respocirve Product Evaluation Document IT I, engineering drawing) as noted herein All supporting host structures shall be designed to Lesist all superimposed loads and shall be of a material Listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this pMduct's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer AJI components which are permanently installed shall be protected against corrosion, contaminabon. and other such damage a[ all times This piodud has be" designed for me within and outside the High Velocity Hurricane Zone (HVHZ) RespectfullN, FAA; ON ­6 t'-) Frank Bennardo, PE ENGINEERING fi)(PRESO #PE00461,49 I Ceri. Auth 9983 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TeAmo I NGINEtRINGEXPRESS.COK E NG1 IN Ed R INGEXPRESS.COM in� 0 A'IGE "­ W.M, 11 W, F x ­ ­U r r,i 4 -,0 Z A x ts T- I A I, LTt:1 .1 AA in a NN &I wf UP. "'r- § in T U) "T 0 CCPCU�MX C3 mou� EXTRUSIONS A, criL�a�R mouNT xCrTAM--- Vt H NUHRH le, I- Ic-M WALL NEKHOSSCItIVER, "MF. M- U) �ft 11-AA An -AL. j. 7"j -10 Iw I V. ln� -3M. 10 < IT; LIT. .71 CIA a M-11�v� rx CM.Lr 61 ;Lk-lo, 11 sit ULAR4 C---- r-- CIAREM"AAMPLE ZI-T _._A__. 1,101. A,- 20-31543 7 M III M.I. 1`,P MALE-­1 ­oNT. PINES oucjupy�l ��Iybo`rro. CLOSURE D-�TAIL 1,nc, iLorl­- IGN INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES CONCRETE 9LOCK ANCHOR 12' O.C. 1/4-0 TAFROGIN --J141' HEX HEAD TIFIN SCREW Off FRO. wm MOLOW 14.1, "a WAD TIEK - Err AMC" 0 12* O'c: EDGE OF 9 E-6. 06 Z. 'UPRI 11 -J 16 ARATION 3/16-0 CX1511AN14 TO GLASS� POP SEPARATION TO GLASS. I pill GLASS, U --q) R-WE'l,"UM N RIME7 AT IS PANn LFNGTH MAX PANEL LENGTH AT TO ENASS. ocx IT 70 GLASS OFY 1 4 2%?7 or ED 1 0. 7 7 �4".� TAPIEVIN AN" O'C' 1/4'0 TAPOD01 ANCHOR a Ir �C. 2'.4- WOOD -PLATE CONCRETE BLOCK FEMUtIVED WALL MOUNTING SECTION EV WALL MOUNTING ALTERNATIVr F71W SCALE 3/8-1- SCALE 3/8-1- A I* MIN. PANEL LENCTMI SHAUL 13E 2 j Z = . IDA Z `R`AXG, FLORIDA BUILDING CODE (Non High VolacIty Hur Icon* Zoos) 24 GAGE GALVANIZED STEEL STORM PANEL Calvin BY 1. INSTALLATION ARE ONLY VALID FOR MAX. A-50 DESIGN PRESSURE RAT) -0 MAX NG +/- 40.0 P.S�f. AN, STATE GLOBAL PROTECTION PRODUCTS. LLC. "N' PANEL LENGTH. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, ill/ SPECIFIC PIR `ANMA a ainl­- 20-175 DENSITY OF 0.55 OR EQUAL. rNANIMSEEn-nid-runt-AME mz Ti A I - . sourr IN ALL AMERICAN SHU17ERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONN TYPE AS REQ'D) SWITONS OPTIONAL ','-20 STITCH SOLTS WITH WA5HERCD WINGITUTS FASTENED I 7 OVERLAPS a MIDSPAN 111. 4PPPIDPPJATE SPAN TABLE) dip, M9 - A-1- 's r .!� g I ISE- ED" MOUNT (CONTI TYPE As- REQ'D) MAYBE IT��, a BOTTOM TYPICAL VERTICAL MOUNT ELEVATION N.T.S. ELEVATION TOP MOUNT 1­ -- [,w TION (E&WTYPe AS REQ-0) ---oasTRucrioN (LOCATION MAY VARY) BOTTOM MOUNT (CCNN-/ LM iSPAN BELOW TYPE AS REq'D) OBSTRUCTION) MAY BE NOTCH D AS REQUIRED, --- Y�'-ZD STITCH BOLTS WITH WASHEREO _D THAT CONNECTIONS AND FRONT OF ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED 0 SPANS ABOVE S BELOW OBSTRUCTION OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TAIIIE) VERTICAL MOUNT ELEVATION ri`� (NOTCHED PANELS) \1� I - I ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: �'4 GAUGE PANELS MINIMUM STORM PAWL SEPARATION FROM GLASS (HIVINZ WIND ZONE 4 A ESSENTIAL FACILITIES) MAXIMUM DESIGN ALLOWABLE INSTALLATIONS LESS INSTAUATIONS GREATER MUESSERE SPAIN ILMO,j THAN IffABOVEGRADF THAN SWASOVE GRADE 106.,, 2 16 in -140 130.0 in 6 Of-, 216in If-" Inain 6 oli't, 2.16 In --ii-so xBoxiinj Bad in 2 . 161. iPAN 5(MtUULt NU I t5: 1. ENTER SPAIN SCHEDULES WITH NEGATIVE DESIGN LOAD 6 PANEL FAST84ER SPACING TO DETIERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE fS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL HOUNT114G EXTRUSIONS I'F'-TRA,CIC STUDDED ANGLE. ETC.). USE 6.25' 0 PANEL FASTENER SPACING TABLE VALUES FOR ALL �W� A14D 'U'-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN LOADS Is ACCEPTABLE, OTHERWISE U59 NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MIN INUM ALLOWABLE SEPARATION FROM TMe OPENING TO BE PROTECT 2. SCHEDULE is REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD * 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 REQUIRED .1p, I Ly A byl MAXIMUM ALLOWABLE f-INWI-d, E DESIGN PRESSURES: ID. AS NOTED IN DESIGN DESIGN NOTES� I SCHEDULES IVE RATIVETI)ESIGN PRESSURES CALCULATED "IT AND N USE WITH 19 SYS EM SHALL BE DETERMINED PER FOR THE CjfA ffiWIT1 'T I , ER e I N'S A5 L jUX M�,I!NjINAECRIIR4 NED C . . 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL fiLESS THAN I SI N ORAU TOTHE WESOLFISICTIEVAINDEFOR ANY PA UARLE CAPACIMM ASSEMBLY AS SHOWN, Ing GENERAL NOTES: ac�l j 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCOMI Z7KUiLRtMFNTSOFT ., -6 FLONEGAina-din; CODE SIEV. T9 M FDA E HUSTO AND OUTSIDE OF THE HW2, PER TAS 20 202 AND 10, ST PROTOCOLS."CD11TRACTOR SMALL INVESTIGATE AMID C&PORMTO ALL LOCAL BUILDING CODE AMENDMENTS W41CH MAY APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE u� ADDITICIIIALSITE-SPECIRC SEALED ENGINEERING. 2 NO 33-1/3% INCREASE IN ALLOWABLE &TRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTMINEER OF RECORD FOR THE PROJECT 3. �EARCHM<t/fN SU,eASrRUCrUAff WITH WHICH THIS DESIGN IS USED $11ALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH 0 $HALL BE COORDINATED BY THE PERMITTING CONTRACTOR, 4 ENCEITHEEPTING WAU M REQUIRED ITT CADeR A DEFLECTIONS SPANS CONTAINED 'to DeARTE FROM LO D FOR ALTERNATr IS AS H ERM0. CONTACT THIS ETIGINEEbt EFAN CALCULAT30f A , -AS OCTAULMO MERIENI IS GENERIC AND GOES NOT PROVIDE M ' r&H IliFORMAMON FOR A SPECIFIC SJm!. MR SUC CONDITIONS DDIFERehl FIROM THE CONDITIONS DETAILED MERSIN, A LICENSED ENGINEER 9 RgISTERIED is ARCHTTKT S­ PREPARE SITE SPECIFIC DOCUMENTS Ma UR se CONJUNCTION WITH THIS �Mlnn 6. DESIGN PRESSURES NOTED HrEIN ARE BASED ON MAXIMUM TESTED P1161115URM DIVIDEDDYA 1.5 WE I FACTOR 'TO M NOTED EA1 �"SeOCRA%"PIMISAIETOARO'Or'HT4q: I IS, ION-RESW PIT MATE L AND4HALL COMPLY WITH SPESt.N.C.ATIO CORRR I FUA MA ALUMINUM SrRUCTUReg' SECTION 13 BY THE ALUMINUM A S 7OHNS A INC., & AN Y APPLICABLE FEDERAL, STATE AN LOCAL CODES. a STr AUL STORM PANELS SMALL 80 24GA L,012" 9 S RM PANELS 51HALL CONFORM TOASTMA833STRUC"TURALQUA�ITY STU I, WO G�VANTUO COATM WIT" A MlNIMU M " ­& 1 KSL IV. ALL ALUMINUM IXTRUSIONS Ii BE 6063oTil ALUMINUM ALLOY. LU UNLESS NOTED L CONDITIONS DITT1. PANELS NAY BE MOUNTED VER11CALLY OR HORIZONTALLY APPLJCABU. 11 CONCRETE ANCHORS NOTED HEREIN SHAU BE EMBEDDED TO NO CRACKED CONCRETE ONLY. INSTAL ALL CONCRETE AN04ORS PER MAN UFACTUREAS RECOMP19NDATIONS. 12. THE CONTRACTOR 15 RESPONSIBLE 10 INSULATE OR PACTICTALL ME BERS FROM DESS MILAR MATERIALS TO PREVENT ELECTAOLYSIS. 24." SWINEEP.SFALIMtDHtReTOVALIDATfSr.TltUCTURALDESlGt4Aii SHOWN ONLY USE OFTHLS SPECIFICATION BY CONTRACTOR, AT, In. 114 MNlRtS6UVeSMARMUWTH2%eNCCNEMFO*%CMT&�.AC�s 6 NCLUDING LEGAL FEES & APPELLATE FEES RESULTING r M MATTA.1- FABRICATION, SYSTEM frierTION, is CONSTRUCTION PRACTICES BEYOND THAT WHICH 15 CALLED FOR BY 1.0CM, STATE, & FEDERAL Coon & FROM DEVIA12ONS F THIS PLAIN 10, 4 IS eXCePTASEXPRINESILYPACIVIDED HEREIN, NOADDMONAL I CSROFrCAT[CNS 00 APIPIPPIATIONS AM I NTSNDSi 18 ALT RATION A]DOInORS..OR�MMARMNCMrO�ffi�UM� 0 SO 3 I N NOT PeRMITTE AND ENVALLOATE TICTS CERTIFICAMN, A e 0 ? "I 1PAN L5 hALLBEPERMANENT LABELED WITHA MINIMUM OF (1) LABEL %,IR I VrAVE30FEU.CONTA3NtNG7LAYEM�LthYINrMFORMTION! 129�� III TAI I 1543 1 VI6rr ECAL.C.1-0131U3 0 �-Jffl Pon MINIMUM ALLOWABLE SPAN SCHEDULE W I &PUMILMO-HETTE., crillbrTIONS AT TOP OR SDI`YUM FARE. LENGTHIS, LESS THAN THOEM MOTED IN 1AA11 �� ARE HOT Acon"Aal. .� MoSIFALAUGH. 1%MKnVE �mn- Illov, IWIEREETHIM.GMAR.APEPOT Tia A � APPLIES To BOTH 2� A I- .. Wr- I— SUITE) AND I." PANELS. -11 F.Tmew. IF 2.s. OF , as"o L Z I NAEl � TMAN .-MUM USING ONK IT) or - 0#"- 10, o' BOTTOM 0,�.s ft. Id: CFE`NNG Inat Di`Ah -- .1 MDUMHAG �M- SHOWH 1. Q_QP T RI ­FE N I �N �TN A I �N A G D ETA ,TS U, u ffl ALLED LLJ -cIUW SOPEA, -. 91.1. Z1 ,WPM ­DW/W"Md.. Gil F AT =,I M"'� ANCHOR, -11 AD. 10 20-31543 WIIPT Ls- A I L:12 0' �,­000ii�vs j t-2 250"] 0094, -2 290' Sir in. 22- 0.094 9 621 -4 J '49. 18YGPA_ .004' 094 TYR T G., 2 J1 1 4 So ;4� Vis 4 I _A7 , h I'L CHS, 1,930" 2. 000" G,0,E -4 2GDO' AD 30" 2. -XD62'. 250 2AW. I- TYR IS 2.020 R". 3.390" MAX. .31 D 376- L-- 1.51 L5604- sic 0. 0. 0 313' i �j . IS 0.19D", 0 390" 1 7' �4 G.3�66 I - M�Z':!-qJ 6 ON 0 12.500"PANEL COVE ­ �Adili 7�,_ 14.075' PANEL LINE ,Do .5 �4 0 1FTr !9 -0.' 7�-Doqcr R"­ T= 1" 21.5 IT D` �S�Wl D R0.13S­ .P IS C1.215 TYP. ryp 0.090" 0.70 T O�957' &I ANGUE- MACK Dill- T 0.129 MITI,. ;,xw:w I AGO" OVERLAP 25' MAX. 4' MAX. OXENSTOLOSURIT DETAIL A GAWJT�-�.­ I In .23* MAX. MAY. ,/71IT1111- 1'"I IT- W, BUILD'OUT Uj CESTANCE 1 ODD' MRX "I T, �1` T EMBED 3.02(r., W ­­.. nc, A'- A 25-14AX. 1.580" I SOD" MAX MIN, 0.1AV.M F, 60 �j0 MKQUAT CLOHNURE MAIL ANCHOR SPACING SCHEDULE: 24 GAUGE PANEL5, PANEL FASTENERS 0 12 5- 0 C, 2.31" ISCHIIII! OfSTANCE AN -Rd"' por�mit TTPII fridin $11" UP 10 V.1. S" OF To 01.4" I'm in, to 2V-I Coils TYPE Cl <2 Ca CA COMM TYPE Cl C2 C) C4 Cap" TYPE C2 C3 CA 3131 1131'r C.� 11 01"TIATRA(D. 'AL, 1. 0--- 52 lzmrq !� 9.1, 6.1" J.'W" ' LO' Iz. - LS, .1', IN0, all 515 -IT-S. i:4!r** 16,d. To V, IS.C11 9.3" so, 81 L2 5 iLs:'. 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I. 16.01, 1).611 11; . 1.2.5" l­ .., 16.0" I ;,;.. ;,._ 9,6" 5.6" - ,;- I2.V 1:. 1 1*6 L. - ;,a- l 16.0- 9.6" 5 1/4'. 1-1/4' CPHKP 33 TAP CAR 'CFAS' 41 40 _ma� 11 1,I 1211 =25- 5, 14.0" l6o, ROIL 13.3" 16.01' ILIA' IZ.5* Yv. 11. 1 160, 16.5., 111.V 1115" S2" EM 9A 12N; 12'sil lo.o" 1.2 15.0... 9.1�: 11.51, LI,51* 16411 1" ldol� Ili 1.11" 16.0 is ill "1 -.1 12. S" l2.9" 9.1 I6.D- tj�_ 7/1,1 . jvr EASED ITJ .11 41 Hi BUSHING 48 I =Irl 16-11 8. "1 2. 5" 15.5 - 6.()" 5.1' 12. U5, ISO` 701, V. A . A 1. 6.23, CIO 4601 4.0" 4,7'� 4 0' 4.7" 4 (r ANCHOR NOTES: I ANCHONSQIEDULE APPUES TOALL PRODUCTS CERTIFIEDHEUIN, BUT 01U.Y PROVIDES MAXIMUM ALLOWABLE ANCHORSPACING. MAXIMUM ALLOWABLE $PAN$ AND PRISSURM INDICATED IN SPAIN SCHEDULE SMALL APPLY. 2 ENTER ANCHOR SCHEDULE SMIEDON PANEL FASTENER SPACfNG. THE EXISTING STRUCTURE MATTRIAL,&ANCHORTYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPAMSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE) ALL*H*- D'U'-HIE DERS (INCLUDINGSUILOOLIT ONOJITONS� 4. ANCHORS SHALL BE INSTALLED IN ACXORDANCE WITH PIANUFACOLIRIERS'RECDPIMENUATIONS, 5. HOLLOW BLOCK MOST STRUCTURE SHALL CONFORM TCASTIM C90 BLOCK 6. WMUM EM:EDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM EM EDMENT AND EDGE DISTANCE EXCLUDeS STUCOO FOAM, BRICK. AND OTHER WALL FINISHES. WALL FINISHES SHALL BE UMLTEOTO t/4" MAX OR &HALL 6E VEFLIFIED BY OTHERS 70 ADEQUATELY TRANSFER LOADS TO MOST STRUCTURE 9 WHERE EXISTING STRUCTURE IS WOOD FRAMING, EMTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENEW ARE INTOADEQUATE WOOD FRAPTING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMNG, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2- X 4- (MIN.) WOOD STUD (A- EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SMALL BE -SOUTHERN PINE' G-0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHR LUPS PAN HEAD OR HEX WEAD I I REMOVABLE ANCHORS ARE. DeWALT PANELMATE, AU-PONaS 501"ET & BRASS eUSHING L2. IAACHXNE SCREWS SMALL MAVE 1/2- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND 14AY HAVE EIFTHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (FADeWALK SOLT) U N.a 1 3. MUNIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. L4 DESIGNATES ANCH CONCI DNS TAH A I Is DIRECT MOUNTING CONDITIONS. 16 LINEAR INTERPOLATIDN15 NOTPERMET-TED FOR USFWITH THE ANCHOR CHEOULESUSTECON THIS SMET. L, , J5 A-4 ON cn ;2 LU 20-3 -0 0 (3) C- Z3 & 0- 0 70 0 (a) 0- -0 1- CL (a) Q) (D -0 0 0 -M -0 0 0 & ca- CZ -- " 0 Q) 3: C_- M L 0 -0 -+-- U- -b - CU CU E 0 > 2 0 0- ca- C/) < Z Z W Mj C%%l 0.1 , C CA ALAJ M C.) '00", CCJ LA ­ CD C= Act CL SID E Zj C9 U SIX :SA W = C, C3 W C- M C0 0 L- CIL 0 -0 0 a_ LLI D- SHEET NO. SH 1.5