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Home My WebLink About36548 Garden Wall Way121 _ ,; ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.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 orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galv. 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 C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or CIg. 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 SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL 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 Lay. 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 ILL 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 DIED 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 LINO 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 / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC 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 Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. 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. LENN/�Rffi 1941 Al B1 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 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN 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. N c.r C%A O -a > W O L � O dr_ C <9 V N m �7 X N = I.L Q •N -� N _m®CID Q N � 3 y' as � 3 3 % Q DEC .2 0 e E• _ V rr_ <_9 , a� .•O � i� •osax oar �\0' u• 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 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) W -O oE aCD M 8 0 us 0 oo N m =3 a) w N uS M v # w Q J W JwLL o. d Z — CS Y -Cu c CO -C @_ o 3 �. Co Z Coco Z N Q J LLW in�pm w Z N O U W ❑❑ z N M o z z o � et J N M N z 4 -1 LU O W o N c wd U � 1 i � _ E 8 m1 tom.. = w U 'o w O _C N OI ti o w M M z ¢ o z z a J Q E E m _� QO 0 zo QN Z Q Od 1- B — ;F.UO KU a Do O¢ O E o Itwo p <o a z �J rp Y m� O Z � z Z z N Q � o� dZ fin W > W 0 o a. �3 �o O V 5 a = 00 No = >� J L 0'' Y rn Qco cc U o Co o YCIO V) m N m LO T Q O � N I o N �• ` L O L J rLO o T E -E o z Z Z E E y O cp a E U Q p c c � JOB NO: 22-09409 SCALE : AS NOTED SHEET NO. C S I II III IIII� I J__ —1 i cm -v J m rn un S 0 C -72 0 0 J rn 0 I N rn LD LO L v o- 0 0 0 0 J 0 I (V / LO L0 v 0 O c 3 a N N v Cd E E O v J N t7 O UI U 0 i 0 v J f N O 0 00 v 0 0 a CV O CV 00 0 0E m En c c d W, Ell O A O S3 EGRESS EGRESS - -- I_,00 , b O 0 ' 5-SH AC PA �\ ----- 6 --- N -- 36 16" DEEP PANTPY w FIBERGLASSo� I A IM I SURROUND ` ■ I � I-- RANG$ _ I d--� TYP @ 1 to I \ \� MIV X1TI oTI 016 STORY 21'-2" I ` 2'- 10'4" 1042 2'-4' I 'FP 5 11'-0 07 o C7 O Q TI E w/ ISP �_SINKI T T OP \ I (00o CAFE N T Q C J r-- I ; -_i___ I T ; BEDROOM 3 8'-0" CLG. I 8'-d" CI�G. - T B E D R 8'-0" CLG. U) o T VAULT. CLGBEDROOM PATIO N > 401 U L -D.W.J o I .. 2 CARPET TTL - CA PET M:W cnw o T CARPET I o ==_______] -+- --T- - --�- OPT . 8'-0"CLG. I CARPET I o ao �o w � (0 Lnio 04 r MO w - - -C== _ _ I REF.I ! fn 1 V-78,I - -. l--� -- - 5068 B.F. LM 4068 B.F. F, 6-10" - 4'-7" - 4'-0" 8'-8" 64" 14'-6" 5'- 7'_6" N - - - - - - - - - - - - - - - ca R&SR&S 2668 Cl) N --- ---- -A ME HDR AT T-4' --f I --T--�- - I 23'-8" T-10" 7'-8" 10'-108" j '-6' 7$ 5'-3" rLIff - ' OY� O ENTRY E `° = 2:12 VAULTED CLG. _ ,� 1 19'-4' T CLG. j 3068 -- 1 1 8'-0" CLG. T OM � FAMILY RM c" I 9'-4" CLG. R.A.G. ! - 2x4 #2 SPF CARPET -r_� -- F (3) w/ K DTT2Z @ BASE C T. ! - 3 S3 1 ;- - <D �I (� - f71W s�, r-------- --- I NOTE: FINISHED I I JL AHU g_ CL(;--� I�ILE II 11 I WALLS TO BE I FLUSH. VERIFY IN I I I I S3 5'-118' 4'_0" 1 FIELD. I I I TYP @ 1 STORY I -- - i OPT. D OPT. I I 1 1 I _1 lu)l I I I I I I I I I -- ---- - N3 (3) 2x4 #2 SPF w/ IBERG DTT2Z @BASE SURROU SS MI D I I x1� UI �' �I I I I o 1 1 I -- -R&S --- -- l I HANSON I - co 60"x36" - -- as K 0 w I I SHOWER BOX @ 36' ;v I I - A.F.F. I S3 0> O 17 I I o --�L - '" J821 DRYER VENT j EDGE OF SLAB 2" BEYOND WALL3;10"2 I p I I 68 ROOF o I I =�U) UJ 1T-8" 2668 7 8„ I 20'-08 I oTHRU I c� I 75� I 1 3'-0 A CAR GAR GE M C7 I 00 I2 I I � rn w ■ T OWNER'S SUITE -j oo - O' - �'-0" CLCS. , - -' W.I.C. 8'-0" CLG. j 8 0 - CLG. BUILDER TO PROVIDE I I I I 8 -0 CLG. CARPET I 2'-6" APPLIANCE PROTECTION I I I `S II O WHEN REQUIRED PER FBC I I I TYP @CARPET 7 I E&11 0 VERIFY LOCATION N ELECTRICAL PANEL I I L-----------_ GARAGE OPENING 0 -I 5 SH - - - - - - - - - - - I 6" DP.T I R&S o0 -10" VERIFYMETER LOCATION WITH BUILDER 15'-0" J H.B3'-0" 1'-4" T-7" 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) - 1 314" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required FYW/ PLANCORRECT LENGTH OF HEADER REQUIRED PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND LSRE UIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X25 S.H. 13 20X38 1871X374 S, H. 14 20X50$ 18JX50 S.H. 15 20X63 18T'X627 S.H. 16 20 X 72 18 J X 714 S.H. 1112 271/4X26 26X254 S.H. 1H3 271/4X3828 26x374 S.H. 1 H4 27 X50, 26 x 1115 27JX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 4 X 26 36 4 X 25 1/2 S.H. 23 37 4 X 38 4 36 4 X 37 3/4 S.H. 24 37 4 X 50 J 3617 X 50 S.H. 25 37 4 X 63 36 1 X 62 1/2 S. H. 26 37 4 X 72 36 J X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 J 52 J X 37 4 S.H. 34 54X504 5271X50 S.H. 35 54 X 63 521 X 621 S. H. 36 54 X 72 52 4 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 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 Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 IS SEE SN SHEET OH SEE SN SHEET 14.0 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 ��111111111111111i , • . 1 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 11131" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTAL AREA 2376 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-B1 EXT FRAME 2 x 6 CONDITIONED CEILING R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1� GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: 14"=1 �-0" I (GARAGE / LIVING) coe c� o o d LU 3 W O w5: C V C cc C..) N C:3 c W>< to (V Cn d E c c� u = Q 3 w c � .._-... ca o G-. fJ 0 d�j� .�,��;t1114R39di!!E9 �1• �a`� N -I r,7 0 n � 0 Gj 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a 0 E � (� o oN o cm co 0 CLLV) IQ V N � LL lc:,: J U_ W W _J W- 0 . n. R Z m c a0' L L6 Z ?� O W3) .@ cV °. z M J L N Z Q Z N O U v 0 W E1❑ V M � Z N M o z o Q J � an o - R(U � W � l 'I�' • U - � 0 cn W p � U W N E- J E M ! . lam' O S Q N o O J w [" J M J o z z 4 � 14o LJ_ � E a zo - oo w� >N a� zo FCU - r6 x0 a �0 U o< O CV '0 ¢o z r� r� J3 � , gym O OZ '<z zY - J a m N 4J Q < OG zo <3U a w U 3 <o zF az C� O C v W 0< a� 'C 0 0) CU co CT .. = r U) m co N m c LO r O N 0) ca O _ d' N V/ 00 LO r LO 00T a) C`') o Z Z E Q y a E U 0 v 4? Q p c ) JOB NO : 22-09409 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE q CABINET O0 � O~ O~ U- Q IL Q O i tV M M M M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CV FIN. FLR. KITCHEN 9 80 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. x TOWEL BAR ON BATHROOM WALL SHWR. a VALVES w - = o r `� SOAP F - C O 00 o DISH U r r t r co co 7TOU B BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY M O CV OPT. REF. 0 0 0 LL KITCHEN BATH 2 O 00 4 MIRROR OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE o CABINETS - 00 U- rIN r C° 0 2x _ T >- LO 00 FRAMING -I 1 /2" GYP N �? BOARD FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER SCALE: 1/2"=1'-0" iM 0 00 0 00 r O T N CV FIN. FLR.j jLj j CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 C= y w c C= ® N N t N a7 O f0 Q N � L c ac 3 cc L '_... �. Cl) L CU O �r rY •� T C E _ L v.- J O v, p J�ti+l •. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N! W Q E o � � ® O (v � ��., 00 a) N m rb 7 N N r r _ N Q �040 2 # lL C J LL 52S W J LL � 4. Z W — O 0. Y @ C 0 L y 0 Z m W LLz C/) I . J ,� N Z Q Z N O U U W 17-1 El U z N M o o z � N Z r; Q J — tn--� V O I '1•T.` � a w a ° U OW p N N .) U LU 09.... - _L.. N U o U, ° � ® CD o M o3 Z Q J QEQ OU w r oLL =® oa (O F <O UO cc O C as o ¢ z 01 az N i Wo ao W w mC) U) - r U Y 0 U � O o 11 J ¢ D QZ W z Z N > 4) > of z aO Q nw a- o w >° O za 0f7 , �� N O = Ln .-�L0M � c L � O O T LO c T QI 0 N M coo d- 00 � O i.n 't roo T E 00z z E O N a E 0 -1 Q o -1 JOB NO: 22-09409 SCALE : AS NOTED SHEET NO. 2 n Sri i ; r.. J m rn rn v t v- cn 0 Q O 0 J O O� O I J m rid `v 0 Q d' 0 J O d- O O I L v C N �QO Q C C-1 Q N 0 a E E 0 v 9 J y LZ rn c U U .o d i a c 0 c U J N r O 0 00 45 0 a cV N O 04 1-7 0 a m ,a Cn N 0 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 SHINGLE OR TILE ROOF PER 5O COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS TT T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) F. FL. 12 5� DDE177E10171L�j F171 7E] 16070 OVERHEAD DOOR +3" SMOOTH TEXTURED BAN T-0" RIDGE VENT 8"x8" SMOOTH TEXTURES CORBELS 12 _ 12 5 5 12 5� /.i 1" x 9" SMOOTH /TEXTURED FREEZE BAND HEEL T.O.M. — HDR HGT. 1'-0" FRONT ELEVATION — 131 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" 12 �5 M 9' RIGHT ELEVATION — B1 3'-0" REV. 09.24.21 e., 0 CIO c�a o � V/ d G =, yr 0 an o _ m x N O (p � iL c'V ''.Et c 3 t6 w 3 '- : v m CD c a c E fO o L. �\e�N�\\�g1I1011F�Fel/0®Pp , fir `L,`\ w � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal to W a O EE O M U C1 0 N o N O H � LL7� � QC" N M V 22SzS � LL C J LL 5 o LL L 5 a z 0 0 —CZ3 c: d Y _ co O W Z LL U U) Cj m Cl)Z Q J Z00 N Ov U W v El❑ Z N M O O z�N v zo� J ti I /� vn', M z/n �3 C W _O ; U cs " W � m U OL.Uo �M *L' w uss M U c J zL �. M O l oD 0 N � O W co co J o Z Q � (6 E Q OU z o oo w > N Q� zp oa OU &` 0 00 o� o E N a0 ww O i ao m � ra Vi C - oY .o O °LL J aw N < zo a O Z. w ¢ _ O0 O ONJ ZIa= a ° 3 a, >� J LO LO ai 03 r0 �� co U L `ATV{ A Y T CN ' ^ t-- O L N 0) CIO N 0 (D \ .Q 00 a)LO 'I,' T Q CD 00r— °� E w 'E M o Z z E a`Ni m C @ 0 a N C c JOB NO : 22-09409 SCALE : AS NOTED SHEET NO. 3.1 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 5� 5068 SGD OFFRIDGE VENT�4' OFFRIDGE VENT EXTENDED OVERHANG T( BE CENTEREC ON DOOR 12 Zz:�5 - TC)M 2 35 SH 35 SH ---------------O--------------------------------------- --- REAR ELEVATION - B1 SCALE: 1 /4"=1'-0" 14'-0" RIDGE VENT 12 1" x 9" SMOOTH �- - - TEXTURED --�5 FREEZE BAND T-0" RIDGE VENT 12 ESMOOTH TX �5 TEXTURES CORBELS �— ._.. SHINGLE OR TILE ROOF PER --_ - -- - - _-- - - - - - -- - - - - _ - COMMUNITY SPECS - INSTALLED PER UFA : 1 1- _� -y - - - J=- -1� - - - _ _ -_ T.O. M --------- - -- -- -- _ -- - - - -� - - - - - -_ = - �— - —�T- ----- ---- HDR HGT. 11-011 3'-0" TEXTURED TEXTURED CEMENTCEMENTICIOUS o FINISH ON C.M.U. FINISH ON C.M.U. ap bo (TYP.) (TYP.) --- F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 1 /4"=1'-0" REV. 09.24.21 Cam/ t\ C-A C= CV C`d o - ao -c :2. W CD ® O H m ® L (n N C4 C CoQ: d N }� r W CU G C •� O w Q 3 a • ar. u d y` C C E � O C W N rro�i ��®0 ZZ a �p. e 0 0 L pROFEss\O 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W a vEo O M U V O N o � _ C �u7C? N iIJ cnF- r--� , Qj CM V LL Q J WLLLL W LL 0_ Z 0 -j - W -2, -LL (0 L y0 p W O O W Z LL � J QLL Z N Cl)N Z O U u) L) W ElCD V M z N M O O O z � N z o � Q J — IL � r Vn)t M M Z :L� (D W `o LL Cn W m U 0 N W O C o tip U � c LLJ - E r S � aj 10 t N 44 O W M C`•J 2 o S z z ce E E W o ¢N ?© o OU i— CL a � E X &¢ az 1 OU o< Q wz CV o ym I- Q% Q W OEM op Z do Q U wLL ao �w �- oz =3 (7 O a x 01 V zI¢ �C:) > J r / N m Q`LO'W1 cM Co 3 O Yco r m : L / 1 /� r Q O -0 N I c N r CLD - T Z M o m z c E O <° c a E U � Q co JOB NO: 22-09409 SCALE : AS NOTED SHEET NO. 3.2 1 41 i sl Er f 3 m rn 1.0 `v CIO 0 0 0 J O 0 I N S J m L0 v C Cr V) 0 Q 0 O J 0 rn 0 rn ILi i 7 c� o, r�- Q N O i a E 0 4) E 0 mlo N U E 0 U i U a c 0 0 OU J LZ N O O ci 0 0 d N NO 0 00 46 0 r m rn 2 1 N iv 2" eo CO 1" VARIES12" *NOTE: 1� FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE ill 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2" 21 N - o c 32' 11" 32' r' 1° 1 -8„ 7 1" 1" RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS 4 1/2" RADIUS 1" 4" 22, 12 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1 54 HIV VARIES VARIES VARIES VARIES BASE Cl) M MIS Mlv IN T (p � CAP iN - �° 1'-0" 1'-4" 1 1'-4" 1 , _ cD `~ BASE 4 34 4' co rT� 1 „ 1 „ 3„ 4 41„ 4" 2 CN N o TW rN 3„ T 3„ 3'. 4 4 I 2" - ri� c%Nv d VARIES 1z" 2„ 2„ yam. N 12, 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES EDGE OF OPENING 8" 2" LU 1'-6" 011 O W 1-1/2" THICK W M 1-1/2" THICK 21" 4 _ -IV IN M & 4 1., 2 I I 10" 2„ 4„ 3, N 10" cV 6' 2" 2„ iv � cD r TM M 24" T a0 IN � a" 1" 1„ 2 � X Q 1-1/2" THICK 2'-4„ 1'-4„ 3" 12" ��-JJJ 1f`Ij 4' N y o ZV � 32° -IN C� r M 52' 1, 5„ 52 51„ 4 � n 3. �l 'all Q 12 44 VARIES VARIES VARIES VARIES 4„ 8„ r--------- I oo `° R6„ `D 2 32 KEYSTONE F11 b OPTIONAL I'll4ll " GARAGE DR. OPENING 4" W KEYSTONE F11 OPTIONAL T. 3 4 4" WINDOW OPENING 4" 4" NOTE:•INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" (V CV R44r 2 VARIES 2" oo (V 1 1 rM o co o v c� M O NOTE: • FIN. SMOOH • FOAM/TEPS 3'-8" 4" S-0" 10" T-4" TO HAVE TRADITIONAL LOOK & FINISH MATERIAL IS ACCEPTED 4" 10" R70„ M 111, „ 11„ 4 634 4 Co 17 b N�E 11„ 2 EM 53„ 4 2'-1 1 _11 53„ 2' 4 11 �� a cD iv 1 " N� 1" M � 12met " GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH cv tv C'j N o 7 W ✓ O s.z co >e M o •N C... cc d Lr v ' 3 ea iu y m s3 y G. C � O ram- V O CV CN O CV O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E 0 a � V 00 0 W N m $ N rn N v) # N � C'4 0 # LL a Z_ O' L W Z '10 CV (p U5 C' Z IL Co J Q< X) N z N O U �d chi Z IN 0 U) V M � z 0 00 z o 4 (Z. N N C7 N z C V1� W o 4_j W o O Ly N W J Uago c O LIB.. V O N 'j) ®® N � w Mm M o z J Q E ECU O z o �o z > <R oar <o o Ea aF O< a= Z. CV woo ¢ ¢w 1 Cn C ) o Q o� m F z m QW 1 fn N < oa Z Z ao Q 'S w� �W 00 O Lu aF Oo3: OZ¢ .o 0 Al �r_6 J LOrn Q 0 �^LO\\ =3 C:) C:) � Y r /^ 0 m c ' rA' r / r Q O 72 N I CIO C) � -0 0 N V� Q 't O LO r LO oo T E ('M c o z z :0t9 E O N `° m 0- E 0 a ui U Q p� 0 JOB NO: 22-09409 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 0 #10 to WH 10 #8 to Range #6 to H VAC METER MAOIN 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL I. Electrical outlet heights as measured from finished floor to center line of the box to be: ito AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FfT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j,4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) IT TELEVISION (OPTIONAL) Tq2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN A IL CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT LP Vv/ NL,. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn nr-n onr7rnn ALI ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" Sv saw cv ® CD o ac� o r as c--) C14 m N iO O L y d O fO Q r N .tie co s c> • 3 Cv L f9 � t37 17 ' to C C G v L CV CV 0 CV O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q 0 E O to 0' O N o C1 'D n O N N 7 O cn�t,_� N Q 13W 0 M V x# LL C J W J ,y LL a a Z ��rn �. L (0 5 Z zi j 'M N C; O O W ��pj6' MLLI z m co Mz< Z N 0 U 0 < W ❑ El M � Z N M o g z N z o � � Q J O 13 U)L,l N LU U O �N c� _ m E t zip _ C) o y c 0 o o ® o � w co 03Y z a � E Q E oCU W O z Q N ZQ Zo F— x 0¢ ¢� � 0 On, o Q ww (V N L .0 % o, cn C: 0Y m � a a� H ZCIO Z� J �z a <� �Z a � 8< W of OCD a J < ¢ c O O -4- 6L, zla a � 3 2 O 0 i C.0 J LO '-n °' tT �\ a ca =3 C Q Ycc T m /� L r a)N Q 0 I O CV W C) LO r LO oo r ai E w M ri o z (6 Z E O a 0 Q o JOB NO: 22-09409 SCALE : AS NOTED SHEET NO. 4 .i, i-i1�- ui. V L.�i�1➢iiul!ui_i�.ia.m r i ri:_:; �.: i i ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" 1., G 'j' � G CC C�4 Co = 4 4 . .ram.. tCC O= k`* y.= N 4,0 v.. O E A O L O w R pt ee0ee sakY1+�D�t�ek .0. �e�RF'6��e5�0 �a R l OD tC o N %� • °`W n� �: z" q 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W vE C) O ch Q 8 O N o (0 C O 0 y 7 SO N � r ti � � J LW� J W LL. 55 d W (0 : �.. 3: O W (0 In �. LO N Z Q J LL ILW Z N O U c> < oa N M O 0o N � o � r>, � N M V) a Q) 0 LI o UI) usa �N W Uj c U o N O O w M M z o z z¢ LAW CCi E zo o � >N a Q 8 of z© cu M Q V O _CL0 O O �¢. U OQ d z fo W o G J L • (B ViY ❑ m 0 O O, z U � N �z z 0 Q o a a mz U y < ao = �3 5j oz x� (7 O a x CD V' Uz O C O i L L '^ u ! m Q CD O O Y T m U) 0 N r 4-i C <C 0 t7 N I N T�CD 00 \ i u O T (D 00 T E E V iii Z M z :3 E O N m E U a Q p JOB NO: 22-09409 SCALE : AS NOTED SHEET NO. 5 3 o- 0 O O J rn O) O I m 0 Q 0 J 0 rn O I cn� 0 C, a C a E E O S v 9 J y t� y U E U N V N O Cl- L) J N O O 00 ui a 0 a N cV O 0 00 Cn Q m 0 C C d -0" 5'-10" A TYP @ 1 STORY S3 U.N.O. -10" 6' 10" 2'-106 " 5'-11 ■ ■ ■ ■ ■ ■ ■' -■ ■ ■' '■ ■ ■ ■ ■ ................................... r _\` _ ..... ..... �.:.. _._ _._ . 1 �. .........:: . I \ \ HVAC CHASE \� \ BASED ON \ i o I ; ■ LOCATION : I 1 "' \ \ \ 16'-0" 2, 94rr II 6'-10" . ' ..... r I I ■ 01 — -31/2" L M \ \ SINKDISP } } I rn in S3 \\\ 1 rr=—=��(---- ;; :: :: 111 co A o S3 \ \ \ I D.W. I III , II III \� \ IIL JL JII r I} N S3 cn L — — \` \ L==_JL==_ —J __ CHASE _--- TOISL�jVLD =_�; II s } \�I? I TYP @1 STORY U.N.O. ■ , _ \ fIII PROVIDE 1 / RECESS CJ — -----—rn-- — — — — — I '- CJ OPT. — — — • — T l — — — — — 1 — — — .. , STEPS AS REQUIRED I FOR SGD. REFER TO \ KITCHEN ISLAND 1:: III REF. I; ; " " " " • • " " " " " " " " ' " ' �,. 10'-104 PER FIELD MASON'S SLOPE FOR \� \ LOW WALLS III I" ; :: CONDITIONS I WIDTH \ \ 11L—• —J. _ \ \ 16'-10" 12'-10" \� INDICATES FILLED CELL w/ 3000 PSI \ — — — — —.— — — — CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3bdb4,DSI CONIC. 1 TOP OF CONC./ PAVER TO BE ' ■ ■ ■ ■ (2) #5 REBAR TYP @ ALL PLACES SHOWN I SLAB FOR HERiVWDO 0'-0" ■ 4'-8" 3'-8" 4'-6" VERTICALS w/ in HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY `� \ 4"BELOW FIN. FLR. FILLED CELL I W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI CONC\ PROVIDE)/2" x 9 %2' STEEL" SLAB OVER 6 MIL VISQUEEN RECESS FOR FRT. OOR I? ' SLOPE L 1 VAPOR BARRIER \� \ \ \ 2'-6"x2'-6"X1'-0" FTG LO I �J. 3 `'S' I S3 - r 7 s 25'-108" \ \ \ 9'-58' W/ (3) #5 E.W. 0 ■ K CC CJ CJ ` I (2) #5 REBAR S3 S3 S3 VERTICALS w/ in TYP @ 1 STORY I c� M I FILLED CELL I 2'-6" x 2'-6" x V-0" U.N.O. I • r 3'-5" 7'-1" W/ (3) #5'S E.W. _ _. 2'-6"x2'-6"X1'-0" FTG �. W/ (3) #5 E.W. G S3 y — — r — — r — — — — SLOPE 17 ' ch (2) #5 REBAR VERTICALS w/ in FILLED CELL 1 I — . �� • .... 1 :: L J I II I OPT. D 11 1 �� r)PT. W -3 1/2" 1 ,' : I f .......... �.. �r_�_ . ------- _ ■• co 5'-3" 1' 10" 3' 6" I N = r I o — CJ ; : cJ — CJ • I 2'-7a" 7'-11" 1'-I EDGE OF SLAB 2" rn BEYOND WALL tK J S3 M24 1 S3 20'-6" ■ I I BUILDER TO PROVIDE : O 0'-0" :: ; • 2'-6" APPLIANCE PROTECTION I WHEN REQUIRED PER 11 4'-0" 12'-1° : z FBC (2) #5 REBAR WH VERIFY LOCATION VERTICALS w/ in L_--------- — ----� /— — — — ----�::i — N ELECTRICAL PANEL +— — FILLED CELL-- — —LF . .:r f . ■ . > :! :r r r f • �r > • r r " • w r . r . " . . . r r . . . r :r r r . r . . r , ■ ■ ■ ■ 1'-6" L 5'-78' A S3 TYP @ 1 STORY 6-42,r U.N.O. a 6-0" 6-0" 6-0" 6'-0" 55'-10" 65'-0" VERIFY METER LOCA ION WITH BUILD R 6-0" + H.B3'-0" 7'-18rr 1 r-4" 1'-7° 7-7" FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=V-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 Tj z w J cn a 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. �'- • I *Alternate: 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 ZU c > w � � o C f4 C� M ® N cc c= y .d .N N a7 C co Q w N d N co 01 V 4 3 cv c o (n E � o � v C, 0 9t' 0 � N uJ `. ... 01: •`f�flr3lt;iiE 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code -. Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E 0 o r, o O o N O r N N N r 7 LO A ..@J Ll.. LL LL (� w 13 C J LL W o Y Ro � e Y W � M N V W ��pj ; . w 0 Z N M Z Q ILW LLLL 1~- Z O U 11 El v M 0 0 o z � N z o � J — � r M N z c� IrW1111111111111 o v11 LL � T Cn W w oo N c t�04 .) W J � — _ Q I old L U U 8 L ¢ �Q ti o C.0 w M M p z z � Q E o o Zo ca i_ MU 0.. 0 00 O E % p a N o <o m� :3 O L' oz 60 U �� Z aw 2 O z o cn- o� U az U <o O a ¢ O O co �IU a F °O Oi >� J LO 0 Ol co ��LO QCc co C� T- O Y cc m LO T Q O 72 N I N T 00 It LO T LO oo E C7 c 0 Z c6 Z 3 /i E C m c a. E U J Q 0 .J JOB NO: 22-09409 SCALE : AS NOTED SHEET NO. 6 rn 3 J m rn rn 92 v 0 a 0 0 J rn v rn O I m rn L0 1.0 O .a Q 0 J 0 CO I A L0 v to 0 c H a N 0 a E O s v J N t7 0 U O 0 U N U a 0 J ti N C) 00 ci 0 0 d N cV O 00 0 a m v ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION 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 -60.99 778.58 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: 7/6' EXP. 1 (24/6) or %2" EXP. 1 (33/16) TILE: 1y32' EXP. 1 (3�/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 'X32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" 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 a=4ft GABLE ROOF 20 TO 45 DEG. 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 [4:12]- [12:12] W/ BLOCKING PER NAILING SCHEDULE. (2) (2) r q A S3 < ¢ ¢ ¢ a ¢ a N a ¢ ¢ ¢ N co U N U C7 U¢a CJ11A Q Q Q U_,�� CJ3A CJ3J5" CJ5B II M I II EJ713 EJ51 a EJ51 11 I jV7 I EJ7B q EJ7A I D1 CJ3 EJ7A U CJ1 " \\Nx� �j S5 EJ51 II I EJ7A I (2 y�sj I EJ7A itI I ¢ X N CJ31 U ,I IEJ7A I CJ11 1 \\ MG 1 EJ7A 0 I I ¢ I G I EJ7 EJ7A q G 1 � 7 D1 I S3 1 1 1 � EJ7 I EJ7A (2) 1 � 111 EJ7 EJ7 X �- EJ7 EJ7 EJ7 q II I EJ7 I I I S3 EJ7 II 1 EJ7 1 1 CJ5 CJ5 CJ3 LO CJ3 CJ1 LO � U U U171 CJ1 T U T (2) q A S3 TYP A (2) A HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 * 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & . LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 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 (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I IW O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) Nk OR 2 PLY :ARRIER FX CONTCLEDGER� (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—B1 SCALE: %4"=V-0" c�a C= c q_ O � Q o Cy m x cu-� to Q d N N E s s as c = Q oc.. '3 ea c o a+ ea c � � o 0 t�r[y4i �+ / 0( " ,,.. � To the best of the Engineer's knowledge, information and belief, the structural plans and specifcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a8 0 E C� C INs CD C9 N H 5�; U)r`I LO N O C L J Lu J LL LL a- CNM /n Z 13 13 _ d L (0 Q W Uj w 0 = 'M N � o W Z LL c��o m co NZ ¢ r N O U U O Z co W El El M � o g z 10 N z � � J r � /� n�/ I1 M O W V l �-1( (V Cn w N m 0 � w o �y N � _ U)_ U w J 9 i'•.... F- - E C) o m o L2-- win Q N 0 o w co M z Z C LL. Q E O - 0 0 z© U a0 XO 00 — o f &< a� o1 az N @ i a o ao ¢ oY m� o 0 �g aw Z s< a° son �w v <� o <a C, a > LO LO ai O> Q C0 co o0 o U) m co N m Lid c T QI O N 0 N \ LO r LO 00T E CV) Z Z E 0 W a o U _j 45 Q 70 p C JOB NO: 22-09409 SCALE : AS NOTED SHEET NO. 7 u>a z Q? 1I � � ' ,.I UI.I�„1 �lI IIIir-n 11 F.Iil, 1,, V I: i,� i 11 3 S J m rn r0 L v D 0 0 0 0 J M 0 I N O] LO rn LO v U) C) 0 0 0 J rn rn 0 I N rn LO v V) 0 D1 3 H Q N N E FT CN C O x `v C G J Cn 17 0 46 UI U N 0 U J LZ N O 00 cl- v a a CV CV 00 45 0 v a m v 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 L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`321 13/1T FORM & GROUT SOLID UJ (V Q r U O #5 BAR CONT. 81`12-1 B/1 T O W" LINTEL DETAIL TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J¢ w 81-16- B/1T Q z m � Z 6 Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #S EBAR .(1)RE MIN. TTOP (1) REQ'D 1/2" CLEAR ALTERNATE POWERS STEEL LINTEL d d a O d ° a .M.U. #5 REBAR AT TOP d ° d GROUT MIN. (1) REQ'D - 1-1/2" CLEAR ° d d a ° < ° C.M.U. d 5 REBAR AT U) = - on w lJ ;i ° O BOTTOM OF I cNn z w ~n LINTEL CAVITY o L) 0 "*-BOTTOM o it U O z - - REINFORCING PROVIDED IN LINTEL m¢ < C7 °D K Z LL - w ,n < _' O 3 N ` #5 REBAR AT BOTTC 7-5/8"ACTUAL NOMINAL WIDTH # (VARIES) u~i uJ a L <' AS INDICATED MATERIALS c�T precasMintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL Q 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=V-0" sv sit 00 G ati C-) O ch C N b X - -o �- o 4n V4 t Vf y O m Q r C'V m °c 3 eo m y a» d m .= c E ra o 0 - ' R To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fA W a8D 0 E S a G=3 c ao �n r N Q 3 r -0 c M V 22 a u- N J C U_ LL w _J w d _ w - o a Y Z m c o' � r m o O W . N _ Z IL U) cp . m 04 N Z Q J N O Z U W 1111 �J1 z N 0 0 J N^' v CZ W 0 o` a--+ C-/> W � n U m O N g = .) wrs U � c W J r- - 'Ej'.. S U U o m U) N m C. C.0 W CID n p zZz Q � J Q E E Ocu -0 Qz 4N zo o0 V O ro X 0 oa az � O �� ww CV � o Go � J L ro U) C - C Y U "m m� O Z F N J 0 y QW � n N Q oa Z Z go Q� a ao o� �- 3 O F 0O C:)a d W �l¢ F c0 0 2 > (6 1-1 C)p Y T m U) m CNN r y / O N CO N 0 0 00 CD CDu! 1 It r (D o T N w � V cM iri o Z Z E `° a- E U � ca Q p -1 JOB NO: 22-09409 SCALE : AS NOTED SHEET NO. 8 liii-ice T9 fir.-- -. NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24 A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 %z INCHES (38 MM) IN CROSS SECTIONAL HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2. 2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 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 F PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 100 C 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 20011b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1 REINFORCING STEEL HALL BE ASTM A61 / A615M-12 MIN. GRADE 40 f = 40 Ksi RE 0 G S S 5 y 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-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" 2y2„ 4„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16"STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4. 7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4,4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1 -0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backflll is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. r inconcretefl r f r subsequent installation f traps, FBC-R R318.1.3 - Boxed areas floors o subseq a o p etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpowy and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 16x7 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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. CV Cd C . N o CIO "a W CV o L1 Q R M Ly C f0 m N ++ C ri p- "N cc O L H -0 N r N O J -cc fV 3 = W W 'y E. c co E mco Q, Fc To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W a v E 0 o ch V 0' c N O C O s�� In �rr�� 103 ej co d- W o J W W J� LL W - o a Z m c r:ao z iV :5MN 0 0 W 0�°' m Z L LL � N Z Q m zOU ry o W ❑ ❑ zM N (h _ O o � N a N Nn, M a `o W LL 4 Cn D O U1 c w co U J nipw _ E I S LL o mn o ¢ o N O r- o o J w M ¢ 0o Z Z¢ 2 J LL. 0 ¢ o QE E o Qz. o� Co 0. mU &< 00 o< O E o L " p <o a z �J cv o Y m O 01, z J Nm Iw rn <� oa Zz go a U w± mw �= <� az o aF �o � V zl¢ d r OU � °O = LO rn @ 11 Q c� CL C:) Gco CO O J Y m m � NO QI Q 2 N 0) O r C`J N 00 LO ,- r L0 -- C) 6 Z E E M a_ E U J D ai Q p c JOB NO: 22-09409 SCALE : AS NOTED SHEET NO. S N c�. 3 J m LO v r� a 0 0 0 J 0 rn 0 I J m rn LO `v a cnar 0 a �t- 0 0 J rn 0 I LO LO c LT O rn 3 Q N 0 i CL E 1,2 _ `v C G J co t7 v E U i N U N 0 _16 J LZ 00 0 0 0 0 N N 0 00 v 0 C) Q r m 0 Ln THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I... I:::::': 1 I'l I I I I . �I 1j. .%Q .j��n .. .. .j..... .......................................... 16GAx1-1\2" LONG (3/4"-1" CROWN) S .'..'.'.. ...... l.. MAX..' ..'. I �: 16GAx1-1/2" LONG 3/4 _1," STAPLES @ 6" O.C. VERT BETWEEN ........ •.......... I STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 01 5'-0" - STUB -OUT FOR 1'-O" oLO o GAS METER O o � U O F N oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4' (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ^ x i 1/8" gap x 12 FILL CELL STD. 90° HOOK - BOND BEAM rn w a STD. 90° CONT. #5 BCONT. #5AR > HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN �!I SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI j '--MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION a" INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" m ax. 4max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit T 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max required when Indicated or 2x :CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor cnlumn w/ Intl. N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 11 box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum): Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate J BC15000s® 9-1/2" 2-8d I 2-8d 11-7/8" 2-8d 3-8d 14" 2-84 5-8d BCI 6000s0 BCI 6500s® 9-1/2" 11-7/8" 14" 2-8d 2-8d 12 8d 2-8d ! 3-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-718" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® !_ 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 5/8" () THRU BOLT SIMPSC w/(22)- NAILS 1 P TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide —1 3/4" minimum bearing for each. -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET �VN.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails SECTION a@ INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Joist hanger t t 6" A %" ROUND HOLE MAY 6'" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN THE WEB. PROVIDE AT CANTILEVER IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 1,-0," 1' 1" 't 1-2' 1'-3 1-3" 1 1-7 -11", 1 2-4' 2- " 1 .3- " 3r" �.-._..8 Ary 16' jaat 12 147' T' 1 2 V' 2" 1'-3 1'-+9' 2-4" 2-11". 3,-7` 4, 2' �, , 64' 16 1'-0" 1'A " 1' Z" 2-F' 3,-Z'3-10"4-9" 9-7'- 6=4" 7'-2' 20 1'-0"T-,I'^ 2°'" �'!-2"1'7"' 2'-0'" 3'-6" 4-0" 4'-10" 6'-'I 1'" 6'-11 " 7'-11'" S'-'I 1," 24 11'-0'" T-1'" 'I' ' 1'-3" 2'-6 3'-T' �4'=9" 5-10" 7' ' 8'-,4'" 9"-6' 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) :III-1 I I=1 I I=1 — Nail with 10- 10d nails. =1 11=1 11=1 I I®I I%—;��I I I _ Install tight to top flange. SLEEVE THRU STEM n. ° SEE PLAN FOR °• ° . • FOUNDATION INFO 4 4. 4 ° i STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. - 1/4"-2" gap / k Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements � '' 0.6 X Joist o "depth I -JOISTS BUCKETS N.T.S. GRADE c �—REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN SIMPSON H10A ° w/ (18)10d x 1 1/2" ° NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 4 a a d; a III II1=1- 1 NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE Q -�— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION a 4 a `PVC OR SCH40 SLEEVE / rPLUMBING LINE 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a 4a I I -III—I a I —I 11-1 I I, i—III— 4 —I I_I ' a SEE FND. PLN. SIZE & REINF. e� sue+ rwa ~- > W V ® o� QC c caw N N O �p d 3 -- U � Q 3 cc IV v m �E �Q 0 (Ftx VMf S MeC d„4. ry F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W aco v E 0 0 (� 0Eo N O c o r In fA 5In� U)F-I-- L H a Z oiNhv w C -, W jaw a L(o z r � 19 W :5 . 4 3: O og-Mo, 0 W Z U U m w Z Z H - coU0 N O U o W ❑ ❑ z N o z N z o V) M z a C'� o (D 4-J M Lam, ® ° U 0 V) �N e— W U — N 8 � V ?I ) ° o CO J w co M z U Z z Q LL_ Q E E o QO w GN za OO XO a o< CDr= N fa °g wo <o az �z `0 o Y U m� 0 m —I F z Q 3 on w< dO �w U 0 Ir o�z .3:O MillCID V wa z¢ 10 a OU3 N (=) >� J '^ Y , LO N rn m < c`7 LL (3) II— c) (D � r V) m co N m L0 T QI O N cD N O op " r L0 r LO oo r M w � co o Z Z E �; a d C) 0 Q ❑ J JOB NO : 22-09409 SCALE : AS NOTED SHEET NO. SN 1 La a cV 0 0 00 Cl- 0 0 N 0 0 00 45 0 4 00 v cn I I I I I ' I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR Ys" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 GYP. (MIN.) @GARAGE SIDE IF z INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD A LE APPLICABLE. � 3/8" MORTAR BETWEEN 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD @ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN TRUSS 24" O.C. U.N.O. �° 2x P.T. PLATE 1/4 DIA. X 3 1/4' TAPCONS @ 24' O/C & SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR EACH @ ,� @ 6" MAX FROM END OF 2 x PLATE - �, „° IMPSON SP1 w/ (10)10d NAILS "J" BOLT @ 24" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4E:3 r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `' ELEV. 0'-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION 2020 RESIDENTIAL ( ) MOISTURE BARRIER ` A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 2rr x 6 W1.4 x W1.4 INCLUDE THE WALL 2� 6 x 6 W1.4 x W1.4 ° ° SHINGLE ROOF, SHINGLES TO a ° @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH BE IN ACCORDANCE w/ASTM —III=I I(=III—I m ° IIIIIIIIIII= I=I I I=I I I=I 11 1 1=I I=I I=1 z ELEV. -0 -31/2' -D7158-CLASS 31/2"MIN. 31/2" MIN. G or H, or ASTM F, INI1 T _ _ •A.F.F.I_I I I-1 I I —III —I ° I I=1 ILI=1 /rvl� I=III III —I — —_ I 2x4 CONT. ° °— . _—° °D3161-CLASS 12 ACCORDANCE w/ TABLE _ '' I=III=1 I 1=111=II1=III=I 11=II1=III=III=� I I __ o —_ - ° °° �I 1=III=III= I'31/2"(min.)- 4" ' b — 1=II1=_TI=11/2"(min.)- 4" (TYP.) V RIE A s R905.2.6.1, FLORIDA BUILDING — t -11I III=III=III=III 11I=III IIII i ,I I I I—III—III—III—hI I —III- I I GARAGE DEPTH VARI ES -= _ _ _ _ _ _ —I_!_I—I 11- ° • — — — r3l'/2"(min'.)- 4 111 I I I I I I I I — — — — —III—I : ' =___ i� __ — I- 31/2" min.) 4-III-11 I I I tCODE (RESIDENTIAL 7TH EDITION 2020 (' I I I IIIIII I I III — — _ 8" _ =III _=III=III=I I 1 1= -I I T II —I I_ III —III INSULATION LE ROOF SHEATHING - SEE11— HFOR N TYPICAL INTERIOR BEARING (2) #5 CONT. „ 4 1 4 8" (2)#5CONT. II I11—I 4 j g FRAMNGSHEET U.N.O. MIN. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP--"' SHEARWALL(�C� TYPICAL BEARING WALL @ STEP rcc",� ` �� ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE �P�� BOARD PER CODE OR 5/8" "X" ALUMINUM FASCIA GYP. TYPE @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ens ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUDS @ 16" 0/C CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c°N 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER8" C.M.U. TYPICAL SEE CC/S3 OR �„ G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-H OOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. I EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# ) 6 1/4"x3 1/4" TAPCONS *SIMPSON SP1 () SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING , SPACE ANCHOR ^ ARCHITECTURAL w/ (10)10d NAILS �,, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a w o BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 ,I c END OF 2" x PLATE WWF OR FIBERMESH T . 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. ASSUMED FINISHED ^ E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w D GRADE \I ° ° ' ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy_ - 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL O MONO OR STEMWALL z ° •' M — — — ° D °. FINISH GRADE °O [GRADE 25' MIN. LAP [30" MIN. LAP] 60ksi] 60 MIN. F - a g m o I=1 I=III I I I III=1 I 1=1 i CELLS (SEE FOUNDATION PLAN FOOTING MONO SHOWN co FOR CLARITY " —I I—T=I —) 6 MIL VAPOR BARRIER �I I I I11 n ° - I I=1—I I=III—_ 00 W LU R 1 7/8" `� I I=III=I IT I I=_ ° • • I 1x4 P.T. BASE NAILER FOR LOCATIONS) _ _ - - ! z I I I T—I I -�=�_ 11=II=II=III=III- r z T #5 REINFORCING BAR I— - I I .1 11--=1_TI—I 11 T—I=1 -� ! 1�= r III I III ° 1T1—ITI=1 I I=I I I=1 #5 LAP SPLICE (2) #5 CONT. I- 3 1/4" BASEBOARD PORT AT EACH _ NOTE: =_ - - ! N FOR BEARING WALL k - T COMP. SOIL. (COMPACTED TO 1 I 1=11—II1=I I I—1 I I —_ 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1' -4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ __ _i_ 11 =11 95% MODIFIED PROCTOR ASTM �= I I=I I I=LI I=I I I=I I I=III=1 .111 (I— 10„ MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER c0 AT GARAGE CONTRACTOR U) _ ,_ _ D1557) 4 —I I t I�i—I t I —I I t—�— #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE To SLOPE - -I_ = = I' � � � #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND = FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/UPLIFT G "FIBERMESH" ^ DECO FINISH 4" to 6" BELOW GRADE SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 ' SLAB INFORMATION. SLAB INFORMATION. r �,-II—IT_1=I I ° e° 12 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ° 6 MIL VAPOR IIII ° r op I I = - z =- 3 1/2" WWF OR FIBERMESH min.) 4" FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS S.G.D. (U.N.O.) WWF OR FIBERMESH ° BARRIER I I r I 4 AT 24" O.C. MAX. D , D • I I ° GRADE SEE PLAN FOR CONNECTION INFO ��; e -I I I II COMP. SOIL. 111I III I I= TO T - O° — — — —_— — — TOP OF BEAM & LAYOUT DESIGN —� — (COMPACTED 95% MODIFIED PROCTOR 11I I I1 I I I —I I I I III -1 11= I 1=_I1-11I = _ — - 1 #51REBAR w/ OPT. i 1= I i=L= 11=SCREE�1 ENCLOSURE (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL ASTM D1557 > =III—III=III— —� — "'—= =I I III III —III III=1 I I- BEAM SIZE & N ' T— 3" MIN. CLR. _ I— I � EL I i- CONNECTION INFO d r M O #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. 4" IV-8" V-8" (2 STORY) STD. 90 HOOK (SEE DETAIL) ) 4r1 11 I I— MIN. Q w 2x4 P.T. PATE I I 2x4 #2 SYP P.T. FRAMING w/__ �- — — - SEE A/S3/J/S6 Ir 11 7ns I MIN 7/16" O.S.B. SHEATHING �` 8' TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L °'S'B' z ATTACHED PER NAILING FOR REINF. INFO. ° OPTION #�I SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 w > SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x co�uMN �ocATloN ¢ w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. � HOLD GYP. BD. w COLUMN SIZE AND BASE rM 2 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0r 0rr c7 CONT. BEAD SEALANT ,� SCALE: 3/4"-1 -0' = ' S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS /DRIVEWAY BLOCK WALL BEYOND EXPANSION JOINT _ e < ,e ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. ,"' d 31/2" ° SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL °''! SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _ A .: A _ - GARAGE ATTACHMENTS & 18/D1 PAD FOOTING q z PAVERS �r; r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS = A.' ' M • `� r !• • , EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL TO FOUNDATION PAD MAT REINFORCING. r ' '' 0 —11 I —III= T Q I 1=III= • •• I I=III—I I '° '.'• _ —1 Q I I I I I PLATE TO CONCRETE MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT w_ ¢ SIZE VARIES PER PLAN w/ MIN. 2 #5 VERTICALS co - z O° GRADE �j -1 . 4" — -III=T • ` I =III —I I •• =11= co -IIr1 A. �• '4 ao III —III _ (=1 I (_ TENSION 120#) CONCRETE SLAB -- d 6 x 6 W`! A x W1.4 N _Uj w w FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c� • __� •a •. III-1 -III—I I •� —III- I�I=III 'Q •• • ' _—I -III—I I I —III- ^ c _ _ _ _ a T WWF OR FIBERMESH cl) _ a ' Cn BRICK PAVERS SLAB PER _ a Lu W Q O W �, w = _ v z =1 •' z a 7_III III T 1=11 III=1 I °-- . - N I=111= I = �' II1=I — '' v— or 0 0 W CO _ _, a 1 r "' Q _ SEE A/S3 OR J/S6 1 1 II-1 II I�I I lTfI �- I I—� • 11 - _ _i I _ _ SEE A/S3 OR J/S6 I -I III —III „ I I I 11- III COMMUNITY SPECS — I I I I� Z I-111iI11_ I I I=1 I I=1 f (=1 I1=1 I I — _ FOOTING 11 I I— rr FOR REINF. INFO. 3 MIN. CLEARANCE II ,II FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER _ l,i— � _ 1L 1L ! 1111II I�I I L�IIII I _I _- Ti � � --1 -1 BEYOND 1' 4" (1 STORY) / 1 -8 (1 STORY w/ DEPRESSED SLAB OPT.) 1 -4 (1 STORY) ,IlI�I I I� -•�• :. • :.•. °• . v°• PAD REINFORCEMENT , � 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 STORY) ( ) 4" 4" S ~ �• SEE FOUNDATION coNc.l=ADINFo. FOOTING WIDTH �' ► ' •' .. '...:...... SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGKCD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. �V C O CD W O L. Q- C- CM _ U f0 C', — m ++ C L.L d N f4 O u N O O N 41 C. c r y CC CC � v tV < .. r •��rF"��tif/d:lla °� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineenng portions of the drawing pages bearing Engineer's signature and seal. 0) W �E 0 a O O _r (N H ter1L V N m � z N c� Q C J LL U- 52 U-I'L• w a ,n -j Z — O rhC: o 13 w 0- Y 51 iV w M mc"co W o 2- rn O Ox W � Z rb N 0 m w Q N O U L) z z W ❑ ❑ M � o � N z o � -o J CL � V z IR C V O L, a--j cn U OLIJ o N � w w.• W J — — E Gig= z (✓ O N c a' Y Q O ® Q v) �mN ti a w Mw¢ M o z z G o CD-0 E V �'z Q� zo �� I--• x o o J mm < ¢w zz N oa z go = U LU <o a - o� ¢U F3 O O O Coo < r a ? o- z ¢T 1 0 C O i ` >� J L Q I� L Cu A CIO C) 0 Y — T Cu U) N m co LO r Q O N -�00 C) 0') LO r LO oor E M 'E iri o z t6 Z � E 10 m Cu a U 0 Q p -� JOB NO : 22-09409 SCALE : AS NOTED SHEET NO. S3 (MONO) i -n _ J m LO v 0 a 0 0 J M CD I m rn u7 L v D- 0 a 0 0 J rn LO rn 0 I v 0 0 a CD i a E Cn E 0 `v C J co r7 v v 5 0 U a Cl- 0 U J LZ N 0 00 ci 0 0 a N 0 0 45 0 m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M,U. WALL (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE _\ STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS / 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT wl (3)12d DRYWALL NAILS MIN. EXTENSION FROM 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ G 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EEI OUPLATE EVENLYWALL IS 1 1/2" MAXIMUM INTERIOR EXTENSION FROM EXTERIOR ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 1/4" BLOCKING @ EACH END W/ 10d @ " O.C. FROM EACH HEADER FACE O BLOCKING WT2x (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4' 12 SEE TYPICAL WALL SECTION (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 4.7 SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD • 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOFTRUSS 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 DOOR OPENING DOOR OPENING EXTERIOR • ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. 14 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT J a a a a °a a g STD.90'HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE a Cr r W o FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. 4 8 a a o POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 FOP a 1ARAGE 1OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. MA 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 F, �G ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" 0/C (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( )Uj O/C FIELD ? a 2x TOP PLATE — \:2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS A SEE /S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR SEE INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4B.�PLICE STAGGERED r 41N) C; 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 I Kill P.T. ATE SIMPSON SP4 —� TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 S LINTEL NAILED 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) )S (9335# SPF) PDXIED A.T.R. t & NUT 'OXIED A.T.R. 2 & NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. cN.r e eo N W i L O c r— c ® cv C Cv C.a N -- -o m x N%.- <[ N 67 N d�a 3 CU °�• fl N C E o /7�. ) I y°y�> ° a ` *ice' ,�� ) • }} To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a 0cE 8 ��C9 N fH rnnrl_� Q cN2� ' S J J LLLU 52 J LL p_ /n z --6; Lou Y W L (0 L 0 020,M m T., Lu 'n N Z Q ZN O U < c) W ID El o� o � N z � � Q — N z Q) 0 s {-, c,-� yy !� W ° U O VN c o yes v W J e B I = w ai C.)o F c Y �Q Q N I� o Mz w M o ¢ � U_ E z o - > N ao c6 �0 z ?o 0 a — M� �¢ 0° o< O E d ¢p ¢ a z a <o ww �J (a (n C z$ pY U m� O OLL _ cu m Q W rn 3 � UO2 Z 0 QU Q > C> <0 ¢ o o w << �o NJo _< wl a a) J >� ai rn T ,--� �c � F L CD Y U) m co N m L^ T O -a 04 N cc N � dam' C) LO r (0 00 r v d' co o z z CD a) a E U � -a 2 Q co v JOB NO : 22-09409 SCALE : AS NOTED SHEET NO. S4 r L w LU V s y i�yyya SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9„ BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX 9„ j� SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 �I SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES AND UNSUPPORTED, IF >9" SEE 10/S5 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED ffwn10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1Od NAILS @ 6" O.C. THROUGH CHORD 2'x4' LEDGER (MATCH BOTTOM CHORD AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS)EDGES NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od / z 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN It /• AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / (2) 16d 7/16" OSB SHEATHING O OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 771 AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS \ 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL _ NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO 771 L MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6 4, INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHERSIMPALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS MOISTURE BARRIER NOTE: IF EMBEDDED 10dx1S1//2" NAILS ON IAT EA. ) @ & (4)1/4"x2 1/4"TITEN 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION � `� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `° 80 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 2" " 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 = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" 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 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU , CONNECTION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 0/C (2)12d TOENAILS LL NON -LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) )1E ISEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION g FIT 91NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. TOENAIL (2) 16d NA 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 1Od x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 ' S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP � MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w \-BRACING W/(3) 10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4„x1 112" SIDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL 4 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/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2'x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w U-1 0 O— o — O ' 0 iz o Lu CIO - o 0 v O T — — — Q >� ---- o 0 d w 1 w / F" a NOTE: ZTOP 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 REQUIREDZ BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION cam+ sJ CV as -= J 7 W y_ = o ®m X = u- c- �,.- N ta d�=a i d � a� N E C a � v i' 8Ittill 0 •Ad nco cam••. < O �l - Gar ✓, �0 " *'�OsFESSIO " V\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. MW as W a IT S 0 0'00 I FA o o sm NN ern- �N'�� N a N v c L w _j Z 0 13 —ate a Y L 9 0 W r _ >S 0 Co N Z Z� 0 m w LO Nco Z c J Z N O U < 0 W ❑ N M � O Z o Q Q J r M N z a W V - W U O N W o Ly N AM Rig U W _ � S L U o N Y �C O w M 0 p Z Z i g U_ Q E 20 Q� E ° of wz zQ od F_ CL x� DO 01 oQ oE N � wow= o ¢z �� L m� o - a�i U)a a 8< Z= g° U ¢o QE __ 3 J o w` �o O a a = 03 m N CU 0 ^� ^'' L O U) o Cal N W m a--+ LO r Q O -2 CV I N co CD` LO 00 E c M Z m Z ECU O w c d U _j Q p JOB NO : 22-09409 SCALE : AS NOTED SHEET NO. S5 w A 3 J m rn LO Ln 0 Q 0 0 9 0 0 I J LO LO L v cn� 0 0 0 J rn 0 I A LO LO 0 C Cr 0 Q Q N 0 a E F2 W Q) E O O J N i_ U v O cal 2 0 2 a i o_ 0 J r7 N 0 O 00 v 0 0 a N 0 0 00 45 0 CD m r� DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 112" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN P.T. i'; : TO PRODUCT APPROVAL FOR CONN. / 1x4 APPROVAL FOR CONN. 'i ; 1 X 4 1x4 P.T. LONG i� FURRING %- FURRING 3-1/4 LONG X 3/16 FURRING TAPCONS i, /,�; ,, , (2) ROWS 3/16' x 3 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" TAPCON 16" 1x4 P.T. DOOR JAMB (REFER @ O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT 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" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & FURRINI END w/ MIN. 2" EDGE DIST. / j; 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 SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. 7116" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR—( INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 01 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. E N D \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. SECTION B-B 8" EQUAL 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 PROPER INSTALLATION MAX. 8" #5 REB (TYP,) STD. 90• FILL SOLID HOOK (. BOTH CELLS \7T- f 1/1 / Ll� i NOTCH WEB AT +5^ FIRST 2 COURSI ...... CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"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'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY—J TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS, COURSE) LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL \ REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH, 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 I)' AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER - OVER 6-0" n I-1 f1--I f�f=1 I f=1T1=1_TI=, pnT I=1 I I T 1 I f p � III —III —III �_ I —I 11=1 I� GRADE M I�Ilii�ll- n p. Z_ " (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2 STORY) WITH MIN. 3" COVER EA. WAY 01 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 e IR e e THE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN crr r.r�Tr .nri �.n BRIG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) I #5 REBAR (TYP) `STD. 90° HOOK (TYP.) e SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (*) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN, DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S FO SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2k TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" a * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. O�F/Vc,Ty (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SFF CHFFT n,) Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: NOTCH'WJ @ FIRST COURSE e 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 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB TAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND DJOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. 7° e OVERHAN a. ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1 r-0rr 6-0 1 1 INISH FLO ° . �.. >�' > ••10 •' 'A #5 BAR P 10" • P ° 4 CENTERED W/ ° • . .' �b 9�Iqz)Kt IN TOP o • d KNOCKOUT / i;l CHAIR BLOCK MONO FOOTING .> o • SIZE AND INF. R " S RE PER PLAN AND SECTION DETAILS - CLEAN FILL DIRT Z °• °ffTANDARD o #5 BAR IN ° HOOK c� FILLED CELL, , IV L It STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4 SAW CUT EXISTING FOOTING A S E CT I O N 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. CV 9 0 -o W U _ C=) Iwo sR C CO V CV --= m x W_a N M O N d O t� Q w.+ N E 5 c m 3 cc m y ao sa � Ckl N aA E o 0 W N bq•+ • • " a SE < � Gv f` 4"�OFESS\O\ ��. � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W Q EE 0O N 8 v (A o N 0 (0 j 0 c:3Cb N M LL LL J U_ U_ LLI a Z -a a Y t q o O: '@ N (p a Z LLW 02,) m u, co Z Z N OU 0 W ❑❑ M V z N M o g z N z a Q J to M z o Q) 4-1 W O �N W o nipW c� _ co J s o co w co J m g g Z < U_ E z o �°zp N o w= &< o� o B wa a wz �w � � <o Sa m� � OY U �m o, Z ¢w F O Q Z O ¢ U Q w� a ww U ¢o =k - � o w< o o v 101 a= °3 J �O > � ''^^ LO LO ai rn Q CD O O Y — T' W m N m c � r QI Q N co N y.{ 00 O 1 /1 L: �— 0 CD 00 �-�- E w c co o Z z E O c m n E c� 2 'a m a o c c JOB NO : 22-09409 SCALE : AS NOTED SHEET NO. SS -A- LO u7 v 0 33 Q I m rn L0 L0 L v N i C) O 0 0 I 0 C O Q N 0 E 1.2 0 x _ _ LZ 0 C 0 v i U 0 a 0 U J ET- 0 0 ai 00 04 0 a N N R 00 0 m CROSS BRACING DETAIL (TYP.) 1 SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON: THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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 VY/ L-IVU `W 1.-nVl 1 II1V vV"V TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH V ITI ITI 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 DIRECTION TYP. — ^ CHORD AT ALL HAND FRAMED AREAS TYP. � ---LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. Y A TRUSS (2) 12D NAILS ---y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B 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 BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO 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'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD 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 OIL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP BOTTOM CHORD FPl OTF ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION @ ENTRY K8 SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A I SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) ll o. al CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT TS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE I SCALE: N 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ju:• GABLE TRUSS RPM rJWAiTAZSL (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON I. 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 aa. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ 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 wl (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 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 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 rg SCALE: NTS 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON 1001, SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES LOW ROOF/WALL SHEATHING ATTACHED (2) 12d NAILS TO EACH VERTICAL STUD) 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. YWOD FL ORIOG LOW ROOF TRUSS W/—/ Z- (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN 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 DETAILS &SECTIONS a 00 sv r— C' -a ® d -a � W zS. �- v =- V7 cc y a C L ;-{ y W 1a c � ti v _ a �10AV'��t1i41dIF01!/�lll� 6j®r ,\N\ ,OWN � r _ \\ lb IF ® O F E S S V O� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H 18 a v EF p N U V (A C 0 N °' N N :3 Chrc� :n Q aM� ) C: 1 J . W u-o Z 10 M — o a Y Y O O N (�° °. M yW Z IL Q J LO M z 0 N J 00 0 a Z W El (D N M O O co N � � � O V) N M a ci o g O N v g � w kill" LU J h — E Z O • CL W �w M 0, z za __j Q E - oa <R — C1 �o XU & ¢ UO �U 0 � oQ o o N a0 az O ¢o �z wz K 9 Y m0 o OZ E J O Q Q W Z N 9 z O 2 �> o Q a w Qo o o wa �O a v �< 03 NO i >( J L0 LO rn co Q co (0 Cc CD C) Y Y m ca N m LO r c N CIO N CD r 0 \ O dam' C) LO r CD 0 r ui E w = M o z z E O a @ a U ¢ p JOB NO : 22-09409 SCALE: AS NOTED SHEET NO. D1 o, 3 Wit• rn L0 Ln v rn 0 0 Q 0 0 JC, O I N i J m rn L0 L0 `v Cr C V) 0 0 J rn O I L0 O 0 O Q N N a E 0 E 0 v c J LZ In CD LZ- V 0 �I 0 o_ a ,o 0 U J N 0 0 00 16 0 0 a N N 0 00 0 0 Q m 0 v' N FOLD UP WEATHER EE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE T BARRIER DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 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 BARRIER WOOD FRAME CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-V BEAD OF CONSTR. a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND BY 6 IN. RETURN UP JAMB 6'. USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED WINDOW)WALL 2 NAIL BRAND OR EQUAL WEATHER 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 O PROOF CAULKING rn PAPER of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF ADHERED FLASHING ".,, BUILDING RESISITIVE ; BARRIER SEAL TOPS OF JOISTS 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 UNDER DECKING suBFLooR = other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied n SELF -ADHERED FLASHING (SEE DETAIL WP07) _- horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 _- - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUxTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOISTbuilding appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over AND WATERPROOFING METHODS TO BE USED. weather resistive barrier 3. Fold weather resistive barrier back over head 2 ) 2 O wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade flashing flashing with tape D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an p p y p y y p p p y g and seal (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS � FLANGED WINDOW 1 SELF -ADHERED FLASHING � 1 SELF -ADHERED FLASHING � ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING 3/4"-V BAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, .vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied MIL DRYLOK CMU - MASONRY BLOCK FLANGED NAIL BNDF ANGER UP JAMB 6". USE12 OR EQUAL WEATHER QUID ROOF CAAUULKING (SEE DETAIL WPo1) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, _ �� (BEFORE FOLDING, SCORE the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and g g p p J p 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF '' MASONRY WINDOW BUCK ' VERTICALLY FROM BOTTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 4 , 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF z "" s THRESHOLD p shall be installed at the following locations: WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK ° SECTION -A (SEE DETAIL WP02) 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall AND EXTEND TO WINDOW FRAME MASONRY ATTACHED COEMENrs SELF -ADHERED FLASHING 0 finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible fleshings s) TOOLED SEALANT RER EQUIRBAD 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the BRIDGING following: GADDING AND WINDOW FRAME z SELF -ADHERED FLASHING 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. NAILING FLANGE 1 2 � (2)4 6 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 in a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for SAL TOPS OF JOISTS sloped such DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING 2 7 subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. gg p g p g FLANGE (SEE DETAIL WP07) 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. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK 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. 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 4.4.Continuously above all projecting wood trim. e_ SHEATHING NK 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HAD DETAIL Lath APPROVED SELF -ADHERED FLASHING sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL OVEDHUSEWRSHEATHING APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. a a 3/4" CEMENT PLASTER tiN 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE ii DOUBLE a 2 merit 7/8° Cement Plaster V' SAANT SOCKET WITH ❑ JOIST a ad o TOOLED APPROVED SEALANTWOOD SINGLE BEAM JOIST BELOW - - ; 1 SELF FLASHING Foundation Walla a in accordance with 7/8" Cement Plaster -ADHERED ° ASTMC926 in accordance with / SELF -ADHERED FLASHING 1° Tly/�/\� 4 ° Felt backed metal ASTMC926 � .` lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 `` with ASTMC1063 lathe in accordance FLASHING FLASHING O 5 with ASTMC1063 Building Paper Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING � , SELF -ADHERED FLASHING � FOUNDATION WEEP SCREED � � • /; /// sheathing Metal EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL As Per Manaulfact. Specs. PRODUCTSDETAILS STRIP OF SAF LEGEND I SELF ADHERED FLASHING - o Maintain Stampede or similar Bottom of cauk bottom TILE FINISH (SAF) QDRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weed Weep Screed joint only W BARRIER (WRB) _ 1 to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK BOND BREAK WEATHER RESISTANT BARRIER -_ BOND BREAK WRB SELF FURRING (SF) LATH Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) ¢ I PLASTER ACCESSORY Sheathing Installed As Per SF LATH SHATHING,'OSB', PLYWOOD, DENSGLASS �«-�-v Manufact. Specs. V-4" PER PLAN z Detail Instructions Refer to the number marked as( in each detail that corres ponds to the p - 1'-0" PER PLAN I I. WRAP DP WRB ONTO THE VERTICAL 1/2" Cementitious Cement Plaster SURFACE TO TOP OF Decorative Finish numbered Items in the list of Instructions below: FLANGE AS AN AIR in accordance BARRIER with ASTMC926 ®®,® ®°®®® All inside and 1. Install self -adhered flashing in order as shown by numbers 8" CMU SLOPE 3-1/2" INCH FLANGE I over wood 2nd ,®®®°' ° ®°®®®® outside corner will floor ° °°m°� need to miter 2. Install flashing and weather resistive barrier to form water shedding ® laps 4" OR 8" CMU caulked cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) Z Z I STRUCTURAL FRAMING °®®�®,® ®®; butt joints need to ®°®o ®,®°• ° becaulked using 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUTP-7 a g g 111 embedded in the adhesive layer) -for ease of installation and to o- M � � ��,� STRUCTURAL SHEATHING Stampede or sim. minimize scoria cuts g a ° a ° W L W U THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF Caulk for all 5. Remove all release per paper a standard installation instructions and p p p ° I- _ cn U) DO NOT SAL. DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" uJ 0ROD CONTINUOUS BACKER & SEALANT DRIP SCREED PLASTIC Minimum) ° SLOPED MUD BED W = W Ir ACCESSORY I BOND BREAK WRB 6. Fold as shown by arrows a a ¢ ! sF LATH : 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 4 VINYL SHOWER PAN ° a ° U w II. A J Note: 8. Mechanically fasten as necessary ° Cn °° SLOPE � a - it The building paper and metal lath must be Cement installed over the top of the weep screed. ° PLASTER STOP A Plaster 4 over block CONTINUOUS BACKER ROD & SEALANT 1 st floor a Q 41 Q a a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER SCALE: NOT TO SCALE N o C~� a o � o C cc V N m � x C c0 e >EL m�^a m y sa cu �. tj W i N C N m o tV GV 0 O co 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N) W v EE 0 8 0 (D N r 0 a) � N rnq C) � � qt W M -J LL LL D W _ - ° o_ Z Ot L (6 O Z O O r W ��pjO' m Z c) ° LL 04 N a N Z O U a o W M � Z � N 1 00 z o � J d N N � +1 - LU 0 c o Ln use (J � C) c W Y _� �m o w MN¢ M o z _1 U- Q E E O h ¢ o� o wz Q� zo ❑a (U� H r6 - E O O xo as o .0 0 'o oQ az wo ro rp U) ¢o n 0Y m� o o� N m aw Cn 3 oa ZZ ao son w c� �o F- az C3 wl g Vo oza �03 0 c Q 2 (n >� J L0 LO cc cc � L co Co 0 O O J Y T Y - T U) m co N m LO c T QI O N M N 00 C) o LO LO r Q T (0 oo 0 E w ce) 'a Ntz �i 0 ca Z E O U) 03 a U Q p -1 JOB NO : 22-09409 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gi Back Cron Support , OARY he rut toW) See p4lf!G;bor 112'01-a.A .k2SGoly fry ') Bracket (,eGauge) ,pet Screws A/C Owtrfm Epee a Hurricane Strap ii"�+pl�al; � Fri iw�lnt Washers Front Crass Support self-ckirtg Nuts (May be cart tow) Left Bracdk t 06 Gauge) �14S��f-i�tii{f1y`3tir�Ws7iwfit8T61fki't 18ackCrass Support Into AX Unit Bottom Side (ryplcigt 3 each side for hurricarde Lisa. 111 I } f SpsaI Jtul#�d+tmn Jr13tt36r Fasna 41t tr44.ltt>.( &.00i Lo.1d t-1?ulnusnr file* RdiG dlnormiC I:#i4.rd Sall t' wi agatiltd4im gvia q aen 6 &A WA sipplyl Florida Department of Business & Professional Regulation Paget & 1 Building Codes and Standards 21e zo21 Product Approval Application Detail Code Entity o - _ D .Data Dare Pending Data Type a Ion Manufacturer om ac Lom a. ma. Validated By VaBaaad Submitted FBC:Aoororal Approved Status Affirmation 2020 Smart Vent Products. Inc, Michael coiner Hermes F. Norerp P.E. Locke Hoiden P.E, 12N512020 12f162020 112282020 App-d Category: Structural Components (B77)441-8368 PE-73Tr8 (334)300-1B00 subCategoM Products lmroducedesa Result of info@emadventcom Now Temnnlogy Compliance Method: Evaluation Report from a Florida Registered -Architect ors, U-ii.d Florida Pick. one Engineer Quallty Assurance Approved for Use Apo, ... d far Use Impact coalifir, seek product ModeLNumbvpr. Name Product De loliori Contract Exobation eats in HVHZ Outside HVHZ Resistant Pressure. 1 SmanVent Model#1540.510 Dual Pu itidn Floodend Ventllatlon Vem 1231/2023 Yes Yes NIA .1001-100 2 8m11Vent Model #1540511 Due[ Function Flood end Ventilation Vent InV2023 Yes Yes NIA •ioof100 3 SmartVenl Model #1540.520 Insulated Flood Vent 121312023 Yes Yes WA .1001-1D0 4 SmanVent Model #1540521 Insulated Flood Vent 12J31R023 Yes Yes NIA r1 o0A0o 5 S-AVem Model #1540-524 1E&qud; Garage Door Float Vent 1231/2023 Yes Yes MIA MiA F Smaril+ent Model#1544-570 Wood Welllnculetad FioadVent 1971kg23 Yea Yes: WA +100!_7g0 6martVant Mccel#1540:5. 14.5&qud: Garage Door Flood Vent 12r31/2023 Yes Yes NIA N1A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 91 In4R021 Co a Entity or Dale pats Data Pelydlnd Date I", Version Manufacturer Gonraet Enoinaar6Licensa Validated By Validated Submitted FHG Ale-sral Approved Status Revision 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Paeat Locke Banco, P,E. oaftono2o 08/0912020 08202020 10113d2020 Approved Category; Roofing f5021303-1511 PE-74021 (3341300P1800 SubCategory: Metal Roofing Ishumete@drex rest com Compliance Method: [Evaluation Report from a Florida Registered Architect or a Licensed -Florida Prdfesslonal Enoneer M11 tad-R6 Passaic s: QualltyAleurance Approved for Use Aoorovedfor Use Impact oesloil sea Product Model. Number or Name Product Description Contract Explrallon Date In HVHZ Ouislde HVHZ Resistant Prey 1 Drexel M!'e" Rc�Ong Systems OMG 10pNS,. CMC 150ss, UNG 175S, DMC 2008, 1V312025 Yes No -WA +01-la0 DMC SV Florida Department of Business & Professional Regulation Peg.2 of Building Codes and Standards 1252022 Product Approval Application Detail Cade Entlty of Date Date Data Pendina .Doe Type Version Manufacturer Contact: Engineer& License Validated By Validated Sub. itted. FBC Approval Approved Status Revision 2020 Therma-Tru Corporation Steve.Jasperson Lyndon F. Schmidt, P.E. Ryan J. King,. P:E, 04/152021 12`3112020 04/2212021 06/0&2021 Approved Category: Exterior Doors (800) 843-7626 PE-434M (813) 767-6555 SubCategoty: Sw,nging ExteriorDoor Assemblies sjasperson@thermatro.co pli Comance Method: Evaluation report from a rn Florida Registered Amhitectora Licensed Florida Professional Engineer FIAM469-R6 Products ` Quality Assurance Approvedfor Use Approvedfor Use Impact Vestan Sea # Produr:fMotlel. Number or Name Preduet Description Contract Exoirstion Date In HVHZ Outside HVHZResistantn Pressure 1 a.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39,8&quotlmpact" Opaque 12131J2022 No Yes Yes NIA Composite Edge. Fiberglass -Single Door (Inawnglautswing; X configuration) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39,8 &quotlmpact&quot Opaque 1MI2022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelde(s) (Inswing/Outsrnng; XO, OXor OXO configurations) 3 c. Therma-Tru Fiber -Classic and: Smooth -Star Nominal 6&439;8 &quoY.lmpact&quilt; Opaque 1213112022 No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or wdthout Sidelites (Inswing/0utswing: XXor OXXO c. ofig-tione) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'0.&quotlmpact" Opaque 1213112022 No Yes Yes NIA Composite Edge Fiberglass Single Door (Inewirlg/Outswing` X mnfiguratlon). 5 e. Therma-Ton Fiber -Classic and Smooth -Star Nominal 8'0 "lmpact" Opaque 12012022 No Yes Yos NIA Composite Edge Fiberglass Single Door with Sidelae(s) (InswA nglOutsvr, rig; XO; OX or OXO e-figurations 9 1 6 f: Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:08 notion act& not O a quo m q p q p q 1213120 22 No Yes Yes N /A Composte Edge Fiberglass Double Doorwith or Wthout Sidelltes. (Insw"ngl0utswmg; XX., OXXO configurations) 7 g. ThermsTru Fiber -Classic and Smooth -Star Nominal 6&#3a,,8 &.quctlmpact&quot Glazed 12131=22 No Yes Yes WA Composito Edge Fiberglass Single Door (In ngl0utswing X .. figuration) 8 h. Therma-Tru Fiber -Classic and Smooth -.Star Fid n.l 6'8 &quetlmpac`" Glazed 12f312022 Me Yes Yes NfA Composite Edge Fl berglass Single Door with Sider Refs) (Insw ngJOwt5W ng; XO, OX or OXO configurations) 9 iTherma-Tru Fiber -Classic and Smooth -Star Nommal6&#%S uo Ion act& not Glazed t p q 12! 112022 3 No Yes Y es NIA Composite Edge Fiberglass Double Doorwith or Po g Without Sldelites (InswmgfOuLswing Y(or OXXO configurallphs) 10 J. Therma-Tru Flber-CWaslo and Smooth -Star Nominal &'0 "tmpact" Glazed 1V312022 No Yes Yes WA Composite Edge Fiberglass Single Door (IneWng,Outswing, X conflgurx ion) 11 k.Therma-Tru Fiber -Classic and. Smooth -Star Nominal 8&#3RO&quottmpact" Glazed 1213112022 No Yes Yes N1A Composite Edge Fiberglass Single Door with SIdeIRe(s):(IneAng/O.tswng; XO OX., OXO configurations( 12 I. Therma-Tru Fiber-Clu&ic and Snogth-Star Nominal 8'0 &quat;impact" Glazed ID31/2022 No Yes Yes N/A Composite Edge Eberglass Double Door With or without Sidelltes(InswinglOutswing; O(or OXXO configurations) 13 m. Therma-Tru fl4ier-Classic and Smooth -Star Nominal 69#39;8 &qugtlmpact&quo`; Glazed Molded 12139/2622 No Yes Yes NIA Open Composite Edge Fiberglass Single Door (I nsvnng/Outswing Xoonfiguration) 14 n, Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 &quotlmpact" Glazed Molded 12f312022 No Yes Yes WA Open Composite Edge Fiberglass Single Door Wth Glazed Molded Open Sldellte(s) (Inswing/Outswing; XO OX or OXO .c fg2 nations) 15 o. Therma.Tru Fiber-Classlo and Smooth -Star Nominal 6'8 &quottmpact" Glazed Molded 12/31)2022 No Yes Yes NIA Open Composite Edge Fiberglass Double.Doorvnth or without Glazed Molded Open Sidelines (Inswn9/0AII.ingi XXor OXXO configurations) t6 p :Tharma-Tru Fider-Classic and Smooth -Star Nominal 6'8& uo ion c .t Opaque Noon q t pat&q1 2 3.2 22 1 1 0. N o Yes Ye s WA Composite Edge Fiberglass Single Door with Molded Open Sidel"te(s) (lnsvainglOutsvnng XO, OX.,OXO configurations) 17 q-Therma-Tru Fiber-Classlo and Smooth -Star Nominal 69#39;8&quct;lmpact&quct; Opaque 12131=22 No Yes Yes N/A Composite Edge Fiberglass Double Doorwith or Wthoutmed Molded Open Sidelites tInswing/Outswingi XX'a OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 I V2021 Cad.. Entity or Data Data Dare Panora, Dot, Npe Version Manufacturer Contec[ Enamear4 License Validated By Validated Submitted FBOAdbroyM Approved status Revision 2D20 PQT Industries Jens R... v kl Miami -Dade BCCO-CER Mieml-Dade 8CC0-VAL lli192020 1D(26f2020 112412020 Approved Category: nailer Doors (941)485-0100 (786)318-2590 Subcategory. Sliding Enteric• Door Assemblies Jroso.vski�pgtindusmes.c Compliance Ili Cerdficatlon Mat, or Listing om Flk2s9-Raa Products ;. ...., Quality Assurance Amer-d for Use Approved for Use Imoadt Design Sauk Pftt Model. NurMer or Name Producl Ce..motion Contract Exmral"on. Date in HVHZ Durbode HVHZ Resistant Pressure 9 gG0.5670 (Large Missile Impact) Virryl &&ding Glass Door 04/14/2021 Yes Yes Yes NIA May 27, 2022 PRODUCT APPFIOVAL SPOM E LC' I F I C A T II H SHEET(2022) Asrequired Statute 553,842 and Floridaa Administrative 913-72f please provide the in1br ation 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/SubcategoryManufacturer Product Description P Approval Numbers Pp' � � Test Pressures Ex . Date R 1. EXTERIOR DOORS A. SWINGING aTru F"per-Cla sic arid Smooth- tar ��V4�PA T�FL20451.1 57,017.0f 12131 2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL204 3 +67.01- 7.0 psf 1 /31/ 0 2 ThernaTru Fiber -Classic and Smooth -Star OMPACTj FL20470 +80.01- 0.0 psf 12/3112022 B. SLIDING MI Windows and Doers Series 420 FL15332.1 - FL15332.5 40.0i-40,0 psf 1213112024 PGT Series 5570 NOAL 21-0205.03 + .71-38.7 psf 4/14/2026 C. SECTIONAL 'Wayne -Dalton Series 8000/8100/8200 #1105 (8 ) FL824 .3 +31,0/- 5.0 psf 1 /31/20 3 Wayne -Dalton Series 8000/8100181200 #1123 15 7 FL8248,10 +30.01- 3.5 psf 121 1i2023 Wayne -Dalton Series 8000/8100/8200 #1124 (1 7) FL8248.11 +34.41-38,3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofA DGr Inc Pairs o (607t 1 r r1+ 707 727 747 y^�Single nd 847 Sin I f Doors FL11537.1 I�11A � inst sht� see 1213 025 1 �. 2. WINDOWS A. SINGLE HUNG MI Windows and Doors :Series 185 FL17499..2 +60.0/-60..0 psf 101812023 PGT Series 5500 171-2392 WA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2116t2024 C. FIXED MI Windows and Doers Series 185 FL15349.1 +80.0A0.0 psf 41312023 PGT Series 5520 FL2'43.5 MIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL251.1 NIA 5/2 'i2026 E. OTHER 3. PANEL WALL James Hardie BuildingProd. Cem lank La Siding and HardiePlank La Siding . p p � p g FL13192A - FL13192.2 A. SIDING NIA 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Suit FL15272.1 FL15272.2 r 75.01 75.iI psf 1213112023 Alpha Aluminum, p 1 n Solid and Vented Aluminum Soffit FL.15544 R5 + 54.21'-5�4.2 f 7i3012t�23 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab,„ Dimensional FL10124A MIA 1211612022 B. UNDERLA4MENTS Tamko �r Shingle Roof) 151 Felt Underla men# FL12328 NA /22(i23 Ply+glass USA, Inc. (far Tile Roof) POLYSTiCK TU MAXFL5259 NIA 12/2312023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918.1 - FL15918s4 NIA 919/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lom anc or Inc DA4 Ex ahust Vent F L17202..1 +97.51-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.1+6 - FL7849.20 MIA 12/31/2025 F. METAL ROOF Drexel Metals„ Inc.. DMC 100NSr DMC 150SS1 DMC 175S1 DMC 200S, DMC 5V FL17679..1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15075.1 - FL15076.2 NIA 12131I2022 All American Shutters & Glass Galvanized Steel ,Storm Panels FL17869.1 NIA 12/31/2022 6e STRUCTURAL COMPONENTS A. FOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES IT i Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries), Inc. Truss Plates FL2197.1 - FL21 7.5 N/A 12131/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LV1, PSLf LSL FL6527.1 - FL6527..5 NNIA3131/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630,15 NIA 9/11/2023 Commercial Concrete Products„ Inc. High Strength Concrete Lintels FL177'4 N/A 5/25/2024 Florida Department of Business& Professional Regulation peg.i of Building Codes and Standards 1252D22 Product Approval Application Detail Code EntiW or gate Dig Date Pend i no ate Type Verston Manufacture Contac Enaiaeer &Lidense Yalldatett Validated Submitted FBC Approval Approved Status Revision 2020 Therms Tru Corporation Steve Jasperson LyndonF. Schmidt, P.E. Ryan J. King, P.E. 07123/2020 07112l2020 0712912020 10M312020 Approved Category: Exterior Doors (900) 343-7628 PE-43409 (813) 757-6555 subCatagory: Swinging Exterior Door Assemblies sjaspers-Ath-tha.co Compliance Mathod: Evaluation Report from a m Florida RegisteredArchitect or a Licensed Florida Professional Engineer Ft-7R2d+F70 R3`Ptntluots, Quality Assurance Approvedfor Use Aeerovedfor Use Impact Destan Sea tt Product Model Number or Name Product Description Contract Expiration Does in HVHZ Outside HVHZ Resistant Pressure 1 a, Thermo-Tru Fbar-Classic and Smooth -Star Nominal 6&09 8:8quotlmpa t&quat Opaque 12J3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (I nsvnng/Oulev ng,.X configuraion) 2 b, Therma-Tru Fiber -Classic and Smooth -Star Nommal6&#39 8 &quotlmpact&quota Opaque 1231=22 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with adelRe(s) (InsvanglOutswing XO, OX or OXO - configurations) 3 c. Therms-Tru Fiber Claselc and Smooth -Star Nominal6&#39r3"lmpact&quota Opaque Ini 2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Doorwithor Wthoutsidelites (Inswingio.tsrmrig; XXor OXXO configurations)- 4 cf. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 &quotlmp ict&quat; Opaque 12f3V2022 Yes Yes Yes N/A Composite Edge Fiberglass Single Door (I nswingJOutsvimg; X.configuretion) 5 'e.Therms-Tru'Fiber Clas i-ral Smooth -Star Nominal 8&93908.quotlmpac[&duet, Opaque. 12Y3V2022 Yes. Yes Yes NIA Composite Edge Fiberglass Single Door Wtn Sldelha(s) (InswinglOuffiwing; XO, OX or OXO configurations) 6 (Therma-Tru Fiber -Classic arid. Smooth -Star Nominal 8&#390&quotlmpact&quo); Opaque 12/3112022 Yes Yes Yes VA Composite Edge Fiberglass Double Door with or vethout Sidelines (Inswing/Outswing; XX or OXX0 coot guratiars) 7 g. Thermo-Tru Fiber.Classic and Smooth -Star Nnmmal 6'8 &quotlmpad&quot, Glazed 12f3lf2022 Yas Yes Yes N(A Composite. Edge Fiberglass Slagle Door (Insvong/Outswmg, Xconfiguration) 8 h, Therma-Tru Flier-Classicand Smooth -Star Nominal 6&#39 8 &quctlmpact&qugt Glazed 12J3112022 Yes Yes Yes NfA :Composito Edge Fiberglass Single Doorwth Sidelrte(s) (Inswing/Outswing, XO, OXor OXO' configurations) 9 I.Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6&#39S&quotlmpact&quot Glazed 12/3112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door Wth or Wthout Sidelrtes:(Inerwing/OuteevAng; XX or OXXO configurations) 10 J: 7he"a Tru Fiber Clsssib and Smooth -Star Nominal 8'D.&quotlmpact"Glued 12J31Y2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (IneWng/Outsv'ng; X configuration) 11 k. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8'0 &quctlmpact&quot Glazed 12131f2022 Yes Yes Yes NfA C.Mposlte.Edge Fiberglass Single Door vAth Sidelte(s} (linswinglOutswrig, XO, OXor OXO c rif"gumbone) 12 I. Tharma-Tru Fiber-Classio and Smooth -mar Nominal 8'0 &quotlmpsa, " Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelitss (Inviting/Outswing; XX or OXXO configurations) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Naminal 6&#39.6 "lmpact&quot Opaque 121312022 Yes Yes Yes NIA Composite Edge Fiberglass. Single :Door Wth &quotNon-Impact&quot Sldelites) (Insw rig/Outewing; XO, OX or OXO configurations) 14 n. Therma-Tru Fleer-Classio and Smooth -Star Nemlhal 6&403" &quptlmPadI&quo1; Opaque 12r312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with "Non-lmpact&quet: Sldelites (Inswdngl0utsw rig; OXXO configuration) 15 0, Thearl Fiber -Classic -and Smooth -Star Nominal 8&#390 8quct;lmpact&qua1; Opaque 12131/2022 Yes Yes Yes N(A Composite Edge Fiberglass S11ngle-0oorwith &qum;Non-Impact&quot Sidelite(s) -(I nswnglCur smag; XO, OX or OXO configurations) 18 p.Therma-Tnl Fiber -Classic and Smooth -Star Nominal 8&93gp&quetlmpact" Opaque 1D312022 Yes Yes Yes N/A Composite Edge Fiberglass Double Door With '8quot;Non.lmpact" Sidelites.(IneWng/OutevAng; OXXO configuration) 17 q. Therma-Tru Fiber-Cio.eic and SmoothStar Nominal 6&439;8 &quot Non-Impact&quot Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door 0nswdngloutawmg; X configuration) 18 r.. Therma-Tru Fits -Classic and Smooth -Star Nominal 6&#39,6 &quctNon-Impact&quota Opaque 1Y13112022 Yes Yes No NIA - Composite Edge Fiberglass Single Door with Sidethe(s) (In-Ang/OutsW rig XO., OX or OXO configurations) 19 s. Therma-Tru Fiber -Classic and Srnooth-Star Nommal6'8&quot Non-Impact&quot Opaque 1213112022 Yes Yes No NIA Composne Edge Fiberglass Double Door with or l,Athout Sidelites.(InswtngfOutsrniing; XX or OXXO conflgurabons) 20 t Therma-Tru Fiber -Classic and Smooth Star Nominal 8&#390: Squat Mond mpact!,quot; Opaque. 123V2022 Yes. Yes No NIA Composite Edge Fiberglass Single Door (Inevnng/Outsw ng; X configuration) 21 u.Therma-Tn+Fber-Classic and Smooth -Star Nominal 88#391D 8quot Non-Impact&quot Opaque 12J31f2022 Yes Yes No NIA Composite Edge Fiberglass Single Doorwth SidellRe{s) (Insoiingl0utswing XO, OX or OXO -conf ouratlohsl 22 v. Therma-Tru Filler Classie-.and Smooth -Star NominalB&#390 &quotNdn-Impact" Opaque 12131t2022 Yes Yes No N/A Composite Edge. Fiberglass Double Door with or without &idelifes QnswinglOtmewing; XX or OXXO configurations) - 23 w Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&f€39,8 "Non-Impad&quvt; Glazed 1213112022 Yes Yes No N/A Composite Edge Fiberglass Single Door (lnswng/outswrng; X configuration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#398 &quctNon-Impact" Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelhe(s). 0nsWng)0vtswtng; XO, OX or OXO .configurations). 25 y: Therms Tru Fiber Classic and Smooth -Star Nominal 6&#398&quctNon-lmpact&quot, Glazed 12/312022 Yes Yes No N/A Composite Edge Fiberglass Double Door with or - WithoutSldelites (InswinglOutewing; XX or OXXO configurations) 26 z.Therma-Tru Files,Classlcand Smooth -Star Nominal 8'0&gUot;Noh-Imp2dt&quot Glazed 12131f2022 Yes Yes No NIA Composite Edge. Fiberglass Seigle Door (inswngfOUtswing;.X configuration) 27 za. Therm.-T. Fiber Classic and Smooth -Star 'Nominal 380390 ScuctNon-Impact3quot; Glued 1213112022 Yes Yes No WA Composte Ede Fih gI... Singl. D.-with Sidelite(s) (Inswing/W.Wng, XD, OXor OXO configurations). - 28 A. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88,#39;0 Squgt:Non-Impact" Glazed 11213112022 Yes Yes No NIA Composite Edge Fiberglass Double Door Win or without Sldelites Orgwing/Outswing; XXor OXXO configurations} Florida Department of Business & Professional Regulation Page I af2 Building Codes and Standards 1s2021 Product Approval Application Detail C- .. - - gralty.ir Date Data Date Pending Par. . Ty V.ne- Manufacturer Contact. Enalrleer& License Validated av Validated submitted FaCAy,..l ftoray.d tatus Revision 2020 MI Wind -$,and Doors Brent Sltiinger Luis Roberto Lanes Steven M. Ufion. PE IM612o2a 10106l20213 10AW020 12/152020 Approved Category: Exterior Doors F17) 365-33oa PES2514 - (?17) 317-8454 sub Category. Sliding Exterior Don Assemblies bsltlingcr#mhr,dcom Compiler" Method: ""I'atlon Report tomar Florida Registered Archltectore Licensed Florida Professional Engineer FL#133324111, Produdts - - Quatlty Assurance Aoorovedfor Wes Approved for Use Impact Design Sea k Product Modell Numdor or Name Product Descdotlon Contract Exyiratlail Dale n H V H 0 eltle HVHZ eR slstallt Pressure 1 SERIES d20ALUMINU M SGD SERIES 420 ALUMINUM SGD OXO 12r3la,324 No Yes No WA 14&314&quotx80&quot NON -REINFORCED 2 SERIE5420 ALUMINUM SGD SERIES 420ALUMINUMSGD OX K .XX 1 2131/2024 No f Y. Y s No WA S6&qu d;x80Rqua: MON-REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12312024 No Yes No NA 1452/4&dun x.1S&quo): 4 SERIES 420,ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OK 12rb12024 No Yes No N/A XO. XX96&qu0rx96&quot 5 SERIES 42CALUMINUM SGD REINFORCEO. SERIES 420 ALUM INUMSGD REINFORCED XXX 12+31/2024 No Yes No NIA 143&quo1s96&qud; Florida Department of Business & Professional Regulation peg.I f2 BuildiIngCodes and Standards tMY2021 Product Approval Application Detail ...Code - Entity pr - .... - _.. Date Eap, oat, Pandnp am - version SY1LE s Manufacturer andd Enalneer& Dcense Validated BV ��3 Validated Sub itte FBC Approval Approved dpgLo 5«Lua, Re,Adcn 2D20 Wayne -Daft.,.. division fCv,,h.sd Door D.syna Ka-nlsh John E, Scares Jeffrey P. Arneson, P.E. 101122020 09292020 102312020 12M612020 Approved Corpotsupn (33D)7634121 PE-51737 (904) 821-5200 category: Exterior Doors bkormShowsyne-daitan c SuhCat gory' Sectional Exterior Door Assernblies om Gempl once Mathod• Evalaellm Repod from. Florida Registered Architect or a Licensed Flonda Professional Engineer FLi182A6-R2a Products � - - QualityAssurance Aooravedfor Use Approved far Use Impact. Design sea k Product Mader. Number or Name Product Description Contract Exoli allon Date n NVH Outside HVHZ Reslalant PrerP??' s 3 BOD0/810018200.#1105 9&#35 M.x win h 14&#3a; Max heahl. Glazing 121312023 No Yes Yes '31.001-35.00 eellable in too or ntermediatesection, 70 8000/814018200 #1123 16&#39 Ma � idth 4&a'39'M xhal ht. Gluing 23 2023 x N. 1 d g H 1! 1 No Yes Yes *30:001-33.50 avmlable In top or intoenedlate section. 11 800018100l8200 #1124 16039. Maxwidth. 148#39. M.Ir6ght. Glazing 12131/2D23 No Yes Yes +3C40(-38.30 available in top or inmemledlets section. Florida Department of Business & Professional Regulation page'I of Building Codes and Standards 1152021 Product Approval Application Detail Code Entity.r Date Dsh$ Dare Panding Dato t oe Verson Manufacturer Cameo Engineer& License Validated Validated Sum FSG A,,,-[ Apmnred Status Revsii n 2120 Curves Dlvrslal of AADG Inc Tom Rattay UL LLC Troy Bishop. P.E. 12(101202a 12f012020 1221202D Appro,ed Category: Estes., Doors 1541)494-2813 'I954)947-0880 SubCategory: Exterior Door Components tcm.rabey@..e,.bIWy Compliance Method: Certification Mark cr Listing an FL#115374a Pled,ola Quallty Assurance Aoororedforuse Approved for Use [-pact n Sao# Prpduat M1dal Numher or Name Product De..notion Contract Exmration Data In HVHZ outside HVHZ Resistant 1 60r, 707, 727; 747, 157, 777, and 847 Single and Pairs of Flusm Glazed, and Louvered single and parrs of I M12025 Yes Yes Yes MIA Doors hollow metal doors. Florida Department of Business & Professional Regulation Fag.1 pre Building Codes and Standards I s12Dz1 Product Approval Application Detail Cde Eotl or tat. Date Data Pending pate Tyne Version manufacturer Conrad Engineer& License Validated 6v Validated 5uturnifted FBC Aoomval Apor-ad Status Revision 2020 MI YV"ndoyta and I)- Brent SiMailer American Architectural Steven M. Unch. PE I1/172020 19172020 112V2020 Approved Category: Windows (717)365-3300 Manufacturers As-i.tion I717;317-8454 Subcategory: Single Hung hsII: ngerQm wd.com Compllanc ,Method: Certitcation Mark a Listing QualiM Aszu Aoorayed far Use Approved far Use Impact D.si,, Sea Ptodun Model, Number or Name Product Description Colntraet Exnlratlon Date In HVHZ Outside HVHZResistant Pressure 2 185 SH 52.72 FinJFange Frame IG/SG Single Hung i Dl08202 No Yes No +601-60 Laminated Glass N N N O� 4_0 U N O ^ ♦� O 'L �U) C � 2 Q CQ 0 M L1_ O > Cn .N 'W L O O Y�i� , - �v1' 3j .= � C0 Z Z W J ni 'O W {� L U U r- C C:)C c_.'C7 N CMx N LA. C,_o (Jf >e N S Vf Q O A N � 3 � N .' C � O 3 co to d = U a)� C O � CQ G 0 L) O s4.. E W Z /_ v _ ICU O �J O L_ W � UM W H O L w� Q W Z J z Q J li SHEET NO. PA 1.0_ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page of 2 IQ5=22 _ c - .. . -Ent IN ar Date Date Date Fending ,Qatg - e Version Manufacturer contact n0lneer&License Validated av V li u m'tt d FOG Approval Approved Status Revision 2020. Therm. —Tr, Corporation Steve Jasperson Lyndon F Sah'midt P.E. Ryan J. King, P.E. 1010712021 Will B2021 10113f2021 12l15=21 Approved CategoryExterior Doors 800 84 -7628 E 3 OB 813 76.-6555 (.. J 3 P-0 4 ( ) 7 SubCategory; Swinging Ecterior Door Assemblies sjaspersonQthermatru.co - Compliance Method: Evaluation Report from, IT, Florida Registered Architect or a Licensed Florida Professional Engineer L9ZW__ f•R7 Frddudts Quality ASSUanCe Aoprovedfor Use Aooro-ciforLi Impact Des on se"! Product Model, Number or Name Product Description Co ntract ontract Expiration Date. in HVHZ Outside HVHZ. Resistant Pressure 1 a. Thermo-Tru Fiber -Classic and Smooth -Star Nommal 8&#$B8 "Non-Impact&punt Opaque 12l3V2022 No Yes No. NIA Composite Edge Fiberg lass Single Door (I smngloutswing: X-configuration) 2 b. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non-Impact&quota Opaque 12)3112022 No Yes No N/A Composite Edge Fiberglass Single Door with Sidelite(s) (Insung/Outswng; XO OX or OXO ognfg afgr)s) 3 c,Therma-Tru Fiber -Classic and Smooth -Star Nominal •6&#3g;8"Nbn-Impaot&quot Opaque 1213112022 No Yes No NIA Fiberglass Composite Edge Double Door Wth'or without Socialites (InswinglOutswng; XXor OXXO configurations) 4 d. Therma-Tm Fiber -Classic and Smooth -Star Nominal 7&#391D &quotiNon-Impact&quot Opaque 12131/2022 No Yes No NIA Composite Edge Fiberglass Single Door (I nswinglOutsveing; X configuration) 5 a Therma-Tru. Fiber-Classicand -Smooth-Star Nominal 7'68gLuct;Nom-Impa4" Opaque 1213112022 No Yes No WA Composite Edge : Fiberglass Single Door with Sidel@e(s) (1-vinglOutaW ng; XO, OX or OXO configurations) 6 L Therma-Ttu Rloar-Classic and Smooth -Star Nominal B'0&quotNon-Impact&quot Opaque 12/3112022 NO Yes No N/A Composite Edge Fiberglass Single -Door (In-Ang/Outswirg; X confmuration) 7 g. Thera— Fiber -Classic and Smooth -Star Nominal 8'48,qugt.Non-ImpadAquot; Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door v nth Side fte(s) (I nswingtOutsvVmg; XO OX or DXO configurations) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&939;0&quatNon-mpOde" Opaque 125IQ022 No Yes No NIA Composite Edge Fiberglass Double Door With or vAthout Siduites (InswinglOutswing; XX or OXXO configurations) 9 1.Therma-Tru Fiber -Classic and. Smooth -star Nominal 6&#39:8&quot:11ron-Impact" Glazed 12131(2022 No Yes No NIA Composite Edge Fiberglass Single Door (InsvwnplOutswing; X oohfljuharfi n) 10 J.Therma-Tru fiber-Classlc. and Smooth -Star Nominal .6'B&quotNon-Inrpect". Glazed 12/31/2022 No. Yes No 'NIA Composite Edge'Fiberglass Single Door. Sldelite(s) (InswrlglOutswing; XO, OX or OXO configurations) 11 k Therma-Tru Fiber -Classic and Smooth -Star Nominal W3918 &quotiNon-Impact&quot Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Double Door with or xAthout Sldelltes.(Inswmgfoutswing;. XX br OXXO configuratlons)- 12 I.Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'C&quotfNon-Impactapl Glazed 12/31I2022 No. Yes No NIA Composite Edge Fiberglass Single Door (Inslvirlutswing; X.configuration) 13 m.Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'0&qu LNon-Imrapt&quob Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Single Door with Sidelite(s) QnswinglOutswing; XO, OX or OXO configurations) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal.8&#39:0 "Non-Impad" Glazed 12J3112022 No Yes No N/A Composite Edge .Fl derglase Single Door 0rhsWng/Outswing X. configuration) 15 o. Therma-Tad Fiber -Classic and Smooth -Stu Nominal 8&#39i0 &quothloh-Impact&quot Glazed 1213112C,22 No Yes No NA - Composite Edge Fiberglass Single Door with Siuelre(s) (Inswing/Ou evving; XO. OX or OXC configurations) 16 p. Therma.Tru Fiber -Classic and Smooth -Star Nominal B'0 &quotNon.lmpact" Glazed 12131f2022 No Yes No NIA. Composite Edge Fiberglass Double Door With or wihout Sidelites (Inswingl0utswing; XX or OXXO configurations) 17 q. Theme-Tru Fiber-Classicand Smooth -Star Nominal 6&#39:8&quotNon-Impact&qua Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door with Transom (InawrlglOutsvdng; DIX configuration) 16 r. Therma-Tru Fiber-Classio and Smooth -Star Nominal 68#39;8&quotNon-Impact" Opaque 12131/2022 No Yes No NIA Composite Edge Fiberglass Single Doorwith Sid sl to(s( and Transom (Inswing10.i., ant; OIXO. O/OX or OIOXO.conriguratlons) 19 s. Therma7ru Fiber -Classic and Smooth -Star Nominal SW9 3 "Non-Ihlpactaquot Opaque 12J3112022 No Y'es No NJA Composite Edge Fiberglass Single Door with schaie(s) (Inswin9/OutsWh9: XO, OX or OXO Continuous Hoed and Sill configumdorls) 20 L Therma Tru Fiber -Classic and Smooth -Star Nominal 88039;0&quot Non-Impact&quet; Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglass Single Doorwith Sidelite(s) (I nswBng/Outswing; XO. OX or OXO Continuous Head and Sill configurations) 21 u. Thermo-Tm Fiber-Classlc and Smooth -Star Nominal 6&939;8 "Non-Impact&quot Glazed 12f3l/2022 No Yes No NIA Composite Edge Fiberglass Single Door with Sideline(s) (InstidngfOdt§ving; XO, OX of OXO Continuous Head and Sill configurations) 22 v, Therms-Tru Fiber -Classic and Smooth -Star Nominal 8'08quot;Non-Impapt&pl Glazed IM112022 No Yes No. NIA Composite Edge Fiberglass Single Doorwith Soelite(s) (InevAnglOutsWng; XO, OX or OXO Continuous Head and SIII configurations) 23 w. Therma-Tru Fiber-Classlc and Smooth -Star Nominal 68439;8."Non-Impact&quot Opaque 12131/2022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sidelite(s) (Inswdng10utswing; XX. XXXor XXXX configurations) 24 z Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0&quot Non-]mpact&quot Opaque 12I3112022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sidelite(s) (Insw irgiOutswirlg; XX XXXgr>O= confiquiefion.) 25 y. ThermaTru Fiber-Classlc and Smooth -Star N.minet6'8"N.m•lmpad&qugt Glazed 1213112022 No Yea No .NIA: Composite Edge Fiberglass Door Panelswith Vented Sidelile(s) (fnswnnglOutswing; XX-XXX or XXXX configuraAons) 26 zTherme-Tru Fiber -Classic and SmoothSter Nominal 8&139t0&qubt;Non-Impaol&quot Glazed 12131J2022 No Yes No NIA Composite Edge Fiberglass Door Parealsvdth Vented Sldellte(s) (Inswing/Oui'swing; XX XXX or XXXX Configurations) 27 za.Therma-Tru Fiber-Classicand Smooth -Star Nominal WZ9:8"Non-Impact&qugbGlazed 12fMf2022 No Yes No NIA Composite Edge Fiberglass Single Door with 38039;0 SidelRe(s) (I nswinglOutsvnng; XO OX or OXO configurations) 28 zb.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'B&wt,Non-I - c1&'uof Glazed g mpg q 1213112022 No Yes N o NIA Composite Edge Fiberglass Double Docrvvith 3'08idslites (inswing/Outsnng; OX)(O configuration) 29 zo. Themla-Try Fiber -Classic and Smooth -Star Nominal 8'0 "Nemlmpact" Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass: Single Door with 3'0 Sidi (InevinglOutsvwng; XO, OX or OXO configurations) 30 zd.Therma-Tru Fiber -Classic and Smooth -Star Nominal B&#39:0&quct:Non-Impact&quoq Glazed 1213V2022 No Yes No NIA Composite Edge Fiberglass Double Door with 38o3g;0 Sidelites (InwvnglOutsMng; OXXO configuration( 31 ze. Therma-Tru Fiber-ClassicandSmooth Star Nominal 7'0 &quotiNon-Impact&quot, Shaker 12/31J2022 No Yes No NfA. Series Composite Edge Glazed Fiberglass: Single Door v4th or without 1943R2 &dlelae(�) (InsvrtnglOutsw-Ing; X. OX, XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL315259-R31 Code F�ttyar Date Date Date Date Status Type Version Manufacturer Contact �ngirlegr 8 Validated By Validated Submitted ing, Auroved Approved 2C20 Revision POLYGLASS USA MauryAlpert, License Maur AI art. John W. 10126f2020 10122/202C FBC 12y1512020 Category; Roofing S954233133OSmalpert@pol)glass:com Robert Nieminen Knezevich, PE Al2Rroval Su taCategory PE-59166 (954j 772-ri224 11/01/2020 Underlayments Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#6259-R31 Products Liar Assurance Approved for Use AApproved for Use Impact Deslon Seo# Product Model, Number or -Name Product Dausor intion Contract Ekniratton in HVHZ Date Outside HVHZ Resistant Pr s e 1 Polyglass Rocf Underlayments Roofing undedayments 1=172022 No Yes N)A 41AW-622i5 1 P6lyglass Roof Undeffayments.(HVHZ) Polyglass roof underlayments for use in FB0121232023 Yes No NIA NIA HVHZludsdiellons. 2 Polyglass Roof Underlayments non-HVH Polyglass roof under la merits for use in Yd Y1rI ( Z) Y9 r 1212312023 No Yes NIA A -NIX-6225 FBC non-HVHZjudsdidions. c 1 Polyglass: Roof Underlayments (HVHZ) Polyglass roof underpyments for use in FBC12=023 Yes No NIA NJA HVHZ jurisdictions. 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roof underlayments, for use in IW232023 No Yes NIA +141AI-622.5 F80 non-HVHZ jurisdictions. 1 Polyglass Roof Underpayments (HVHZ) Polyglass roof underlaymerds for use in 1`1501212312023 Yes No NIA NIA HVHZ junadicticrus. 2 Polyglass Roof Underlayments (nonl Polyglass roof underpyments, for use In 12123/2023 No Yes NIA 4N1AI-622.5 FBC non-H VHZ jurisdictions,. 1 of IassRoofUndeda Underlayments HVHZ' Pol lass roofund rla mentsforuseInFB t 2318 23 P Yg y ( 1 Y9 n e Y C ?1 Ij2 e Yes N o 1 N A N! A HVHZ jurisdictions. 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roof underlymens, for use in IV232023 No Yes NIA +NIAI-62ZE FBC non-HVHZ judsdirtions. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 10MI2021 Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 175/2021 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 irI2o21 Code Entity or Date Date Date. damping Dlgo Code Offlity or me X1 Dale Penellna Dare lY_gt Version ManWacturer Contactalolneer&Llcense Validated By Validated Submitted FBC Anprgval. Approved Status Type Version. Manufeclurer ContactApo EntiinecrB License Validated l3y Validated- SUbmidetl FBC Apdrowl lover 1 Sat lc version T L o Ma..factu rw Aninnatlon 2020 PGT pus ilea In I Jens RosowsNl Mie I -Dade BCCD-E m C R tam-D d'BCC -VAL (7 I a e D 11N5)2020 11N52020 11/11/2920 Appr4va0 Revision 2020 MI Windows and Doors BreM.Sitlin Slinger g AmJ:ncen ArchllegEvnll Steven M. IhjCh, PE 10/0612020 1dl062079 101152020 Approved Revision 2029 I ovs and. Do — M Win Pr Category: Category: +Map 'd!s. (941)480-0100 (786)315.2590:. . Category: Windows (717)3fi53300 Manufacturers Assaclstron ,r r, 17)3178454: Category: Windows IY Subcategorysingle Hung jrestawsklapglindumeac SubCategory: Horizontal Slider Intingergrranmdoorll SubCedogory: Fixed Compliance Memotl: Certificallon Mark or DsdnH ore Compllaner! Method: Certification Mad[ cr Listing Compliance Method Certification Mark crL sting fulane'"y'redrlcts FL#'15351-Rll Frob is - - FL#15349 R70. Prariucls _ Quality Assurance Approved for Usa Approved for: use Impact geslorr igualliy Assurance Approved for Use Approved for Use Impact Design Seok Product MDdel, Numberor Name Product Description nOmraCf EanlYatlDn Dale III NVM2 OulsldeNVHZ Pressure geoM Product Modal. Number or Nameduct ProDescrlotlan: Contrast Exogatron Dafa to HVHZ - Outside HVHZ Resistant Pressure 5 —eQ0 Product Model Number or Narne 2 SH55OO (Lai a Missile Ire act 9 broad) Vinyl Single Hun Wnda& Y 9 9 07/3o2025 Yes Yes Yes NIA 1 HS 188 Fin and FlangePrnme 73k621nsulated Glass 02/162024 Nq Yes No + 55155 1 185 PVv Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entl r Cam act lurem er& L.—Ilt Validated 8, &ant Sitpager Antoom erArch'I.clurarich l Steven M. UPE (717) 385-3300 ManufacturersAssoclahon '(711)317-8454 oshiingergmlvld— Page 1 of 2 1W021 Date Date Die Pending Date Vvarfdaled submitted FBC Approval Approved Status 11nZY2020 1122np2C 112&2020 Approved IN A�-su rents nvadfar Use i r Annr Anprgved o Us,a- 4ual 11neaF1 IIS9IgB Product pescnolon Contract EXplratlgn Date In Hi Outside NVML Resistant Pressure 73. 72 Insulated Gloss O4l0312023 No Yes No •001-60 Florida Department of Business & Professional Regulation Paged at Florida Department of Business & Professional Regulation pallet a Florida Department of Business & Professional Regulation Paget of I Building Codes and Standards U52021 Building Codes and. Standards 1512021 Building Codes and Standards fi&2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Cods Entity on Data Date Data Panama ogle Code Enlist or We Data Cate Pandina al Code - EnfiN or 2" 291 Data Pandina pee Type Von Manufacturer Contact Enoin... & License Validated By Validated Skilarnitped FBC Apnravai Anomved Status Tvoe Version Manufacturer oCntact Engineer&License Vaadafed av Validated Submitted FBCAomvval Approved status Type Version Manufacturer Cantact Engineer&Lleehse Validated By Validated SubmlR@d FBCAbproval Approved Status A' olio 20 PGT Industries. ffurn n 20 Jens Rosowski .Miami -Dads 2CCD-:CER Miami -Dade 2CCD-VAL fi 520 11MM20 ro 20 IIII 12020 Apo reed Revision 2020 Ml Who—. aid Doors Brent Shiner Luis RLcmas, PE Steven M. Urleh, PE 9 ING12020 10/062020 10/1912020 121152020 Approved APpr Affirmation 2020 PGT Industries Jars Rosa9'ski Muhl-Datle BCCD-CER Miami -Dade ECCC -VAL 11A152020 11f05f2020 11111)2020 APP roved Catiaill windows, (941)486-0100 (786)315-2590. Category: Wonda— (717).365.3300 PE-62514 (717)317.8454 Category:: Windows. (941)486-0100 4786)315-259C SubCategory: Rxed )rdaVWskiMpgJndustdes.c Subcategory: RAulhais. nsitlingeramiwd.com SubCategory. ra ims incep 11,1@09tlnduslneac Compliance Method: Certification Mark or Listing or, Compliance Method: Evaluatim Report lrotn a. Campllance Mamed- certiff.Uon Mark or Listing pm or a Licensed Florida egllaEngtl ftiA243-R24:lerodticts "' Profess eerhtect pLY251.RI3 PreduLts':� "" - . - QuisliN Assu,— Approved for Us. Approved for use impact Des lon RLg_ r+S AA -li ar Prod-.itl,ls - - - - Quality Assurance Approved for Us, Auprand far Use Msad Deslon See product Model. Number or He,, Product Description Contrack Ezpirallon Data in HVHZ .Outside HYHZ Resistant Press— _, - - _ _ Sea A Product Model. Number or Name Product Descnotlon Corarac! ExPlrallon Caie In HVHZ Outside NVNZ Resistant Pressure 5 PW-5520, fLare Missile impact) H P ",el Fix@d Window WSOR625 Yes Yes Yes NIA Ssgk Protluct Motlal. Numder or Name Qualm, Assurance Product Deeper Due Contrast E%dlrat'Igll Oala Approved her Us, Approved far Us, in HVHZ OutsitlaNVH2 Impact Resistant Deaian 1 MUIIIgla la'AII DoDr52Rd:Wlndor!a Aluminum Mullions g5261202G Yes Yes Yes NIA 2 5784 Vertical Auminum Mullion 12r3172024 No. Yes Yes N/A Code Tvoe Version Manufacturer Revision 2020 James HandleBuilding Products. Inc. Category: Panel Wei Subcategory: Baling Compliance Method: Evaluation Report from a Florida Registered Archlted or a Licensed Florida Prelf—ional Engineer FUMMI I Products.. - sea a Product Model Number or Name 1 Cemplenk Lap :Siding 2 H.rdi,Plank Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pave I off Florida Department of Business & Professional Regulation Paget ore I 02021 Building Codes and Standards 101912021 Product Approval Application Detail Entity - - Data Data Data Pending me code EntIN or - D$e Date Date Pendlno aMg Carried engineer &License Validated By V.111 ad SubmiHetl FBG Approval Approved Status _ztm Version Manufacturer Contact Engineer &License ValWalad By Validated Submitted FBC Approval Approved Status Chad Diarvk4 V. AndrevTan John Southold, .P. E. 01N5l242121412620 010, ding FBG Appn ReMsmn 2020 Alslde aThompson F Sc m' i, P E, Ryan J. Kng, P, . 027152021 021152021 02222D21 0411W7021 Approved (909)545-835C PE-81662 (352)367-2528 Category: Panel Walls- ;330)922-2380 PE-43409 (813)757-6555 ch,d:dlercksf ameshard SubCategory: Befits: nthompson(il.lsidli cum e.cgm Cornpllenoe Method: Evaluation Repodfrom-a Florida Registered Architect or . Licensed Fiords Professional Engineer FL*iW2As Products '" - .. ' Q.allty Assurrink. Approved for Use. Approved for Us s m e Deslon Quality Assurance Adi�—d far Use Apdrooved for Use Impact Design Product Descnotlon Contract EXMratlon Date Il HVHZ Outside HVHZ Resistant Pressure Sack Product Modal, Nuni or Name Product Description: Contract E.plindl-note In HVHZ Outside HVHZ Resistant Pressure irber-cement lap siding 1201/2023 Yes Yes 141A NIA 1 a. &qutt:2T&qupt. Soffit Vent a Solid Vinyl Soffit 12IMno23 No Yes No N/A dber-cement lap. siding 121312023 Yes Yes NIA N/A 2 b:&qutAliance T4&qua;Seifit Vent or Sold Vinyl Soffit 1D312023 No Yes No NIA 3 C. &quotGreebrter Vintage Beaded039'. Split. Vent Or Sold Vinyl Soffit 12/3172023 No Yes No NIA 4 d. &quot:D5&gi Soffit Vent or Sold Vinyl Soffit 12J312023 No Yes No NIA 5 a. &quct:Chisdar Dak&quot Softlf Vent or Sold Vinyl Soffit 92/312023 No Yes No MIA 6 f: &qud:Super Sp.n&quota Soffit Venn or Sold Vinyl Soffit Rill M23 No Yes No N)A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft lmsr o21 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail paged off I0=1 Code -Entity c - _. r .. Data .D. pate Pending Date Code - gntliv ar .... Date. 291 time Pend rin Date Type Version Monufaowrer Cwrtact End ... r&Lice... Validated 13, Validated submitted FDCAporoval Avg— Stator Tvbe Version 'Manufacturer Contact Enoinoer& License Validated Hv validataa Submitted FBC Approval AdnrovsA Status Revision 20M TAMKO BuildingProducts LLC Kern Ed. Robert Nle iaJohnWKri-Aph IM42020 09292020 10/122020 ID16QQ20 Approved Revision 2020 L.V. Thompson, a.dii Thompson Architectural Tony Chrisman Zachary RPried Steven M Urch. PE 09117220 09/162021 OW 2a29 12n52020 Approved Category: Roofing (417)624-8644 PE-59166 '954)772-6224 Metals Company(TAMC Di (813)248-3456 PE-74021 (717)517-8454 SubCategory: Underlayments kam_etledQlemko.con Category: Roofing lorya—gametilroomnicom Compliance Method: Evaluation Report from a Subcategory:. Roofing Accessories that are an Florida Registered Architect ore Llcensetl Florida Integral Part ofthe Roofing System Professional Engines Compliance Method: Evaluation Report to. a Architect ore Licensed Florida Fl./r12329AIffreducts _ PFlorida rofasslongistered I Engineer - duality Assurance .Aparovetlfor Us a Approved for Use Impact 13-kin Fl:7q B9t&R3 Prladpats. $ep# Product Model. Number or Name Product Descrioaon. Contract Expirafian Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Aowovedfor Use Approved for Use ImpW Desr 1 1 TAMKO Roof Underlayments(HVHZ) Roof undarlaymcnts for use in FBC HVHZ 0612921723 Yes No NIA N/A 8sok Prddual Model. Numbarlar Nance Prdduct D-scrioUon gre,breptr Espi,#ion Date 'in HVHZ Chnidtle HVHZ Resistant pre —re jurisdictions. 1 TAMCO Fla[ Tcp Ofl-Rldga Vent with Gaffe for The 26I a. static roofventiledorvith baffle 09f062026 Yes Yes NIA NIA 2 TAMKO Roof Und., yments (NON-HVHZ) Roofundedayments for use in FBC nm-HVH2 064292023 No Yes NIA NIA 2 TAMCO Gooseneck Vem 26 ga. 09/0912026 No Yes NIA -01-52!5 jurisdictions. 3 TAMCO Off --Ridge Roof Vent moth Befre 26 go static roofveatilato"Mtn integrated bank 0910912026 Yes Yes NIA WA 4 TAMCO Round Top Off -Ridge Vent with Baffle for Tile 26 ge. static roofverflator v. th baffle O9/092026 Yes Yes NIA N/A g 71. Version Manufacturer Revision 2D20 GAF Category: Roofing, Subcategory' Aspfialt5liingles compliance Method Evaluetim Report from, Florida Registered Architett or a Licensed Flonda Professional Engineer FLMITI d-R28prgduats L Product Model. Numhernr. Name 1 GAFAsphat Roprahinglas Florida Department of Business & Professional Regulation Pas.1 a2 Building Codes and Standards Ii812p21 Product Approval Application Detail owe Dan" Date Pandina D d. Cgniaa Englneer8 Ucense Validated By 1y31 tlated sulgialtarl FBC Approver AApproved Status Michael Stich Robert Meminen John W. Kneervich. PE ODIZW021 092112029 10,VW020 12/1512020 Approved ($D6)766,341f PE-`v9166 (954)772-8224 rnalehilgatcom Quality Assurance Approved far Use Approved for Use Impact Design D t n Product Descrlotidn ContractE.diretlon Date in HVHZ Outside HVHE Resistant Pressure. Fiberglass relnf—d 3-tali, laminated 5-lab and 17JI89022 No Yes N1A NJA hiptridge asphalt shingles Florida Depa dment of Business3 Professional Regulation Bullding Codes and Standards Product Approval Application Detail Page'I oft 102021 code °.. - Entity to of. -Date Date Per lno Di Typo Version Manuf.0.1vr Ccntact En.ln.er& Ucense Validated 9y Validated Submitted PSC Approval Approved Status Revision 2020 Flonda Metal Products Ina. Clark Jones James L. Bucker. P.E_@ Steven M. Urich. PE 0927202C 092542020 10,042020 12/102020 Approved Category: Roofing (904)783-8400 C RUCK Engineering (717)317-8454 Subcategory: R.oling Acessoarime that ,ara. an clark@fl—o.eom PEJ1242 Integral Pan ofthe R ofi gsyslem Campllance Method E,61uhstipo Rmpodfrons Ronde ReglsterodA tit t.ors Licensed Florida Professional Engineer RLOZZINA2 Prod cis _ Cuallty Aesuralee Approved for Use Approved for use Impact 0.1kin Sea M` Product Mod.L Muni or No.. product D.scri pupa Contract Estu atlon Datm in HVHZ Dutslde HVHZ Resistant Pressure. 3 3- FLAMGO BquoERV lO Ridge Writ&quot: I Aluminum Ridge Veils for pitched reefsfabricated 127312024 No Yes No NIA from 0.025' Numinum Florida Department of Business Pi Professional Regulation Pagel oft Florida Department of Business & Professional Regulation Faisal a3 Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards Wit= Building Codes and Standards 1902021 Building Codes and Standards ir250o22 Product A royal Application Detail PP pp Product Approval Detail ppApplicationz r0 UCiApplication Detail Code y Entity RJl ,. ,tare DDle. Date pending Dale f .Goods -. _ e finv or Ewa We j. a pate pending ald's .. Code. .. -Approval — Entity or .. Date. Date .. Date Pendlno Data r g. version manurget—s- Contact Entimeer &License Wirlsted ev Validated submitted FBC Aooroval Adal Status TVP. Version Manufacturer Contact Eng mr & License Validated ay a Validated Submibed FBC Approval Approved Status T ie ion Manufacturer. - Contact Engineer & License Validated av ValidatedSubril FBC Approval Aeo[oved Aiatus Revision 2020 Lermancc Katrina Jells James L Buckner P.E. Steven M. Urich PE y 011123120201 11232 20 9202 12 D d'm FBC g Appr Revision Octal Roofing 2D20 g Anderson Robin nAPM nit— Evaluation Ga VV. Worker Q U ry e ifi0322D20 1iN22020 11l05/2020 Appro+wd Revision 2020 Global Protection Products LLC. .... Tim Ridlemson WAWA. Tiuit Jr. P-E. John W. Knezevioh. PE 0910BJ2020 09/08/2020 10101202 0 12115/2020 roved Approved Category: Reefing (501)083-6163 PE-31242 (71 7) 317-8454 Category: Roofing (81)1)390-6091 Services LLC, (205)354-0160 category. Shutters (954) 589-7545 PE-44167 (954) 772-6224 Subcategory: placing Accessories that are an KialeyPlomencoeom SubCategory: RmfingTles RcbmAndersonCtoral.eo SubCategory: Storm Panels tim.robinscr@9ppentcom I ntagral Part ofthe Roots g System Compliance Wadi E-Wieim Report from a m Compliance Method: Evaluation Report from P Rep Com lkance Method: Evaluation Wsoma P oduct Evaluation Entity Florida Architect or a Licensed brida dF... Florida RegiatereclArchltect or a Licensed Florida ,. �` _. ,, .. - Professional Engineer Professlvnal En ineerL#Td49 g R}2 Pr edi`ids ,,, < ' ;: ,; .. ,, '"' •.: , . z , FL#772112 R&Pr.duds _ ,., QuallM Assurance , .. Approved for Use Approved forUse IrilDact :DeTlan ':PL*lt5 T64'tik a'dt ' " ' . ,. ' , ' ; - - - S Product Modal Number Name Pi oduct Description contract E.pirtlon Data in HVHZ Oulakh, HVHZ Res MPressure Calling Assurance Aoorovetl for Use Approved for Use fransiolt Desinn Quality AWuraltte Approretlfor Use Approved for Use .hill _ D—esdaln_ 16 Saxony Shake, Slate. Count ryslate Spit ad English FlatProfile Denver. Co 12131220 lib Yes NA NJA Se m Product Made), Number gr Name Product D-upp[pticin Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure se,# prduct Mrddal. Number or Name Productm peon Contract Eamiretion Cate In Hi outside HVHz Resisfam Pressure Thatch&amp Import 'I 20 Gage Galvanized Steel Storm Panehilhi Z Corrugated Galvanized Steel Storm Panels retained 1215V2022 Yes Yes Yes NIA 1 Deck-Air"DAd or TRl-Built Deck -Air DAd Lwr Profile, PolydginedtoPy-oc, Root Vent 12/102025 No Yes No +97:51-97.5 17 Saxony600 Slate. Shake Aare SIII Shake p• P Fair CA 12/312020 No Yes NIA NIA - ornottracks MechanlcMly Atmch¢d to pyvoctl Deck, 18. Saxony 800-Stale Shake 8 'S Split Shake Y P P Flat Profile alto. CA 127312020 No Yes MIA NIA 2 24-Gage GalvanizedSteefStorm PanelsiNHVHZ Galva izevidehurneampnelsret Competed Galvanized Steel Storm Panels retained 126112022 No Yes Yes N/A 19 20 27 :Ssx ny 700 -Sh.k ,sale & p; Spilt Shake Sepny TOO - Shelia, Slate&amp: Split Shake T.isEspana fSprialon. Flat Profile St ckton,CA 12J312020 Flat Fraud -RI1c, CA 12/312020 High Profile Katy, TX 1D312020 No No No Yes Yes Yes MIA N(A NIA NIA NIA NIA - or not by tracks to provide hurileane protection. 28 Villa Lax Prone - Katy. 1X 12/312020 No Yes NIA N)A Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Page I ott Florida Dapartmerd of Business & Professional Regulation page 1 of Building Codes and Standards 1252022 Building Codes and Standards 1IN2021 Building Codes and Standards 110112021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code nF_ liN'or Date Data Data Pending past Code Entity or Date ante DMe Pending Den, Code entireor Data Date Daro Pentllnn pal. Tylye Version Manufacturer Contact Eon ineer&License.. Validated. ay Validated submitted FECApproval. Annrovetl Statu6 Tye¢ Version Manufacturer �. M 'cl Engineer&License Valitlaletl By Cmrta alidaled submitted d submrte F BC Approval A oomugg 5 talc Tvga Version Manufacturer contact Enninasr&License ValidatedW Validated submitted FBC Aooravat Approved SI.Ws. Revlslon 202I7 AlAmencan'hutteraand Glass S Mike Frank L. Bannardo. P.E Troy Bishop. P.E. p. r 10l28/2020 10f1o1202D 11l0512020 12l15l2029 A roved pp Revision Aline 2D2D p stuad. Lawns ICC Ev.luatl.n Service, LLC William M. Raniart. PE 113V2020 0 iD221202A'- 11 N52020 11 MO02 n 0 r Approved Revision 2029 Commercial Concrete Prdpuvts.Inc: RvoenG111Is Sauol A�GreenD@r John m g q' 9v9e 020 1vs O2 12 1 R 0 '12292020 -, tlnng FSC Appr, Category: Shutters (581)712-9882 PE.0046549 (954)9A7-g88d 4 dategory-Slrut IEanp meats (321)710-3377 (407) 681 -1917 Category: Structural components (893)659-3707 PE-34245 0521588-5311 SubCategory: Storm Panels mikeb@.l emedranshutte subcategory. Truss Plates sle.n@.lpindtw,com 0ubCalegoW. Products Introduced asa Result of preceahzecripyohog.com Compliance Method: Evaluation Report from a rseom Compliance MAhd. Evaluation Report from. New Technology Florida Registered Architect or a Licensed Florida Product Evslueaan Entity compliance Melhotl: Evaluation Report from a Professional En nee, 9 Flood R stared Arohbctora Licensed Flonda 9 -: FLk1Ss d[Ttin duo - Prae ro I En peer 9 l.Yr97065-R3 otludtS' - F is . 1 . - _:: quaitiy Assurance Approved for Use Approved for Use Imb.ct Deslon .l ..-' f t 4'NB`PYodUota. -- - I 1I I Quality Assurance Approyedfor Use Approyedfor Use Impact it seek product Model. Number or Name Product Deserllitan Coruract Exolrallon Date In HUNZ Outside HVHZ RliIse pressure ': , 11 - N b e Se # Product Model, um bar or Nam Prg u tDescri t Contract Expiration Date In tl c pion ra xp I Outside HVHZ Resistant Pressure 1 W CG I one HI Strength "H &am : S T B /A er n P 9h g P ) Metal Connecto Piste i21312 24 M D Ves Yes MIA NA 1. Quality Assurance Atiorwed for Lisa Ao..sad for use p Imoaal rDe .l rn�r 1 toga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 121312022 Yes Yes Yes N/A 2 ITW BCG/Alpine HingePlete Metal Connector Plate 171392024 Yes Yes N/A N!A se,g#_ PFotlutt Model. Number or Nam¢ Product Descnotlon Comrad Exnlrallon Dare. In HVHZ Outside HVHZ Resistant Pressure 3 ITW BCGlAIpIne Thule, Metal Coral Plate i2Y312024 Yes Yes NIA r!ok 1 quality Pre cast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 051252024 No Yes I WA 4 ITW SCG/Alpine Wave Metal Connector plate IW312024 Yes Yes NIA N)A Florida Department of Business & Professional Regulation Building Codes: and Standards - Product Approval Application Detail P.O.1 a 1 a IQD21 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 02 9262021 Code entityI, Caars DWI Date Pendlno pests Co�q entity or IEtp [We Get, Pentland I are, Code Entity or Date Date Date Pending QNg Type Version Manufacturer Contact Entities, &License Validated By Validated submitted FBC -Approve! Approved status Was Version Manufacturer c or engineer&License- Mandated ay Vallcated Submitted PBCAmroyal Approved status Tyle Version Manufacturer Contact EnobiI License Validated By Validated Submitted FBC Approval Avoroved Status Revision 2020 MITek Inc. Erin Walden ICC Evaluation Service. LLC ICC Evaluation U-1ce, 08/11/2021 OSA 012021 08112Ra21 Approved Revision 2020 Waysilhatusu Rob Baldwin ICC Evaluation service. LLC Ian Lehrer• P.E. 0202/2021 I D/I 32020 C21OV2021 Approved Affirmation 2a2u Alpha Aluminum, Inc. Jose 90va Luis R. Lomas Steven M. Urich. PE 11116/2020 1V162020. IVOW 20 Approve[ Category. Structural Components [e5O) as&aa3s LLC. Cat g ry: St ct 1 Components (253) 924-6475 (608) BM-3288 CategoryPanel Walls ACT 509-2008 PE-62514 17117) 317-8454 SubCalaggry Truss Plates evvelden(Pmil.com (205) 599.9800 ilh(tt.gtiry Engineered Lumber Raben.6aldrsrin@weyerha subcategorySothis. la phaalumm—naC.ya,. Compliance Method: Evaluation Report from a Compliance Method: Evolution Report from a eu M Compledce Method: Evaluation Report from a o:com Product Evaluation Enfay, Product EwWaidon.Entity Florida Registered Architect or a Licensed Florida FLS2197daaAroductz , 6 " . .I c.- ;` v PLdS52TR11:rPraduota .• - :: - , " .' . - Professional Engineer - ... -. QuaI1N A:INEi sca. A mrnvsd for Use Aoordyid far Use.. kno e t De'._ s F1.0444�r`Fr'uducte ' S-0 9 Product Modal. Number or Name Product Description -OuaIlN Assurance Corlect bobatlon Date Approved ter Use In VML Approved for Use Outside HVF1Z Impact a Istant castor, a sure Sea 9 Product Model, Number or Name Product Description CotNraet Ex Irlillm Date hl li Outside HVHZ Resistant Pressure _ gtlalgv Assuralce Approved for Use Approved for Use Impact Deakin 1 M18AH5 18 go . high strength Truss connector plate 12/312022. Yes Yes NIA MIA 1 101-11am LVL Lominated Veneer Lumber 03131QO23, No Yes NIA NIA s # Produo Metal. N mhaz or. Noma Product Dascriotion [ontrac[ Exoiratlon Data In XYHZ outside FNHZ Resisiard Pressure 2 . 16 gal: auger Fgh lrusscmnectorplate 121312022 Yes Yes NIA PdANIA 2 Pompom PSL Parallel Strand Lumber p3/312023. No Yee N7A N/A 1 Sold Vented Aluminum SaMV Alpha &amp: Vented Auminum 07l30rz023 No Yes No MIA 3 Will 16 Will 16 connector 16 ga. floss n 121312022 Yes Yes NIA NIA 3. Timher5trend LSL Laminated Strand Lumber 03/312023: No Yes N/A NJA CMU & Wood CMU & Wood cylu Gump W SoniV CMU &amp' Wood 4 MTiBHS th truss ire ss c 18 ga, high strengthkruss connector plate. 121312022 Yes Yes hllA P11A 4 TJ RIril Board Structural Composite, Lumber Or Oriented Strand 031312023. No Yes MIA NIA - 5 MT20HS 20 ya, high strength truss connector plate 121312022 Yes Yes NIA NIA 5 Weyerhaeuser Rim Board board Run Board Oriented 51rentl ecerd Rim Board 07J3120Z3 No Yes N/A NJA 6 TL18, MT1S 18 ga. truss oolneciorplates i2I312022 Yes Yes MIX NIA 7 11L20. NTT20 20 ga. tmsa ccnneaorpates 121312022 Yes Yes NIA NIA May 27, 2022 #al �I �0 W W O W m U N 0-0 Co -6-0W -0 W /O I..L ^' W O O = O L � = L Q) M O O t+_ ` .Ln —0 Cn E O W Ca /�� ii .9 /� /1I/'� Cn ca. 0! Z Z W J " iV O C®v1 ""' 00 Vr_ (=CVUC2.C'e7 CO W C C11 ® N ca C= a-. y N ® Ca -ct r N Y d CU Cl3) � yam-.. G y C2 Q 0 — c= WL M C1 (.j a) 4 d _7 C r -Cc ?+ � _= N) = C E ev rn "_ to (n L. a) E -F--& z W � M M 0 0_ 0 i..^L Q L...6—i U 0 0 0— , n W L) m =:3 Q -0 � 0 CO CO W :5 A'C Q W z J z Q _7 0— SHEET NO. PA 1.1 —_ --- — -_ I I FF > U O OL ... ' . Simpson Strong -Tie 2�20 pBC Approved Products links pdated123202g . Simpson Strong Tie �g20 FBC Approved over�roducts " CLUCK HER £ 1pdat6d12d3H229 rmp� n :�� B�.ApprQf � PrQdL�tS�lm :: Strong-Tie- -For direst links to all SST approvals listed octavo CLICK HERE Updated.1Z130202Q . ��n �tr�rig-TIC ��B��ppr��Qd Pr�du�tS "FIX dii links to all SSTapproY is riled below, CLICK HERE. Updated 12(30 02Q .Sr O W 1` r1 FordueCt to afirSST approvals listed belovo, CLICK HERE. ". For direct links to all SSTapprevals listed below,. . - ... , CCf LJ_ . z ., . For additional Information regarding s StatevrIda Product t Approval ann ba a County .o4caof A cto ca (tOA7..CU4KMwE Fa additional information regarding Flrlda,sSte[ewrdaProductApRrevoltYinom and 1i8T1bads CountY - ec Noti� fAce Rteoce FaaddiGxaI -?torauonre9ardin flgAasStateMtde-ProductApRroval8Ystem �d Mami bade GountYNo0ce:9fArceRear . . .t4A) CLICK K h E. . sregarding ne xmasmFIdrdaSStatew arodu topproval S te-m sind am.Dade County -. . NotlCsofAcce toaa tA). CLCK HER - . ._ FL#2355-R7 FL#10446•A' FL#10456.0 11 HUS,HUSCsaneshang,ers Face -mount hangersavailailelnwidths langingfrom.l-518'to3- (�Fn 0116i"and heights ranging from 4.5116' tc 1' Concealed filange V Seu # Product Modal, Number or Name Product Desc;d9 on Sea # Product Model. Num bar or Name Product DescdUkl Sea # Product Model, Number n Name Product Descriptien version (H LISP available for models having witith equal to or O Q 1 Tlten-5tainlassSteel Concrete &•Masonry Screw (1TN-SS) 1!4" diameter 7tenshainless- steel masonry screw 1 A21:A23,A33;A84A36,A411 Angles - 1 BT,BTB BTH BnckTes greaterthan3-5116". O L i. O 2 APA21, APA4, APA6 APVA21, APVA4, APVA6 Outdoor Accents tingles 2 CMST12, CMS714, CMSTCI6 CoiledShaps 12 1USseries.hangers Face -mount hangers available in widths ranging from 1.7ia" to 3- Q 3 APe44APB44R, APVB66, APB66R, AP68$. APBSSR AP81010 APB1 OI OR, APVB44, Outdoor Accents Poet'Bases 3 GS14, C516, CS18 C520, C522 Coiled Straps 518"and heights ranging from 9.114" 1016° O _ LL _ FLt19589-Rii A l844R; APtlB66. APVe66R, APVBS$, APV088R APYB1D10, APV8101OR 4 CSHP18, CSHP20 Coiled Straps 13 LGUS 25 SDS, LGU363-SDS, LGU5 25.SDS Face -mount hangers O 4 AP0J172-4 AP0JT2R-4, APDJT2-6, APDJT2R•6, APVDJT2-4, APVDJ72R4, APVDJT2-6, outdoor AccentsDock-Joist Ties 5 G7S218 CompiessioNTensioh Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers Q > Sea Product Model. Num bar or Name Product Description APYDIT2R3 6 DSP,SSP T5P SlultcPlatetie 15 LUG26T LU21DZ Face -mount hangars U)m ,_ " QL 1 SDI 0112D86 .. Outdoor Accents'Con neetprScrew 5 APH}146, APHH46R APHH610, APHHl310R Outdoor Accents Heavy Hanger 7 H1 H10A, H2:5A, H3, H6; H7Z; H16, H165, H16;2, H16-25 HurncaneTles 16- LUSserveshangers- Face -mount hangersavallable in widths ranging from 1.9116" to 4- ty L„" U)(n Q 2 SD9112, SD9212;.SD10112, SD10212 Strong-DriveSD.Connector Screw 6 APL4, APL6; AP74, APT6, APVL4, APVL6, APVT4, APV76 Outdoor Accents L and T Beam -to -Column Ties 8 14GT 2, HGT 3, HGT-4 Heavy Girdet-Tiedown 518" and heights ranging from 3" tc 10-15116, . Q � 0_ 3 SD9112S$ SD9212SS Strong-DWaSD CortnectorSS Screw 7 AFLH24,:,APLH24R APLH26, APLH26R, APLH2'10, APLH21OR OufdoorAscents Light Hangers 9 H524 HurricaneTis 17 MGU3.W-SDS, MGU5,25-SDS, MGU5.50-SQ5, MGU5.62-SQS, MGU7005D8 Face -mount hangers (Cj �� +� 4 S G- 4 S 5 D F22 34, DGF22,�I2, DCF22614: SDGF22700, SDCF228o8, 5DCF221014; _ r Strong 4rrte S[)CPTInSber CF Screw �8 BVL� r r Ledger Connector B iciGVenee Lodge ono for 10 - S •SDS.SHS 22 D 3 SS2- S3. S4-SDS3 HS 2 1 , S S S , H 3-SD . HS Heavy Stud as a y Stu h 16 Users- hangers Ml es rig „ 5- a e nt a ersav table tit .' a -9 to - F ra-m u h rig available In wid s ranging from 1 116 o SDCF221134, SDCF221334, SDCF271958, SDCF2723a8 9 C8T22 CBT4Z Concealed BeamTies 11 HSTZ HSTa' H5T5 HST6 Shale t straps 118" and helghra-rangirip from 6-15116" Lo'18112"; 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, 8-DCP22658, SDCP2291Z Strong -Drive SDCPTimber-CPScl 10 CJT3Z, CJT42: GJT5Z, CJT6Z Concealer) Joist Ties 12 HTS16, HTS20, HT824, HTS28, HTS30, HT,$30G Heavy Twat Strap 19 MUS26 MUS28 Fare -mount hangers SDCP221100,SDCP221134,SDCP271400 11 DJT14 PeckJoistTie 13 HTSQIBKTZ,-HTSg20KTZ HeavyTw[st5trap 20 SUR.SUL.SURC;SULCseries hangers Skewedface-mourrthangersavailableinwidth"srangingfromI- S SDHR2-74QQSDHR27614,SCTHR31400,SOHR31614 Siang-Drive$DHRCamba-Head Screw 12 DS DryWall$top 14 LFTA Light Floor Tie Anchor 9/16"to3-9119andheights ranging flarr 1i16"to13-A" 7 SDS25 12. SDE251.34 5DS2520- DS25212 SDS2 300 5312.. 25 12. 1 0, S 5 :SDS2 ,.SDS. 4 o -D" DS eav' Out Connector Screw Str rig rivet H y y inn for & r w 1 8 -4. C6 FC - F Framing`Gli s p 15 LSTA9 LSTAI.2. L5TAI5 LSTAIB LSTA21 LSTA24 LSTA'30 LSTASS , , .. Strai htstra s g p Goncealed fangeveraion,(SURC SULC}avaiiablaforAll double SDS25560, 81DS255DD,. SDS25800 14 FWANZ' Foundation Wall Angles 16 LSTI49, LK173 Straight Straps_ 2Xand 4X models; only acute flange is concealed, 8 SD5251126S, SDE25200SS, SDS25212SS, SDS25WOSS- SDS25912SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 CAI- GA2 Gusset Angles 17 LTB20, LTB40 Bridging. 21 U series hangers Fare -mount Mangers available in widths rangingfrom 1-9116" to 9 SDVVF2716 SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive, SDWF Floor -to -Floor Screw 16 H2A, 112.5T, H8, H10A•2_; HIIS„ H14, HGAIO Hurricane Ttos 18 LTS12 LT.S16; MIS, L-TS20 Light Tr/fstSxrap Wan l heights ranging from 2-518' to 11.14' 17 IS HCJTZ HH4, HH6 Heavy ConcealedJoistTie Header Hangars 19 20 MGT MST27, MST37 MST48, MS760, MST12 Mad umGifderTledown Straight Straps FLY#10007�R6 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MS_ TA24, MSTA30; MSTA36, MSTA49 Straight, Straps FL##10667�R6 20 L3Q; L50, L70, L80 Angles 22 MSTC23 MSTC40, MSTQ% MSTC66 MSTC78 Straight Straps seAlf! Product Model. Numbar or Name Prod uctQosc&tL9 21 LCEd Post Cap 23 MSTC48B3, MSTb6883 Pre -Bent Straps Sea # Product Mod Ie Numberor Name Product Descrption 1 ATR318, ATR1f2 ATRS/8, ATR3/4 Threaded Rods 22 LS3O, LS50, LS70, LS90 Skewalole Angles 24 MSTI261 MSTI36, MST146,, MSTI60, MSTI72 Straight Straps 1 BA series hangars Top flange hangers available in Wdths ranging from I-9116" to 7- 2 ATUD5, A7UDS-2,ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSC2 Adjustable Stair Stringer Connector 25 MTSf2, MTS16, MT818; MTS2C, MTS24C, MT830, M7S30C Medium Twist Strap '118" and heights'langing from 7-118"1o.Wl. 8 B 18 BP1/? BPI. 3 B 5 8 2 B �18-3. 4 B 1. 3 B TUD3 P3 2, J2 P ! P BP3/ , P3 4 PR 4 r s Bearing Plate 24 LS 26LZ L SJ Z 2 LZ. S 2 R SJ2 _ - SSJ2 0 Z SJ S 26R , LSS,! 8 , L SJ_,8 Z, LS 10LZ, L 1 R e Adjustable Jack r Field Adlusta ckMangs .26 N 2x10-1a NCA2x12-12 NGA2x8. NGA2x10 16 NCA2x121. GA Bud- in g g 2 DGBF series hangers g To flange h n eavailable ' i dais fro 3-58" o p nge a g rsm vl ranging m / t 7 4 CNWSIB. CNW111 CNW518, CNW3/4, C19WWS-V2, CNW314-518 Co4PlerNuts 25 LSSR1 81, LS8R21, LSSR2.33, LSSR2.56 LSSR210-2, LSSR410 Field Adl,ustalale Skrpeable/Skewable Hanger 27 RCW012 RCWB14 Wallnrocing 1/$' find heighte:ranging frem 9 1/4"te24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD67, CTUD86, CTUD97, Coupling Take -.Up Device 26 LTP4, LTP5 Tie Plates 28 RPS181 RPS22, RPS28 Repair Plate Strap 3 DGF series hangers TDp flange hangers available in widths ranging from 1'-112" to 3- CTUD98, CTUOW9 27 ML23Z, ML24Z; ML25Z, ML28Z; ML216Z Angles 29 RSP4 Stud to Plate Connector WS" and heightsranging from 7 IA" to 241, 6 N3; W, N5, N6 Heavy Hex Nuts 28 MMH$ RoafTle-DoWn 30 5P1: SP2, SP4, SP6, SP8 Stud Plate Tie 4 QQHF tah*- hangers Top flange hangers available in widths rahgng from"1-314"to 3- 7 'RTUD3, RTUD3B,-RTUD4, RTUD49, RTUD5, RTUDB, RTUD7, RTUD8 RatchetingTake-Up-Device '21 MMHC HmgedRoofConnector 31 SPH4,r4PH6,'SPH6 HeavyStud Plate Tie - ;118' rid heights: ranging from90/4"to24";, - - 8 TUD9, TUD10 Take-Lp Device 30 MMLU26, MMLU26-2, MMLU26, MMLL28-2 MMUL210, MMLU1211, MMLUI39; MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, S83. SS4 5 Stud Shoe o EG5, EG7I EG9 series hangers Ttip flange hangers available in wdths ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 RBG_.RBCP RoofBvundaryClips '33 -ST9,S71.2,ST15ST22,,ST292,ST2122,672115•.572215,STO215;ST8224,ST6236 Straight Straps 7/8":andhetghtsran ging'from II"to52=4i2": 10 URS„3 31$ Uplift RodRunTiedownSystem $2 RST-3 Roof Tie -Down 34 TS20T627,TBa0T636,1642,TB4$,TFT54TB$6,T860 T.ensror0ridging 6 EGQseries hangers. Topflangehangers avallabiernwidths ranging fromS=518"to7- 11 URS4 112 Uplift Rod RunTiedown System 33 RTC.227, RTC42; RTC27_ RTC44 Fill Tie Connectors 35 TWBIO TWB12, TVVB14 WallBracfng 11411and heights ranging from 11 Vil li 12 URSE BIB" Uplift Rod Run Tiedown System 34 STC: STCT, DTG, HTC4 7russQlips 35 VGT, VGTR, VGTL Variable tall Girder Tisdown 7 GLS series hangers Saddle hangers available in-ukdths ranging from 3.114" to 6-718" 13 URSB 914 Uplift Rod RunTledownSystem 35 TJC37TJC57 Truss Jack Clips 37 WB106.W8108C,W8120,WB1MC, WB143C Wall Bracing and heights ranging from 8-1f2"to28". 36 4, Z4, ZA4 Panel SJ#fener Clips 8 GLTV sertes hangers Top flaCrge hangers availablerin widths ranging from 3.114" td 7- 118' and heights norging from 11"to32" FL1#10441-R6 FL7#'f0531-R5 9 H13Series ltangers Top flange hangers available Inwdthsranging from 1911'6"to7- FLi'ktO447-RS 112"and heights ranging from 8" to 30" Sea # ProditotModel. NumberorName Product Description Ben ## FmdUgt'Model, NumberorName Product Description 10 HGLS series Bangers Saddle hangers available it widths ranging from 5-174"to 8-718" 1 DTT2 Hold-down Sea # Product Model. Num bar or Name Product Description 1 06H2 37x55,vBH2.37x7 , CBH2:374.75 Concealed hangers arid heights ranging from 1010to 28"; 2 HDC10/4, HDC10122 Hold-down i AHEP Adjustable Hfp-End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from10.8- 3 HDQB; HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, RSC2L.SDS3- DSC5R-SDS3, DSC5L-SDS3 Drag StRACormectozs available in Wdths ranging from '1-9116" to 3-9116" and heights 7f8" and heights ranging from 7-112" to 32" 4 1-10112i HDU4 HOUS HDU8, HDUI1 HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1l6"to 23-15116". 12 HGLTVsevesharltJers Top flange hangers available in widths ranging from 31 M4'Io7- 8 HPA28; HPA35 Strap -style purlin anchor 4 HGP1 81 HCO2, HGP4 HipGcrnar Platt 3 HQU363-SQS HGU5 25 SUS HGU5,50-SUS.HGU5.62-SDa; HCU7.00.80%HGU7.25- Face mount hangers- 118" and heights ranging froml4'to 63' LSTHD8,LSTHDSRJ Snap -style hold-down 5 HHRC2-ZHHRC42,HHRC42-2HHRC41181,HHRC44;HHRG525M.25,HH1305.3713:12; Heavy Hipto Ridge Ccrinectars SDS,HGU9,OO-SQS 13 HITRenee; h2rigors Tdip fiangetrain gets avail! bIa'in wdins rangingfrom 2-5f16"to3- 7 MASA, MASAP Foundation anchor strap NHRC,66 4 HGUS series hangers Face -mount hangers available in Wong ranging from 1-5/8" to 7• 9116" and heights ranging from 18" to 26" _ 8 MPA132, MPA144 ;strap -style purlin anchor e HRC1 81, HRC22 Hip Ridge Connector 3I8".and heights ranging from -T--$t16' to 12=7t8" 14 HUSTF'serres hangers: Top flangejcist.hangers available in widths; ranging firom 3-118" to s PA18, PA23, PA28; PA35; PA51, PASS Strap-styla purlin anchor 7 LRU26, LRU28 LR1.1210. LRO212 RatterAanger 5 HHGU5.25SDS HHGU5-50•SDS HHGU8 62 SDS HHGU7 00=SLDS, HHGU7`25-SDS; Face-lriount hangers 34PI0" and heights ra%ing from 5-30' to 13.118'' 10 PAI18, PA123, PA128; PAI35 Strap -style purlin anchor a LSU26, LSSU28, L3SU210 Light Slopeable/Skewable U Hanger HHGU9,00SDS 15 HUTF HUCTF series hangers Top flange, hangers available in widths ranging from 1-9116" to 5- ny 11 STHD10 STHDI DRJ Strap -style nold•down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, H HUS5.50/10, Face -mount hangers 112".and heights ranging from 3 7/16' to 1'5" Concealed flange C%j 12 STHD14.STHDI'4RJ Strap-slylehold-down 10 TC24TC26,TC28 Truss Clip HHUSY25PIO version (HUGTF)availabtafcrart models laviIngryidthequal toor Chi 11 THA29,THA213,THA2ISri THA218.2,THA222-2,THA413,TRA418,THAC411S,THA422, AdlustalloTruss Hanger 7 HSUR HSULHSURC HSULCserieshangl Skewedface-mount hangers available InWdths rahgirgfrom 3- greater than-2-9/16, -.a. THAC422 THA426, THA422-2, THA426-2 118' to 5-118 and heights ranging from 4-SM,"'to 15 314"_ 16 HWP series hangers Top flange hangers available In widths ranging from I-i AS" to 7- 00 12 THAI1.81/22, THAl2.06f22, THAI2.1122, THAI222, THAI322, THA13522, THAI422 Adjustable Truss Hanger Sized for 1-Joists Concealed flange version (HSURC, HSURC) available for all 118" and heights ranging from 5-318" to 2W 04 13 THAL422 THAR422 Skewed Truss Hangar double, 2X and 4Xmcdols only acute, flange rs concealed, 17 Iiv 11PH series,hanger& Top flange hangars available in wndths-ranging from 1-9/16" to 7- 1 14 THJA26 LTHJA26, LTHMA Multiple Truss Hangers 8 HT026 HTU2$, HTU210 HTU26 2 H U23 2, HT1J210.2 Face mount hangars ii?"and helghts.ranging from 5.318'tQ 32' U iy 15 THJM2-4SDS3, THJNI2 S-SDS3, THJU26, THJU2P, W Multiple Truss Hangers 9 HU, HUC series hangers Face mount hangers avajlable'in widthsrang ing from 1-911'e' to 7- 1$ ITS series hangers Top flange hangers available in Widths ranging from 1-9116" to 3- CD q 16 TSBR2-24 Truss Spacer -Restraint 1'/2" and heights ranging from 2 7/8" to 19-114"_Concealad flange 518" and heights ranging ftom'9-1t8"to 16' u c7 17 VPA2 VPA25'VPA3 VPA35, VPA4 Variable Pitch Connectors version:(H UC) avallable for all models having Width equal in or 19 J13 sores hangers Top flange hangers available In uldtli ofi:9f18"aid heights V H 18 VTCR Valley Truss Clip greaterthan2911i6". rangIngfrotnS-Sf8"to7-t14' N 1� % 10 HUCQ181/9-SDS,HUC4'1:81i11-SDSjHUCQ210-2-SDS,HUCcZ210-3SDS,HUC4310- Face.mourrthan'gers 29 JBAseries laangers Top flange hangers available in widthof1-9116"and.he(ghts. 'y N '- SDS, HUC0410-SDS, HUCQ412-SDS, HUCQ5,2571g=SDS, HL1CQ5:25111-SDS, HUCQSIO- rarrging from 9-W1 6" to 13-118" SDS, HUCQ612•SDS 3 w tip. .0 G m a .ra 4 ti Q ,a a, ,"1✓ CL E - Simpson Strong Tre 2020 FBC Approved Products- Updated 12/3Qf202P p � � Simpson Strong Trie202t1 FSC Approved Products Updated i P1,30/202Q pd : >_ Slrripfon Strang Tre2DZU FBC.Apprav�d Products U dated i /30/202P. p - Simpson Strung Tle2D20 FBC Approved products Updated 12C30 02Qr p >� -Far d_iellhksio_allSSTapprovals Wed baw,.CLICKHER direct Hn-kstorellSSTapprovalsPaled DeorCLICKHER For drectgnksto-all SSTappr,ovalslisted Wiv&OLICKHER For diro.ot:llnkstoeII5STappr_ovelsllsdbelow,.CLICK HER For additional iMsxmatronre arde FloriasStatawidaProduuNApRr al System and vamCounty efAc a tanco-iNiA}, „I.H x 'Notice ,.Fa For additionalGiolintarmauan regarding Flondas5lewIdePrvduclApp Approval System and Nai-bade County iceofAuctance-iN6A}, - For additional Information regarding F ondasStalewItleproductApproyalSystam antlYuaru+DadeCauntyNotrcevfAcca Lance. N&A}, For addimal Information regarding Ffondas5tatewrdePrcduProduct ami-badaCwntYNoceof ACceptaqce•{DA}, 1 H H R 21 LB set es_hangers Top flange hangers available in width -of 1-A116"and heights FL#1 11468-Ra 1'8 bi-SV1 �w, wL8V1-$I, S&BV2.06, S&EV2:37, S/LBV2.56, SA_8V2.& S/LBV3, 12. Top Flange Joist Hangers 5 SET -ASP Adhesive Anohcr7or concrete ranging from 53J8" to 15-118", S1 13V3.56, S1LBV3 62, S1LBV4,06; SILBV4.12, S/LBV4.28, SiL8V4.75: S/LBV5.50 6 Strong-Bolt2 (STB2, ST524SS; STB2-6SS) Strong-0ck2 Wedge Anchor far concrete available in carbon 22 LBAZ series hangers Top flange hangers available In width of 1-9116" and heights Sea # Product Model. Number or Name Product Description 19 SLTT20. $/D T2Z, .S/HTT14, HT74, HTTS Hokiowns steel and Types 304 and 316 stainless steel ranging trnm9.3/1i3' to 13,118" 1 HHUS2103, HHUS210.4 Joist_Haogeir 20 WMSTeO, 9/MkST72 Straps 118 mil (10 gal 7 Titon HP iT )-H, THD-HMG,THD-H4SS, 7HD-H6SS, THD-CS. THD-CS5SS` Then HD Heavy Duty Screw Anchor for concreteand masonry '23 LEG3, L EG5, LEG7 series hangers Top flange hangers available In Wldtns ranging from 3-1 K'to 6- 2 HRS6, HRSB HR512 Strap Ties 21 SP4: SP6 Stud Plate Ties available with hex head in carbo n steel and Types 304 and 316 718" and heights ranging from 9" to 33-1 /2" 3 HU00210-2-SDS, HU00210-3:SDS; HUCQ310-8DS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, of with countersunk head u1 carbo n steel and 24 MEG5, ME07 series hangers Top flange hangers available in widths ranging from 5-114" to H 4 THG82, THG83, TfiGBH2,THGBH3, THGBH4 Joist Hangar '23 STC, DTC Truss Clip Type 316 stainless steel 7J8 and heights ranging from 9'ta.32-112" 5 THGQ2 SDS3, THGQ3-8DS4 5 THGQH2SDS3, THGQH3SDS4.5, THGQH4 SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler 1THD37634RO, THD50934110) Then HD Threaded Food Coupler for concrete 25 MIT "es hangers sell g e s available o '- 5- Top Hang hanger allable In ranging from 1 91I6' [0 6 3 3.4 T G . - T G -. THGW3 THEW H W4 3, H W4 4 Joist Hanger dis Ha .g .2 5 T JC37' TrussJaokGonnector 9 T n H Threaded o ' an er HDS25158RH THDB3715 H. HD37 212 H. Ile D d R d H g (T 8R T 7 R n D T rea ed o e o concrete Trte H h, d Rod Hang rf r con r to 118" and heights ranging from 9-114" to 24" TH050234RH, THD10212RH) ,25 PF, PFB, PFDB, PFD$B Series hangers Top flangehangars available in width of 1-9/T6" and heights 10 Wedge -Ail [WA) Wedge-AII Anchorfor masonry ranging frcm3 3J8" to 7-118" FL#11473-R5 FL#'13904-R5 27 RR Ridge ratter-torrnector 28 WP series hangers Top flange hangers available in lvidtfis ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Numbar mrName Product Description FL#16230-R$ 118 and heights ranging W 114" to 32". 1' DET'f 2D Double Embedded Truss Anchor 1 CCOW, 62 SDSHDG, OCQM4-62-SDSHDG, CCQMk50-SDSHD{a, CC7QM562-SDSG, Masonry Pier Caps 2 FGTR FGTRHL, FGTRHR Girder RetrofitArlchar Q'CT0M4'82-SDSG 0CTQM5.6O SDSG, CCCQM3,82SDSC, CCCQM4;62-SMG, Sep # Product Modal. Number or Name Pmduct Description HIS; HISS, HI8-2 H16-2S Hunicane7o GCGQM5,50SDSG, 1 AT-XP AT-XP High Strength Acrylic Adhesive for concrete or masonry FL#10660-R5 4 HErAl2,HETA16 HETA20,HETA24,HETA40 Embedded Truss Anchor 2 C-CCLOV[362G-KT,ECCLQM4.62G-KT,ECCLQM5.50G-KT;ECCLLQMD362G-KT, MasonryPierCaps 2 ET -HP Ei-HP Epoxy Adhas-Re for masonry 5 HETALI2 HETALI6 HETAi20 Embedded Truss Anchor ECCLLQM104.62G-KT, EGCLLQMD5,5OG-KT, ECCLRQ1,U3.62G-KT, ECCLRQMD4X2G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive far masonry Sea# Product Model, Numbarorflama ProductQescription 6 HGAMI(1 HMg Masonry retroftconfeczcrs 4T ECQLRQMD550Q-KT 4 Strong-Bok2(8TB2) Strong-6olt2Wedge Anchor for masonry 1 ABA44,ABA44R,ABA46,ABA46R,ABASE, AEA66R Adjustable Post Base 7 HHETAI6 HHETA20 HHETA24,HHEfA40L HeavyEmbeddedTruss Anchor 3 HGUM525 HGUM5.S0,HCUM7➢O HGUM725,HGUM9,g0 Heavy Masonry Hangers 8 TYen2(TTN2) Til2Screw Anchor for Concrete W 2 BU. 4 8 B U5 �. B 5-6. BU 5 6 A 44, ABU-0 R, A U46. A U41iR, AB R U A 6 , RBU6 , ABU66R ABU88, Adjustably -Post Base 8 r . L 2 G 3: L15 L GT , L T S 2..�, GT4-SDS3 a a Glyd rTI doaAli 4 L 6-2 LGU 26-3. LGll 26- GU 8.2 LGU 28-3 LGUM •4 LGUM2 0-2 GUM2 ., _ M M 4, L NI2 M 28 1 sour Beam 'Han ors Masonry g 6 ten D• SST D- D•C 6 Ti HID CfH H4 11 H6SS: TH S SSry e DHeavy-Duty Titer H ScrewAnghorfdreoncrek$ available In 304 ABLE811, ABU1010 ABUT➢IOR, ABU1212 ABUI212R 9 LTA2 Lateral Truss Anchor LGUM210 3, LGUM210-4, LGUiv146 1=GUM48, LGLJM410 or316 stefltlesssteelwith hex head, and 316.stainless steel with 3 4 ABW44z ABW4ARZ,ABW48Z,ABtN46RZ,,ABW66Z,ABW66FaZ,ABW3-7 AC4, AC4R, ACE4; ACS, ACSP, ACES AdjusmbjyPestBase Post Cap 1D 11 META12 META:'110,METAIB,META20„MET'A24,META40: MSTAM24, MSTAM36, MSTCM40, MSTOM60 EmbyddedTrussAngllor Strap Tie for Masonry 5 _ r r 5 r MBHA3.12/9:2J,MBHA3IB/1125;'MBHA3.56fi-23 tu16HA3;a.6192.5,.MBHA3a6/11.25, M13HA3.56/1f,88 MBHA3.56114 MBHA355/16, MBHA3.56118 MBHA5:5Q1726, MasonryTopFlatlge Boom Hangers 7 Then Turbo (THT) cauntersuni"head -. Titan Turbo s`orewvAnchorfor wricrete or masonry z U) S BG4, EC46 eC41R, BC6, BC6R, BCS, 8CS2-2/4, BC52 316 Post Cap 12 MTSM16, MTSM20, HTSM113: FiTSM20 Twist Strop for Masonry M8HA5.50i9,25, MBNA5:50J11,25„ MBHA5.S0111,88, MBHA5;5£V14, MBHAS 50f18, 6 C044, 0846 C648 C866, CB88 Embedded Column Base MBHA55D118 7 CBSQ44-SD521 CBS046-51382,'CBSO50-SDS2, CBS(ZWSCS2, C135088-SDS2 Embedded C+alumrrBase 6 MBHU3 5619,25, MBHU356111 25, 1ABHU3,56/11,88 MBHU3,51W14, MBHU3,56116, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, ECCUSeres Bolted column capsvvith Wl ranging from 3- 4'to9-112' and FL#1'1496-R$ MBHU95611B, MHHU5501926 MBHU550111,26, MHHU.5.6➢/1i 88; MBHU5'60114, W2 ranging from 3.5f8' to 7-112" MBHU5 50/18, MBHU650118 Sea # Produdt Modal, Numberor Name Product Description O 9 CCQSDS2.5,ECCQ-SDS2.5Series Screwed cotumncaps with WIranging from 3-1/4"to9.1/2"and Sect # Product Model, NumberorName Pmduct Description IL X34B1016-5K,XiS1O16,XiB1016.4K,X01S1018,XWB1016-41< #TO16Strong-DrveXMetal Self-Driiing,TappingScre"with#3 L W2ranging from 3-518"to7-112" 1 DTTIZ DeokTenslonTie DrillPolnt �1 10 OPT44Z CPT667, CPT88Z Concealed Post Tie Base 2 HD1'2, 1-1019 Bolted Haldowns= FL#13975 R8 2 XLQ114T1224, XLQ114B1224-2K 912,24'Strong-Drive XL Large.Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB45, EPB6S Embedded Post Base 3 HD3B HD5B, HD7B, HDQB Bolted Holdowns Screws with #5 DrillPoint-andLarge Diameter Hex Washer Head 12 ERS47L Embedded Post Base 4 HTT4, HTTS, H75-314 Tensiar ies Sea i# Product Model, Number or Name Product Description 3 XMQ114S1224, XMQ11431224-2K 412-24 Strang-DriveXM Medium -Head Metal Self -Drilling, O 13 LGB44, LCB66' Embedded Column Base 5 LTTig, LTT20B; LTTI31 Light Tension Ties 1 SDVV22300, SDW22338,45D022438, 5DW22458, 5DW22500, SDW22600, SDW22638, Shang -Drive SQW EWP-PLY end TRUSS -PLY Screvus Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z,LPC6Z Light Post Cap S[YtN2r334 SDWC 4 XQ114S1224,XQ11421224-25K,X114S7224;XQ112S1224X0112B1224-215 #12-24Strang-DrveXMotalSefF-Dring,TappingScroWsWith #6 Drill Point L 15 MPB44Z, MPB66Z, MP888Z Moment Post Base 2 SDWC15d5q; SDWC15800 Strong -Drive TRUSS Stfew 16 PB44, PB44R, PB46, P1366, PBUR Embedded Post Base FL#13M-R5 3 SDWH19300DB SDWH19400DB SDWH19600D6 SDWH9W800DB, SDWHIWIOOODB Strong -Drive SDWH TIMBER -HEX Screw 5, XU3481016, XU34141016-51K #10-16 Strong-DriveXU Metal Self-Dlilting, Tapping Screwswirth 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27440G, SDWH275OQG, 9DWH2780OG, SDWH271000G, SOWH271200Q Strong -Dive 9r WFi TIMBER-HFX HDG Screw f#1 Drill Point 18 P5WI`BV10 Round Post Base Sec# Product Model. Number or Name Product Description 5 SDW81$2y2,6DVV81Jd3Ol),SDWS16312 8DWSI$4Q0 Strong-DriveSDWSFRAMINGScrew 19 PC44-16: PC46-18, PC4B-16. PC54-1B, PC66-16. EPG44-16, EPC4a-18, EPC48-16, Post Gap 1 S35t5x24 SB7'18x24 S61x30 SB Anchor Bolts 6 SDW8196(10, SDWS1.9712; SDV4:S224DD,SDWS225W7 SDWS22612,:SDWS22600, Strong-Dwe SDWS TIMBER Screw( Interior Grade) O EPC64.16, E112066.18 2 SST616 SST1320, SSTB24, SSTB28, SST834, SSTB36, SSTBi 6L SST62OL,.SSTB24L, SSTSAnchor Bolts SDWS22800, SOWS22900, SDVVZ22100Q, SDW8221100, SDWS221200, SOWS221500 FL#35320-110 L 20 PC42; PC41?7, PC6Z, PCSRZ, PCSZ, PC4l EP04z, EPC4RZ, EPCOZ, EPCBRZ,:EPCBZ, Post Cap SSTB26L 7 SDWS22%ODB, 51DWS22900DB; SQWS2250ODB, SDWS22600DB, SOWS22800013, Strong-DriveSDWSTIMBER Screw (FliteriorGratle) EPGBRZ SDWS221004DB re Pto-duct Model. NarabVrZName Product Void upi nt 21 PPB44-4Z; PPB44.6Z Post Base 8 SOWS=312D93, SDWS22512D92 Outdoor Accents Structural W6nd Screw 1 DSSC6415_ OSSCB46, DSSCB48 DSHS Bypass Frothing Dnit5trut Connector A 1 22 RPBZ RatmtPest:Base FL#13672-R4 9 SDW82730OS$SDW327400SS.SDWS275008SSDWS276OOSS;SDWS27800SS Strong-DrUySDWS TIMBER SS Screw 2 FCB435,FC845.5,FCB47.5.FC8495,FCBAII.5 Bypass Framing Foxed-CIIpGonnector ��/V� SDWS2710O0SS SDWS27120OSS 3 FPHSD34 S1C16, FPHSD34BI016 FPHS034B10165K,FPHSD34S1214:. 910-16 and #12'14 Strang -Drive FPHSD:.Framing4a-i FS Sefr- "' � :Sean ProdUcit Modal, Number.orName ProductDasdrittiah 10 SDWV13400 Strong:DnveSDWVSDLE7c7-RIM Screw PPWSD3451214,FPH1aG4B72"I4.5K Dr7ling.Top ping Screws ICU FL#10t366-R5 I CMST12: CMST14, CMSTCI6 C814, CS16, CS18; CS20, 0S22 Collett Straps 11 STN22 Outdoor Accents Hex,Head Washer 4 LSFC2.25, LSFC4 23, LSFCe.25, SFC2 25, SF04.25, SFCFi25 Steel Framing Con hector U M ■ ■ a 2 HRs6 HRS8, HRS12, F.HA6, FHA9, FHAl2, FHA18_ FHA24, FHA30, MSTI26, MSTI36, Straps'.97 mil (12 ga) 5. LSSC4.25, LSSC6.25, SS(%225, SSC4.25, 5SC6.25, MSSC2,25, MSSC4.25, MSSC6,25, SIeel stud -Connectors Sep # 1 Prosludt Model Number or Name FJA, FSA Product Description Foundation Anchor 3 MSTI4$, MST100, 106772, SIMST27, SOST37 SIMST48 H7,516, HT520, HT824, HTS26 HTS90, HTS3OG HeavyTwfstStrip% FL#19363-R3 6 M€SC4 25KW. MSSC6 25KW RCKWS, RCKWS 5, RCKW7 5 RCKWSS RCKVV5,5S Rigid KneaWall Gonnecnor Q 2 PRFP Flat Retrofit Foundation Plata 4 LSTA30, LSTA38, LST149; L3TI73, MSTA9, MSTA12, MSTAI5, MSTAi'6, M8TA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43,5, 5C6455, SCB47,5, SCB4R5, SCB411.5, M90-1345-5, MSC847.5 Bypass Framing Slide -Clip Connector 3 G 6- 6-8 G - . G 8- G 6 G 4 0 , G 6- 3 - H4 6 GH4 , H48 6. HA $, H410- , H 1 -8, H6 6, GHBo-&, GH68 fi, GH68 e Girder Hanger 5 L L . L 5 1 LS 1. LST 24 92 ST ; 2 ST 15. S 2 5 STfl9 STA12. STA1 , LSTA R, TA2 . A , - 212 : 21 . _ T 21 Straps 33 ml 0 a aps 1(2 g) e # �_ Product Model. NumbErorName Product Descrl itfan 6 SCS32-5197 SCS62-5/97, SCS625/118 SCE82-51118 Bypass Framing Co edidr yR am ng inn 8; GHSI IIS, CHOI" 6 LLSUEH3.25 SUBH3,25, iv1SUSH3.25 Bridging. Connector 1 AS 18 As 1885, AS I SS6 18 ga. Truss Plates g SCVV3 2a SCWS 5 Head -of -Warr Slide -Clip Currnector 4 GLB5A, GLB513, GL35C GLB50GL67A, Q1.13713, 01.137C, G1,87D Glulam Bearing Plate 7 LTP5 Late(alT e Plate 2 AS 20HS 20 0% High Strength Truss Plata 10 SJC8,25, SXC10.25, MBJCB 25, MSJC10.25 Steel Joist Connectors L 5 GL17512, GBL7812, GLST516 GBLT616; GLST520, GBLT820 Giulam Bearing Plate 8 LTS12, LTS18; LTSI I , 1-TS20 Light Tviist Straps 3 AS-20 20 ga. Truss Plata 11 S683 518 Bypass Framing Slide-Olip Strut Connector 0 6 HGLBA HGLBB. HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, M5TA36 5T6215,� ST6224, ST9, ST12, ST18', 5T22, MSTC28, MSTC40, MSTC.52 Straps 54 mil (16ga) 4 ASHP Hinge Plate Connecter 12 XL5H34B1414, XLSH78BI414 #14-14 Strong -Drive KLSH Shouldered Self Drilling, Tapping 7 HGT-Z HGT-3, HOT-4 Heavy Girder Todowr 10 MSTC66, MSTC78, ST8236 Straper68 mil (14gsa Scrams W 8 UFP10-8D83 Universal Foundation Plate 11 MTS12.M-78115,MTS18MTS20M1TS30,MT824C,MTS30C Medium Twist Straps 13 XQ181Di8XQi61016-4i£,XQISI214XQ101214-35KXQ78S1.224,X078BI224-31i, #1CAS. 41214, and #12-24Strong-DriveXMetal Sel?-Drilling, 9 URFP Universal Retreflt Foundation Plate 12 SIBI:56, S/81,81, S/82.06 S162.37, S782.5E, S1132Z% SW,12; S/63:56, 6/133,62, S1B4.06, Top Flange Joist Hangers FL#15730-114 XW1491224, XQ114131224 2 5K, XQJ 12SJ224, XQI12B1224=2K, )(34BI016-5K; XIS1016,X781018-4K,XiS1214,X1B1214-3.5K Topping Scravvs ¢ '13 S164.12,5iB4.28,31184.75�S1135,50 WSA212M,S+BA2.12fl0.81BA2.12i12,WBA2.12/114,S/BA4.1818.SGA4.1%10,_ Top Fla ngeJoistHangers Sea# Prod uctfil l.NumberorName ProductDescLktipn z ty J S1BAOW12,SIBA418/14 1 Ef-HP AdheisReAnchorfbrconcrete z 14 VH1A HurricaneTte 2 GAG, GDP GDPMZO, GDPM 75 GDPM-100, GOPS GW-50; GVV75, GW 100, GTH Gas actuated fasteners and assemblies Q 15 S/HD85 SIHOS13 S/HD1OS, S/H DI06, S1HD15S, SJHD150 Holdowns 3 PDPA PDPA-4, PDPA MG, PDPAT PDPAT-K PINW, P NIA1P, PININP-W POPAWL, Rowder-actuated taste revs, threaded sh ds, and assem4lies 16 SIH DU4, S/HQU6, SIHDU9, S1HDU11 Holdolvn5 IdDPAWL-MG,'PSVL3, PSM-K, PCLDPA, PECILDPA, PTRHA3, P'fRHA4 J 17 SMUT,.SIHJGT Joist Hanger-, 4 -SEr-,3G' AdhesilAnChorfor concrete d SHEET NO. May 27, 2022 PA 1 2 i. MIAMI- PRODUCTCO!rMOLSECTM PGT InduoTies, Inc- 4 4 rus'awmst* �Zxmlos 'NdnCt Df� ACCIEPTANCT :]EV'1DF_NCE$" MUM 'P 'T g8w"'Xim, �Q_hdq_ ACCIT P11XNC1: EVIDENCISUBAM'MM, 1WAIM 9GuiAT'oYLYA"zrax. Mtrx_<opF.MMR) Mhzdk, T-ImU 31175-1474 9QARDA"CUDF_AAMWWTXAUVNDn7MXT LNOTICE(WkiCCtPTA-NCEtIE17EDE-NCE,SUBWrrED 7(780.313-2�_QP 'NOTICE OF ACdEPTANCE I. "-ew# sOmiWd under previous,INOA - 0. QUALM Ass"JuNCZ -(N-OA) A� DIRANMCA (Vaalftue4). FGT lisdosbirs, Ine. 1070, ItIchadalpT b6m 1- Uwaftc4=6 die drAwinou'd sedkw. � I 5 5� Test-Tqwfton !),4�k-ltftbtimTcg,,MFBC�M45,-202-94 *;'&r*VeAk#,YL3-t17_4 69 v9der NO.4 A* 11-010 t, MAIERIAL CERTI"CATIONS SCOPE 2- DmwingNb. MD -55,76.4,, titkd - Vm-,14 Sliding Glass Dam NOA aM-� sbmts 1 3) lbt. T , -Water��Ce FBC -"2-94- per JO L Notibe ofAcceptame NO. kMOd W ViiWnEArusim Linjktd f0f their is being-issue-d vuler 1he apoicablernksanO reptatipm gavminZ the mee I of 21. "ar*d.byn=ufxh= A dated Irg" dated IU5115_Vftx-= 4)1.-M Mxs�& Imp=t TM puFBC, TAS 201-94 "Wh* Rigg PVCEYrexior Extrunions for Wmdows acad Doorf- dated 08,1345- do cumeap6m submased hts bem re�-fe� aod awepted by VRwnt,1*& Cm%y'RtR _f1rodw r Coara _84mb= to 5) Cvtlw- Wind Pies= Lwdmgpff RW TAS 203-94 be meA inVaanx�Dade --Cau&T and O'diff areaswbae aamiAbythff (AHJ� 6) F=ed E=y Tf%t� per FHC� TAS 27K-% 2- Nofine &A�zoepta&e_Nbi 16-010M is� tqVidon Extnmon Limited fortheir -1 -E B, TEnc IL �p Along nudmd-V d1winp and instawim Ajagram of�wl smug g*s 40M mared 1000 Tm 202 and lighter Sltades (Ne"lite) Rigid'TIVC Exterfor Evftwiems far (W "am, bad'e - Colupty), xajior et, AAJ fiavee thii 1. Test rqx*1 ou 1) 'Unifom-Stafic -Air Ptewtue Tmt. -p&FBC TAS 20244 71 byFengsi=�ll-igoTmtiqgLwtllric-T��stR -OdNo_ULMI�9�_Aate4 iiQ;ws anil Doau;-, exp*g _", hf2'0421 pmftct cwMaterial testedtof UAd3PrDdDd0V Wate�S&JD _ffie Z,C�CEpted FBC� 201;�" 2) Love Amak lawvt -Test * i� seWed b 04 AM, Visim Extnuion Lmited lartheir 3- Natke qf_ArMt=cv No. 15 - 1.1� ivazd to -Browz nU=etjhemn dwir will irwwffie, eKpeaw i0f such ft�sbagzadlhe AWmayinumnaiaayrev ok-e- modify, oT 3) tyac-��.Presmr toadmsiper FW TAS 103-94 4- Test upw 0a 1) Air Inftratm Te&.per JFBC, TAS 102-94 Coared (Pahated ot Laminafed) Witite Mod PVC Eim-lor fxtru�aons for se of,sulch product or vwgen�d w&n jurisdichm m**pead lhe,u &if REX. n-aftves, the ripit to revoke fts 114 1 Vin alme withMaud-ap djawinp Rod instwlation 4 ot yj shling gla,% 4cm pfqmred 2) Uftifoun Statk Air PressM Test. perIBC- TAS 202-94 Whiddw5 and Dodrf'_ dated 081IRM oquing m M5049- y by Fenedratibu. Te�� Lab- Inc, - Test XTod 717. dated 12)0745� qpacd and 3) Water XesiWanize Tel, per FBC, T0202-94., 4� NbOwc 0 -Acmta2tr No, J"7jZ9ZjsWd toENEF--GlFuiesftboASotitkmsU$A,- Meet tim tequirmmts ofifie aWficaW b*14ing co& Musprodu4is apprme4 as dezmWhoziftandhas been 4esigAeAi*.odV1ywf -ga, P -sed, on 0.2 almis Otte, _E fqxid )d'1546 and 01,1206 .0 Large AUsile Imp. -tper-FBC 4) vtTft TAS 201-94 �IAIIN 3,W azd Lighter- Shadf s (,NouU 1=. ft tbeir -) Rigid VICE - Zone 2, Test rq0t I JAS2 5) Cyclic'Wind Pressw Loadimgper TBC.TAS 2-03M ]Exwu*w for Wtadows and 1)**% 04,01 21- daW,0911 �51w� expiring DESCIUMON: Series 4-5-57W1770" Vfin-1 Sfidrmg Glass Dwr qtekfiwrEd).w4o 9V & 135F rarnere-L-MI. U*&= _�t*IC Air ftSMM-. Test. per FBC, TAS V2_94 aloqg w4li=ulwd-up dnwinp-nd aftnaftm duVaninfl=Y1 Akdmg glass doer prqmrd :I-Nodreof -AccMta=Nb� 1"71ZO4 izaW to ENEFLGFme9mb=-So1utjow.US.k -81roum ApmovsLDoCudENT- DrawmgNo W-55m a RevR, vuled,vmyl Shdn�zGlns DvorNoA(LW_ ihmt 3) Water Redamme TL-A, per FB C�� TAS 202-94- 4)LxZe1VUsik-1MP2aTC9t FBC-TA.S1,01-CA per _=ftaT6;tbgLab,1Ac_1est.R ooNo,]FTLI551datcdtlIW15,sknedmd by F= 2P Idalmis Ortega, t E_ (Test =poff wvwd = 02, 5 sealed by -1 2016) Inc- for t�= ajid Lthta- Shadts of Cap Coated Rigid ExUlwons for Windowsmd Doorfdg-ed %/IL511j� ff 4*j'Ug 0a CW16"2 on 02/01f2l, Bigurd and scaled VY '103 5) 1��WJJ]d PM=r L�Pler`FW TAS 1 -94 'T 'xiifem.5talk A Pre m='TeAt M.-FBC, TAS on, 1)U �03 is, �_ to ENM G Fenestiaticm Sbtutidns, USA, k _Nafim, of AtmtauteNo 1"712 1 6 Faceo EAUy Test, p!tFKr TAS =-94 z Large Ab&sile lmpadTea perFBC TAS201-94, 44 PIVC Extorior-Eivusloas-for Whtdows And Doon7 dated ther Ameptaucemumberod expixa�u dak! by the Mazni-Vade C4WMtY-Fr04acf Carl" Setfwm Aftmnx IWACTRATUG- LarVimd8mAMti&hvWzR+A=nt aloog, witlLmailwd-u p dra*iapandinstaffition AJag=,o(,_ihj1 gliding gbss-doll p4ered, 3) Wind Pressure Loading per FBAt, TAS 203,94 CYC& - cThing on'o is, by Fear&abm Tt&h* Lab- Inc. 7 Tist Rqwd No- FM &Uk dated 1 IM61-5- signed and akmg wftmarked-up ftwiagB-And ins�oa diagram of vinyl -qhdft &sq_dw� prepared 7- Tea wports Nc(s)_ 10-00,70AI 10-06-MO5-77- f,_15753�09_ per �kSTNffi-84, Limmitatip6w� I- SeetabLat rca� types, sealed by Idalials Ortega, P-E (Tml Tepmt rEVm d-on0li"10 and 0,1111M byFencsfttion Testag Lab- Inc Test R=WXa.FrL 039 (&mots A-1 thm A-214 dated ASTIM1192-9 and ASTMD-635, k&x&by EXOVA to Vision Extrusion for celhilosic i!k B,7-AL" 741 ift 11 gnu lr:�_ 1, Tmt ipv� on 1) Air Infiftwim Tea. Per FBC, TAS 202-04 on dr, r A70-4 2V& I I - composite matef C� T,.au (Noa-wbife)' Rigid PVC od Brovm c oated (Painw d or lamv*ted) v�� Rigid #VC Ia be 2) Uniftm Stat ic Ak Prm= 1w t rr FBC,, TA S 202 -94 WattrRe�Wtoo(k, Test, perFBC TAS 2M 1 1 -94 610 9 Test nywm tj Air-Infiltiatim TM, per FB C_ TAS 292-94 S'ff'b'M&edun d&,NOAIVO� 11-010i 04't 8 9 -0 916,11 issued to MiraRv Ammi'm I In;-- for tbeir oftcletofAccevta�Ne. 14 3. Egte_�s qperabk&c&x naut cvmp(y with In mi clm- wuftkorhe�dper FRC regunvamt as zpyhcahle� 4) L2rge Missile, Imp:wtTest. pe� FBC- TAS 20 1-% Unifi= S lafic Air Pwmnre Tea, per F.8C. TAS 202-94 "SentryGlaA (Ckar And Whi1f)1ntPrhyei-_4_- �,_,QaOVW.19. 4, FGirketwmAs uu&r sepwawxppmvgL to be rev`k-mdbyB%kkW* official 5)C-yrAkVjnd.FRMrLo;a4Jngp FBC-TAS203-94 J) Water Residance Test, pff FBC, TAS- _10-94- -9- NoWe'6fAcceptance No.1 &IL117.01 im� to ku:�M A=eria. I=- for their or lopa_city, wwagdtemsond 6) Com- eO Euby TW, perFBC= TAS 202M 4) ImW Afissile hnp c� Test pei FBC� TAS 201-94 -TradfolS Ultiack-ar, Clem- and C�slor FVB InteAkw47 9&pking on 07 0949- County TrdI4LvtCbPk61 Ap"iW� noted hftt..,L 5 With maftc` I-W dpwiV and iaAnW, i"pAm,of��zyl, shding FBC, T CVC& WW ?==r 1,Pad*P -k& 203 N RVNEWAL,of tejVWa$0CjjjM has beenfiledAnd-thewho bemub 'by FmAratitz Ttsft L*, lk-Ted XVW No- IntM dated'I 2YMj5=,sV"and 'F�=- ed D*yTest- Ver FBC- t&S' 94 f. STATEMENTS 'along withmaAw d-WAMWImp and iu�ca IWF= a VMVA _12% door pepaird f - sliding a 1. stateniml idler ofcenfbm%=e wa FBt-'-;* E ditim (2014) and FNC� dition TERAflN_k110N2t)fftXNQAwd1 revisimorch&W:m the 4� Tmjieporton I)Arinf*MionTes�petfBC-Z4,S:!02--94 b-yFmeoati-anTwt*gt3b.lue-Test.RgpM--No'--ETL6337("nVIm AL-IlhruA-5) dated (1817Y, issuedbyinamifactarer, dated RE- 2) Undbm Static Air Pieso= Testz per FBC_ DAS 101 -DA 12NO&M s4wd andsealpd by-bige, A- Cmw, P� E (,Ikvbmh*d andir-MANa. 11- 2. Stztem� lietter ofto financid inte�,. dated D4/107,issued by manufacfturn med ft3AkS'a&AFfiSih9ot a"urpt�sesshafl comptywoh any 3) Water Rcsistft= TfttPerF3CJA5 2,62-94 a seakd by Lym Alilvc PE, 5ection ofthb NOA bef c** f br NOA 4) Lxge Xmde bV:d TV# pe ]FDC TAS 1-0 1-04 3- 1x0ff of lab couptiar=. Part of tbr 4�ow test mpottr. AD%_ERTjSj_MF _'C Ch ZUW Y !�)C_V*Viud AcmaireLbodingper FBCTAS 203+94 C�, C4LL CMA-HONIS, 4� REX-restftposal_No� ped by1shaq Ohanda, P 6) Fomed Enny Test, perTRC- ZkS 201M done in its eatirety. ahmg: withmzW-Up drwk�p 2114 iak2llatka &Ligam oftinyl sliding gatm door= pVared priepued by PGT,. dated 12/W/I Sand bg ievisc4 on D'IT-1146- sipla aftd-se*d bw 4- OTHER byFeam—a"TeMang Ub� hie-, Test RrpWN_o_ FIL85419- dated 12OV157 sgard aad Aaw*yL Mi3m �?Z NOA No. 15-12.Za 01). I- Natice of Armept2nce -No- 15-LIM01- isawd to PGTIndustries, for Uidr Slem f ficialt aleaw W, JdAm-N OTtega, P"t (Ust *pvwt Wvued_ on 0 1 Z441$,anid Q11114 6)_ Glaziag ww&m vft ASTNF,13Q&09_ 155570 7,770 `V*yJ -Sliding GbssDaor tReWo rctdl) - L-V1- apting on. 0*1*21 Thi�NOATevists & TIMd"OvideweparSE, E-2_ &3-, F-*' h" q 1 CIMM144, M. - ldwq L clkazda. px� LA24 L Ckmft. vx_ The fiubui�*ddmmejfftmfimwurmiewedbylsWqI Chmd& PX, P" dw I CID WhA Vat 'r�nWrR6Z Pr*diit*C4njrol , V-vdt-SnV"*r prodtwt con-jr-0), 'Unit 912per-fii4x NOA No, 21-91U43 120 Exp4ajimulkatc, 13*rotL9,4Dipir�- Api4l 1024, F% 1, vAiaa D�qRt April 14, 20:26 Fir J)Aj�n Apnl 14,2Q6 ApPrOVAM&w NWCA 1�4011 Approrbimit, I Nur�k 22; 2#3 1 j E 21 CGI A%idows,=d Daors,,-ftc. NOTICE OF ACCFPT-A-,*iCIE.-t-'V'IDE.NCtS�LVETUD NMCE (W ACCMANCEt EVIDENCE Sulmff rYED X 611 C-1 F_ Of ACT I P T A X tNAMENCTSUB'Affr M'_ 1 ENidence Submitud under previons submind E. MALTERIAL CIERMCATIONS (ponemue) 3. New Exideiare SOndned ex, A� PILA-WINGS -Vacer AS"MY11 'A "8IRTU__rW1hr_11 �� , I � .1 E A, DRAVVLNGS L DfawingNo_ MD4570.0 RerB� *W-Vitry-1 $Udihg,Q1tz Dom NOAM", shem MO LG_ 1�mbility-No � Fog --Pas& (Sribw~ unAm-jvrej*x5 N0.4.yo� 1 "'05) D=wizgNo ND 3L I tbrough --; I of 2 1, jqmmd by =mn6tturer, daed I D4511 5 and 1* revised on ffircuo-21 04P22PX q9aed =dsed*dbyA_tyun1M1l1d. Py- C Qu=x?artDun wtV�wft.45TMC.5lgThenwICandudivty2,.22BTU4uf -md sim4kd,by A- LynnMillu, RE bu-f V--!'F- ASTM IF 1'249 � WVIR-Fam, -ASIM D 1434 Arg-on Pernwmce�-Pam, ASIM E _F, Note-. Ms irv=-' n cuugU uyhcemeat of samexu4mg insta1mon scww witliflat kead- B. TESTS- 1199 LG_ Dum-bitt )�-No Fd& ASIM. -40 Dew Pofig, Dewlopment -4200F ift -48 bn- L T�%t reports on ----I) AirlufflWrmTest, per FBC, TAS 202-94 (SO.Vi*W a ri if& Xa4 No. 154409.651. .2) Utifhm Ratic Air Pimme Ted. LpWifigpa FTW, TWS 2 0 2-94 17 VisienF_,dwibim Ltd- Pafttomp1y*vAth?VC-AAMA 303-13. Vorkintary-Spetification S, E T, STS 3) Water Resistance Test per TBC, TAS 202-94 fla Rigid te= V Extrasioak AT X-1 by Yj Chkidde OVC) Ex Ymda6 for Ltd L Noae� 4) Lwgt- Missile Impact Test per FK-, TAS 291-94 kAMA F eneMation Exterm Pwfile Catif I== fteram- (Sn Am hied n nder NO 4 Ma 15 c C-ALCUIATM-5 5) Cyck Wjnd� Piewre L�ndingper FEC, TAS 203-94 04 OR 05� alang wsthma&x4-up ftWmgs and mA22Mm diagram ofaU PCTT bdukrics, Ine & Viqi= Exttusiow, Ltd, Paft=Vbiqg -witkPVC-AAXA_30343. pqrmentatim units listed bdow and tested to qualify Dowso 791 and Dow4083 sikones. -for D. IQt1ALT1YA$9VR ANICT mc, Test RepeAtt No pr qmed b-.V FienesU*M Testing laboratoq,� T PVC-A"U M-131 Votinlaxy Spc�� R* yl Chlodde (PVC) Evft-kw -Vmw 1. Nfiaini�Dadr_ Departin=taf,Regubtary and Economic lksoumes' (REK), FrL-7997, FGT M-52-0 FVCFMd Window (und 6 in "osal). "ed 09,ID3114 Pmfides for Extrusms, Ltd-VEX-1 by A-UiA Fwtstmtm Extenor Mile YTL-210-21107.1, PGT SGD78GA1un1ip= Sliding Gl&qs Door (imit 7 ift A"-oa4 FTL-120- 2107.2,"VGTC_4_-74D-A b= Outg C Wmdow (ling 19 a proposal) YTL-20-- w '9 memew 10, Notice of Acceptance Me. 19-12.17.14, isweA, to. Ener - Fau=afioa,�obrdm, USA bit- for LIAL, CERTMCATIONS E, TALATFY 2107,34 PGT PW.7,62 DA Ahm=um f6md Wind ow,(unft, 9 in pm�) andFT L-2 0-210 7A, om --Tau 3W tight- oao:mwh� wwe RW rvc Ewrw F-urasious'-for L Xotice� Of Acceptante M - 00305.12, A=�-xica, arhrtheir PGTPW7,62,OAAh=im=-Fued'Windowtuaft 10inpmposg) datedG7/130,ag sigwd eq on n M-1- "ITOAW 0tradesm:c'"t m hontayerC_ I e 10'ring an 0 70,22 4- Color PVJ3 Q =d sealed b v1dalmis Ortega� RE, 11 Notice of A=Vtan" -Na- 1"12.2.02 jMod to EneW- Fewtation Sat&A� USA, bw 1br-- I Notice- vf_,kccq4o=:e Na, 17,080M L"ad toKararaT Amcrko, Inc, *thm their sem --"Idte R%id PVC Fmimiar Eximsions, for Windm and Doom% expaing ag "Sentr-yGla.4 (Climr and Mlite) Ghiss lnterlayek"_ oViring on MOB- C, CALCULA-HONS 02t2g)23- 3- Not kx*_'ofAruqA=e Nm= M 106. 10 issmed to Vision Ex=wa Lk&rd for their 'Brown 1, Anthott verMtatim calcUlaftwxs aod� cov*:�yi' With C 7W j Feaeat S 12, Notkv of Axccp�tance No- 2"203.03 j!�st" to, Etc W- afinix 5 ohaioA USA, ft)r Coatedffthited qrlamiva ted) VkWw RigW'PNC Extftior Fauugkv 't f VW4ws, , [ or Editibit (202q daled 0*12/220, p"W by manofadwer7 Agoed, and �oaW,' b� their -Rronze A kht-AaAe cap tealed Jj7hite k$gif P� EXUrior ]EXtMSkWr fij "d DootV, A*o0'V_L1=M9i:f' RE AW ows an d Doort", fxpidng on 04116M) 5 AL Notice, of AcCL?tan�e No- 18-1100. 11 1 imed to Vkwn Daramm limited for &w setues 2- Maitig a�*ies wiffi AMM11300-04,0,12 and -16. -%7F- 1000 Ia n 2 02 and ligh ttr sh ad es (Non -7" W) Rtid C ellula r P VC Y-,Ktf der D� QUIA U I Y A SS V1 LA N C E F. SIATEMINFES Eurusiow forUindowsrimd Deox%7- mvbiag cu 1129M Nliani-Dade DepartmeW offtrubloxy and Fcmftc Resouxca (RER,1 1. Statement ;etter of conformancE to FBC 7A Ediffim (1-024), dated 04MP-0- ismed liy mainairturer, siped and sdW by'Anth=y'L3mmMil10r RE, E. MATERLALtERTMO-TWINS statament kiter of no hn�_iaterest and �of indepetidtat, issued by mnufactuter. dsW I '�%teu=t ktw of waftmance to FHC 70- Ediewn (1020), dard MV,21, isaueId �y nwedloKurarayAmerka, Inc. fortheir 044 &M� s*wd and sealed by AnthonyLyinINfiliff- RE- maumfadwer *wd and_q=led,-by.Am1hwyLy= Ml'hff. P�K "YrwffoJ9 Vlwaclear, Clear, and Color PVB Gbs;1nterIkyers7-_ tVk* on 3. Tfivate-.Labding Agement da=lent betwa= 1�3'T_ dated U-3v'30115 and 5igqed by 14 2- Privite, Labe* Apftmea dated QM21 betwem PG1 lodulstrie�_ Inc. mid CGI V7V9a4_ :invvj�M Parties. Windetws and Dom I=_ sigged by Doan NL Ruark-, PX, VY. Eqg&eerkw,. on belmllof 2. Notkr oflkcaqtance No. 17-480&02 =xO IaKuraray Axatiica, Int. forlh6ir 'w�enftyGW At hitLa) Um hilej -b 0 71 %-23- bsuzompanies- (Clear imd"W, veh" W, G, OTHER9 ik Notim of Acceptz=e No-- 19-1106.1-0 iwued, ta Vision Z%tm-4om Limited, foT their "S�rov I I OAmises N20AA 17-042&ft^'"TWJCGj) and updatesloYBICNO tdi nj_ IL this N 7* tie G. OTIK" m Coa" (Painted or Lanikated) ViWte Rigid PVC Dxterkr Extrusions qqiing W. aiai. revbes re4ew_s'_N0A#- 20-D420.06 OtA-W.CAX I- n6s 9,OA, b4-N/226 for Windows and Doors��_ expis�, aa 09800_4� 1: Notice of ALveptaize Nm 18-1106.11 ismW to vision EIKkusions Limited- for their 2 - RE R Tf 9 p vop o s -at 19 4 1 M5 d i t 16,12, a p _pmved b Me mmut asx6ated PLJAL CGI file #21-42V. _01- oTifing D444W �'%T -04 Benin, IM Tau 2,02 and Egliter shades (Non_mw") Vj0d Ceffular, PVC Xxterior ExtrMiam for "Wmidamand D06re, eXTff_t6g"jbU 1142*21- �--) �' Z U241 clifliko-Pz. Ishaq I ChAnda, P1. _1d_4 I U231401 Tml, P�Sdurt cwora Vmk sawrVi"r 11*041KIC"Ma ITZ& siqwrdaw Froducy Conwol Unit $giorvimir 'mA X.- !-1,- 0; 0 Los INOA -No, ii-liDs ' 0 ;NGA N-a. !142 Kim ]E-PirafieaUati, AprHiA,16-26 1�svfradvz Dam April, 14".026 %*tl -AWA 1,41, ApproTal Da Im i Uarch''*, 20,21, Appr o q al Mra_. i �-021 --14V r Or;a 16te t "UNM k ! 5' 18 ZI E -4 May 27, 2022 li I . ! I I , , III Al I ilM6 � 11 1 1 O to Ca O U MIAMI.WE I�IlAAM1-DADE. cO�v + PRODUCT CONTROL SECTION Q C N Q O O N Gast -Crete USA. LLC Cast -Crete USA, LLC Cast -Crete USA, LLC —0 0— DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street: Room 208 C - ' BOARD AND CODE ADMINISTRATION DIVISION Miami: Florida 33175-2474 T {ass} 315 2s90 > t ssl 315-2599 NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED3 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � V ( � � • � � C6 NOTICE OF ACCEPTANCE ff OA) lg m.m,am�l1ade,aov7,economY 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.0 D ER PREVIOUS APPROVAL # 1-0209:12 3. EVIDENCE S'UBM-ITTE UND + S. EVIDTNCE SUBMITTED UNDER PREVIOUS APPROVAL 14-0903.03 M cn O O . L L N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. A, DRAWINGS A. DRAWINGS O � E- 0 Sefi`tter, Florida 33584 I Drawing No. FD4612 titled .Precast crud Prestressed Iirtell7etarls ..,sheet 1 a 1,Drawing �� ' e 1. .No. FD4612, .trued Precast and Prestressed Lintel Details , sheet 1 of . ,+ 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details ,sheet 1 of . — L.L M prepared by Craig Parrino, RE, March 2t �4, 2003 and Drawing No. LT4612, titled 1 prepared b CraigParrino P. E dated March .24, 2003 and Drawing No, a � 1 dated 03124103 andDrawing No. LT4612 titled "Cast -Crete 4" 6'r & 12 " ', � j " O M O > "..COPE„ �idated 7". " ." "a ,Sae Load Tables [es" ,sheets 1 through 3 o � prepared Ct Cast -Crete 4 , � tl°t 12' Lintel f 1r , gh ,f " P P Y Y P .. � M as ,� ..�. �a .. -. 1! , LT4612, titled "Cost -Crete � , 6 #� 12 Istrttel,SGrf� Load Tables" , ,Sheets l - t! Lintel e Land Tables sheets 1 through .� of ,�, last reictStcrn dated IICS.�s�,�%I�, all '� .— -0 O � N L (D a` ' This NOA is bear issued under the applicable rules and regulations governing the use of construction materials. � pp g g g ch 2 2 03 last revision. 41 dated A ril 28 2003 both Craig Perrino, PE„, dated Mar 4, fit , p -. through 3 of �, prepared by Craig Parrino, P.E., dated March 24, 2003, fast prepared, signed and sealed by Craig Parrino, P. E., on 08119114. � , -- cn O � The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and;sealedby Craig Parrino, P. revision doted March 11, 2008, all signed and sealed by Craig Perrino, P. E , on � � c � Q Section to be used in Miami Dade County and other areas where allowed by the Authority .Having Jurisdiction B. TESTS March 22, 2012. B. TESTS . ( ). 1. Test report on flexural testing on 4 a", 6" & 12 "" :Precast Concrete Lintels Filled and B. TESTS 1' None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control . unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared 1. None. C. CALCULATIONS F, .Section (1n Miami Dade County) and/or the A131(in areas other than Dade County) reserve the right o have a 110103 signed and b} Applied Research Laboratories, Report No. 30404A, dated 04 d t gn Icaarllati s cr Cast -Crete ate Lintels,date 0811912014,a es 4.201 through 4-236 1. Ca on f r r d pages 11 , le this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealers by Christopher A. Hamon, P•E: C. CALCULATIONS prepared by raig Parrinrr, P.E., signed and sealed by CraigParrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, 1. None. modify, or suspend the use ofsucb product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE . this acceptance, if it is determined by Miami Dade County Product Control Section that this product, or material 1 r Cast -Crete lintels dated 0512p103 207 a s prepared b Arai 1. Calculationsfor P ge , P P Y g ASSURANCE QUALITY D. Q 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER;1. fails to meet the requirements of the applicable building code. Parrino. P.E., signed anrlsealedby CralgPorrino, P.E. Environment, and Re lato aA airs. r 1. By Miami -Boole County Department ofPermitting, E r1 ff Calculations or Cast -Crete Crete Lintels, dated 051291031140 pages, prepared b Craig � P � p � Y g E. MATERIAL CERTIFICATIONS This redact is approved as described herein, and. lies been designed to comply with the High Vetoes Hurricane p pp p y g Velocity Parrino, P.E., signed andsealed by Craig Parrino, AE. E, MATERIAL CERTIFICATIONS 1. :Nana. Zone of the Florida Building Cade. 1 None DESCRIPTION: ( Cast -Crete) 411, b" & 121111�Iigh Strength :Precast and Prestressed. Concrete Lintels D. MATERIAL CERTIFICATION. F"_ OTHER "" �� APPROVAL A{aCUMENT, Drawing Na" FD4612, titled Precast and Prestressed Lintel Details , sheet i of 1, Quality stern Manunl or Cast -Crete Machine Made Precast Lintels revised on 11�1' 1, -1• � t3' � .f � F. OTHER Letter Cast -Crete USA c, ed 2 " 14 signed and sealed b Craig I. L_tt r frcrtnIna, deft �►81.i91 0 grt a y g • „ sa " " prepared by Craig Fortino, P.E., dated March 24, 2003 and Drawing No. LT4612, tailed Cast -Crete , G & 12 2002. ' • . - e l: Letter trot:: Curt Crete Corporation, dated February 03, 20I,2, signed and sealed compliance t the Florida Building Code 2014 Edition. Parrttro, P.E., certifying comp. nc with h FI r g , Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Crag Parrino, P.E,, dated. March 24, 2003, last Cost -Crete oils stern Manual or Prestressed Products dated 2p02. Quality f t Florida Building Coe 2010 by CraigParrino, P.E.,. certifying compliance with he for r rig Code, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E„ on January 22, 2019, all bearing the Edition. 6. EVIDENCE ;SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821..IS Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section, A. DRAWINGS 4, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None - MISSILE IMPACT RATING: Large and Small Missile Impact Resistant L ,Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING. Each lintel shall bear a permanent label with the manufacturer's name or loge and the Miami-Dadep 2003and Drawing No, LT4612, titled Perrin:: Craig .' red b prepared y g , P.E, dated March 4, 1_ IVane: B. TESTS County logo. "Cast -Crete 4 ", 611 & 12 "' Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision datea`Mw-ch 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1' None. C CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS L None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None- C. CALCULATIONS materials, use, and/or manufacture of the product or process: Misuse of this NOA as an endorsement of any product? for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS1. 1. Notre- D. QUALITY mi-Dade County By 114iami�Dade County Department of Regulatory and Economic Resources (RERJ. any section of this NOA shall be cause for termination and removal of NOA. 1. Norte: D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1, BY Miami -Dade County Department of Regulatory and Economic- Resources (RER). T, 1lione. the expiration date may be displayed in advertising literature- If any portion of the NOA is displayed, then it shall L By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERML CERTIFICATIONS F. OTHER INSPECTION: A co of this entire NOA shall be provided t the user b the manufacturer or its distributors d copy p v 9 y m ufa , er t.and E. MATERIAL CERTIFICATIONS 1, None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued b Cast- F S Y c+a shall be available for inspection at the job site at the request of the Building Official. 1. None.Crete USA, Inc., dotted 08108117, signed roc sealed by Craig Parrino, P. E. This NOA revises NOA ## 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E 4 and E-5 as well as approval document mentioned above. The Submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. F l elmy A. Makar, P.E., ALS. Pin act Control Section Supervisor ram- � elmy A. Makar, P.E., M.S. Pica uci Control Section Supervisor r ' Product eimy A. Makar, RE., M.S, o ct Control Section Supervisor ; o W _ ff� ' 1f� NOA No. 20 Ctb30.15 NOA No. 2!r 0630.15 1`�T#lA Asa. 0-0630.I5 NOA 1' o. 20�i63�,i5 ® _ � U 4 MiAM EC�t N7Y . Expiration elate: 09/10023 Expiration Dater 09/11/2023 Expiration Date. Q9/11/2023 Expiration Date. 09/11/2023 a Approval Date: 08/20/2020 Approval Date: 08120/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 y o N s Page i F - 3 CL 2 Nam+ d a �E"= d � cr _ 3 3 M _ = co N C t "t7 51 Cast -Crete USA, LLC Cast --Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. Norte. 1, None. B. TESTS B. TESTS 1. Norte. 1. None. S� C. CALCULATIONS C. CALCULATIONS 1. None,. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1 • By AfLami-Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of -Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS F. MATERIAL CERTIFICATIONS ♦..� 1. None. L None, C_ F. OTHER F. OTHER C_1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, :Inc., dated 0810811 Z signed & sealed by Craig Parrino, RE, Crete USA, Inc., dated 0&108117, signed & sealed by Craig Parrino, P.E. $. EVIDENCE SUBMITTED UNDER. PREVIOUS APPROVAL # 19-0130.14 2: Compliance Letter with the Florida Building Code, 2020 Edition, issued b Cast- p g y > � A. DRAWINGS Crete USA, Inc., dated 06111120, ,signed & sealed by Craig Parrino, RE, � p 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of > 1, prepared by Craig Parrino, P, E.., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", .sheets 1 O 0 Q through 3 of .3, prepared by Craig Parrino, P.E., dated March 24, 2003, last -�--+ revision dated Jane 12, 2014, all signed and sealed by Craig Parrino, P.E., on () January 22, 2019, R. TESTS O 1. Notre. C. CALCULATIONS 1. None, f) D. QUALITY ASSURANCE U C6 m 1, By Miami -Dade County DVar tment of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None: F. OTHER 1. Article of Conversion for a name change. O L_ �^ [} w Oflelmy A. Makar, P.E., NLS. f Retmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor z NOA No. 2"630.1:5 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration ;Bate: 09/114023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —J E-4 E-5 0- SHEET NO. May27, 2022 PA 1.4 I . I .., . . . I I 4 ". . - : .;,7 i�� - - I .� . .11 � ;, - - -, " � . . . I �' . - - - ,� ! % - _,'�- . " .. . �f - � I '. ,,�, i-.1 " E"i" 1 ... Is , - �� L - 4 .. 4 Z I ILI E< .0-4, I \C. TILLIT TESTING & ENGINEERING COMPANY PRODUCILOIALVAJW_NR�- �� 2 22 _TEST_REPOWT$; Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 Eta per sectlon 1626 of the Florida Building Code. Uniform static loads 1PR0`DUCrKVA1,VA110NATXQU'LNQ - _2_QA7ZW 3 LMAJERIAL CHARACTERISTIMAND SPECIFICAIIQW 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. 0.), drawing ____ WATTHR A. TTLLrr., JR-, R& Wteco@aol.com "L ?2. L!,1VF �C,,. 4416", 111. C1 L*- N,, W06719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc,, Reports # 96-569 dated 081OW1 996, #96-570 dated 0911 8/1 99.6, 26, OfProduct Evaluation Document (P,E,D.). drawing No. 20-1 , 76. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three Signed and sealed by Hector M. Medina, � I - , , - P.E., Fenestration Testing Laboratory, Inc. reports # 2632 dated 04,116/1298, and * 2126 dated 10106/1998 witnessed by Gilbert Diamond, P.E.,and Report No. 7. LIMITATIONS AND CONDITLONS OF USE; REPORT NO.: 20-0728.01 0219.01w!09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 1 7_1% Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 13, 2009, an sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 206,1176 PRODUCT CATEGORY: Shutbars. siigned and sealed by Frank Grate, P-E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr�, P.E. PRODUCT SUS-CATEGOR`* Storm Parlels 2.3 S_TRUCTURALF-WGk]N-EERINOCAIZU-LATIONS� 72. Product may be installed within HIGH VELOCITY HURRICANE ZONES,as On 20 G-ago Galvanized Steel Storm Panel for maximum panel length vs. design defined on sectton 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: GlQbal Protection length based on rational and comparative analysis, and in accordance with 7.3, Product shall only be installed Into poured concrete, concrete block, arid Products LLC, 4800 S.W. 61 Street section 1616 of the Florida Building Code, Calculations prepared by Tilleco, Inc,, wood frarne structures. dated 1 110,VO8 and 03112115, signed and sealed by Walter A. Tillit, Jr., RE, Davie, Florida33314 J.. PURPOSE OF rzVALUATLON; - - 'ACT RESISTANCE, Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued by WaIW A. Tillit, Jr., P.E. (System La rge missile Impact under section 102(� of the Florida Building Code, as per No, 44167). President of Tilteco, Inc. (Florida CA-0006719), ID # 1906) to the Global Protectlori Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method I D of the Florida Department of Business slid 4. WIND LOADS RESISTANCE* oplillufffliq, 01�1;j�?, N T144 N* �� /), %' Professional Regulation. 20 GAge Galvanized St".F Storm Panel has been verified to sustain wind _,R� _: .... -1 NZ, 1. 1. ,J��10 I - QIK� .- v\ 4. 1 I L . tm 1-13s_ This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14,15, 217 .., .. S ,--'--' 11 . _� , 41 = 1* been verified for compliance in accordance with the 2020 Seventh Edition of the 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 1____L________4'=_5; I * = �_ _=_*,*F�- - C_ Florida Building Code, and to verify, that the product I$ for the Purpose �ntendad 20-176. Ma)dmum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, 14,15,17,18,19,20 25 and 26 Of 20, of Product Evaluation Document(P.E.D.), ? ,�g�, " . ,.,, y ?9�'-S�.. STATE OF " f �� ?,:- at least equivalent to that required by the Code. drawing No. 20-176, — I / I jj� Z4..�.F40 R1 '... �11? ....... " This Product Evaluation Report shall be subject to review and revision in case of , , F. "I ��40N 111,1010 4, % a Building Code change that may affect Its limitations and conditions 5. INSTALLAIION- '111011110,,R� Installation shal] be performed strictly in accordance with details indicated on 2. SUBMITTED: sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WAM4 , D�� TILTECO ADMON RECORO$1 P. E, RtIPOWT.20 � GLORAL PROTECTION PRODUCTS, LLC � 20,aAaE .EVIDENCE 2.1. PWOUCT EVALUATI0_NDOQ1JNWT_(P.E.DJn (P.E.D.), drawing No. 20-176, Minimum separation to glass shall beas GALVANIZED STEEL STORM PANWORVICI * 20-17B� REPORT #210-0728.01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed byWalteir A. (P.E.D.), drawing No, 20-176. Tillit, Jr., P,E.; dated 0712812020. This drawing Is an integral part o,Q,hlS FIT% ,�%ku0IIIIIfMJM Evaluation Report, g0% I ,tou , I r1i li?s, 0'A", ."". .'solk5k N .... s. 1 T14411 k',g 1':� '. � I'll. ,/ -z ,,�, . � . , �. �p ;%, ,�....., - � ... ,OC E ., - ,. , ,-::j� .-�',�zEN,9,c-'%.. ;.-,, __11 0-, - , �, , , �� . ... I . - - - - INO, 4 167 . ' - - . , S. - - 11 , __T�i �_ .1. - S * IC _L - S _! � . 157 __ - ff�_"_ � � / ., - = - * ,�/� - : , , _* : 1 . , - * I * = �7 7,,J�-/_A = 7T711 _01;e, . I I / =-,a, __ . - � I � �, S, , " A , `, 0pin� ,�-, - , 1, 1'� . / / � _e:.- STATE OF �")9;_S , , - 1- -,�; - A W % 0,�., ., � 0 R 113 �, , - **- 0 . ��, �.. N q� o ... ... " ... ....... .. . 6355 N.W. 36th Street, Suite 305, Milum, Florida- 33166 - Phuxie, (305) 871-15" - - U . � I I '). . lit�' IN - S %, 8/001_'� 'yo," ThIeH041 w0i $ IN1110001, . )III . GENERAL B 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR Wow WARDS BE FOUND ON THE I EX=NG WALL, ANCHORS SHALL BE LOW EY4000M TO REACH 74E MAIN STRUCTURE BOHINU SUCH PANELS 1. STORM PANEL SHOWN ON THIS PRODUCT EvAiUATDN otiCumENT (pro.) HAS BDEN YrRAED FOR COMPLIANCE IN ANCHORAGE SKkLL V AS MENTIONED, IN 8, I) MO IN %21� ACCORDANCIE WITH THE 2020 (M EDMON) OF TAE FIDRIDA BUILDING CODE (C) 1Q_QDEMb&_WAQQ_tW&191QX_1a&W_1 ___=VLAWa DESIGN WHO LEADS SHALL BE DETERMINED AS PER SECTION 1 620 OF THE ABOVE MENTIONED CODE. - 1/4-0 TAPCO* ANCHORS, AS MANUFACTURED BY I I W BUILDICk INC, FOR A WIND SPEED AS ROMARVID By THE ,JURISDICTION WHERE THESE SKUTTERS WU BE INSTALLED AND - #14-10 PAROLMATE FEMALE 1) AND PANWATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODOM FOAT A DIRECTIONALITY FACTOR Kd-O-85. USING ASCE 7-16 AND SH41 NOT EXCEED THE MAROMLDA (A,S.D.) - 1/4'. 0 LAG SCREINS PER NOS. 7SICN PRESSURE FATINGS NOICATED ON SHEETS 7 THIRD 12. 14, 15, 16� TS & 2M - 7/16 - Sle WOOD BUSHW, A' DISTRIBUTED BY ALL POINT SCREW. $OLT & SPECIALTY CO. DE M ORDER TO VERIFY 'ME ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OFTErtMINED PO4 ASCE 7-18 C 1) MINIMUM WEADED PENETRATION INTO WOOD OF TAPWN ANCHORS SHALL 13E I 1/2' AND 2- POIR CLOG PAWILMATE PW5 SHALL BE FIRST REDUCED TO A.S.O� DESIGN WIND LOADS BY MULTIPLYING D" BY 0.6 IN ORDER TO AND PANEIMARLE FOANUE ID, COMPARE INC-- W/ MAX, (AILD) DESIGN PRESSURE RATINCS INCICATED ON SHEETS 7 THIRD 12. 1*� 15. 16. Is & M C�2) MINIMUM THREADED PENETRATION Or LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' NO THREADED IN ORDER _10 VERIFY IHAT, ANCHORS ON THIS PEDL AS TFSTED WERE NOT OVER STRESSED, A SU INCREASE IN ARJOWASILI PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REWIRED THREADED PENETRATION. STRESS MR "NO LOADS WAS ME USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.O.S. 201& C-3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STOW PANW$ ADEOUNCY FOR IMPACT AND WIND AESWANC� HAS MEN VERIFIED IN ACCORDANCE WIN SECTION 1620 OF THE AMVE MENTIONED CODE AS PER HURRICANE ENGINEONING & TMNO INC. REPORTS 96-5ft, 96-570 & 96-T30 AND C-4) 004WUM PENETRATION OF WOW BUSHNO SHAL BE 5/9'. 1/4* 0-20 SCREWS USED SHALL a I i/2' WOO MINIMUM T SHOULD STU000 EXIST, AND 1* MINIMUM FOR WALLS WITH NO STL4CO. FORESMOON TESTING LAS INC, , REPORTS 12032 & J212A . AS PROTOCOLS TAS-201, TAS-202 AND TAS-20.3, AS WELL AS AMERICIN TEST LAS Of SOUTH FLORIDA REPORT 002 I 9.01-00, AS PER TAS 201, TAS 2OZ AND TAS 703 STANDARDS, C5) IN CASE THAT PRECAST STONE, UP PRECAST CONCRETE PAWL5� STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING 2 ALL ALUMINUM EXTRUSIONS 10 BE w3 WALL, ANCHORS SHWA BE LONG DOUGH 10 RE," THE MAIN STRUCTURE BEHIND SUCH PAN" -T6 ALLOY ma TEMPER, (UNLESS onom% Noltu)� SEE smm 2� AW-40PACE SHALL W AS MENTICKU IN CA)� C,Z) & CA) I ALL ALURANUM! SHEET METAL USTD AT CLOSURES SHALL HAVE 3105-HI4 ALLOY, (b) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, - ALL STOLL SHEET METAL PANELS SHAU HAVE STRUCTURAL OUAUTY STEEL ASTIR A-653 GRADE 50 MNIMUAL O_ 60 GALVANIZED STEEL DESIGNATION WIrY- 5S.S MI (AFTER ROLLED). 8, PAWLS MAY ALSO BE INSTALLED HOWONTALLY FOLLMWD INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH to (SHEETS . THROUGH. A) EXCEPT THAI HEADERS (D & Q SHALL NOT BE USED 5� ALL SCREWS TO BE STAINLESS STEEL 304 OR 41$ AISI SUMS OR CORROSION RESISTANT COATED CARBON STEEL AS POP 9 11 SIOLL K THE RESP"IBILM OF THE CONTRACTOR IQ VERIFY THE SOUNDNESS Of THE STFIL)CTURE WHERE SRUrrCR IS M BE DIN 500iD W( 50 Mi YTEUV STRENGTH AND 90 km TENSILE STRENGTH k SHALL COMPLY W/ FLORIDA W4,DI,TG -- SECTION 24 1 �,1,3,4. ATTACHED TO INSURE PROPER ANCHOME_ THIS SHUTTER SHALL ONLY BE ATIWCHED TO CONCRETE, BLOCK OR WOOD FRAME RIKOMM e WITS 'TO BE ASIM A-307 GALVANIZED STEEL. OR AM 304 SOM SIAINLESS Siffil- WITH M Kitt MINIMUM YIELD STRENGTH III EACHT REDUL* STORM PANEL WITH LEWRHS OVER W-0 THROUGH 12'-**, AS PER SECTIONS 155, & 9 a 10 AND ALTERNATIVES 5W. !;W & TOW ON SHEETS ti. 6 Al 12 RESPECTIVEILY� SHALL HAVE A LEGIBLE AM READILY VISIBLE MkWIMG INSTItUCTING OWNER OR I ANCHORS TO WALL SHALL BE AS FOLLOW-' TOMMY TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING (A) JQ_JZMiNG_EZff9�_ZQNW= 11 THE INSTALLATION CONTRACTOR IS TO SEAVCAULK A" SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT MTH TAPCON ANCHORS AS MANUIACTURED BY f.T.W, EUILOEX IK_ (UT, V-3192 T,..Q THE BUILDING TO PREVENT WIND/RMN INTRUSION, __1414'* /4* 0 * 1/8' CALK -IN ANCHOIRS. AS MANUFACTURED BY DEWALT INC, (MIN, P-3400 IR-) - 1/4.. X �/4' SOUG-SET ANCHORS, AS 015MUVTZD BY ALL POINT SCREW. SOLT & SPECIALTY CO. 42- STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BVIWING AND ZONING REGULATIONS (Mi.. f'�3000 P'SLQ PROVIDED SY THE JURISDIC17ON WHERE PERMIT IS APPLIED TO - IT4-10 PAMELMATE FEMALE 10 & PANFLUATE PLUS ANCHORS, AS MANUFACTURED BY ELOO, CONSTRUCTION PRODUCTS i3 (a) THIS PRODUCT EVALUATION DOCUMENT (FIZIL) PREPARED BY THIS ENGINEER IS 604EMC AND DOM NOT PROVIDE INFORMATION t'..3330 IMIN, P'..Q - 1/4'0 CF TAP -GRIP ANCHORS, AS MANUFACTURED W TRU-FAST CORPORATION (f'-3600 p.) FOR A SITE SPECIFIC P90WECT, Ie, WHORE TIC SITE CONDITIONS DEVIATE FROM THE PX,D. A 1) MINIMUM DABEDMEN (0 CONTRACTOR TO CC RESPONSIBLE FOR T41E SUECTION. PURCHASE AND INSTALLATION INCLUDING LIFE 5AFM Of THIS PRODUCT I OF TAPCON ANCHORS IWO POURED CONCRETE SHALL RE 1 ,1/4'� 2' FOR PANOLMATE FEMALE bk-XD ON THIS PLED. PROVIDED AE/S E DOES NOT CEW11 FROM THE CONDITIONS DETAILED ON TILS DOCUMENT 0 AND PAMEMAITE PLUS AND 1 9/4" FOR CF TAP-GRiP ANCHORS. CONSTRUCT40M SAFETY AT 59E IS THETIONTRAK27OR'S RESPONSSLIW� A.2� CAIX-IN 6: SOLID-SE71' ANCHORS . SHALL RE EMEEDOOD -�/Z- "To THE POURED CONCRETE mo EMBEDMENT INTO (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED SRJOCO SHALL BE PERMITTED &14� 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINNAURM SHOULD STUCCO EXIST, NO 7' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR AU THREADED SCREWS W/O PEAD, 00 OIL SPEC ,FiC PRGJECM SHALL BE PREPARED BY A FLORIDA REGISTERED EINGINCER, OR ARCHITECT WHICH WILL BECOME THE BUT WITH WHO NUIS. DOWD1 OF RECORD (EAR) FOR THE PROJECT AND WHO WL BE ARESPONS01 FOR THE PROM USE OF THE P.E.D. O*CWEER OF RECORD ACING AS A OREGATI50 ENGINEER TO THE A,1V W CAM TW PRECAST STOHE� PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS K FOUND ON THE P.E.D. ENGINEER, SHAL4. SUBMIT TO TAM LATITR il�46 SVIC SPECIFIC DRAWINGS FOR RFAEW. EXiSTTK WALL OR FLOOR ANCHORS SHALL BE LONG ENO" To REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHOWE SHALL BE AS MENTIONED IN AA) AND IN A.2). (s) THIS P.ED. SHALL 9W THE DATE AND ORIGINAL SM AND SIGNATURE OF THE PROFESSIONAL. ENGINEER OF RECORD THAT PREPARED IT. (a) nLtEMAILDUaWFJX-BLDOJ-WA�L&'iLM-,Q��, t4 SKUTT" MANUFACTUATER'S LABEL SHALL BE LOCATED ON 4 READILY VISRU LOCATION AT STORM :�4� 0 TAPOON ANCHORS AS MANUFACTURED BY I T IS SULDEX, INC, PANEL SHURTIOR IN ACCORDANCE WITH SECTION 1709.V,3 OF FLORIDA BUILINNG CODE ONE LASM - A x 7/a' CAIX-N ANCHORS, AS MANUFACTURED BY DEWALT INC, �Ml t'�IWO p.s,,) SHALL BE PLACED FOR EVERY OPEIYND� LASWNG TO COMPLY WFIH SECTION I 709.92 OF �HE Z04!T /44* - I A X 3/4- SOUD-S-LT ANCHORS, AS DISTRIBUTED Erf ALL POW SCREW & SPECIALTY CO, FUDRIUA BUILDING COW (MIN I, -law P..`.) - IT 1 4-1 0 PANELKATE FEMALE IV AND PANFLUATE PLUS ANDJORS. AS MANUFACTURED ffy ELCO CONSTRUCTION 'RODUCTS. (MIN t'-2071 p) 'M01111111141'A',IIIA - 1/4' 4 OF TAFGRP ANCOORS� AS MAKAPACTURRI'D fff TRU-FAST CORPORATION 00) '. A" Y� �: T/j rt, ,:, -'-,,-,'.,-% came Zone) B.1) MINIMUM EMMMENT OP TAPCON ANCHORS. ELW PANEIMATES AND CYF TAP-OFRUP ANCHOR _A�`,: 1r,rAI FLORIDA BUILDING CODE (High Vefodty Hur 46 *' - - , 13LCCX UNIT SHALL BE 1 1/4-. .., - _f, %� SE .2m It'lux OF 20 GAGE GALVANIZED STEEL STORM PANEL t, I . ' 16 = - iNMIIiW_ 4 9.23 CALKIIN & SOLIO-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRE INTO' S�X�CO SHALL BE PERMITTED, 1/4- -20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOUVII to r OF . = -1 � GLOBAL PROTECTION PRODUCTS. LLC. "" 'Am, Q' 11LIEC I "IST, AND t" M04UM FOR WALLS WITH NO STUCCO. !'�;--, STAI OF �tll�_ �=_� Olmc� \ _Z_ - -------1 _ �� 51W. S, SVIVE', N PKW t.)e`01"LS1A 1U1(.,.A.._6_ - R o� --Ss- 20-176 %.�16;1 0 o 4 __ a,zLwl. - .!..u:X= . .,; "Al? - AM - M (WWlRSG � _*"'; 0 wn, , " 1. P . . ' �. , 27� 1 - 1"! -_ 1 - ,,,T`j� At ��,�#--"" , i 0- I _ ____ ---— rLaRIDA 1 .. EM A I - I - I INUALLABON DMILS INIQ EXIIIINQ POURED FOR REGULAR PANE CONCRETE OR CONCRETE __ - BLOFle -&QCTURES CONCRIVE ANCHORS (SWE SONOINUE ON CONCRETE ANCKM _� CONCRETE A.CHORS (SEE . 01, __ S.MS 8 THROUGH III) ) "o -- E.D.— W S CIPICAM ANOWKS \�.' ZKWL*H 9) -�11 (SEE Sun= )Is; "ISTING POURED - -, -41 � )- - (�) mr=." in ,`,�'� I 1 . ZMPO S�� 11, -4) N, 4 -�_ , F -- ','2- 'L I=Stl - _�11�', 4,!-,--, y - _\ -J�* MIT- X 7_�- MI.- ,figl)� " - ,�� mn I/7" , ,01 _J 1/4- A�__ 1 - I -\\�- '. :::::7 ,�- ( -, " *_ _�_ -,� r E � ::-# _-T, . ; `14'� - T i 1 �i I �, - � - T i � . , . - I ---.---I - I 1 � DITS1141; MLNV,q E � . CONCAM I I � � 2 I 1 a � � � I � I 1, � I i I ;�N� - - i I E,� `F� e i 0- I 21 RFOUARUD ; 1 . 11 S I I � =,=-ffq � " J � � I I � � - G 1 a I - I � � I �_� I_- W R i � [ i "' - " '\I 1 I :=��==,��,., 9 �� _= I . 4Z , 'A � 1141 �_11�,�� I " 6 I _1t.A. � =V I ! _T 9 =� I 9 �=!ANIN V I I I I 1 _��, EvIAT VLSI IS 's E"M STUD ,2 1/2* 4C i 12 L' , I szmmy . ,-'-.S*- - I I I % %" i �sx I --'I- Leer a _ (a) I I W, _� I � I � =� X. SENAIRFAt - `;,MR& I - 10' � T F �L - i -,-- � - - I 1. I Vk= --: -=4 = I � � I =___� I 5 I I - __111_11 9 i ! � I I . i ; - - - ---.-- ____ 1� 11 I ?� � - - - , " - --- . � I - I 9 --�- - - I -(D � I . I ; § I i I : I t I n ! *�-,, I I I I 7,77177- '77 : t � al I I I I 1 I I I 1 I I I .4 1 � I - W.-. .1 __ " _Wwl-� ... I .. . I � !K � , I 7/V.3/3r I ��, . A - --- N ; �'. I F I t',/;,,- I - .11 -- _*MNUT* I � I I I - .1 "M UnOz I CV� , � �/ 1 0 ,� ,� - . . E,o I ;� I 1-1 , I I . . . . . . , ,I - 12 41r .. CONC:&rok I " CONCRETE BLOCK I ?.�� 11 - wag-, I EMIT 5- F, ; - qt.," � I "Fill, Z D 11 I C�� . _ � I =."GRPOURE(i 0. ________ 11 - � RIEQUIRED, I " .,- 1 '. - � a ,/2' O,t " I - --- -) -1 CONCRETE BLOCK � �, � __ I CONCRETE SLOCA - -- --- ____ REQUIRED. ,\] i �C7Z , t" , ps ; , � I ,��,-',\--��-4-��s��"-.��-�W,�n-,-�,-,- - I- E i I - - , _r .1 .939* ,,';, L � -'=!;=�!r- - j, - ! I __ -1 - I - 7 , EXISTING POURED� , r� - � - ", �,* Ml�. CONCRETE __ , 1/0 ; I Z - __ _,V11- 71vb� � _. ILMI,,� . - M f -,,� , , � CONCRETE ANCHORS I �, STAD" / Snia - lill � - @�_,. (!)� REQUIRED, , CONCRETE MADIFORS , L-E.O. _ MlT == �� , - , " I 11, __ 4) (SEE so a __ - 1,� , � - , A,P= PW i , � 415"I , , _I� V : " , ,,fi .V-I NE � "it - ,_ M.,Em M.."S I 1 � ;& leg ., . , " (WE SOYMXILE ON- �' �, -441 . � is SO= ON M .) THMOZ�S, Vigo 3" !PtErTs 9 THROO[W 9) sHrEls a INRO'" S) WALL MOUNTING W!aly CEILING " MOUNTINA Im SCMLE 3/8-1, BUILD M UHDKQ W%, ALTERNATE J�W MOUNITING SCALS 3/0-1- 1 11 F___ 11 __ - , " - - I I - 2 ED, - EDGE OISTANDE "Aim 1 _(D (SEE SCHEDULE ON I ` I =- - .. I I SHEETS 8 & 9) I- P, 9 1 � 1 I - . - t 4-Ow. I C'm STA, IS I I i '"T' F`R '� I *__� lr�' i W i " 'I" , P a Roolium"40% - , ,, A r/, 4 TOP & eOTTOM MOUNTINGS K SCAN COMBINED IN ANY WAY TO UIT ANY i I . ! - -11-1 11. - - -- J el," . L � _ktfk '� ........ :_�N 4 INSTAAAMON, - I - I ,.,�-,,��,,,�i�i�\ln"�,,;,,,,��, I , - `�, I � , - � I .1 . �. J* .�. 0G, ,`% ows tkq�� *1 .- EXISTRIS POUFP' I - i"At- 11 . , FLORIDA BUILDING CODE (HIgh V*ILc!� HU cone Zone) , CONCRETE . � - REQUGRED_ __�_____F 0 ____ : - I I.. - 2 A J- q4T67 _- �- , * : : M = : .. * � �2. T.Tow. W. 20 GAGE GALVANIZED STEEL STORM PANEL fy DRAWN of.. UE 6i I I SHEETS 6 I 4) CEILING AAP F INTING � Ii. ; .* - � ATE . - --- 1� 0 14 "�. ��_ - --I - ORID � __��A t-,q GLOBAL PROTECTION PRODUCTS, U.C. QW S4. 3 SOME1 _ "' DATE _ 3 & AEMI!j�_ ,,, I VITZ' -.. TRIT TRIVITING & VNITINVERM COMPANY AAML 11- =1* 20-176 FA �,;,',' VA L - - M410t - � - K ... 00410-7541L F� (cs-)-"-� 'ONE I - - - - Ow , "'F,E ,,,fiGNoL, - ,,,,, CA-00DIST12 . 07 1 A I - I I I . I - I - _MW` - mr, . ,4 P,C SHM . or a I I- / /" I I L I E CO w,"`4_� C_ — TILLIT TESTING A ENGINEERING COMPANY WALTERA. TILLIT nL, PE, "UHto ,71,corn ERODUCT EYALUATION REPORT ,,, I = H. 441,47 1`1,1�.A. iiNo. DWI 9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUO-CATEGORY.- Storm Panels PRODUCTNAME; 24 GAGE GALVANIZED STEEL STORM PAN.EIL MANUFACTURER: Global Protection Produgtji. LLG 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION' This iss Product Evaluation Repqrtls,sued byWaIttrA. rillit,Jr., P.E.(System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 611320-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has I I been verified for compliance inaccordance with the2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended afleast equivalent to that required by the Code. This Product Evaluation Report shall be subject to reviewand revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUSMrrTED- 2-1. PROQUCTT EVALUATION DOCUMENT (P.E. Drawring No. 20-1 T5, titled *24 GAGE GALVANIZED STEEL STORM PANEL,, sheets I thru 18 of 16 prepared by Tiltero, Inc,; signed and sealed by Walter A, Tillit, Jr., P.E,; dated 07[2712020. This drawing is an inteR� ,g,t�'oqp 1. Evaluallon Report, 0., ,'��-, . ...... k4i 0 � %, -, N?"', , - I . I., I �� <-_ --, -* ,,, \,�ENLT. ".-!,� --, I I ��--!�� e, . . 1Z -1 , - . , � __=� -- -, -_� �:. 1 6 7 *1� � "7,13,46�� * -* "tar;0, 6-155N.W. 36th Street, Suite 305, Miuni, Ftori(Li 33166 - Phoitte: (305) 9 - IFE MUTY STORM PANELS & L (SCALE 1,/2= 1 -) 7 ,--,- - ----- - ____________-- -IS.IW Mo ARVTH�____- ----...----_1._, �_11_11___11_______.,i5.I96" POTAL W1DTH)____ - __-, -, � - ,-------- 42.500" (EFFECTIVE WOTh)------------- I I � Ii I - ______6 1/4, --l- I ; � 7-----42Se---------- i I ?-, -1.3pol- - `N_ I.*.- --1.3p,- : -500, � I i i -1 -,SW I , I j _' 7 � IN . ! I ,cK � � � -1 -350*- ,1 0.036, MIN. THICK r-I.3EO_---�,,4 - ' 7 . � I � _�_ ,� - - � I � ___`� - __ � " * �' I - GALAN= STEEL --.C)a- 11�._ - I , , " � . I , 0. I ' '%r", f -1 - AMU A-W ,,,� ;:t57- x0m. ON' THICK 1�1 "�� I 14 , ! OR" SO so, Kwwr", - I 11 I / -t " � _� F ":;:: -I& GiuvANUED STEEL I HEW r 2,65r . G-RD "I 2. * .**,;,4_,_ l HENMED III, \ 2. 11-1 ! DEF'm �r , ED - -- '24P';' 'HEMMOD ly" . - _EDGE WVOE SO7 1 EDGE .�� ; , t C�Lvl -11, I , � \ - 1�xm A I ta-TAT. A , .8�r a / 1 48.6 T_ I .. ....... -------------- I - __ _ " � ------1-11-1- ------ _-- - � � 'Z�o ? 7W. � . ... r . , . . - ... -1 � � .. .. . I (1) STORM EME 0 END STORM PANEL 2.11.-.-- ,-, -;"k 1. , 1, , -', ,, I - "', - 2.187"- --- - 126' -#-,Zk '14-20, .125* fl�is,Pq��e_ ,� r -2511, --- I � -PIO, - %4 � � - - � SERIES - W/ NEVMED EDW. -, � T' L ________,_1 Too' & 9� ,_�, - �Iw � I _I m5',,-V� ;W`RWSV,V � .750*,- ,��, I 1 ft, a I , - � 5,51 5lLU - - E .. , I t .- 1 ) To ANGLE: ;,C`O�, . - - ! -I . 1" , " I - i I , I - I ,'� A��'.`C. 12 1/7-0 1 , - X � � 1WI I 1, �, r ------- Do I f ., - - I I - ,� I 1 3�3751 . 2,060, 11 I I �-� I .50V � i - -cer I r � - I I 1-� O9 - , 2J 25 � D,iR. � I > :; Sm - 7 � .V� IN'. 7DWSUAiL ��E` , ,>d- : MAIL I � L_ 0. 0. 0. 2'. - I ==t =J 1 4 0 =1 , I ,_ � P a :375 L _ L_Ix-��, - - _1 �� "_ �- � I ". I ! I . k- I 2 !_ NEMM� - - - I I A a .31" 1 1 I .. � �M_ -I . - �_ - - , - __ S, kh- __ __ - __ - - - - __ � . --s,SW- - LED., 1_.� L - - ,'I - I- - to -�, .;< 130METIM VIEW DJUL A TL_ -2.000' �t _� m Izooa, - ROUNDED CORNER 0 ENIES OF PANEL'S IDT& END LW W1 HEMMED EWE. (N.TS) (1) -h- W,MER (�) 'U' HEADER (�) ANGLE (4 ANGLE wrrH sTun, @ ANGLE wgm REVERSE STUD 11- - I VAR.C` I I saw, � , - = - f--A 1/1 4 & 2/14 .244* , .37t* 11. - ! - __ - __r, TOP EDGE � JSD* � T I- - -1 " PANEL �l us' 7 ; xips- Asal, 7�- I _310* * _N :1 !=�t__ i I i - - I . _A_ __ _t_1 1. I F_ - ;7 � -,/.,* - . , It 0- Arr i L_ � ,,--,- ----,, I f . 'N . i4�� L�=i�- . t�� ,27 3 .375' �, __�I;7. ; - 0*.SW � - : I 1 1-49"'i 05 * .625' F _V .- I r � I _J --- � I 7 � __J I ) 1.6 1 . Zn"Wr I � . � I I i 1390, 1 1 1671 i--. , ,-Sao' � 1 I" � 8 i I f___ ___ t 1.063, � 1-14.) 1 65. . .,.. I i _n, . . , I 1 - ,OQ3, i - � I . I . . L.- - - A I- . 2VIATLOCAT" AT 7ii7_ i I I I I DEC __ - I kL [:� : PANEL OVERLAP I - Aft �M' . ) wEw_ (_� �-�` � 1 M I Do- (�) KEY 14OLE WASHER �W- __ 2.0001- - _7"', , I 063, -11 0 AN2 i i 0 (i) I (9 AaL=-IBACK T DAI EL&UR 1 O.W6. (MiI,.3 1 . L - SW4* � Lf-lx _ I ±_ I , , . - I GALVANM MEL - .344- OtikUP111114" V= Mla . 0 I.; - ____ 1 ,4 " i X. Tly/,',�', 5 � , ,:� I , I __�- IV LONG , ry / .. .......... � 4_1 I 11A 0 , --- , j �V, ,I:Ns�e '.. . 1% I � 1. I .., , .� 1.3".. " - - 81 ,�r I I It .67S-. .* , % I I t_l . .-, - :� ��J I, _.� i , i . I � No, 441 b7 '. & - 137 *0 .1 I � , I - . . � , =*t * _- * 1 FLORIDA BUILDING CODE (nh VOID ! 1 -r--i r- - = . city HU cone Zon,01 I L " i �M___� � LA . W 'IV S * STATE Cf -,Zlt- tam Tuilr= MIL F." _JAMA.0 NICKEL - M .111A.c. S -�) - " qO; 10. '�� ,-T 20 GAGE GALVANIZED STEEL STORM PANEL DAWN a, 1-- 1 Aw - j5-7 - LATED WtHa NOT -I , - ' ��_ - , i ... __2.OW__1_ 1 * KU HOLE '. 04:,. .1 - ------ I - OLDBAL PROTECT! - O`Ave"�' - f I Z �__ �__ _� um , it EM ".1 AI EME 1, -:7--�! _'.4�> ON PRODUCTS, U.C. 'N,,3,,, I ...... I 11LIE C 0.111C. Am S* 51 STOW ,, � "r.". nULfr ricirmi, iSRAie MKT DOME, R. 3&3'. ,ILMRmSrWnY. USE ww MITI W/Our 9_,�rl;_Z_ �i�_� ;__ IV 20-176 M - IP. _� PHONE (".]IM-AHS, m ")AN-tair, .,v � ALUMINUM ANG MONOLITHIC WASHER W/ ADDITIONAL / / - �..1014 ��_. - I 0" _!��'. . - I)IRMAINQ - ;,-Irlto'111=1119 .1211,W), O,E SM/samMuSEtATE - CA_WWI$ n1i M i M i__I mrt i - 39 F -91 , , _ 0124ISSIT - A I I- , - , - 1 INSTALLAIJON DETAILS FOR REGULAR _PANEL5CD & dA DO MOSM MNLS FOR INENIMON IN FIND 0MCIRM INTO EXISTItIG POUREQ CgNt;RETE OR CONQRETE SLOraK 5!R!JCTURES Q1001MMULM � -m OR PAMEL"Ir rOALE - YAUQ EQR WEGAA UEE SM AND E=Z SIM PANEL SYM 4,� CONCRETE: AwHoft �N - Z= PLUS OR Or W (SEE SCHEDLU ON I I OMWI -� ----- I I-- SCHEDULE OR SHEET a & 9) SHEETS a THKok" 9) � '. ii-I \�, ' I I� �_ - . I i �� ______ ___I /11 Ibl� � � I � I - r 0 I __ - - 1 1 1 I *S0.__.= I f1T::Tr___ _y_ALhW_____. 4ii, I � mrim MIRko , I I C 10 .11, . I I � , (�>_� I I CONOREIC 1 I I ! ! *I' =0=116 REW.MW I I I I AF , ,I- i t(l) I L r.."- �V-* I I i I 11 ,;_ .R- I i E . i � ; �,S,� "�, i "_ L-4-T � , I ._e, , , 11 I I . � � �t I I I , :� Z� I , I i 1 ; I rge. - 1, f � � I e R` - ��,, � J I EXWW. POURED, I 0_1 r eMY, -.1- I --- - i IV � =171=� CONCRETE OR . I 1--gri 1 -10 CONCRETE BUDCK ; I (D I 6 . - 8 � 1 1 REOUVRED. I ; i; - _J !!1 I I �, � -,.- !tl = A C (D:w I I _ t i I 1- . .... . � L_ I SCALE a/14-T, --- ,F , , 11r, , - - I � ( =_4 7_� ---- ---- --- --- I CASE 8 (ELAN) , MIN 0 , WOW I It A AT N ___R, I/r SCALE 3116-1- =111 i i =_, waom or i AAMS, - i � W .1/2 r.r i ___11 __ --- - SECTRIP4 . CAT�y I I = .1.1 - I - ,..ar - V I I Sm � __ I L._Fi,,, ON .m.0.4- i MMRw.W_ I I J, 1. _"M" TKAW. .1in 1 __ , % mAFL i __(31 , ( I 1. � 11) I.,- - - - 11 i I I I I I r I I . ;, i ii7ff - _� i I SK -.27M -0- �_/,D 1___/ 1. I � . -�,x/�J� ,,,� �, I *'I ,/2- at I * i W 0 " IJ - I � ! i N�__/ ,�,,, .X10- � l � I I I MF=== � ; . POURED Et. I I I I __ � I I 9 CONGRETE OR ' t, . I ... "' � 5 li �PLAH ) COOCRETE BLOCK i � I ED. ,,,, I REOURCII iii ... I ; E1=PDUR1EV_ 1�1 I J I WALE 3/,6.1- QA�) . OR i i, I I , I - k'� _______ - CONCRETE BLOCK � ,� - �1`2 1 : REGLOW-0, C-ii ��,/11' W ", - ____ I.TA , , ", � a - - J&' CAUK-I 0 � , =_ - � a .fflvtj , 11 ,,M`DNK%-, 1 - -) "CRETE I'V1157 i Wyni-IR VW TOOLE ID .0 ZaM. I d �,- W� ,'� 2=0 PLUS OR OF � me I I Ile-\ � TAP , . 1. _GNP 04 a��=��_ - (SM � - - - - - (SEE SCIIEDULOS ON SCHFOULI -%Him a " � ! SHEETS a & 0) W" MOUNTING p.m.) ;K BUILD OLa WOUNTINQ i I I 9 � ULTIOtm 5 a :Em,? W I.R. * .,._ -(V' - 0 WALE Jfj� I � 3 OPOPAT AIM \X- 01/ " - W M = ZN 'T , =. �___9WWE`OST"` * NEW I' WIDE . VARTES . 1,T_ E.D. - EDGE DISTANCE � -0-6 I 11 THICK ALUM, TUBE OR 1' , � (SEE SCHEDULE ON , QAKA�11 : - _� __ , � - , - , ; � . DIMING STUCCO/ PJ WOOD PLATE SPACER I SHEETS 8 & 9) 1 �% -1 � ,-.1--wom awo , � I - I W / � �111 " , * NEW I- WIDE , MAWS . i/9- " � 01 �,ii� , ...."""""o ..... ............... 1�� I _��' AILM TUBE 'M '. , VAROS I � NOTE 11=�, - P.T, WOOD PLATE SPACER , TOP & BOTTOM MOUNTINGS CAN BE � / TRACK i I I , !_KHIND 6 � , I COMBINED IN ANY WAY TO SUIT ANY AIM IEL �ELANII COHORT i - ! INSTALLATION. SCALE 3/if-l- ;iC �J � t i (SEE 9 I � .N a ._. .1-i .VAOK ." � S R. C-t -10, I-] I 1A A T, Cz I-@ 1 .. 1:..!Q,;�s, "' _4jw ... 0�1. .1�1 FLORIDA BUILDING CODE (Nigh Veloefty Hu IT ZOMS)l �09_" Me, SftGIM U� a 4". %CEV, .Vs con _�Mn *.:,.RRIi ,- � 12, ml� CRIOIE MAIM NO" TO NE . ' ' 1. 1 I". ==1 I I CONCRETE BLOCK WAL " Guam I'm 1 - O24m, Itim W_ 2D SAGE GALVANIZED STEEL STORM PANEL � M., WOLARm I'Mom NOGIn, 1 No 44167-'- INMAN SY, Tir i * ��_--, I R:7____ X6 sl�ft?��X S .. , _��":�� -Q. nit uh-1 - _ - GLOBAL PROTECTION PRODUCTS, LLC. "`RAVM""_ S � DETAIL MR SPA= REOVIRED AT TOP OR "IN, &W. 6, STNEIT BOTTOM M&M ADJAMT TV M"61=0 BANDS Vp;'%. A2 III . T`_ — . I;NMMMiP,_ P"NE TOW, , =I. .- )RIO!".. . tPNIN""S. - Glltq�m 20-176 *,� q � .... M_!.;6t_mI% - -M I" - FAX .... - .- , ,%;4;9/ ---- . -, - 4m __!�. ORWAK MR. "I V11I_0PN"l11SVNAN"�AE OA-O'Ke "p, . I - I - I W&TM A- ,XU VMS arn 111*� ..* - "'; ti, ngisgS, U, - I PRODUCT EVALUATION REEDIR-T NO, 111,,� 2 , 1 2.2, TEST REPO Large missile Impact ioad tests were performed under SSTD 12-99 standard as per section 1600.4.2 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 0311 1 fO2 witnessed by William R. MShDer, P.E., Boriz Moroz, P.E. and H ' enry Hattem, P,E. and Report No. 0219.01-09, dated February 25, 2OD9, signed and sealed by Edrnundo Larglae8pada, FIX. and Henryl-lattem, P.E. Large missile impact and cyclic load Ings per Protocols TAS 2b 1 & 203 as per section 1 609. 1.2 of the Florida Building Code, Test Report prepared byAmerican Testing Lab of South Florida, Report No. 1123,01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P,E. Tansiletest report No. 9CM-198 by OC Metallurgical, Inc;., datiadMarch 13,2009, sIgned aod sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKMA 318, dated December 1 0 201 G signed and sealed by Jerry Jaricifano, P. E. as per ASTM E-8. TRUCTURAL ENGINEERING (;AI&ULATIONS: On 24 Gage Galvanized Steel Storm Panel for mailmum panel larto vs, design wind load, as well as maxinnurn arichors'pacing vs. design Wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 12flE1110 and QB/27113 (for this revision), signed and,sealed by Walter A. 711fit, Jr., P.E, 3. M14g]LE IMPACT RESISIA - � , NqE_ Large missile impact under Section 1609,12of theFlorda Building Cade.asper I SSTD 1,Z-99 Standard and TAS 201. 4. VAND LOADS RESIMNCE: 24 Gage Galva nlzed Steel Storm Panel haR been verified to sustain wind pressures. Maximum panel length shall Itie as indicated on sheets 3, R, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D,), drawing No. 20-175, Maximum Anchor Spacing shall be as indicated on sheets 5, �9, 10, 11, I$ t1hri le and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Go" 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. tH01DT1CTEVATJ1AT10N_n,P0RTNO_ 26-M7.02 I &. INSTALLATION - Installation shall be performed strictly in accordance with detaifs indicated on sheets 3 thru 8, 12 thru 1 8 of 18, of Prod uct Evaluation Docume nt (P. E. 0.). drawing No.20-17S. Minimum separation to glass shall beas indicated on sheets 3, 6, 13, 14� 16, 15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. t-MATERIJAL CHARACTERISTICS AND SPECIFICATIONS-, Shall be strictly in accordance with, General Notes and Components Indicated on sheet I and 2 of 18, of Product Evaluation Document (P,E.D,), drawIng No, 20-175, Anchor specifications shall be as indicated on sheet I of 1 8, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 7-LIMITATIONS AND CONDITIONS Of USE: 7.1 � Shall be strictly in compliance with General Notes No. 1, 8 tbru 14, Indicated on sheet I of 18 of Product Evaluation Document (P,E.D.). drawing No. 20-175 prepared by Tilteco, Inc. and signed and Sealed by Walter A. T11111, 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 shallonly be installed into poured concrete, concrete block, and wood frame structures, Product Evaluation Report prepared by WalterA. 7`1111t, Jr., P.E. (Florida License No. 4067), President of Tifteco, Inc. (Florida CA-0006719). WAIILL ll_'� TILTECO ADMON REOORD!5 k,P, E. REPORT.2t GALVANIZE0 STEEL STORM PANEL �DRWG,# 2(I-I 75 I, --- 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, +V110, 2W/10, 3W/10, 4W/10. 5W/10, 6W/11 & 7W/11 6/5 _3: MM_ _-ANCHORS., FOR CONCRETE SEE SCHEDULE ON SOEM 8 & 9 --'-- - r MAX I I MIN. I FOR WOW SEE SECTIONS ON SHEETS 10 & 11 I, M14,- � I I . . r . . I I a __ 0 �. 0 6 D.M_0,(�),04 + r--F - _1 = � ; -F-T --- T__1_ ______ 71 �fl_ ] � , � . -1 � � , , (i)�. (!)+ _ I -I- _FT'� I , I � I 11 I , � i I I I I � 6 1 1 I i I @. (�) i I I I I I L " , � i - L 2 I I ! i 1, � I I I I � , I i , [_.�' I I I 5i i I ir 71 __] , U , I , I �,L ED I L-1-1-1-L.- -1 �,111 11-1 -1- _� A- __ -, . 11 L___ 9 , - - I .--- __ - - - __ -1--l- .1 �, - --l'... k1l'-p --- _ , I ; ,, I - - - I I T"," I _T__ - ] ---- 1-1-1. ! ! . ! � .r 1-` - I. _____t II------- 1 I I _��A � i, �- - 1 _(V _I - - ---. - - I I - --] / I i I I I I ': ,,,, I - isk I I I I I I -,� , - - - - _f --- I 9 UNBOLTED PANELS ' 4 I 'I WZTjD -Ad� I1F1 'i�iil_ 00� - , (SEE SECTIONS AS I , -11 , �, l� MLS. SOLT W "718" . 3/132' i :1 APPLCARLE) I I -, I ftLNURS a EOL I J1 I I I 11 (SEE SECDO AS APPLICABLE) I I 11 ! _, __ -1- - - i -11 , - -I! , , , - - I___----L--1__ ' __ L__ A-i-J-1 � 4i _ _ I � - - I _ _ , 'arr". ' � , r - __ --- -F-1 - - ---'- - -r - - " -1-J!, --T-T I - - __ ED � I - , I "I i � 1 1-�---- -----,----, I � I / , 1 I I I � ,. I I I � i V I i I 'r , ; I i � 9 , I � � I I � �. I , I I I ; I - - , I I DA,,�g,&'(D.+ � - J I -- -- --- I . 11 I ---",-,--. -- - I I (& --I - +,;ii e I �-I -0- - . i G, - *1_1 i � __________1___ 1 @+@),(D-@- (Dd iF I , I � __ - L-3 MAX - t. r. 1/4, 2/4. 3/4, 4/4, 5/5, 7/5, - I: RON. - ; JW/10, 2W/10, 3W/10, 4W/10. i � � 6/5 � � 5W/10, 6W/il & 7W/11 . I_-,--.---- - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6 & 9 ---------- - _ I FOR WOOD SEE SECTIONS ON SHEETS 10 & I I M A & ELEVATION N.T.S. 2161, i/4* M... W W OAKAP-1 *Or VAUM , ___ --A ,�2 . � __ I I - - .-- i I I � / /�\ /-4- " vo"�\ /GW1 I" /�\ . I- I 1= LAV4�APk_ Nr_/ ! ' , I 1 � .".11 .... S*, ,.I - � .. ' C)� I .. I EN '-� FLORIDA BUILDING CODE (High Vietoefty HIM *oant Zone) _. Z �F 11 =N, TUM0. M. F.P. - I : _ 20 GAGE GALVANIZED STEEL STORM PANEL OR" MI. - . IT : = a9feIlON _*� GLOBAL PROTECTION PRODUCTS, LLC, "' XTIS. - I G`,M. %:��I% ATE - I � OW &e. 5, SURVEY ---. , Z aw- Ft. 30. It . M. .�L S, 0�'.-. 0 M_�__._ AH� >M-� 20-176 W" e, - .... - (0-)S�-r-iL Ift (� ��g� 11 si, - - OWN.4 'N. , ..... _1[X*___ - , ows, ___' C.�N, M lug .. P. �-i On 1 - 1 I - i - I . 111,1111.fO*--i--,E I � 0 .�57" - I - I . I - I - __ - -1 -1 I IhISTALLAII-ON DETAILS FOR REGULAR PANELS01 - & (JA INIQ EX1$1lNQ � - e9URED GONCRE TE OR CONCRETE 8 LOCK �TRUCJURE5 CONCRETE __.____._ANCHOR5� - Wr CONCRETE FOR CONCRETE SEE SCHEDULE ON SHEET S____.____ ,-,---- FOR WOOD SIDE SECTORS ON SHEET 12 I f __I!QURED OR CONCRETE BLOCK I REOURIED DUCREVE ANC4011S i - --1. --r""'ILM19. � 11 . . I REOUIRED �_ OSCRIETE BLOCK '3' M.F : REOURED 1- " . I - � 3, M� 2.87- - (WIN. OVERLAP -1 WHOLE WLLM I' W. . .�& 01 114 11104 W/V - � � I I 1PIEST 9) � . 1__r.7VR.M-= I � i SHEET 9) - _W-11= i i I SHUT 0) � t L I �_ r ax [ TIP-" M" I I �_ I ! . , I - �� ------,I .11 � . i `,��, 11-1--li I I I I I I N ! -4 i i r I -7- - �-.11 : I , 0 I 1 11 1- will ,;' �, i i , , , f t ,7111 ! 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I it - H i5KON - � 1 e i ; , . it � _,� '14 4 i I � � 1 1 , ! I � i I � It I 11 I I 41 1 14 L : -, � i I I 9 rfl � ::: i - I , , , ! � I ii I i a i � � � I I i � _� - i � 1� � I � � ��' ! -'- ay 0 IA _____ 11, - � - I I !I - __ - Ii _'LL � � 9 i � - - - 11 � , [ � I 11 __ - - --- __ -1 � A/.-.- I- I "I 'S t I I 1 - !, ____ .9 1 S -.1 -0 I 1 r I __ ____ r ;,-- -- -- - - p ! - 5 � I 1, -I- __ - - 3 _� C Jk iss 4� I I � IT 'IV I � 5OX __ - - - I -1 -1 I ; 11 ; , ,;,. - F - - I � . �_ - � , I . T � , , L c Or %, 1 1 � : ; 1 ; : i i � , � � _.i_�L � : 7 r i , r 7 i � 1 j � � , � i T i � I I I i � ! 1; � ; ! i � I � : I � I � , � I � � , :11 I 47 , 9 I I � I___ ___ I � __ I I - � L___ - __ - - .. = �, '. I- __ - , __ ji - --r' M 11 - - I I � i I I I � I � I : 1 1 1 1 � � � : , . ! I � � � 11___ � : J 11 i i % i i I I I . ;_ I i : I � i __ ,___ I i I � i � I � I � I "C" , �_= ! . I i BOX ! =%� 1 : Or *L' , � i I � � 7 _1__T_ I ; i I - - I W19 ; � Sn t �r M.,L 1, 1. A OM Ova r , , - -1 4" I*" I. =1 � - ON* 0. @ I I OF V 1, I'll ""I'll, 1 � -0 � - MAX ' ", I- , -,-41 . � - " I I I � ; MAX , - I � -3 I. "Oh. ! 1 OF I' MAX ; ________,_, , " - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 - ____ - - I I . , �, � , i � I 7 I I I I � I ; 1 . r I I j , : I � I I . I ,a � FOR WODD SEE SECT04 ON SHEET 12 1 q i �� , : ; � ! �� ", ; , , 1 i � I, 11 111, a 12, � . , I I lJr CA � T ! I - 0. i � � I W.. I TE- I I " I � � , 1 - I I � "T � i � I . � F � 1 : � REGULAR SJORM Sj:��,_(�& a ELEVATION .�, . C-i � I I - � __ - I ---) . . t-2 __1 I L_ , I i I IJ4* MAX. GAP - i . 11� � I 1___ -A . � � � 1 11/4, I i �_ I.I.., I I LIQ I . T - , Soo" � � , -1 1 I - ,_I 4�i Mk2t/4' S.S. SOLT I � ` I � W A"'. WING Wif ! O.0 � : 0 $2 ! , I ; � , � I � . ___L__ I I . I � - __ i � ORM ANCHORS 2.67' (UK OVERLAF� -1 WHOUE VALEYtI __1 ___ __ __ 111 -1- - __\__/=\�� 1�tA I � W, L,__90MGPVE ANCHORS STAGGERED . I � � ww'Am ANCHORS I CON I � � - (FEE SCHEDULE to I Ile Mt � SHEET 9) I lu = (SEE SCHEDULE ON I ! I - (SEE SCHEDULE ON slim 9) I I 2) wommate OR � -apRial I _J!aURW CONCRETE OR 1 - CONCRETE SLOOK r - _W27PONIC SIX OR REOUIRED � SECTION AnA MwJ � SCALE 3/32*-'* RLDC' REIRRITED REQUIRED OIRIECT AN ALL MQ=NO _ RW INEW,LOON DIRECT A WALL UNTINQ ..NQ � IK _ AT& UAY .. - A--- W��l %M,p .. 14 ..� 011% , Z � , // ,�t�A iii; -k . EN ',% v-� �,,"��' 4- /1FI I FLORIDA BUILDING CODE Lfth Yelooffir Hu Con'll Zone), F-D. .i!ngF1,1,NCE , . ON N FOR I TOP & BOTTOM MOUNTTINGS CAN - I 1 g : . . PH,20 Tem. SK, = 20 GAGE GALVANIZED STEEL STOW PANEL . . - = . * - .;%L 'I, . _ , � = *,. = � ' GLOBAL PROTECTION PRODUCTS, U.C. = 4�_ �T_. _.:�� I-S I I ___ Z 11LIECO ON- ft ft """ tATE SHErT 9) COUMNIED IN A14Y AN, TO SUIr AZY INSTALLATION. TILUT ,.., .W III*. 51 STRW TIST!" . �� ~ANY IVME, n_ =I. ��Xtz v;r,=M_V. PHONE (MOM-7,46. 1,01 (�)OW-am 20-176 - 01-011'", I -.1 - I __ �_' , I !�!� I �� DkWM Ift rALTr I I., - - or - III=U� J 441in A I - I ,I I _50 Q) (3) C__ U) -0 — CO > 0 (3) r— -I--, -'a :3 a) - (3) (1) L_ 0- CX = 0 _0 L_ 0 = cj) co R C -) -0 (1) .4-, 0- U) . Q) -t- (1) -0 0 -0 - _0 C: 0 = L_ 0 0- -0 C= E -0 (1) 3: co = 0 0 Lr-:; CU LL ,,- 0 - CU > .in En (D Cn " 0 -1-A M " 0- !E �— m —0 ,*— . EZ — C/) 0- < t 14 Z L 'A — Tr " "", cli C= ,- _ 00 N� -M := CW = C14 '.D, UJ C3 CL JE = I.- 6 = r- = L.> C11:0 = M C-) C14 C:) - -0 = :1.< L.-; - = 0_ .!2 M = - Cn -0 CY! = Ln a) = 19 . X - C14 .,. 0, w 3: 712- W Z_ ,= E = >. = C, = ..CC ,;: W .- -g -�; �: : M = .W W .= - L) W '= :11 = C= �� CWX .!! :,., 7r, -= ", C E -5 CD 0- LJ - 1�2 (n L. a) (D C: CU 0 L. L. :3 LLI M < :Z = < __J a_ -4-0 (1) (3) C_ C/) M > 0 L_ CL CL < I 0 :3 0 0 L_ a— (1) (f) M Cn SHEET NO. SH 1 .0. °co4CRE 5 ] aWALL AND d -_. _ FLOOR MOUNTING INSTALLATION FDR ! SPLIT PANELS PPIA60 -• '� k �� Ytl'+1/aS4•-e' g =\ II1H1kt4'#'-E' PF9LWW10� k! ni• 1 �'~ 2 ® ttNq••1Q N.tfi'1 i+. '-x 1'.... Aawonav-Nni9LWFi ( �` N .�_ ,. Mo- t®r dona8 � "I1• Mv. � IN BORON) L t 4 k -+ Iw" INDURIY j %Y,r NuryoN �. 60L78 OF WALL GB---��Sil01 tKGVIIT Ra C 1' 1 R' 1 LE - W (i, P/OMetid84t Lfe*(MC( 0` Q/IQ. sUcal iL 1•.^ 1.0071 GROUT fun 0,00, 4 1/2' eti OWX'RtTxWMUf� MIN, ED, '- %. D' rum waWt I I Ohl I } 7��N k yy W k iP SCALE: 1/4!' W I' MORNt fliASiLii r 3' G,GI 6A4) 1I<" Max. /S,-r — ANEL N npmue MIND A3A,L 4 6' PC. Liu Y(LJD u 4 6t7AE L�J4`-7 lAMH1ALMrlaiKA) MULLION SCHEDULE sNNacm ■ A aj aCN waM,o . -72. A f. as ,.ixa tlTt4 L TT :,I V MUUJON SPAN (FL} • REQUIRED MN,. TUBE MULLION - Y 4'-6' TO 3'-B' 2' i 5'-B' TO 6'-10' 2" x 0' A T/e'. 2'x4"s,•4' > B'-tO' TO B•_a^ ?` a B" x ifs" • SPANS V19 FOR AGA OEM PRESSURE RATING t1P TO 4- O al„ -72a p,F.f. �E•g ,55� G SECTION 1 SCALE 316-1•. NOTE MULLLON CAN ALSO BE BISTALLEII w/D STORM PANELS ON TOP oft(ONE PAN)Ei OPENING W/ TUBE iDP & SWI QW BOTTOM OF OPD7NK:. Ar. _� 9F «SQ4 paT. -720 P.4a- 1 AAWT�mGE� ow+x3rin w.l 1 1 /HH■�� •` i""I+IIE71!"",LYM `>•flE7,".'iwidCMk`:'JIIQI INSTALLATION DETAILS FOR REGULAR PANELS( 11 & (al INTO EXISTING WOOD STRUCTURES ,'1rT'xt µONg4 71dR ' ,/aY ,AG alMerQ A P " ,b. WA9MRpaahrPWl1 i 1(r i lA ltwa- KART ,w, samw r r R.F 4�W 6,IW FA,R ib OwINF WJD KROL ,f " �."'Q� �'�+. p. .. 'I ldla UR Wl'16 r 4' a4 +/ R, Ys. ,MNiem � •: ,lsY IK iif[�s . Y' OG. % MhY1/ sO.nY@4AI - !�` i@ CITAII6 40W Lelml aY.p .pa4 1 lFA6suabl t lw tWaAW nwb raAbn t m (iuir RN ARLR A•lrn. -it„ } snq M+tauBaR. N.iS4YNE W( Atwr W.n Ru NMJM Ii, W. s o.Mt;'TAi,A s • 4f e+c 1 I 2 J eT' E . 2 M1 DFIa'O i0 c.ea AMIW a tleeN xlc„4 ta4AN M MWFIM 1 , ^ t (eT rIY L x-atr1 ' n dr 4MLWe rAYp MG.aL / I ,w. Irllf Dr• 1K4WML G W( r• `�•�. Ma •,J I s I{ I- M0.V ea ANl1P i_ �iaaWae I 1 Mrw f 12 in•+Ac I , .6A1• a.L meµ• // •INN: rr. W, 1 - F� � ,rqqy,pp HRWR, 1 I tp � t jj1fj b,i�ME I4Mm, +sx WM�Nn $ �lxawaxE _ OM Q ..Ro ,mcu L �srm s w aA33 I i WALL MOUNTING 1P INSTALLATION - ALTERNATIVE 3W SCN.E If4°- 9`nits.a A�W j M4oA''.Ya din t(r•ac I �/y'O�e NR AIAN Nuam BUILD -OUT MOUNTING INSTALLATION ••• ALTERNATIVE 1 W I :; ;I...M(w wm'itKrHrAr,wN Nt yaMN1N Be MR -. . - Gil Nm ERMW mN ' 1 ,^KALE: 1/4` = 1't CEHJNG. k FLOOR MOUNTING WALL. & FLOOR MOUNTING WALL MOi1NriHG 1.1 4W iNSTAIONIS - ALTERNATIVE LW INSTALLATION ATION - A TER A (i T (SECTION AT TOP IS U7rED TO +55.5-67.0 MAX, SCAT: 1/4` - I - MIST INSTALLATION ATIDN +•• AI,TERMATTV�,�W DESIGN PRESSURE RATING) SCAM I/4` - I' SCALE: 1/4' - 1` 7n I ^> s�aor ,sl� j NP.1�., uwlm -- lW3MPMI N1Q OLLt111n 9Eto 1407U Ti�•r&r,� rLOOR MOU"NG INSTALLATION - SECTION 4AW SCALE: 1/4' - 1' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS ?aA`A• + -7 • f. AND PAN LENGTH P TO 8'-B". U? TO 55.$„ 20 p.s. D PANEL'S L N M U �" ` ✓ i E'•,'C y',L; y�r4167 FLORIDA BUILDING CODE (NP h velocityNu can* Zane 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN - PINE NO. 2. W/ SPECIFIC DENSITY OF D.55 OR EQUAL i ISO• - c2o2G TulEcO. wG. 20 GAGE GALVANIZED STEEL STORM PANEL FP' DTNMN BY, GLOBAL PROTECTION PRODUCTS LLC. OAT& + �ai!N / G V Na. IWTOP BOTTOM MOUNTINGS CAM 8f '�,c�;.1. A1D; "%,dP'�-y% TRLKF 7[STINB ! ENG2r BRIO CwMANY BA 5, w! 20-176 I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ''gi 'rS/Q )(L 4�tA� ,,.__ ylM"'.1 • * W. s> SoM vrW.4, :rWR,M n axAi FYnxD (2di)tm-rsta Fix: ros4kRa-B7Rr 7 '�n`-,� m-id" G Na �,- ar.rr Mot 1� p 11 WALTER.A llk RH,EQT 10 TIF M a1tAxR,1,I,i►,t.."AAMIT3D.L=1 N PRESSURE MIMG (96a.l) .AND WIRESEOHRM' MMIM UM1 P. ANEL LENGTH "� L j D�ULE Tv.1 M, rtuv ,rw sous${;}, w i] ,NfYAIA,Y,NC Aa ass eFnYMwc a - et.me , e1 0M6N�aiYVM AS.UP�:E RLTea6,r.y NaA. (4T:43 n wNMUN SiFA UCH 7a GtA43 PANF�, CONOITioN =, m OF TNEN Le5-% -120 - r-S" OR LESS j 2 1/4' UA"7E0 1 THRU Q A 7 A.B5A -720 a7'-V TO W-W VA. T 3/4" UNBOLIEO t THRU It 7 +56.0. -72.0 t B' m tt'-2' NA,L 2 Tj2' • BOU�BI�t.�MIM 6 a43:A, -4W..a IVOR LESS 1 d 1/£' • Ni % 4 k a0 • SOLIm W/ 1/41e-NM• SS MS IN ww"Iff AT Q~ r mane RI M PAVE_ NAUD ONLY FOR PANELSWAr DA OWAL1ARONS AS PER SMICRS 1 THRU 7. ON SHEETS 4 & 51 WMIU11 AAD M 04 PRESSURE ROM af(O ] NAVWW ANOMORS SPACIM FOR E.O. + 3 ,/r +" S�jCABLE P TO NA"I�[ �TW1 � WXWM rANEL LaICDi 'Ls fna TAPGWN OF TAP-M, CXM-IN PANESYNOE TON" to PANOM t PUN TD TE COI7OaE7E MOON To 40.0 re TO CONCRETE 9,-= TO —C*oX TO,MBWA L•a40RETE !POCK TO GOAICKV, CONCRETE B.O,CR TO CONCRETE CEO TE BLOCK Q" N/A N/A N/A r N/A 4- ADIP e` AIA I (TM.) S. B' N/A N/A Ir 6` Ir Q' S b" 1 (Rmow) Q' N/A N/A WA Q` N/A d` N/A r N/A 2 (lop) IF N/A NIA K/A d' N/A 3' N/A 4r N/A 2 (Wn*4 +55.51 -7210 r NJA N/A` N /A N{ r . x A J B' N/A S N/A 3 & 4 1TM) r-6' 4 Less G DR LEST B, 5• N/A N/A... r O' - A` B' Q, Q' 3 (Bo'!i)1i) N/A NIA 6' NIA Q' M/aA d' NjA 7IT" B` $' W. RfA Or r Ir Q' B b` 4 k 2 (1N OND NJA M/A t4 Tf2' O If4' 12 ttr B 1/4' 6 7/4" B Tt4" $ ,/#" a 7f+' 5 (TM/BOnow SEE SIw n Is k 11 FOR AN#SIpM TYPE r spAONN FOR RNIALA7IONS BUD WOOD FRA1E BURORO. ABUN I ANCHOR SAAGeNS Mils HIWMUM EDGE ONITANCE ARE INDICATED ON TIRE SMIL& . i1NR E.O. LEES It" N "TEO ON sOH OULE RIF NAr ANCHOR dpAGA'O W1` MtAKPL4INO SPACING SIGN ON SGNEDVLE s 11E FRIOANG F4110M FOR IM OPEPATON m 8E lIO551MP, REOUGED 6'PAC000 OBTAINED USIM FACT . WALL MOT ER LA55 7HAN MM4,UN SPACRO RCOKMTLN FOR aw ANCHOR TYPE AT ANCHORS LGGEM, J4IAIGR 7ITE If4'. tf44 ,/LS }j1h If4"R T4PtlMl _If4'• 61 04�MP-ilk lawa LUG dUFW RGLR-9E! Nn AIO4RTPAOMQ it.f.. ] 3 1 3 2 t/2 3 �iowuLLlASLa fAIM.4 f."1 9. .. ] ] S ! N Hj3 Ra•tM.3 yro4y W {A} F 3 3 It$ 1 1I2 4 3 'j2 low ffi om NCR1W 7vr - - 3 1/4' .a.. s/Q• LONG GRASS ous1RNG W/ ]N�TA�LTION DETAILS FOR REGULAR PANELS 1 & -Loans, N.S.. E v4- ox.641 PANEL 4 ,w PANEL LE110T1I5 LP 14 3'-D' AND d 1/4' O.G, VP m or MOP. ON j 44: 1AKIE INTO EXISTING WOOD STRUCTURES F1AL4E QP ANEI)M7E F PANSSAMTE IO P PLUS i OR UX 72 M1 ' C, C WITH , 1 , YHRFAO. f /2 Mk+ ED T1011 1D fink ALL UP 7 1WnDER LfrO,1FS y k >. i ,I mQ / 1 �1Sr W( AF. WUWIfEO FBVRRtl70N � -: 5 i t d1 F �I k t4 k�W MMaOOTN] 1KADFA J 4 q u .., 1%i i 32WWW G , I I I- FE} " jj i3 Y `� A'1'i' 1jq' ` MIT lv+ EO c -i1 i I_- 1 I Tv y EO - EO I: ) I § OAF. EO EO i 1 ' WVOG ,6iAOEw ` MouRm f a lwawsu # I I ALTERIWE 1 W A ER ALTNATIV 2W { I �N 3/8m1• SCALE 3/8-1- I SEE SCHEDULE ON STET* 8. I Fib S Owwy I p in tlW9 I. tAy'..3/ii i FOR t Ww liOfSEPARATION EiG NLt7 e0E TO GLASS I I - I - � EO�njl t,t ! EO - k - I Ea EO�__ I M- j EQI 3 If2' I - EQ L S PFWMD TIP^ 1.b. • d/e' LONG BRASS MlSe1M7 .• I WWp LaE pr OPM I-, x, t 1 W/ 1/4'0-20a2' SS MS. e B s/4' O.:O FOR PAM UDWAH:, UP TO 5'-0' NN Q I ,t WIO xNM wi A' O:c - I 114' MC. FOR U ONE. ToS-8' Not. ran, PLANE I{ OR #14-10 PAKEUTATE FUTALE O OR 1wm.MA1e Pus o 12 1/2' a. a WITH 1 1; �: ALT - IVE 3W AL TIME 4W Rm1�lW 2 pErEmA :� �. THE ttwr u ' 1 7�MWIbTH OF E10GTNRi FIOOO PLATE to ✓ 2Rf PLATE i ---r Ia M- nerAvrR aexeTRA1�a+ /2 W FNIIFNPR, eF FiN]!< OWI SCM:E 3/B-T• ��_ :.:GALE 3je..1' { Ml IfNGRS LR m - 9' Nmc *' {i AM DIRECT MOUNTING INSTALLATION - - CON LQ NOTE : SHUTTER TRACKSNOT SHOWSHOCLARITY r SCALE 3/e-1T MtTERNATIVE _7W SCALE 3/8-1" LI11111NNE IQ 1, INSTALLATIONS ARE ONLY VAL.O FOR BUILDINGS WITH A.S.D. DESIGN LOADS• ",,• UP TO PSF AND PANEL'S LENGTH UP TO 8'-B`. C'ENS, S ' - FLORIDA BUILDING CODE (High Velocity NOrrleane Zeno) +55.5, -72,0 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN . - ')6 '�*_o TW,a%R,c PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 1' ND, 20 GAGE GALVANIZED STEEL STORY PANEL auwr N+^ iIF DAL PROTECTON PRODUCTS, LL.C, Ns?(E.FPEt.: 1I1!N9TID SiF. Nam: ,, ST ___. fit, g/► +"+1L O'•r'6FI 0 .0I 48W ILA dl STREET DATE _.... TOP & BOTTOM MDUN71NGS CAN BE COMBINED IN ANY WAY TO SUR ANY e, �,fi+ 1, F'' lq,, `ON# •- - �' ESTtNe • EWewEER,Ma w aR. 8,p ,tlTNLb Y,1yaI4" 0.I� H WE. FL Jul. iwblt 46L )M-7544 Fa 06.)6811 Q797 20-178 INSTALLATION. A lhh,N A, DDG?l,y.. �. -. ,. :e.. Mmn. .,. ,�� ORWm,O Ra M1FM1A. i 5f1A,N Nw71E/04R gylyTEN III 0117 f1 or a (VALID ONLY FOR PANELS[1)ir QA INSTALLATIONS AS PER SECTIONS 1 TIM 10. ON SHEETS R, 5 * 8) MAXI 1NRRI M MOOM 5PNiN G FOR ED, - 3 11V - K&O, DESKAA lAP,:ON CF TAP -GRIP - CALK -IN WNDMATE FMAIL M PAYELM1tTE PLUS SOIIT SET APFiiC/BlE TO S a MMONUN PANEL PIfESSU7E : TtATf)O (p.M.0 TO CSNOR£tE To CONCRETE 6UxK TO CONCRETE TO OONCRETE %Ccx TO 00WRETE ID CONCRETE $OCat E m CW40R To CONCRETE BLOCK TO CONCRETE m CONCRETE BLOB( TO COFRItETf m COAKLRETE B-DGK NN 00 uhNUT ON ANY rx OF t1EA1 LE /cni 2' in.) B` N/A N/A N/A 8" N/A 6' N/A 6" N/A N/A N/A I (TOP) 6" 4' Nl/A N/A B` 8` 6` 6` B' 6` _ N/A N/A 1 (BOTTOM) Ir N/A N/A N/A 8` N/A 6' N/A 8' NIA N/A N/A 2 (TOP) 6' N/A N/A N/A 6' N/A I- N/A 6` N/A N/A N/A 2 (BOTTOMt) t 55,% -72-0 IS. N/A N/A N/A 8` N/A 6' N/A 6- NIA N/A N/A 3 & 4 (TOP) p7'-5' TO 8'-8' OR LESS 6" 4' N%k. -_ N/A. 61. B". 8' a 8' 6" N/A N/A S (BOTTOM) - N/A N/A N/A 8` N/A 6' N/A 8' N/A N/A NIA 7 (TOP) 6` 4" NjA N/A 6' _ B` fi 5' 6' 6" N/A - N/A 4 & 7 (BOT70M) N/A ... N/A 12 1/2' 6 1/4` ».12 1/2` 6 1/4• 6 1/'4' 6 1/4' 6 1/4' 6 1/4` N/A N/A. 5 (TOP/Bottom) 50.0, -53.3 N/A N/A 12 1/2` 7 6 1/4' 112 1/2' 8 1/4" 6 t/4` 6 Ile 6 1/4•... 6 1/4'. N/A N/A 6 (TCJP/Borroll) -'-6• TO 11--2` 65,0, -72.o N/A N/A 6 1/4'.. - N/A -. 6 1/4' N/A 6 Ile 6 1/4' 6 1/4' 6 1/4' N/A N/A 6 (Top/BOTTOM) A'-6' TO tt'-2' 'N/A.. N/A N/A N/A N/A N/A N/A N/A 6 1/4' B 1/4' 6 1/4' 6 1/4` $, S, 10 (TOP)...:. 3JL -48.0 4" N/A N/A N/A N/A N/A N/A 8" 6' 6 t/4' 6 1/4` 8 (BOTTOM) OR LESS 5' _ +' NJA N/A NjA N/A N/A N/A 6" 6" B 1/4' B 1/4' S (BOTTOM) 12'-4" OR LESS N/A N/A NjA. N/A N/A N/A N/A N/A 6 1/4' 6 1/4" 6 1/4` 1 6 1/4" TO (BOTTOM). SEE SHMTS 10. 11 AND 12 MR ANCHORS TYPE k SPACIM FOR BI$ENIATiONB INTO WOOD FMUE SWUM WHOAUN NNQWR SPACINGS AND WINNOW EDGE VISTAMM ARE INDICATED 04 THIS SCWXULE FOR Ea LESS it" PUNO TE0 DN SCHEDULE E REDUCE ARMOR SPACING W MULTWLT,NG 5PA4iW SHOWU ON SO4EDMLE BY THE FD IAMNG FACTORS, FORTIS OPERATOR TO 9E POSSIDL€E, REDUCED SPACI44 OBTAINED UsWc FACR3R. SHALL NOT BE LESS THAN APHN7M SPACING INDICATED FOR LASH ANCHOR TYPE AT ANOMS LEGEND, ANCHN M IJ4»1 1/4'. 1/4'r iji`r 1/0. TAAM ~ TF w'aw FiitLAlE o rxx-Ri sou➢ -SET Mh memo SPACING ) 1 1 3 3- - 2 ,JT 1 .4—pwtayY tArr4nMr INJ .1 3 .A 3 3 3 1/2 iFA.MW,A LM.esd 4tMA k1j 1/2 $ 1/2 4 4,12 AL7EUEL CA ow a m"30 IF A-C T 0 R 21/Y m ,an- - 3 ,/2. INSTALLATION DETAILS FOR R92ULAR PANELS A INTO EXISTING WOOD STRUCTURES 6 �.-'14-TD Ph IET.NATE' PLUS O ANEIAMTE LUS 14-t0 PAINE-MIRE PLUS t �I - f titer �� S 4' W OG `^ / 14' W i 7 _ 1 / fB- THREADED O ' TU TO TTIRE(•Dm PFI&TRAi70N TO EXISTING; FTPAOEFI _! { EXISRti,' iWOU HENSER fI EKL.7ING OD HEADER E%Smi6 WU90 NfADER WIND i#OiIiREO ow HEADER f t, a 4 4 I° r' > N , E t ,. ,1 r i � gg r I 1 / t 1rJ 7/atr3t32• I -- -axlc xur a i rrt I i nxwsntw e e I E ---EaNNBtGw lST Aw e i t 7 4' C OG 6 a I f t f 2` 2` t =2 I WC7D WDTR) HfAGE R r \ REOUI1iEH� . 1 Pan. �`_A":1 iJ( I dEE'SCl#:tMF OR ' BE HEOULE•sit SGNEI0.AEryp- I ows MR 4DRGummul Y fOii DUSS: 11DIt W. s° ._ ._Ma. PANEI. LENGTH _. - ,. '-- Now PAN7i: LENGTH AT PANEL LgltGi}I ,f4Y-2ta1' S$ (SEE NOTE 1) lI4•W-LOON' S.S I (SEE NaTE 1) If4Y-mKt' SS *I (SEE 77 1) MS. Wt 7/3T1 . M.S NJ 7tQ'/ A ti I • EVERY PAEPNAp ' q711 5DR 5EftM 2 F 2' Of 'L' G D MA% l NAK ALAK -, 4 I % i 0 M 7 .3 - NU1 WASIffR � MIT e Y . i Wiw wI e EO �• ''• .-, y_-` ,:(' EAtTar SiED *1 7. ED.. •` ,� t"^ `y /�i I f t2 t jI' O.0 � . - I 72 1/2' O.G i , i >.. ..,•. : L... '"' '^;( 4`. ^`^,^e' _ : l .... i 1/4'e i.a.G SCREWS I Q O.C. w/1 1/2` �.i-O 2'.4' WOOD PLATE i �I 2'As' WOOD 2`A4' WOOD,FtA1E 1LBR1. iNREAOF@ =' REWIRED "� y14-10 PANOLMATE PLUS REQUIRED - tI' REgWRED { Ii. PMETPAMN AT . f O:C, wj 1 7/8' ill: '� '.I1 NOWIM OF PLATE I F} { t If, TNRFA N aEEO PENE7TIOO 1 OF PLATE AGO p w 14a SCREWSO {! B O.C. STAGGEREDWf a 7TH 4 ' l PENETRATION ' .__-...,..I \„_,-. AT MOYABIH M PLATE aw pig Q! MOUNT 4 1"- M WING IbWA"TION DIRECT MOUNT IN SCALE afB SCALE 3/e-t" SCALE 3/B+«t- NOTESI 1. INSTALLATIONS FOR ALTERNATNES OW, SW & IOW ONLY VALID FOR E gtHniNIt A`s. DESIGNLOADS UP TO +43.6, -48.0 P,e.t, AND �Ary+,�A TIC,(/�(hyi Rutty LENGTH ,< TO4 BE ^' •CFAs `''-�,_S L FOR NEW: WOOD FFRAME. CONSTRUCTION; WOOD MEMBERS TO SOUTHERN $ � PINE NO.. 2, W/ SPECIFIC DENSITY OF 0,5E OR EQUAL '�'L ': i5 FLORIDA BUILDING CODE (High volocify Nur4cane Zone) NOTE FOR�lM+BINAT7Erti [ $Tenor!$: t N0. 41 :. ° B tatrca, we 20 GAGE GALVANIZED STEEL STORM PANELSAWN BY ,.r-Y OrJ2i/2924 TOP & BOTTOM Y WAY TO CAN BE ?* : Si SE- -' GLOBAL PROTECTION PRODUCTS LLC. COMBINED iN ANY WAY TD. SUIT ANY '• ._-,__._.........:.....? A LNtE: -, iL ECCl,». , 44,011 $W S� INSTALLATION. r a .. ,...... - L � E7 � aMl n. 33314 . _. 'T1lLr EN M AN 1. �� ••.�� % a��W. aKao.R niw. TINGE', l964TM^75IQ. IFJC l9S4}04'Q7R7 20-176 esw., w W4owu ( Ill [A/dlrl0 Po Nl ll iliMtlA Z SFAL/f;BIN3UflEJM1E WALTpL A 1K1)TIJT. P.E 1 WE(1 IF OF �. _40 , ^^W 0 C/_ N _ 0 (1/ �--' U N Imo. 0 0 C .00 M U -0 N 0— U) 0 0 0 � W _O M 0 > CIO ? M i - `E 1 2 -0 . = r^r S/ / nI Cl%I EV a _ W ® � V V N X LL t1 to O A_ N CV Cn Q O 4p CV 9C 3 d C as Cu L C = `L 3 al ` M tj .Di = V d 9.� E O a CONCRETE ANNCHM CONCRETE. MUCH MR CONA0.TE MIONaM: SEE SCHEDULE ON SHEET I.; (SSE SCHEDULE ON (NEE SCl1EUUlE ON - F� WOOD S : SEE SECTION Wk tew ld SHEET t4) „ j SHEET i4I 2/ qA/ T. 1w/Ts 1 1 8 "' E 8 1 1 1 8 ALTERNATE t $ l 1NST•IALLATION DETAILS FOR OPTMON # I FOR UEE SAFETY STORK. PANEL SYSTEM ° _..T PgacEa G .._I 1''MWL' i14, Y4. W. 3!'4 4i/4 T, 2 A Tw/t5 3• Nm,- AT ENO PANG fi/Ep� • D W/ i�TO EXISTING WOOD STRU,LCTURES �AT END PANEL v SDTT" "`� .SAD• Nmti . : , 1' NAP SNOS OVERLAPM,1 ..•.::: ! ?a1fA5 W++iME,RPETRAmR POURED C:•� __f ___ _ �_._._.,_.__.. �. ^' (12 if2' ,7. C.) -„ 4 I i0 REONCRETE OUIREA r HIND PANEL 5/8' Ym, (CASE t) I I I- e s MINI. (aA4E 2) - D � k 1 n' •• L:. .. __ STUDS o EVERY '` ' _� l h W _ . Ti T T!_ t... _ b2 vl ncj I M i, s SEEaaplEOvtf, i SEE StV#WU i - 'Tp T!'-'�F� t ^}`'�-p-k�' 7' I i T I 1 �� { TO FiOL} PALL ( > k j _ • L,; AQe. PARA1i0N ` 9fF'<i$EPARATE»3 %�Ii l�I ftlM l�ii � ( tM4ii}SPWIPAni IATEPoOR PNRL) (ETA P.O�) T* [ 7`. i .I y , I' IEi �.._.-.: �.._,,... _.__._ Eof �^ I( f iFOR o aASS 3 m sass I i _ ( t _ _ = +} - !i p?/!�� fi�•�g,, t+a i( ` 7 Ww70�T fYL•,RY DING R R.F Q T` OnS, 1 "' f--. -- ii Oc -.. ' { v slw o T2 tie Ox- s,uD s t2 ,E/s'�b.D. � 1 1 1 1 1 :.... ''sF'"' _. ... r.,.._.. ='. T jt' {: S 5.... 8 EE EE -., ' fNTII1H}R PANEL \ - ENO PANti I 1 r 7 , i 4 w1 MsLHRNE }fi fat YKIRNE i - ..- s 3CMgDULE i t `aC€ODLILE f fidtE)RDR PMtlEt... END PANEL - A f I 4.,j I t R .V,t I. le ,/b' Wn. S WJ SPEFDNUiS WdL Min. (c1SE )a -' w sPEEDNUts ,��•p�} LA5 - RCOUrREO 1 (SEE DET. 1/1+)� ; m o ,2 ,/r at. (Sff (CAM S / _ - -I i.. L.. - - -.... -..L �� V DIRECT MDUNt , ANCHOR ANCHOR 3" 'J +._3•...,. �. 1-_3'--'i I I _ �I� ��, i MOz ANCHOR Mw. ANCNOP { I t 5PAC,FNt SPACING , .. gtaU REa1MEO jt sp iF- • - a � , � O _Ij[( �. ,y,, _ I (lI ) ) DETAIL 1- e - O : C 7tQYx3 S2 i a' 1 flit !I- ! 2t1y "(' lilili + (141FAra4TE LOGNaa 5 3/76' t SCALD Ili 6` I* S ma iJaC �• J/MAXIMUME ATIA T LTERNATMVE 2 Q POIALED itDNCREIE•a .S,D. N PRESSURE ' ), ��..��.�M " ,t4•yi�{L4ytRNE �i•�'�� 1 n ,@•CAN g__jj1 EtSRE RATING lE.ffi.t, AND G RRES N IN OR C _ u94jMAXIMUM IrIiAXI41UM PA#JEL LENGTH "L" 4`GHEDLiLE JA Mx ORREMONDIN MAXIMUM ANCHOR PACING SC_14EDUL E AT ,�r FiIR CPIs (SEE. TO le 1a , o,G Q REiAARFD � I 3.. - LAPPLSOA61i ONLY TO SECl�S i & s, WOInA7Eg} FOR R1� cAF4Tv STiNbA PANS',;, Otf. }f1+) I A 2/4, 2A/4, 3/4 OR 4/4 ? t, 2,dE hw/ts T, A TWITS INSIAUXIONS INTO _CONCINaE A CONCRETE M CK RUCTURES �EEv ON sNFF T=} i - ALTERNATE LOCATION i.. ateiR ass�' Ce tWwIA SPaRIRn+ eMaFA ONFOR tAi4 scuu - - ON LIE SAFETY PANEL t- - - • m mI� mA4rorL ) (A.F3 Nat€ BEna4/s) • t ) . - .�..d AREA W/NO 415E SAFETY PANELS J - CAl10N OF IJFE (SEE NCOE 1BELOW) --.. SEPARATOR 14..a REGULAR PANLD PANELS W/ OR --- ----'+- SCgATM PANE- --^^^I MWOMUM A5.D:. APPMraBt$ m *3Q�0+ -'nA' d•-B` x 3t4' sMRM.te¢ TO GGk45 W/O REG�H.4R TRACK$ TAdC4ki OF iNA-DRIP CA1X_W FAIA4MA8 FUMLE O I*ANFUMaE FUIS O6NCREIE A.C. I:, " ''}fj/ ! 1f._,+ft �%, �r !/ ( BELNOWj L LAST PANEL 9 TO M*sTN1ED As rles7RE TO ZOl 7E TO ToCONCRETE CONCRETE CtlNCAETEwowm Ca' •M CCNmCgETE a M AI k O 10 TOlLJO7M `LAM (SFF SCNEA.0 �- :- •.-•"{'•. .'• Q ED r LlT`c SAFELY SFpB,1 PANEL OPENING SHALL ..f. Bla?C7L wjx. BLOCK BLOCK 6tOCN COFA1NAa%#% SJt•} SEE SHEET tQ FOR aICHORS t1YE & SPACRA FOR WTDi M" WO WOO FRME Bt�ING. - ; 0OR LIFE t ., S1iELT ,4} POUR C#i SLOB SAFETY ALWAYS 8E i'RO•AOED W/ REAR HUNOLE - WORM ANCHOR SPACINGS AM W4N1IN EDGE DISTANCE ME WpMAM ON TIOS SCHEDULE. FOR r EO { EO :'GaNDIRDN) m FACWTAE INSTALL4Tid/ IF IMENOEO B" N/A N/A N/A 8' N/A 6• N/A B' NjR. t & 2 (TOP) ED. LF95 iTLAM WO€Ca7EO. ON SFJIEO)AE iNIDUCE ANCHOR EPACBIG BT MrL.TlPRT1IO 6?PINING CAnf. ,-, '". PANEW).E TO 8E UCTALLEn OR REMOVED FTMiII 1N$at - L_. ' So I- tfii .RLTE ANON ;r,: 1A OF BE IW RE +55,0, -72,0 B^. 7' B' 9" B" B' 8' 9' B` B" 4 (B0T1'OMJ:.. 5-0. OR i 5 SkKfdna aV SCFikDULE 8f tNE i'OL>dNWQaO FaCTtN�. 39 'DAIS ORECATIOFi #E1 BE R ..,..: _- - Ea ( $C N1LE ,*., .. - MICATD SPACOO H AM NO tLSNO #T ANC OM i SO LFSS 11{AV MRaAQ,M SPACpO 'p : S ., Ili WOW PLATE O ----E.D, NDMATEO FOR F:1, NLaNDR TYPE AT ANCINDRS l.�EtO, - t SHEET ,4j ELEVATION 6' N/A N/A N/A s=. N/A B• NjA B` N/A...' i & 2 (TOP): ... '> +56.0 -72.0 - g WALL ►}I,OUNTiNG 1W IM WALL AND PL00R MOOTING INSTALlA MN SCALE 3/32'st` B s` g s• B' 7 1/2" B' 9, B' s 1 {entTEaF) ANMM � /}`. ii4" �,'• 1f41 r L LRICCIARDDPLATE Yj l SECTION,_, - � T 1 r 1j4' Wu. 6" N/A N/A NIA fi` N/A S' N/A fi` N/A 1 & 2 {TOP) TAFGO aTV " Pwtg is "MMRLMn7E wawM y _N ___� SCACE7 318, i" SECTION 2 SCALE; 3/6` - t,' t/Y Mox. WP. +550 -T:0 T'-B" TO 8'-8' _ GAP ,•• 9• 4s B• B• 4' A. $.a 6` 6' B' T (BOTTOM) w ANCHOR stACW (04 3 3 3 3 2 1/2 - {{ NIYTES, DNyFT SAFL"TY STORM PANE! = N INST AtIDN.. 1. UFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) i. -"_ �b ♦� y OR AS AN ,FETFR7DR PANEL.. (PINY PNt.LOCATION IN BETWEEN ENO PANELS). B (aT RTTERroR Parks_ 8 T1pLa,A'rE LppAnpN - 3 ] 3 ,(•^. - 3112 S + ( B, ALTERNATIVE _::? ALTERNATIVE 4 Q� SEE Lay AM& SA "K0 we* FACIM ' f P�.EpUAg1} Itas, w/ , 112• �//.�' UFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 101E 1) AT ETA PMR]5 SCAM } �f R'J••,j}tSOR MO1TNi CONIMIOHS AT }g,@Mjtii ED. w j i /2` E i -,g _ - .ij I II MA,,•7€116ALFp Y+fNEFPokTIDI: M _ I (W/ OR W/O REGULAR TRACKS.) SEE NOW 11 r/� f'►EJ t'..� w,KMUM'ASA I !spit➢ a W WT FROM tEW Of ANOJQ GM E MW e S w. AM NR OF AG,0 APPLICABLE 'f0, "^---_--?� _—.__.. _ .._ -. - - - - ''M t• Tti'A-m+2' S,S. M;S.. Q• o.G. aR - L(�j T�RI"1.(�IIY. � l.I�. CONDITIONS �4 A�.�I�F�.L41�14T�� • V 2. LIFE SAFETY STOR PANEL CONSISTS OF D:03B' G4LVAN12ED STEEL STORM PANEL AS SE�rT�t1/,d, BESW:N '{ $E.C17pNS 0 R W"MUM PAtd p tm tOo a.Ge ei 1/4V-2a TwELMaTG PEAWfWW1//D OR PER CONPDNEM� PRF5651RE : COMBINATIO LENGTH h.' (ft AAAHiF11NN4/, .,,_,_._.._. ._,-_._..._,.. ..._,,. `.._ ..,.., ...: ___..�,_.._.__._ j .__, P P€NETRAWWN M A]STRC/ SCAUE 3/e' SHEET $ OF DRAWING, SCALE 3J32•at' THIS PANEL aLLOwS'ITSELF TO BE REMOVED OR INSIAUPO FROM THE INSIDE OF : hN - _ LGO STRUCTURE. RA7WIC T OF THEM p}Lt� I� 71�(! 3 ' PULE NotE : FdKR7'IX3 TiaCKS NOt sNtlwN Fmt ixAet'r aAANt1MNUNA ++82 -6Ts }• 3" 4 1/2' 4 1/2' 2 (BOTTOM) 7'-6` OR LESS . Q- ASA,THHNYN 3. LIFE SAFETY PAN�L REOLlIRES TOP tTWK TO BE COMPONENT 0& BOTTOM TRACK TO AaAAAQ. A: Ri t1 +52.6-66.0 3' { 3` 4' e 2 (BOTTOM) r-8" OR LESS I.�k19�NN T .INSTA TION �R TIL( W BE POWENTE Nf N)AS ISSHEET 2 OF TINTS ARAWBNO: yp. sy, - ., ALTER A E 1 W COMPONENT 74AY BE. INSTALLED WALL OR FLOOR MOUNTED FOLLOMW SECTIONS 1 k ti t, .'' '' •F5s.0 -72:0 2 1/2` i 2 1/`A1' ;` 3 1f2` .2 (BoTFDM) 1'-8' OR LESS No. 44167 --`` 2 ON THIS SHEET, AS WELL AS DETAILS 1 & 2 ON SHEET 14, S �CENSF }•'•, s - - - . Ik ? WALE: 3fC �} FLORIDA BUILDING CODE (High Velocity Hu come Tone +55.D-720 2 1/2' 2 1/2' NIA N/A 2 (BoroC 7'-B` r0 8'-D * 1F FLORIOA BUfLDRAG CODE Nigh VBlocl Hurrtcans Zone _ FLORIDA BUILDING CODE Hi h VelocityHutrioone Zane) ,>Xk 2 • _ - _ 4A 20 GAGE GALVANIZED STEEL STORM PANEL - 20 GAGE GALVANIZED STEEL STORM PANEL +ss.o -7z.D NjA NfA a' 3' 2 (ecmoM) _ rmxa aTEW. Rx 4. Min. 1.E)4CtH FOR COMPONENT 5 IV. E T = ' MDa. LENGTH SPACING FOR COMPONENT ANCHORAGE AT BOTTOM 6. O)YEN ON * - MIT=. i11O F.R. 7'-6' 70 8'-8 A4r evm 117iS0, Fs. FP. SCHEDULES I k 2 SWEET 14, * '. 20 GAGE GALVANIZED STEEL STORM PANEL GWaM er. -.. - •�,� (,, _ FLOR)©P.� , MOIL W: pRgy; z •k . QF •'te SRAM Br. Z COMPONENT (0)MAY BE PERMANENT. OR RDAOVABLL 1i * •' ."'-.� _ -'-'"�-' pT/ tppW '�lR, y y�+'• •.. •• -.-• O7/;et202q 1, INSTALLATIOMLS ARE ONLY VALID MR BUILDINGS WEN A.S.O. I ON LOADS UP TO - -'•, $T e'--" + -...I O7/2W/3014 3 �'•, a .•' . - GLOBAL PROTECTION PRODUCTS, LLC a ,r _, tB r /� GLOBAL PROTECTION PRODUCTS, LLC. +Bs,s, -72.a PAR AND PAMEMS LOW" TIP TO $'-B'. 1• 9�,.. Ft R1114';4AF "'=> /� /y GLOBAL PROTECTION PRODUCTS, LLC. a,� 5, SEE DETAILS FOR INSTALLATION INTO W000 FRAME EKNLDa105 ON SHEEP 45. .,'F .LIEN �s /► /Irk 14NHrwN.1 i.L' i« AI O INS. ay .. \r ©INN-. ©'' p iL G fr 0 I NC.. "M SW. ]i STR177 ,yam ¢ 4ta0 SW, St QtREQ 2 FOR NEW Y(OOI FRAME CET WMUCTFW WEOO M1D,BERs m jE 517U)TETW �S t( ' � °1Y�r j +bM. SW, Qt SNUM z '4,�'fi�y',••...,.. ••• •yyf1-�,�j•'E; ,;; TtYiING & COMBEAtaY OME FL 3151L Ar ('` MAY+�u)4 ` o ! rN Na OWMAN,' AMC AL 333fa PEE No. 2, w! SPECIFIC DENSITY OF 0,55 OR EOWL %ry Si • ••A,� - t a COMRANr OAYE. FL SiT14 6. SEE SNI:ci +FOR DETAIL APPUCABIE trD THE NECESSITY FOR THE Itf-tALLATfON OF rAr� �S ON A�- � tiW,SR3.4or e.aOLA n a,w r1ANE: (Rsr)eM-7si3. r,Uf: (E54j�p-B727 20-176 NR .Tw s. a. z0. aMaolA Fe Saul gaWF: {s3MJdM-7644 FAY (W)SN-"7 2i}-f 76 _ trr1UN Ai a. ww 8: m as we,w aMCO#: rt v,w P1aeW (BM)eBw--95+d, FAY: (t5 )602-Ml 20-176. SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOW BANDS. FANh. tllit•`"ALA '^-..' Owl __AAA. r- ,put m-+m ax - yr ,t. w �_. i tie.. tMN nr.ra,4 ro: OAFS an-t4a, �M w �� pWAA,O 11 11tt4N s ..., , DW m-we .. oft- �� mAWp+a to 4. ArN a w costs w ra s w : Aua,r m 4,p 1M.,43 F+,-N' 067T4 f ®re'.t -.. �UU CA-a0087 T; , Ao i1.iB - L.. - 9NE2T 14 M $6. - - PE. SFA/SKiNiTUWE/{MMiE WN.TEH A 7WNILL1ftK, P.PE _ Y - _ 91EET 13 6F $ J /LLL Pi SEA/SNUAATMM€fOAR _. _ - - _ YINS'EW A TRLTT +; PEE '. 1 ou ,T-ua SIIEEE. i3 A 2d WAL7ER A Jr.11tEIT SHEET NO. SH 1.1 ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 3: MAX. WIT, WIC. $/ill so/is, I MINI 7AW/12 & OW/20 It OW/20 0 0 0 0 0 PANEM.0111 SOLM 11/7,015. . 3 449� #M R,T I.Ows""M (SEE SCHEDULE) ' ..1 I � i -T'.., OJTRLAP S,�' -F._. A �.. ' _ � .-14� i ,• T T JL _J LEFT fw wwcwa, 3` MAX.. 411/17. Wit. MAX. t�7"_wpv. Xw/Iq 0 sw/20 I MIN, I* MTNJ ---,---ANCHOFtS (SEE SECTIONS ON SHEETS 17, 18. 19 & QPTIQN #2 FOR LIFE SAFETY STORM PANELaJELEVAT19H SCALE 311W-I* 114• um aw SECT19N A -A SCALE WMA cum"." MAXIMUM A,S' 01 Max, PANEL LELENGTH] DESIGN PRESSUfRE L ( I MINIMUM UM SEPARATION PANEL RATING (p.s.j (SEE SEI TO GLASS CONDITION 455.0j -72.0 2 3/4- UNBOLTED t INSTALLAIJON DETAILS FOR 9EJION #2 EOR LIFE SAFETY SMEM PMEL SYSTEM INTO EXISTIL41D WOOD STRUCTURES Awwra", 1/4"* IMP -CON 6 Me. '0TAPOON 6' O.C. 4 D 1 1/2- m /1 1/2' YIN. THREADED ETRATION IT WOOD PERETRATOIN AT t PENETRATION AT WOW HEADER HEADER HEADER! -AQ wpm 1;4 1/4* 1 1/4' T ram, i coKT. L NI, EXWNG EXISTING MI, 11 uo. GLASS - III= Tj= Mo. GLASS PANEI_ LENGTH LENGTH Ow sHaI it) (SEE NOTE I BELOW) V W_ BELaw) pAhu LENGTH PANEL su�v`*N (six NOTE I BELow) EMETING oq^MoN TO QLAIMI cmomsss (SEE HIM I BELOW) (SEE w 1/4-10-213xl- X YANG NUT WING NUT M. THREADED IE AT DWOTH OF PLATE a L ED I/411-2N3/41S , M.S. I Coln. WIND w" 3 2" w1w j f- WIN. NUT us4& ws, W/ t Y-1 L� 214w NUT 3/32* %= Q mc, G.0 WASHER (SIFYOND) WASHER * 12 1/2 - if,NUT il__f TAPCOH 9 6- Me. 1/4 IAPCON a 51 GO, AGGERED W1 STUD) sm, PENETRADfAN AT kwompH THREADED INTHREADED 7m omm AT m OF PLATE • OF PLATE Aik�TVOO PLATE 4'U PLATE WWD000 PLATE *OOD PLATE RED WALL MOU"M I"ILAMS WALL MOUNTING INSEMInON WALL MlgnmAm mau"Ift AMMM SAW smz 318•. I* LIFE PA f 0 REGULAR PANEL 0 LFIE SAFETY PANEL SCALE sakc WALE NDTES 1, INSI&OAMID"S ARE ONLY VALID FOR BUILDINGS WITH &SIL DIDION LOADS FLORIDA BUILDING, CODE (H!g Velocity Nu cane Zone) UP To .0.5, -710 PSF AND PANELS U34WH LIP 10 V-11', rp %o,4 1 20 GAGE GALVANIZED STEEL STORM PANEL 2 FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMSERS 70 BE SOUTHM DRAWN Im PINE W. 4 W/ SPECIFIC DENSITY OF D.% OR COUAL. a?/" - ----- GLOBAL PROTECTION PRODUCTS, I.I.C. 4400 IMN. 61 STREET DAMIL FL 33314 20-176 SMOT 11 OF 2A CQMPQNENTa FOR SERIES 200.Q,& 1099 E-Z flANQ STQRM PANELS (SCALE 1/2-l) - ----------------_- (TOTAL V-1 - - -12.500- CEFFIECTIVE WIDTH) 14 ma- Tw 1� MOM- MIN. THICK 12441 AMIN A-6W 2.0 w HEMMED T DETAIL GRAVE 50 MINIMUM C-50 t;Errmt.EAE - ---------- L TSIORM PANE REVERSED -h- TRACK. QlD RMRM "U" Mr.K PANEL'S END UP 12F 12V h HEMMEk_ 17 1 50" ISOMETRIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANELS END UP W1 HEMMED EDGE (N,T.S) "J' TRACK PANEL-WR _W(Max.) ALJJM. ANGLE T r I /. 125* 6061-T6 Alum. ALLOY FAIN No. 44167 FLORIDA BUILDING CODE (Nigh Velocity NUT Icans Zone) S ATE OF Z 14020 MTMA Pa. 20 GAGE GALVANIZED STEEL STORM PANEL ar GLOBAL PROTECTION PRODUCTS, 07/2k/2= 1"'W(Max.) ALUM, ANGLE STOP BAR .1!l. LLC. Ohm 11LIECO, N 41 'm 'W, " "REETT I' LONG I I I I H 10 - - . ____ Doo.4 n. mu - -1 - e. _Z - = 20-176 6063-T5 Alum. ALLOY am - .-A P.E. WA/3MKVWIE/VATE CA-0011712 VAIN A. ROWIDA &04 tI _ wary = w a POURED CONCRETE_, OR CONCRETE BLOCK REQUIRED LLAIIQN DETAIL5 FQR_Qfft9N_J2 EQR LIFE SA-EETY STORM EANEL SYSIEM INTQ EXJ$MNG PO RED CQNCRETE 9R reQNCRM BLACK STRUCTURES TAPCON ANCHORS TAPCON ANCHORS IL4- TAPCON ANCHORS 1 ; TAPCON ANCRORS P.G. POURED GOING POURED CONCREM, , 00 CONCRETE OR WNCRE =.0m Ra "CRETEOCK REQUIRED I BLOCK REOAED a" cl- 1 4' r "'OURED III Mo. M_ cc, Say&-- k aNat Z w V , , "'71VI. , 3/42" WING NUT WASHER 0 12 1/2- D.G. 1,(4* TAPCON ANCHORS 4 lyr ox, (STAGGERED W1 SIUD) CONCRETE OR CONCRETE BLOCK REQUIRED INSTALLATION SECTION 3A 2 REGULAR PANEL SCALE 3/V1" ',,TUT T WA SHER . 3/32' WINGG V LIWASHER (BEYOND) W4' (SIA0010to W/ STUD -OuRtp CONCRETE OR CONCRETE BLOCK w0w(RIED WALL MOUNTING !j�=ONE,ff It LIEL o�II5�.PANEL sc SEE SHEET 19 A 20 MR ANCHM TYPEa ANCHOR rot PPM SPA" FOR INSTALLATIONS MO WOOD SPACIN" AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SMAIMIX FOR LA LESS THAN INDICATED ON SCHOOL" RMIM MIXTftwa SpAcwa so" ON WRELuLr ",-I Z AMA La OwYGifIDIE BY THE FOLLOWING FACIM, AxI THIS OPERATOR TO BEFOSSSUE_ REM" L 35 VACM OBTAINED W4 FACTOR 9FINL NOS BE UISS THAN MWMVM VACINC I" BIC" ANCHOR " ON INS SCHEIAU CLAW gzcI t IT 4 e#- 1{45,5 us W/ VOW o NUT WASHER Re UT WASHER Ie 12 Ile OX (BEYOND) 114TAPOM ANCHORS TAPCON __AKGWRS 0 4 1/2' D.C. -POURED -POURED CONCRETE 11 COUMOCK OR CONCRETE BLOCK REQUIRED FOURED WALL MOUNTING INSTALLATION WALL MOUNTING INUALLATION SCALE SCALE 31B1.1, INSIALLA119N DEJAILS, EQR OPTION A2 FOR LIEE SAFETY STQRM PANEL Sysm INTO EXISTING WOOD STRUCTURES rT 41 if J a' 4 �D AT X, HEADER HEADER 1/2' 1/4* I Mo' /Z WOOD REAMREPUaEED, REauI.111AB" %L. Fr L SEPARATION To GUM SCHEM" SHw 10)a. V Mo. -cm soax- PANEL LENGTH PANEL LENGTH ON SI417 Is) [SEE NOTE I BELOW) SEE NOTE I BELOW) OAFS 5.5, M.S. WT HILT _0 ED Ea ', ?ja,o 3/32"2- wm NuT 2"W WOOD P + 1 /8'* 3/32' YANG Nut 2*.4' WOW REQUIRED• WASHER 0 6 1/4- OX. REQUIRED 1WA5HER 0 (BEYOND) 414-10 PANELVATE FA jt�10 PARELMATE PLLM 114* D.C. 0 6 1/4- a C w/1 7/il* MIN. THREADEDTim MIN, THREAM PO4MTIDN If Of PLATEj>r AT MIOMUM OF PLATE 1 1 C Al MIDMOST WALL MOUNTING IMSEML&UON WALL MO HUNG INUMLOaN JNAMbfurgm IPANEL HOWPAVOEL A- TIQ7 SCALE SCALE 3/8"-1, FLORIDA BUILDING CODE L1419h Velocity Hurricane Zons)l *MIN TLIVA INC rp, z No 44167 20 GAGE GALVANIZED STEEL STORM PANEL DIM"I ne. 1. INSTALLATIONS AM ONLY VAUD MO BUILDINGS WITH UP TO +-15.5. -72.0 PSF AND PANELS LENGTH UP 7. E GLOBAL PROTECTION PRODUCTS, LLC. 11LIECOm Wt. L FOR NEW WOOD FRAME CONSTRUCTIM. WDOD MEMBF FINE NO, 1. W/ SPECIFIC DENSITY OF 0,55 0 "wh!"IN rl PONE twwlo� -IP*. 20-176 DRAIMIC ft I I WAA-IM/nat: sear Iw Of a '/24 I�MOTE 1 00,00) V/24 J* ID, 0 On NOTE a BLUM 3- No. 2*/24 So V/24 (SEE "On: a sum T TqT;S'EL O EACH I* M;P. 0MCRETE mom MR CONCRETE ANMi0ft- SVE M SaRMILE ON SHM U) w'n 1 I9,4s\A_ I'm WOOD ww"*. 3* No SEE S=r 54w In, ift AT T1, THI REENM Z 4 TEND PANEL) Mae j SEE ELS L 40 V 1JT I F1 1�T I SEE NOTE 4 0130w_ MR CONCRETE :r tc"EDAX WAY ON SHUET gaff"P, zrm 0-OW/ OR W/00.0 SM 60aWS ON SHEET 26 NTA MR, -IF- LAST PANEL TO BE EACH • LAST 70 BE INSTALLED A OPENNG. M.1whys Ins 1. X TY121CAL ELUGQN FOR r I D21CAL WYMON FOR S%IES 1000 WAR HANDLE TO fACILITME REAN 10 FA%M."MA F INTENDED TO BE INSTALLED FROM STEM I, .1=1. BE wt or SYMXWRE, E-Z HANG ff"!jL TIM 11.11 OF Int. L=ZAAKM WAE 31W. I- w t J r-1/4' UP. cAp 1r4* V.. GAP V-Q*/ - -A & 0 ;� @r Z M s=Ka_"_ ' EXINE vw - I* (T)- JIMNITION OF SERIES I=. E - Z HANG STORM PANEL SYSTEM CONSISTING; Of PANEL + NOTES TRACKS AT TOP & PANELMAIE PLUS OR IV I (,), I1FFiNNSKTN OF SERIES RWO! E - 2 HANG MOW PANEL. SYSTEM CONSISTING OF PANE?,(rATNLONGOTTOM W/ PANEUMATES, C-t, TRACKS TOP a BOTTOM. (2), TO SHALL ALWAYS BE CONNECTE E MEANS OF WALL BY pE;%PAHW ITY 'IT BOTTOM, (2) (r.=SKALL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP BAR OR, IF USED '50/4XWTj"`L EING PANELS PROVIDED AT TOP OF SUCH PANELS. SHALL BE gr' IlL W/ YANG NUT WIU/T MEUW-)"`-W��' f6 T. AS (3) �:D PANELS DO TIED T, SO _L� CONSIST OF DESCRIBED ON (3) A _,, Mln, TRvMwREW "P TR4C BOTTOM K AN A EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USEK)ININ-Y AT DFIERIOR FLAT FLANGES OF END PANEL END PANE. ARE NOT CONNECTED T0NIITXI=_&T1QP 111, ff"'WOMME PROVIDED AT TOP OF SUCH PANELS, (4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM (4). MR INSTALLATIONS WHEN END PANELS AND SOME ts ONLY USED At TOP) AT LEAST TWO PANELS SHALL BE CONNECTED = BAR11 A- -OR- PANCUMA,WONE USING SPECS INDICATED ON NOTE IN SUCH CASE, CONNECTION OF PANELS MAY BE "A15111-1 ATTACHING 910MM TRAORTO'WAI TO BOTTOM TPA" MAY OCCUR AT Af4Y PANEL LOCATION W/ TWO FANUMATES FOI l.7MNo !IHOWN ON ELEVATION AND W/ 3 (5) SEE SECTION 1% 3' IV ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 211, AK EDGE DISTANCE. FOR THIS 0 InOR WPM. ' L A tj D NOT NEED TO BE CONNECTED I STALUFO M SUC 0 THAT ADACENF PANELS E LEFT At ROW X. Tit W SIDE 1111 OR PANEL) HANE g� I, OVERLAPS RETAINED BY 1, u FLORIDA BUILDING CODE NI h Velocity Nu cone Zono)l 02020 717= INC, rp, No. 4 167 20 GAGE GALVANIZED STEEL STORM PANEL TIANIN BY. z STAT OF GLOBAL PROTECTION PRODUCTS, ut :-,� IIILIECO,..� II, #w s1w, Si AI I'D TRUT TESTING III OWUMDU" COMPAW lu"e, K. JIM 20-176 (ft'Nen-nHI., P., 54ME'73 W 20 I a I LOA: v t.-I I I I: LM; k-111 Z4: POURED CONCRETE OR CONCRETE SIOCWREONHEO 4 N IA,, PANEL"'FE PLUS W/ 'p 3/32- NUT RASHER . WIND 6 1/*- O.C. _swn MCOHMN REQUIRED WALL MOUN7M 1HU&UaON SECTION 5A REGULM UN SCALE 3/8*.1' = SW W A 20 MR ANCHORS TYPE & New", TIP[ 1/4. 1/4.. 1003H_ - SPACING FOR OMMU70Z ALTOWOOD vwaw; N 1 3 ItA" FRAME SUILOW AAE INSISTED Of *Ion -mor IC--W 0-4 3 3 SC14MU MR LO. LESS THAN AMOATED ON SCHOULE REDUCE A OULI)PLY04 vACAN; sPONW ew sodwAAE PAW4 3 3,/2 Alaw m pa two BY THE FOU"M FACMIM FOR TIRE opuVa" 70 BE POSSIBLE. AM= -i %%C#4 OBTAINED usm PIC" SHALL NOT ME LESS THAN 41"UM SPAC400 WINaTED MR EACH MOM TYPE ON 74S WHuwLE I Ilr WAIT NO 0 S" 0 0,,IeUP _0 i 3,4 _fOURED CONCRETE OR COND CRETE MON REQUIRE WALL MMIMO-MMLIATION 3tGIMM_U 0 UU SUM PAN SCALE Hurricane OF]MIERAL SM VALID E=Z (." JWNLPANO,� 1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT CP.E_D) HAS BEEN VERIFIED FOR COMPLIANCE IN at) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANJEALATE FEMALE 10 8, PMNELM4T_- PLUS INTO CONCRETE ACCORDIV4CE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL K DETERMINED AS PER SECTION 1420 OF THE ABOVE MENTIONED CODE. 8,2) M94MM EMBEDMENT Or 1/4". 9 7/8- CALK -IN ANCHORS SHALL BE IS 7/8' WTO CONCRETE_ FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE IRSTALLE0 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd-0.85- USING ASCE 7-16 AND SHALL HOT EXCEED THE MAXIMUM (A-S.D.) 1/4. 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL Da" TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4" INTO ANCHORS. 04 ORDER TO VERIFY THE ABOVE CONDTRON� UVRALATE DESIGN'WINO LOADS DETERMINED PER ASCE 7-111 SHALL BE FIRST REDUCED TO A.", DESIGN WIND LOADS BY muLtIPLYINO THEM BY 0-6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE OR PRECAST CON07CE PANELS BE FOUND ON THE EXISTING WALL 10 COMPARE THESE W1 MAX, MS.0) DESIGN PRESSURE RXITNOS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LEND ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 8,1) AND IN 0,2), AN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T144 P.EIL AS TESTED ME NOT 94R STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR 'WIND LOADS WAS I!= USED N MR ANALYSIS, FASTENERS SPACING TO WOOD HAS aM DETERMINED IN ACCORDANCE WITH ND.S- 2015L (C) ANCHORS SRALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THI: ANCHON'S STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE RAS WEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Or MANUFACTURER, THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABOMTORY• Ihr_ REPORT j 2032, AS PROTOCOLS TAS-TOIL. TI R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE S7RUCTURE V44SRE SHUTTER TAS202 AND TAS-203� IS BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED To CONcREFE, BLOCK Z THIS SYSTEM HAS BEEN DCSC440 TO HE INSTALLED ON THE OUTSIDE OF THE OPENING CCEZ04 It* OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UT. THIS APPLICATIOR IS VALID WHEN INSTALLATION IS INTENDED -To Of PERFORMED 12. THE INSTALLATION CONTRACTOR. 15 TO SM/CALU ALL SNUFFER COMPONENT EWES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE.CONTACT WITH THE BUILDING 10 PAPr-NY WINO/RAIN INTRUSOM CAULK AND SEAS. SHUTTER TRACKS ALL AROUND FULL 3. SERIES IDOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUWHEN IN BLE HUNG STYLE WINDOWS WHSTALLATION ISREQUIRED 19 BELEINGIIII. PERFORM FROM THE INSIDE Or STRUCTURE, 4.3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING 4. SERIES 200 INSTALLATION IS APPLICABLE IC CONSOLE.AND DOUBLE HUNG AND 140RJ7OMT9 SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRICTURE. 14 ATRIUM WINDOWS AND DOORS, We. E - Z HANG STORM PANEL SYSTEM"' is PAM pftw 5- ALL ALUMINUM EXTRILISIONIS TO BE 6003-16 ALLOY AND TOMPER, (UNLESS OTHERWISE NOTED) 1& (a) THIS PRODUCT VALUATION DOCUMENT (PE�O,) PREPARED By THIS ENGINEER is GENERIC AND ODES NOT PROVIDE INFORIMMION FOR A Sn, lIPECTIFIC PROACIT I.e. WHERE THE SEE CONDITIONS DEVIATE FROM THE; Pzjo 8, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-414 ALLOY, (5J OONTRACTOR TO BE RESPONSIBLE FOR THE SELEICTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL STE13. SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STUE1_ ASIM A-653 GRAM 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PIED. PROVIDED HUSHE DOES ROT DEVVTE Mom THE COMMONS DETAILED ON DEStGNATION W/Fy- 58A5 Hsi (AFTER ROULXD). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIENUtY, B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON SrEV_ AS PER 04N (t) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MCIDIFIED. 54AI8 W/ 50 k1i YIELD STRENGTH AND 90 1,61 TENSILE STRENGTH & SHALL COMPLY */ FLOR40A BUILN440 COX SECTION 2411.3-3.4 (11) SITE SPECIFTC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCNITECT WHICH WLL 9.BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES ST44NLMS STEEL. WITH 38 kit MINIMUM MO STRENGTH, BECOME THE ENGINEER OF RECORD (E.0A.) FOR TIT PRIOJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THEP.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL to. ANCHORS TO WALL SHALL BE AS FOUOWS� SUBMIT TO THIS LATEM THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) 'j1ZEX11?WC. Pn IRED t'R (a) TENS P.E.O. SHALL. BEAR THE DATE AND OR7GWnt SEAL AHD 5KRNATURE OF THE PROFESSION% EN WEER OF - I TAPCON AwCL1DR5 AS MANUFACTURED W I.T.W. SMITEX, INC, MIN. r3182 P:ILC I e a . j.' CALk-IN ANCHORS, AS MANUFACTURED BY DEWALT INC. MN. VC-3000 p..Q BY 0 COuM nDN 16. STORM PANEL MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANFL #4 - #14-10 PAICLAIATE FEMALE TO & PANELMATE PLUS ANCHORS. AS MANUPACTURED EL, UC PRODUCTS ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING, (r_3350 pt'I') LABELING TO COMPLY WITH SECTION 1709,11,2 OF THE FLORIDA BUILIRW CODE - &I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL RE 1 3/4- AND 2- FOR PANELMATE FEMALE 10 At PANELVATE PLUS, Al) MINIMUM EMBEDMENT OF 1/4'0 )1 7/8- SACK -IN ANCHORS SHALL BE IS 7/0- INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL Of PERMITTED. 0-20 S. SS SIDEWAILK BOLTS USED SHALL BE LOUD ENOL)OH(SHOULD ANY FINISH MATERIAL EXIST))TO ENGAGE 3/4' Nllr ITO ANCH A-3) IN CASE 141HAI PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND 014 EXISTING WALL 04 FLOOR, ANCHORS SHALL BE TO THE LONG ENOUGH REACH MAIN STRUMRE SD41NO SUCH PANELS. ANCHOR AGE SHALL BE AS IN ALL) MINITIMED AND IN &2). No, 44167 TIT 1/4' A TAPCON ANCHORS AS MANUFACTURED BY I.T.W, BOLDER. INC. •FLORIDA BUILDING CODE (High Velocity Hu cit" Zone)[ ;1eA X 7/8" CALK-W ANCHORS,AS MANUFACTURED BY DEWALT INC (Vow-150 am tumo. rp, 4-1tPAMMATE FDAkE ID MO PANELIANTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION GAGE E GALVANIZED STEEL STORM PANEL 00" fly, PRODUCTS VM-2071 ;Ls.L) 11LIECOm."' GLOBAL PROTECTION PRODUCTS, L-C. DATE, WREST XW7,401n 20-176 CA-0301171. Ww WM 21 OF 25 INSTALLAIIQN F98 SERIES 2QOO AND 1009 E-Z JJAN9. STORM EMELIM POURED, CONCRETE OR 99INCRETE III,= cow-M Mp1M__ I *w NO 4, 4 04 A� N 4'- �, ANY oc. tar sNs =77- NR 7 it TO CLAM To CLAIM. 4- 1. CLAM fort w4RtAT F PY owiLA, INERY (MEIRM, IT vnIo 7 043,00t 04 _7_1 a--j O`WvKn �03 font w", AMOCO X -11. 1. 1 In in INAIMIGICIV OW OF .1/w Ncn I IN,L Oe ON SWIFT M A, O&O-W WALL MO IRREGI MOUNM IIWA IIHtME t%Twj MOW NO INST, 0 ELOOK TO Crt NG k40!HTjHq INST, AUILD-OLIT NI ugurl" INst SECTION 3' SCALE 3/a.1- SCALE 3/8-1, ffi 0'To A ON 8 No, 44167 0 To. r wroul MOUNTING CAN FLORIDA BUILDING CODE (High Velocity Nurricana Zone) A. &=61N ANY WAY To &W AM STATE OF et, 20 GAGE GALVANIZED STEEL STORM PANEL W. OFAMN , GLOBAL PROTECTION PRODUCTS. UC. DAIL ScALL- VIEW T, T -re _C0 31 sow COMPANY xAgMNG WTI: 11 - O%NPNc ft. C.-OOMIS Lr I. ARM C_ U) _0 Cu > 0 (D c- 0 (D CL 0 0 cu -0 C/) 0 -Co 0 = 0 EL q 0 C: -0 M E 0 > CD -0 a) (n E L_ Co LO CDL r .0 C= 4- co CD_ 00 C164O _Ce 17 L; LL rL Cp O w CV W= C2_ iy IX 5 0C CLI cm, = E d Arm U) L. (1) (D _4__j U) 0 L_ 0_ 0_ 0 OL - a) Cn LLJ z LL SHEET NO. SH 1.2 - - ___ - - - __ - ----.--- .- wwAxwAzwaA-_.iim�- ��k�sx�'_-�'� �"� . . � : �' - I I ` - - - = I '�'�_" . I �� I ��' '_';�- _4__ a) Q) = W -00 (1) -ii.-, -0 > C- =3 . (1) 0 -+- L_ L_ _0 I a) CL = 0 INSTALLABON DETAILS FOR SERIES 20-Q & 1000 E-Z HANQ STO a) C_ 0 " INTO EXISTING WOOD 5TRUCIURES ,RM PANEL 10 GEN= N= (C) I I - --..- - - __ L = CU -0 0- . : -0--O (1) Q) - - 7. STORM PARO. SHOWN ON THIS PRCC= EVALUATION DOCUMENT (P,M) K45 BEEN VICRIFTED FOR COMPLIANCE IN ACCORDANCE Ile# TAKON ANCHORS, AS MANUFACTURED BY I.T.W. BUILOEX, INC 0) (n w � , I - CC THIS L) -4.- MMINUM A.S.D. DEMON PKNURE RATING (It.s.f.) AND I . - ,/4"0 LAG SCRIM 0 �' ," - . I 11 WIT14 THE 2020 (7th EDITION) Or 114L FLORIDA BUILDING m STORM PANEL SKILL NOT BE INSTALLED AT HIGH - #14-10 PANELMATE FOAAU ID AND PANELMATE PLUS ANCHOR% AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, � L' I I " __( 1w C =3 M - - I i I ,� �' = Vw _ J� . '/ CORRESPONDING MAXIMUM PMEL LENGTH -L!' SCREDU " t .1 I 1 -w./1"Stu WTIMW M " �14 VELOCITY MARICANE ZONES (MIAMR-DADE / RROWARD COUNTIES), 4'4 LAC SCREWS PER N.0,S a) -0 0 CD U) . - 1/*10, LAG SCAm 0 a, ot- w "_ com, '�o 144��O V ok W'/ DESIGN *No LOADS SHALL BE bETERRONED AS PER SECTION 1609 OF THE ABOVE MENTIONED COOL FOR A MASI - 7/16*0 . .51W WOW RUSHING. AS DISMIBUIED BY ALL POINT SCREW� SOLT & SPECIALTY CO, "L , i T FLAT AtwFu r C WiNu VmwNQ MAMUN ANGM - - 1 112' W, THIRIAM PENETRATION - 11 i � �' i . I .8 ON EDGE PENETRATION SPEED AS REQUIRED BY THE WRWICTION WHERE STOW PANEL IMU BE INSTALLED. AND FOR A DIREIMONALftY FACTOR MAIUMUM ALLD, DESIGN PRESSURE NMQ im.f.1 AND CORBL - 0 FOR SERIES 10004200 E-Z HANG STORM PANEL (D SYSTE , WOW HDOOR. " \ j, �L , --.@ co�. fl.,,r S.M.5. 1 to CIMINO WOW HEADM KO�0.85, USING ASCE 7-16 AND SHALL NO EXCEED THE M4XIMOM �A,S.D.) DESIGN PRESSURE RATINGS INDICAM ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND Z' TOR ELCC PANEIAWE PLUS 0 0 -0 -0 __ SMING SCHEDULE FOR INSTALLATIONS INTO CONCRETE & CONCRETE BL= STRU A I � � i j - I- _0 "� � 1 3. 9 TIM 12 At 17, ler AM PAWIAALE FEMALE RI = = (D iYALLD ONLI � \ �" � � Oc..t. " 1 6 C*,,L L_ - - 11 � IN" IN ORDER TO VERLAY THE ASOYE t1,11401TION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AS. 7-16 SHALL BE FIRST " 114.1* SALS-F I Y � � �_ I .I'-,- , TION OF LAC SCREW, INTO THE WOOD FRAME UNIT SKILL BE 1 1/2- NO THREADED 0 ,, ,' i / 0. a 0 , . � d V REDUCED, TO A.S4, DESIGN PRESSURE RATING BY MULTIPL)ING T40 BY 0.6 IN ORDER TO COMPARE THESE W/ NAX� (A,S D�) C2) MINIMUM T14READW PENEM 0 o- = 3: MAXIMUM AS.O. I, n / i4 q '44 = SEPARATION Jr."I IMUM MAXIMUM ANC801al SPACING FOR E� 0, - 1 1/2' � APPLICABLE 70 , r, \ '/4'=4. MISS I �- LA: 0 §* D.C. W/ I ,I ') �' ,' #101, Em.1L DESIGN PRESSURE PAANOS INDICATED QN,SWEIS 3, 9 TNRU Q & 17� 18 PENETRATION INTO STUCCO $HAU RE CONSIDERED AS PART OF THE REIOUIRED I'SREADECI PENETRATION , ANNINUM I I I � f '� G'n= PONMRATION a Ek END or W HIS P10. AS It= KSRE NOT OVER STRESSED. A = INCREASE IN ALLOV"LE 0 LL - -NC - m, .= TO BLASS PRESSURE IAPCONS CNX-qm PARELMATE VEIIALE 10 . PANEUAqE PLUS Sm'"m # & MAQWUIA PANEL I = DIVAIL 1/2. & , , T , 13e TO EXISUNG WOOD ME - - , " k ?� A �' -TENP c.3) MINIMUM ME DISTANCE OF LAC SCPICINS, INTO WOOD SHALL BE AS 114MCATED IN PIS DRAWING = - RATING - ANY Cow"PON LENGTH v (I.) / "', . CT IA BELOW) '. . WWG KIT q'kdmTH f '� �' �T - STRESS FOR WIND LOADS WAS - - USED IN T14OR ANALYSIS, FAS .RS SPACING TO WOOD HAS BEEN DETERMINED IN Co 0 -4.- 4- M TO CONCRETE TO CONCRETE __ ACCORDANCE WITH N.U.S. 201s: .WO� -7ZZ 70' OR LESS 2 9,111s' BOLTED . '. �L�ml.) To CONCRETE Inco, TO CONCRETE - - .. I - I - , � ". "I ISM OELVL 1124 A 1 11-22*1. 'T 2 i _m"OWIE -[TO .2 ITO - _____m 1 STORM PANEL'S ADMAICY FOR IMPACt AND WIND RESISTANCE HAS; BEEN VEIDTIED IN ACCORDANCE WITH SECTION 11509.1.2 OF CA) MINIMUM PENETRATION OF WOOD UUSNINO SKILL BE 5/15* T/4' 0-20 SCREWS USED SHALL BE , I/2- Low MINIMUM ku 0 > I I __ "' I - SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO, 1) -0 E_= (1) 0 12* MW O"EMI 0 v"', S-us. THE MOVE,MENPONED CC E AS PER AMERICAN TEST IAB OF SOUTH FLORIDA REPORTS f0814�01-01 AND #0219O2-09, AS -165.0. -713 I MIA 12, N/'k 12, 1 N/A 12, N/A V III 2' (TOP) IN . 1 ITY0.) 6) / \ I li 1 4 5 PICIR MID 2-N III ASN E 330-02 STANDARD$, AND AMERICAN `TESTING LAS SOUTH FLORIDA REPORT 11123.DI-ID AS PER CS) IN CASE, THAT MCA= STONE� OR PRECAST CONCRETE PANCLE� VUQCO OR WOW BOMBS BE FOUND ON IHE� fAVING - L - it' ,.* 10, '. '. 1 A- 1. 4� - - - � Q-t i TAS-201 AND TAS-205 PROTOCOLS, AND AS PER CALCCLAPONS PERFORMED III ACCORDANCE W/ SECTION 104 OF THE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCtURC BEHIND SUCH PANELS (n (D &_ - =&,g�- ��FMTN) .1 FLORIDA BUILOI CODE ,M/-- I k a - 8 � (SrE WTAIL 1/24 * ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) III t.4) c- ,�S,S- M,S - WI.ONUT AT CNEREAP & IOX OF PANEL LENGTH - __ - " aw - - No .- U) (WITITIM) - - '.' EXTRUSIONS 10 BE OW-75 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2 M a PAWL 12' 3' 12* 51 '. ! B_ $I a' S __ - . i- "GTE IA ScLow) 'I I '_ 2 ALL ALUMINUM C- M ZO a - ERIES 1000 - CHOPS SPALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TNf ANCHOR'S MANUFACWREN. _41' 1 VO-201,41 I N/A N/A I N/A NIA N/A N/A 1 12 1/2' 4`.-2W/4' � � - l I HEADER ___"1' � 6 PANELS MAY AM B INSTALLED HORIZONTALLY FOLLOWING NSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 �-- -0 - U) < 448.13, -75�3 , 1 it' 2' (BUTTON) 1 7 9/18' wh - I - _u 3. An ALUMINUM $WET METAL USED AT CLOSURES SHALL HAVE 3to'-HI't AUDYL (D) AN = 1� 7b, OR LESS - SEPAPAMN y . III 1.141111MIJ i . , - 7' 6 1/2 - _L�w_"_ - �.ft 2q To CLASS, I . *F'z� 2, a � - . 141.= / 4 THROUGH 5) EXCEPT THAT HEADERSO A,* SIOLL NOT BE LSM� I 10 CLAS& 0 I A, a W OTT " - 3, (TOP) 2. _' 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCPIRAL QUALITY STEEL ASIM A -OW GRAM, 80 MINIMUM� 0-450 CALVAIR&C N/A N/A 4 1/2- N/A 1 4 I /2- N/A AUT . I rARY I I 2 1/8* mul 7 STEEL DESIGNATION W/FY- 12 2 m (AFTER ROLLED), 9. H' SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STROCTURE WHERE SHUTTER IS TO BE 1 72' NIA ILr N/A 9 1 - __T -9-1 /2* 1 N/A 3 . (BOTT __ i "O"' __ � /2" NIA ou '� EVERY OVERIA? v - - 1111.0.1 - I ) I I --4,--.- - . V4,2041/4' - To CJAS3� I 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 JUSI SERIES OR CORROSION RESISTANT COAXED CARBON SIM As PET? DN BTUTACNED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATIACWD TO CONCRETE. BLOCK OR WOOD FRAME ! _ - ___ "', I A, vf!l! yj y4'._20,I211., III 5=6 W1 56 �i Yiab SMENGTHI AND 00 kv TENSL- STRENGTH AND SHALL, COMKY W1 FLORIDA BUILDING CODE SECT" U MGS N/A IZ1 __t/A Ir N/A -1 12" 1 N/A A- (TOP) I .@ I - -I --- ii--1 - - 9 I - 0jn,W, - 241 QJA. T , am _ _ I - _12SA ,"VT= - A i 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER W AS PER SECTIONS 1, 2, 4. 5, 6 AND ALTERNAIN, IW, 3W Ik 4W � I �'_ 1. 12, 9 1/2' 12 11' 1 12- 1 W 1 4' (BOTTOM) TO GLASS, EM-. CORY a S44MS 4, 5, 6 & 7 RESPIECIT,TLY: SKILL HAVE A LE010LE AND READILY VISIBLE 6LARKIND INSITUCTINO OWWR OR TIDW TO I - 0"EKLAP I i 4 -------- CCLIFIC PANELS WITH APPJCASLE RIONFOKCIAENT DURING PERIODS OF HURRICANE WARNING THE * UNITED TO 66.0 p..J. &S.D. DESIGN PRESSURE RATWO _J_ - ; p T ANCHORS TO WALL SHALL BE AS FOUDINS, 1I.S INSTALLATION CONTRACTOR IS TO SFALICA" ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH - � §nmq_PDJ8w_QQ%'a= BUILDING TO PREVENT WM/RMN INTR . I - - ' V l 0 i - ,14-0 TAPMN ANCHORS AS MANUFACTURED BY hT,W BVILOEX� INC, [Mip� CJ492 P.A,) 12. SICILIA PANEL - . I I F_'�� - __7 A, P j �" a 6 5 p -1 I THE t J - ___u I i �1 I i i i 4 I I 0 BOLTS TO BE ASW A-407 GALVANIZED STEEL OR AMT 304 SERIES STAINLESS $TEU_ WITH 36 W MINIMUM YIELD STRENGTH. AVINDIF SI,W n FOR ANCHOW rfPE III SPACING FOR INSTALLATIONS 006 *000 + KOAM MAI, omm" w-mm wrrom OF PANEL T ' -, - "-,---- I I . (A) 7:14STA"TION S'ALL COMPLY " SPECS INDICATED IN NIS DRAWING PLUS ANY BUILDING AND IONILKO REGULATIONS FRAME BLkDNO, AND 0 TO Ot, 1/2' I/2' -1 - 1/0 0 . 7je CAILX-IAI ANCHOR$� AS MANUFAGIURED� By OVAL40 INC- -E JUIRWKMON WHERE PERMIT IS APPUED Ta. MMUM ANCHOR SPAONGS AND WINNUM EDGE DISTANCE ARE M"TED ON THIS Max I - 1:1 I I - - I ;1 1 � gg A, �' SCHEDULE MR F-c. UMS THAN MICATED ON SCREDLAUE REDUCE ANCHOR SPACM 1 41 LIS, ( a_t , 1j I - ,i./,4'&T'v 5/4' SOLID -SET ANCHORS, AS DISTRIBUTED By ALI, POINT SCREW, BW & SPECIALTY CO 1.3 (o) PIS PRODUCT CVALIJAMN DOCUMENT (P.E,D) PREPARED BY IRS ENGINEER IS GENERIC AND DOES WIT PROVIDE INFORMATION _ BY WKTIPLYING SPACING SHOWN ON 904MULE Bf PIE FOLLOWING FACTORS FUR v -1 .-� I a - I, k ge, I I I 'I � o_VaG P.3,I) i � ,-, � I I . � - T FOR A SIM SPECIFIC PRWECT. j WHERE THE SITE CONDITIONS MIATE FROM THE P�ED BE POSSIBLE- r FACTOR $HALI - OIA-10 PANELMATE FEMALE 10 & PANELVA.E PLUS ANCNORS� AS MANUFACTURED BY FLCO CDNSrRW"CN PRODUCTS. NOT BE LESS TRAIN MINIMUM SPAC04 MACATE0 FOR EACH ANCHOR IYPE AT - - __ ��L__ -1 _j ___L___ - .� 0 12* 0 _.� J I I �' - 1/4 0 ZAMAC "LIN ANCHORS, AS MANUFACTURED BY MALT. JNC� (b) CONMIACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION 04CLIJOIN LIFE SAFM OF THIS PRODUCT _ANCHORS LOGEN10- , i . i L, 5 L �j/4'e 1 4 "" I 11 ++ REoum No., owtvicE SETWEEr, Scram OF PANEL 2 � I I 1 '# 2� LE In (r.v mz,) \1 1 � - - - - Al) MINIMUM EMBEDMENT OF IAPCON ANCHORS INTO POURED COKRETC SKILL BE 1 4/4% 2' rOR ELCO PARELNIATE AND BASED ON THIS P_E.D� PROMDED W/SHE DOES Hal DEVIATE FROM THE CONDITIONS DETAILED GON T44M DXUMFNT� ANCHOR Irm: - _--Y4:!__L_!e�__ 8 - I 11 I L��PAA 'UT:1 W-) ,eWl I F - �' I - - I 3/4- FOR ZAMAC NAJUN AN0+00S. CONSTRUCTION SAFETY AT SITE IS THE CONPRACTOR'S RESPONSIBILITY, PON - AM @ to m 3/tv , IL -1 g4'.-2Q,3/K' M.5� C11!L_)I,_.!l _ , / 7�� 1 -1 " I Ile' WIND W THIS PRODUCT rVALUATIM DOCUMENT WILL BE CONSIDERED WALID IF MODIFIED if 0 - . i - MI : mo TA ounw) PCNIETILATIOND 12 112* O.0 -- - ' " �_ A2) CKA-N & SOUD-SET ANCHORS SHALL RE EMBEDDED 7/8- INTO THE POURED CONCRM NO EMBEDMENT NIB ' NO, ANCHOR !iFND 3 F 3 3 1 3 '/2 1 11 -0 UK; sa"S a o- or- p I 'E�-- I z I i '� �250 '_ 3 1 3 1 3 i � 1 '/4 . , , �/ L �.�' 1, N"�__. 1. i . �i mom"" V-1.1 ., � N ; gg:- F SIUCCO SHALL BE PERAAMW Ile 6-20 SCREWS USED SHALL BE I 1/2' LOW MINIMUM SHOULD STUCCO EXIST; -T WH ME CI 'U. L-WUr"Do - _�" S, Plukeirkew = ' - ___� Onn I , 'I r BELOW) (d) SIM SPECIFIC PROJTCTS SKILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARrHITEL . ICH WILL 9FC0 THE - -.0f,'Ka, - NAW - -LI- V " PAII - . . - PIATE AT SONCS =05 PIAT OR ON COCE _. - - , mum um 'A BELOW) I � - I AN I* MINIMUM FOR WALLS WITH NO STUCCO, AND TAW BE WADED SCRM OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E O.Rl FOR THE PROJECT AMC) WHO WILI. BE RESPONSIBLE FOR THE I I l`#-gw'/.. --. W/ va'.4m. 7 WITH 0"r NUT$ , , jo__ m-A W, � 1 4 1 -11, = tNIPT"w/. G � - - I NOT 12" CC, Duo PROPER USE OF THE PE,D. ENGINEER OF ArIECOAID� ACPNO AS A DELEGATED ENMN" TO THE ?)116.4 --- �' \ I L PAM 1'0"w' AL MOUNTI ::: ... fl�tD ENGINEER, SHNI. SUBMIT 70 TAS LATTER THE SITE SPECIFIC DRAWINGS FOR REftV. PK owNma 5z"Im �" �'140LNISCRENSO' I, W/ � , ,� i :i 14*0 LAC SOMBAS 4 V Q0. Al PIZ) IN CASE PAT PRECAST STOW, PRECAST CONCRETE PANID.S, PAVERS. STUCCO OR WOW BOMBS BE FOUND ON THE - * Mi. VNIMADED w.. - C' I 'Ir m I � :611WIR-11DIARM u I .'. , , , I 1� '4 k_�'!I. -11 � '.= 0"r'Pz-LAWm PEN- EXISTING WALL OR FLOOR, ANCHORS SHALI, BE LONG DOM04 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (A) THIS REB. SHALL BEAR THE DATE AND ORIGINAL SIAL AND SIGNATURE Of THE MFESSIORk . ' RECIUM : I - , LITE ENGINEER OF RECORD THAT PREPARED IT - JT 1 -4 - FLAT OR ON CODE L' , - ... 2',-' .Ow W"AMTOR O. Em WCHCRW_ SHALL BE AS MENTIONED IN A, I) AND IN A.2). .", - SCALZ I/4'_I' �' , � PLlTE RE41ARED FLAT 14. SHUTTER MANUFACTUIRER'S LABEL SHALL BE LCCA70 ON A READILY VISIBLE LOCATION AT STORM 3 1'�I: - )bo f - I 'I � - (a) m'_mww_Am&BJff__awuGIL�LAmL.G_-%I PANEL SHUTTER WITH SECTION 1709,92 OF FLORIDA BUILDING CODE� ONE LABEL I ::::::LL_ -T.-H I'*' f .10 AMRNME " 7 I � �. RUM gy�j my ING - 1/4- 0 TAPOON ANC"QRS AS MANjfACTUBED By 1. I WL BUILD". INC;. SHALL BE $'V,CCIDNFAOR=EftWD,M�YCEOPE�NfW� LABELING TO COMPLY "IN SECIION 1709.9,Z OF THE , - SCALE 1/4�_I �, � , - 114� 0 x 7/8' CALH-N ANCHORS, AS MANUFAMREO By OFWAU, INC, FLORIDA BUILDING Com " 1=1 :' I I FIQOR IQ CEILJgG )AOUH= _ 1/4-0 X 314- SOLIO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, 800 & SPKw1y GO ""titJOHN)f ... I 1. INSTALLATIONS MI& MY YALID FOR �UWNGS " A�&D. DMON LOADS 1� '_ __ INSTALLATION SCALE 1/4-�I' Lrol f - #14-10 VANELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRO , �yps*'Hlqu 0'0�%";� A, lip TO +B&01 -7513 Ott AND PARS. 5 UCNNGIN LIP TO 51- loo ef- � 'L "U10"HINIH, JERH&M ... - 1/4' 0 ZAMAC WJN ANCHORS, AS MANUFACTURED BY MANALT. INC tik A. � , � _TILI 11 I ' -4/.2 XV . iy` ��No'�' z FOR NEW WOOD FRAME CONSTRUCTION WOOD Anvelm Of � ,P- NV- � "-!%,, SCALE 1/4--l' 9,I) MINIMUM EMBEDMENT OF TAFICON ANCHOM 5LCD PANELMATES AND 2AMAC MUN ANCHOR. INTO THE - " PINE No. 7- W1 SPECIFIC DENSITY OF D.S5 OR MX_ M BE SOUTNSNN 1 11;14 - .11 - '�� 11 ��',EN L- ' .. -4. .. � 11%. i FLORfOA BUILDING CODE �kw High Velocity 144ur Cons Zan . . . t , � , , ; . - . , �o 77 ` - � , , 1__ - z \�M'qj* . I 19 4' OLDICK UN;T SHALL OF 1 1/4", . - Amo mIuLo, m fl. . 1:9 FLORIDA BUILDING CODE (Wgh Velocl!1 Hu loan* Zone) '. - . �' "L FLORIDA BUILDING CODE (HIg Hy HIM cone zonalli - : %,44 67 '. 1 4 GAGE GALVANIZED STEEL STORM PANEL q41b1 z - ", . . No� 4 I) I � S . = DI, -I wr P",_'9*0� , _0 � Tilm W_ to - CID. I.Yfoll w- _ h Velocity Hu 9-2) CALK -IN At SOLIO-SET ANCHORS SHALL BE EMBEDDED ';/S* INTO THE CONCRETE aLOCR UNIT. NO 2 ... - i . .*= 1 20 GAGE GALVANIZED STEEL STORM PANEL * = 20 GAGE GALVANIZED STEEL STORM PANEL ". STUCCO SKILL BE PERMITTED. 1/4' 0�-21) SCREWS USED SKILL BE 1 1/2- LOW MINIMUM SHOULD I EXISI. * C_ __1-i__`, I z *: I � I DWR Aw. SEE SPM$XAm I TOP AS I - z 'k 4---,, - - - I% STATE _' -, __ �_ -- WELL AS ANNIM. KS JI _. -I DISED ft - - I L? AMR.,A * DANIN BY, AND I' MINIMUM FOR WALLS WITH NO STUCCO. h -_ I �d% sl I:TE OF-C_-J-e-'v_--t-�_!nt' low OR 2000 .+_ _3F � �!k -0% STA ( - - . . . IhAM� 1�'�P' _ - GLOBAL PROTECTION PRODUCTS, I.I.C. "ADVINo" I No" 3: =1. ON mz� GLOBAL PROTECTION PRODUCTS, LLC. '""'N"D $1) IN CASE THAT PRECAST STOIC. OR PPACCAST CONCRETE PANELS, STUCCO OR WOOG BOARDS tit TO r11OAj ,.- / IILIECO,..'� GLOBAL PRoTEcrioN PRwucTs. i.m 11 . '4MOS'. �' ,iolVlI - I _ MM � _twg� �mtj!m WL It =I, 4=40M , - ' �% , " mlovo '_'" ,L--" DAM- - ,,, irt() 0 _w 0-1 IN - POE, EXISTINC, WALL, ANCHORS SHALL BE LONO ENOUGH TO REACH THE MAIN STAUCIURI kHOLD SUCH UN - " PHOW, C*900-7 AW)m4sm 20-1175 '-�'-L, , V, 4,-, 1 // T, ME C � mwo lw� 51 w"m Mt I L4� V �" -Z - �__ _�._ �_ I = �P��' � � - A, 1: he cow"T OAIL n- =" ANCHORAGE SHAU BE AS MENTIONED IN 81) AND IN 8,2) uk!L -. I I - DFAMM ft "'1'34j� * - - K - - - � "w : - .. - . - At t1_00DAII, - . i Mt- i - i !m. 1 - - 0.0 I- I 64A � -*- ", sj( t ,,, / = I- I 9==mw1.'_.'. )w� OAK at COMBINED IN _wN & _.... - � �I�z ,I. � 07�'A_11* WNW -MA, I-- -176 'I'll-111-ul"121 wxnX Al2m.� .� 1 Fm9l . I "s pm- 20-176 ANNH A'. , am _ - - Dw _ - 1-:10, DIMOND - ANY �':'�� ..M.- 0IH (XI5.`X`W�7 20 -'E DoxismA."pelmr 111071 SEVWI.40NVURIVINXI Q� ps � I q:--' - I- now SCAM 1/4' � I' - - __ 11 ol-amlo :1 DftNKm I ; -1 I . WALTER x =11 26 1 1 NOTT � SHUIlER Tftcxs NOT SHOW ft'L%�A. &U, .. PL n-1 - . RLDNIP. � f 44, , I - - �'�__ - - - ' I 1 A67 1 .11.1 i - I I I - I - SAW a OF " I -1 I I . I I I w L -_ m"Imum A'S& OEM RESSURE RUNQ (p.s.f.) AND 0RU.90NOING 2/4 k,1/4, 3/4, 4/5, 5/5 & 6/5 mi COMPONENTS FOR MULAR, UEE SAEE MAXIMUM INGLE PANEL (1) LENgn "L" SCHEDULE ONLY FOR REGULAR STORM + - ANCHORS (SEE SCHEDULE ON JW/6. 2W/6, SW/7 & 4W/7 INSIALLAI19N DETAILS FOR RMLAR EA (SCALE 1/2�1-) gQ RETE BLOCK & MD (t) -3: MAX-- - SHEETS S. 10 *11) -- ---,---------3: mAX_ INIQ FORED CONCRETE OR CONCREIE SOCK SIRUCTURE5 EAMLS INSIALLOON JffQ [!QUM CONCRETE, P I I WN, � 1 I Mm' I ---------,-----,- '___ L- - ... ... 15.12V (TOTAL W1DTH)________ _____._________ 3 mmummm $1 PANUArXIBISMAM AT E"H . - , - - . I - � I C'Q , I ---Z.IWr 6 a 0 z � 'RETT - _= 09CRETE 61 - I . __VPNG POURED CONG, 00"G� I --.----- _______- _____ ___12�50V (EFFECTME WWM)------ _1 ------- 7 - 'lor 1 1/4*02W/*` At m Q8 a � 4) & a OR D.M.,(�).O. - � F T -1 - -1 - r- - I- -1 - -7 - -I -r- - r- � - _T - _T - r -r- -I - _T -r- -I-, I __F_1 ArOUIRED, REQLURED� �' I "T � S."'M W470 ') * . I � I I . r 011� � � j � Ct i f -, ,750' �-�_ � ---- -----s 1/4" (TYp.�--____._____� I I . . I � � .374;L- . , I -I se 1/4- = TRACKS (2) OR (8 DIRECT MQUNT1D AT EACH END* . � z I : I ,I- . , i � fL L 1, 1w ; .1 - vBO. .1 I I � : CONCRm ANC90M .' CONCRETE ANCHORS " C_ - . 250' � OR a 12 1/27 Q� I f . -_ NODULE --- - -LI-3k - I I, I (SEE SCHEDULE ON (SEE SCHEDULE ON � - Go )D_L"�_:__I_30 � _-l"3' - . j (Me ME REAUtSED) MAXIMUM @).. @ .1 I � � �. .34 � i I I .1 � �*' i I PANEL LENGTH MAXIMUM PANEL LENGTH I EXISTING POURED 11 � t � _ 4- "L+' OR 'L-- (fi.) 0 'L+" OR "L-" (ft.) Ill I � � SHIEM a. THRO-UGH 10.) I __02 SHEETS 2 THROUGH 10) - .- CONCRETE SLaqK" - , - i- ztt� ' 11 I DONCRETE OR L '�L' � \ : I ____ - � �L' � ow. I - I _') , I _(�) r14 - � ! MAXIMUM & . " �' I I H �� - I it 1. REQUIREM 31 T I MAXIMUM As-D. CONCRETE & WOW CONCRETE & WDW I -_ � =4�� 1/4 f I --- (�) .� I 4---�'- - �gw (:�j 6 � DESIGN CIESUNSO ___ __ __ _. - - _ A _ --- Li i I - ' . , I -_'�. A, 'Ar.�� . �" , _ I HEMMED � I ! .G1. . 671- 1 50 I PRESS BE RATING 11 � Vt r - . I'--.-----.--- CONCRETE ANC '_1. , � , 1I_ .. . i EDGE AMU AM3 - \_c . - � - 1%, I [ "WALLAnoNs t PRESSURE RAIING *ISTAUAPQAS t __ .1 i § i -I , ";I -T--- ,------, -.3 C. I " 6 _� 3� I� W. F I I I 1i 4T .2w "' , (P...f.) (+ � -) (P-4) (+ � -) L# T-L, I I " v -,--- - I (SEE SCHEDULE Mt . C-) : ;VXV� , 1�125' - -_ - � i I I L; C_ = G--60 DAM i 2av 14'-4- 1 IJ'-&' ' ----,-- T I vp i � E.P. 10� SHEEIS ,1 I_U_ TO C=) _E C-) Z�� i : - - - i I I I -,..- L � I . I 1. I . raf = >< , __ DETAIL A , . I- - j ____Tr -I.- - 'S' : 2ao _4___ L- 11-11 - - 1 1:47 N � . i ". "'I i k i i 49 j - , , STORM POE , ---------- I ------- I75 _i�;"� (T-4 tZ.-G. Ir-a* I 264 Ir-ur I w-'r I / " ' " .' , � I I _.; LA_ C, _�_ � . t__L_ � _ . ___1i_0_ 4; r � - _ \' "/(,) Iz. '_ OIETA& A - - � 1 I- 1- L I L. �' i � - PANELS WALL BE INSTALLED ALWAYS ' ADD _717_�r_ __'c__'__1 -%a --te.-IFT-161--7- 4.1--- . 1 !L01 I .- ; .!2 = - '- ZW7-� I . I I I Z -- l' i F 174 i 1) I Ato - UNBOLTED PANELS k, BOLTED PANELS W/ 1/40-20.1' (D I � C U) C-A _= FROM LEFT 10 RIGHT W1 1/2' LED J5.0 W-10, to* -a, m,o 10`10, -0 (SEE SECTIONS AS � " -'-'-KS. NIS, 801-T W/ qq 0 Ek OVERLAP I i A i I I I ff 00 AT LEFT SIDE OF PANEL (�) "H" HEME (�) 'F* TRACK (�) AM= WM 11UP 40.0 Io'-I' 9�4- - 4,20 g'-6, g'-2' APPUCABLE) I I ? , i �SEE SECTIONS AS APPUCABLE) I t�- - ", � __ ___L_1 I IL_ ' I /I I. I I ! U) C= ca " f , " -_ Ar". . - L - �':[= IV, fr---vw-- 7 --- u, , I .< C�4 �C_ , I Z ii.�a i '.7' 4&0 91-61 8�9* - SEPARATION I 11 " ' 11- '__�' - tm TOP Elm. 45.0 - ---L--,* --L--,,- � , L, I ou FOR am SEPAROON 11 NAL I, ', '�� I � 3: w - , �" -_ - ''I - . ,_ I 'ffi% I i 0) - -= Cu - - '-�'� I -- -- 7-7- _-T-r- 01-71 01-12, - -1 "I I -1-1- 1'. -1-1--l- 1, 1 4 � I - TO BLASI _- 11 I - I 11"O" I'M ""' : k � - = " "� , OD?A* (Adn') 3aF 6010 L L L-l"I V " ; I .1 I L , � r" i , (SEE SCHEOus � ' ' 7.�!'_ " y M.K. 11 SEF , . PANELS DVO LIP -1 -.1, I, , A GN.VANIZED SITE. __ - -4, - , I 11 . 1- - I ) - = C= ME - '!'� =1 � -4- , S&O ; I I W/ H�viv I" I .. . ...... �-- -, - - - ON SHEET 3) 1 1 (;7`SC;&a vN �_' 4] 1 � 'L, M_ io - ..cC I- i � "Mu, � 0 \ 60.0 s'-01 7�5* L = __� I - -7' " _� I I I i � I � a : I 'L7 Mo.. .- , I I I'DO 8�.T r I ', 1�� I '[ I -. i PANEL LENGTH I . _ I _';7_0__ _�Z_0__ __T__3_;z_9_ - I � I I 1 t5 i C I 0 � 7"�� "' _'__ :oAw -8' � I ! I I i I ON SHEET 3) I PANEL LENGTH (M SCHEDULE - 3.1 m , �_' ...-- �-'. � �_ ,� ___i7-c- -r-4- - -2* , - --I- --- _ i IT-- --Y - -- I 11 J, - ", I (SEE SO4MULE w C2 - , � , I no -, __ no - 7, 7' , 11 CONCRETE ANCHORS '�__ - __ - - y___ (Sm SCHEDULE �l 337 � 0270' ; - I Wo, r-a- V.-II. I I I I I I i ON SKEET 3) I z_��T -A- ON SHEET 3) CC - r_Q I I I '_ - - --- ! ____1 _T�_ D.W o -1 I SNEETrV 114;�X" 14 i - - . � %� '# _'___ . -_ - I - -156- - - I I - �(J) 4 I - _11 I I = - f-J, Cu 'I � 7H 71!1 61-Io* I 710 r-'e- 6'-s- 0 0 - , 0 � �_' .a � 0. �F?S 1,250 0 0 Sdx it I ' � I � C= = I , 62 v! _!�_ , - , - . - -_I -I EX SIT "(1) I � L_� .2 �' 80�� - � --, � _1 I -2 - - __�� '�� 'L '��' 01 I _ ", 4 - - , - - ] - -1 - - 1 -1:4 �, ' ___ 11�'M�'�- , 625' .' , s*-?' Sao 7,-O* ' 6,-5* '. IIIIIIIIIIIIIIIIIIIIII ' I I I , 4 � - , ��. " �__ 7 i co", I "So " " , � " � '; No _" " -___ _Vl- -s . � � S. n17 ' '-Tll__tl_��` Y.L ."ill I-, _*1 �_� I "' I E7 I T '_�' I al I i d, - I i I- " ' ""I Al- 4 3 - - 9 ' �' i z ' I __ ill - I--- � mwon' I I - Ott f 7- 1 ;.� ", I I I i - 2 591- - HEXIVEQ� �_ I I __ ,-'L-- 1� __ 77. 002m, @ Or U4 3 . i MW -%N 1 I - : -a m - - . - 1�1. . - I " WIN, - - I* MIN. - I I SIM MN9 1 1 I � t. no S�5' BID 7-0, 61-13 _ - -ij I OF 11! -, : - -z2bo- - . I - . . � Tr'_��.' vAND, L5) OR (YO '._'� - i 2/4 1/4, 3/4, 4/5, 5�i i 5 F D. 4 1 1 I- --- - .%GA ; -�-g- -,-- i - - C, , � IV Z. .. = r=- . /_ ISOMMIC VIEW QETAIL A `1 L* I , NAX i �� "�' , !! CD � - - 1 4-1-, � -IR �' _�' ��41% 90.0 8�-r 6*-2' 90.0 6'_11 IW/6, 2W/6, 3W/7 & 4W/7 I i ��" I �� - F � , . � � 01C ll�sr 6,-O, 9510 v'_7_ 51-10, �-ANCHann, (SEE SCHECULE ON SWETS % To &III-.- -___"._.__I � i A" A", 1; - � 71 w - i I ; tj 4 1 1 I ! ; � - W _237jr __1 RC"�B '�;';/' ;;;E;;2 ;J - L - t).. m i yeav 6'-,S' B� E4 I_ i I i I - - t ! it, 100.0 6--i S'-7- 1 1 I I - ", q � I ' � - 1� .... I I I � I I (N,T,S) -9. . --------,L"-,, " -,t-,_" ' I i � , - .40. ____ . I _ 1 rip. BOTTOM RUA" raSO 6,-3, Rzko s'-J, 5'tl (71) ELMATION � - I ---'-L@ ; i ED 2- � _ � ___ - _ - N.I.S. I /4' M GAP I I EXISTING P �;' " 0 12 1/2' CIP_ � ^ "i - -,I& � T j 1?0.0 110.0 - .5,-? * 2-687' i I � . _ � i L_ L CONCRETE � (AS APPUMLE); - � I ,m' ,MI KEX HOLE WMHER (�) - - 50�_ - I � I - �.' wum, m SCREW oft 1 1,710' � � _�. T _�___ T -1 WICUE VAILE10 � ; ff - � - HIX � c -MI54 ALUM. ALLOY KEY HQL1 AI PANEL .m' - 1. (MIN, OARLAP � WSHE't HEAD CONCRETE - . - F mo - 4'- 1 7____� � , -WNI COX O72. � I (TYPJ I .3105 r I ISO A . I I I I,- - - - . I I -" RECLINED. � ; i A I ,--- -"I -.A �& ! . mm= ____ 1_1 � � �6 1 I—- . - __._._.__j I 1 12 * .SOE $HIM 6 MR ADDRION& tip, - - #�_r - - UO , -tow-�_44- I 114-ml, !la, MA W/ Aff �'_ _-.1-1-1- I___"___' I 1 4 - �. 750'- 191'. UIRTADORS IF SXaN% L040114 IS I 1% L-, 1 5--a- j 1. -W\ I- = I -_ 11 .r - . ,,'� 0 I2 t 1211:4 SHEETS 9 THROUGH 10) .'�P i I I ; I I. . �'. /11"\ f 'L- " t 14 1 . �!LID ONLY WHEN SIM I 1. I ,, (�) SLIEEW 2 1 /-A I, _" .. _125 - ONLY VAUD FOR RWAUA70S INTO I 1. I �� \. ../ N --LEG LOCATION : ETE - - � 2iia- __ .. I 4 OW) R. '12E'-' WOOD STRUCTURES. NININUNI SEPARATION TO CLASS SCHEDULE MAX. CAP \-rl- T' . � ARE =:.IA,,:- - -=&-m- , : I MAKA-LUM WIND SPEED 4 170 � . ALTERNATE 0OMCRETK 1 �4_) PAN REOURED. I __.___!� __ _j I* _�D _ ED CONCRETE HORS � ARE USED� - � IL I r wml� "�h WIND SPEED > 170 .;.JI _( ii N.T.S� ANCHORS _9MMILOCK REQUIRED. CONCRETE AM ' I i __ '_____ I -2ZOO' --- 7-Ow PANEL 1. . - I 0.1 17�0` __ (m SCHEDULE ON STAGGERED W/ SrU0 -193* 1 -125, 10C A. #"-, 00 UNMESTANNED I REVRAINED UNREMNIAM I RIESPIAHRED NOTESI SHEETS 9 "ROUGH TO) (SEE SCHEDULE ON ---- -2.548* -----_� $--It I M, I � 30 OR I'm 1. all) 1,+� MAXIMUM ALLOWABLE PANEL LENGTH FOR A GN" POSITIVE A -',a OESM LOW, SHEETS 9 NROW14 10) -:-O ,.'.'-. L_ ; f,-_ ,M_I I I* 6, [ -6 Ile L WX ALLOWABLE PANEL LENGTH FOR A GNEN NECATNE ASO, DESIGN LOAD. � -I : >33 70 90 I. 1 I- 7 i/2* 1 7 1/2' (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LOOM I (�) REV. "If HUDO (j) 'U' HEADER - I- L__�__J_i (TYP.) -1-3 --l' MIN� To 51 MI-— I GIVEN A POWIlt A.U. DESIGN LIGNO. DETERMI MOXISAW PAWL UNOTH 'L.' FROM SCHEDIXE, � ; � 7 Ilr I 7 1/2- 1 I— -2,000'-- 1 CNIEN A NEOM4 A.S.D, DESIGN LOAD, DETERIME MAXIMUM AMEL LENGTH *L� FROM SCHEDULE Lj_ - j FINAL MAXWV ALLANNILE PAMFI_ LENGTH IS EOUAL 10 TIC MINWM DEP17004131 PANEL LENGTH IIL OUT MRQNTING WALL MID Ijbig 4 RIPECT M91INT (R SLEEVE IN 01 1 �145 *0 1!3 I' - 1 7 Ile 1 BETWEEN 'L+' AND 'L�*, I rIU&TU (1-0) ANGLE . . ± L= M SON LE BELOW MR NIN PANEL LENGTH POROSITY OUNUACATIDN' SUMA � 11k.A201,"Firl A=KN 10m, -- ""'UN'too, kLy J IMK k& PAN HWGER - I I SCALE -1. t ,M4* �W��j 6061-111 ALLOY Yi ! - . 'e"j� P, (I 1 �J! WIDE) MINIMUM PAH" FO A I t INSTALLATIONS INTO WOOD WE LIMITED TO ,t 95 p.t-t MAX A.&D, DESIGN PRESSURE � 1.200 � - ri'(4% -OWN MQUNTING C=MW . I- . __ � - �'.�� .. ........ � - �P\'. (USE ONLY FOR E-Z HANG STOW PAWL . _r'-'_!1_'T-_' 15'r po- . `�CEN,Tj'%T �� 1. .1. 1.5'XI.S* "r TRACZ I IV= � I at � ALI BUK� I i I .41?� -.751 012' �' � , SYSTEM) 6063-TO ALUM, ALLOY TOP DIRECT � IF` ANGLE 1*11 "' tIEN SPACER !a a USED, .. _ jr�__ . W� ;i . . % STUD - 10 ,_ . I . 1��'71__l �� I r' Ill I ___ - ----, I - - MOUNT WADER EAVER TRACK O= . 4 , _: ar - 11 _- : No. 44167 ' i FLORIDA BUILDING CODE (Non High V4io ay Hu one Zons)l BoTtom i c=. ... �A� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zarwt) FLOW 1. ::IT=�. @ Z�N . - 1. 1. ,- .. �_ / .- .." . BUILDING CODE (Non fth V#lo,:a Hur cone Zons)i I 2,060 - I I IBM, I I I . . � ' ' f - 1 * " * � * - � XTEM M. M PANEL ". - DIRECT mow 40, 32" 35' - I w So. . 144167 " �= o2m POEM. INC, 24 GAGE GALVANIZED STEEL STORM PANEL I - = .* �' 1: Icon, TxItoc� w. r... "��r\ " - i � E SmR � 2 * " omm sl� 1 .2 DANOI 2,,. I '� 12.3- ��, 1�1� 24 Wa GALVANIZED STEEL - - . 24 GAGE GALVANIZED MEL STORM PANEL [� - _ l"", DKIAN w; 0.44167 . = IL--7=1 _'� , - - 1. - I �' --p I - - i-s-xl.S* STLIG ANGIZ LIS, ul 32' 1 *2* 38' MI __ - ___ = : 4 _____ , . * - 'gr GLOBAL, PROTECTION ____t 1. - - - G?/v/2m sm FOR GataimpON OF SEMS: * . - 11LECO,.- \ 11LIEC 0 simc� W11m, Ir TRACK 5$1 - - 4'r on" GLOBAL PROTECTION PRODUCTS. U.C. ,,, DISTANCE GLOBAL PROTECTION PRODUCTS, LLC _-DDOO-..- *%, MIN PRODUCTS, LLC. wm/uto -U- 3r 4e "I - EDGE a . c� 71 SECTIONS -- - -, 250" 1 � L 1, - �Z� �;�% IATF OF /TTr5CQ.1.;-\ U � �-=e--- - f T - 'W `IUX m . '� �-' I �" - - ORIDP, Ft- 3n'. _�_ ^ - - =12ST04 9%.1m.ma-my "W"'T.1130" . "m &W. 51 svw 4w 51 STOW (SEE SCNED LE ON TOP & BOTTOM MOUNTINGS CAN BE ____::� - ""'M/ P� 0AH)MN_1:nw6v r1v_ C"-)N�m INSTALLATICIN. 111. - -_ "p I 'O� -175 � -1, -_ _-'� - -,'e, I M .1-ocl, - ! (.m 1 PHOW-- O&OIRM-IN& FAA, (05.)0155-� sit: 32 3r A. DAM n- A14 ME mou 1. ' =1 4 I SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AM - 20- I 75 � . - . toml"" � - WO-IIH& FAX". 054)10�M7 -.,- -_ - _ - ,-:�4 ip .... j - 20 '. �/Y�- "_"m " t75 _: - i _;: I I - okmw - , - I , M Cu - _��M_ ""i -.1 - I- vNNANGft I - - , MOM ft (@ BUILQ-W *177 (!� RUILD-OLU "E" TRACK g & (PO WASHERED WINGNUT 4& __ so '� I CA -Dow I I so- I iT I I """'I, I'm A ,,, '� ��'-! H` M -4 i N.N4ApIwk/__l_ "Im A, - - 15m9i . I I won, A Lent A. ..."o, & A. FZ � WN-1101 x Miff . IRA" ANGLE (ZAAM '3 ALL" fz MT 2 up 15 7w I -I PL H "%�" ""lul I - FIE9 I 12 1 A -&-I --------- A- _ .-.-. . -Amb LI14 L A I 11 " , , ... nmm �. A . 1 1 � I . - - � um Uga A 1Z - " A I - � . I ____ I I I I I INSTALLATION DETAILS FOR INSTALLATION DETAILS FOR BEULAH P .-W - INTO POURED CONCRETE OR CONCRETE BLOCK SIBUCTURES INTO WOOD STRUCTURES A -.--.-T ........ __ii��' " - - -I I INSTALLAMN IDEIAILS FOR REGULAR PANEL(DINTO WOOD --- - ` -- - - in. , I � . � - li� .. I 'to GLASS. _ I T 1 7777 ,�',-7 '� �� '_" - Tit - 11 SE". , , , � I I jl� WOOD ANCHORS �i_�" -I --,-" I ?,,1 el " "., / ��' R , - (SEE $CHED � I I ULE s � / ? � R ALTERNATE CONCRETE - I r w LCT _T - j�j ,, _fSEF SCHEDULE ON "< 0 ON SWEET 3II /_ -im I , � f_/' "' I --_k NATE LEG ANCHORS vOCATKIN '�' '.' 1, 4 1� �� CETION CONCRETE ANCHORS - SEE SCHEDULE ON I - � , � SHEET 11) 1, �' - - JI! , �;' 3 �,jj�� I i 4,.e "'"" EXIS11w, 1 7, --- ""--_-_ A _� _.- I _1 -_ - 11 I I ; _ " ' - I I � V , ; � 2 .1 / - . , . I OF . � I .11� -, SHEETS 9 TH11ROLCM 10) EXISTING POURED CDNCRM. . i� . '. _�11 - --_ m 1,1_____ I- A, � SEW REDUIRED. STRUX&_ _�"-- , , /I I I I .1 (SEE SCHEDULE 09 EXISTING POURED CONCRETE_ . OR CONCRETE 13LOCK , , M. .: '�' ". I U) _4__j SHEETS 9 THROUGH Hot OR CONCRETE BLOCK � � I � I 11 .. k .' -1 - . REQUIRED, I REBURIED. � 1� . I'll, ) I �" I I I I I I 11 I "Ll m- BEAM 'to BE CENTIFRED BY ' _�_ _' I I - 40-4- _;-1-- ;_ '� L ' . 11 - --------I PAINIEL LENGTH /7 / - I -_ " � EO. LOCATION �' , ,' , jl� ' I REGISTERED A � / :/ EXIS114C PWRED I TIE LEG CONCRETE ANCHORS WOOD HEADI�i � � " ' . - - � ' ='G� (SEE SCHEDULE , i ," 11 �� - -0 � � I _ _ Z, ,�� 11 20 WOOD ANCHORS ON, _�"_ ", , I I ARCHITECT PRIOR TO SHUTTER : a) 1, I / CHEDU / . I I - I. ' CONCRETE REDUREff' " (SEE SCHEDULE ON REQUIRED I � � I I EET 11 FOR INSTALLATION1. ;1 1� Mm. -- ' I I (SEE S L. ,� r � � I �' , j _r ANCHORS ALTERNATE WOOD ANCHORS _ � I _.L� , � I SHEETS 9 THRID __ I 4) . ;`7- L EP111 / EE _ rw MEN W&KA wm (1) . _* W`,,__ I �.� - ' SHEET I 1) " % 1;�_��__ ____ ==="- j ON � . � 'a � If 1/4' III I - I SC14EDULE ON (SEE SSCHEWLE ON "'r ' � ; � � I I � �� : ___ , ,/.- ss. Ka W,f ,A,T - I - .� 11 I � .1 L � - a��_ ; 11- 1� 0 ", SHEET I 1) SHEET I 1) I I - A, fl, 1/2, 04, / NUT - (____T��/ kt'JL I z � �i ,� I � �� I .� - .9z. f t I I !::� ---T/4*-2IA,l' X =' GA 1_11' --- A-011 6404 - I MAX ). ,a a6w i __ , - I - � , --- V= 1. -1 % 9 , -, -0i . r _-�__ _4' TEX So" DO r _j 1/1. 1 41/2' F I i -(a) 0;1- I �t = D-1 1/2- � �' I __ - -1 0 '. 'Ir C.C� ". % - WOOD HEADER_ - �' \ , , . - I '__ I � OD C_ 1# ; . - ,----I L EO � ". �;] r I / i* �, �� 5 j 2 , - I I 11 w`-mw,:-1-1"0-'�_ I i -I----'- - - ---'I � I , I (ITICLARED i � -1 i � I - __ -_ --- I -----.--- _.- I - � 't I, � , I -_ : I ____T__1_ ____ _____ ___4 WOOD HEADE11- - f- --I 1�11_ � . I 1 fr " j ---- -" . . EX TEETS a IIIFOLCH TO) � i � '� I Sk I L ; � i � - I ---J,le -*--# U) I __� " Mt , L I � , `Nr� � :=::- i I -1 REQUIRED I � - ,, _ (j) : .. �' `� - : I . C., i I L MILK. I I—, ! � ' __1_J_ - ,I __q i I I " ; , � 7'�_ (i>_ ; I E-b r "f i , :; ,:,: , __ - - I ___Q6. 114�_.._ _p__j / .. 2*�- - � I " " � - __ __ I - � _Q6 __' i ;:::;:: =7: till, f = @ I � - � - A, ", ! ,:::: �� I WOW ANCHORS 11 I � . 1 � PANEL LENGTH � f:j::j . L ---- 01. MU� UDNG ALUMINUM SPACERS 0 12 llr I I I ! . I i � I, -1 i � Li , u I I i � i TABLE It ON SHEET 11.) I I I I (SEE SCHEDULE UH ' z I C" i _�_� .� I i - A : . 94M il) 11�. I, :3 m L09 i I (SEE SCHEDULE ! E.C. (SEE I I DN SHEET 3 1 - I i , , � I SEE NOTE - BELOW FOR LIMITATIONS FOR Mi.. 1 1 - i __T � (D FOR I SEPARATION 1 0. MAX. ,� I i � � I 1/2. LONG Raws. EPARATION TO I - q) i ; q__y It mm'� I __01 " 'L' , 1 ! . , � 10 � I SEPARATION - I , � L Ir____1 W' � � At 1=7 70 OLAS& I i i PANEL LENCITI I , ' ,�-'� � I i - , -0 > t _. - -, I i i rStE 00 SHEETS SEE SCHEDUL I I , Sr I - - : Q GLASS. E I PANEL LENGTH DOULE �' , "i , � �' � �N"ff � f I- I ION To " I .1 SCHEDULE - !_4 (SEX SCHEDULE I I (SEE SCL" I I � I i RATION TO CLAW, v 9 ��L i �� , � : (Sm I T 0 " � I I ' I _PANIE. MATE FDA" K) 0 PANEI- M&TE ; 4 , I =.%:III .1 SCREDULE ON - "', IN,* I I ON SIM 3) � J/1-"A- 9 & to g ON SHEET .3) ON SHEr 3) L- -_ -_ _L - 0 SHEET 3) 1 S��!! 1.1 ___'1"'p'*j'.4j�.q M;n� $EPA 0 9 I- - . - ,L* U.K. ') . - A0 � .� " SPACER I i - . - "�'� I � i � , PLUS SEE SCM=r ON"SHM it) , ! I L_ -,---. A, ,Ai * - - ( , 11 -.1111 _11 � r - mz SCHEDULE ON SHEET s) - ! v wm� 1 PAN LENGTH I - ____ -_ . V Mo.. -- � - L I i - � - - , - I WET ...... - - - - ommFINa- � � �.' , : � 7,41 -ff . PANEL LENGTH 4 " � I , M. 0 MEL I _____1 11v 9 /� r UACIK DAIn 7_417) _T__ I "I �' 11�� V Lw. t__ --'---- - - rifo - I- -,--A,. - -Lk-, - =fo;,r ISEE SCHEDULE I I PANEL LENGTH 1 4 i " I r--,- ,, o- I , -,--. � � - , L11 ,'I =%rl-n �-- --t f - - -'t- -- - Z-1., 1 SCHEDULE I - ' ,. W-r 1 ON SHEET 3) � I " I SEPARATION I - _,F, (SEE SCHEDULE I I' EXISTING_; TO CLASS, , I I -, - ___� PANEL LENGTH r I 3N SHUT 3) A I ON SHEET 3) 1 - 4 � r = 0Z 7' I'l 1 1 � 2*I4" WOOD -,---- . EX1Snjm4 TO GLASS. . I i =;Iul � i ___ rix r -C PLATE REQUIRED 117 9 %PZ6ow mv� - " --.-- - iff 11 l (SEE SChwvLE -+L-- --- ____� � - Mm'-,. _T__" __"' - 4 ) 1 1) I ... - - I ON $WFIT 3) CLASS 0_ � - � 1 3 1 � I I SEE ! I : ")""_ - - - __ 2 DIRECT MOUNT wl SPACER CA 1� I (j) L_'_ _ L I -VA-- I � ; - 1 - - ---_-------- I ��--) 1 50% 1 1 I It � U) I F �Jl OF 'L" i � � 11- i I * i i ALTERHAM 2W'. 1 _01 ______11___�_ . C, *L - '--- V '. - . . ' I � It- < It MAX VAX. . , _�D I - A IQ 11 1- -05i SCALE 3141-1* : 50% 1 � I I ; I � I I .,' I � OF *L" i I I 1. - - , I . - _,I@ i . i I (�> . I 'P"�' Sax � I SO, I I SEE I MAX, I � I I � � I - i 0 12 1/2' O.C, MTjEA_jI ON SHEET 11 FOR MAX. PANEL LENGTHS & of v � I � L_____._1...__'_'1 ______j t, ,I,, - I of 'r � I .0 DESIGN LOADS FOR THIS INSTALLATION. I � t. .. . � ! I 12 w O-C. � I I , " T ; I (��Y_ I I I - � L - - 1_j ... __'__" I : ; 1 I yr � AAX_ I I or v to -I@ f f" �" I 0 1 i __ ---I@ � I , L', 0 12 1/2* O_C� � � I I I I . - - - : -, 77, " r i - i I I i ED , ' = . , , I a 12 1 I- � - ,"L a i"4- Do. I E __ � '_U ;;;; - I I I- - I '_ � - ____j L - � I -, I � I � C -0 6 ,�� -�� % FINISH' , ED ' - � . 10 I � NA01110 A i _.___________A I_ ' - ?' " ce. 17-1- "'-1. CONCRETE I CONCRETE ANCHORS I j - ""L. 11j. - I � - 13_ -w - EMSTING POURED, ' (SEE SCWZ� � (SEE SCHEDLILE ON , . � -_ WOOD ANCHORS ** HIM 'Ll I ; 1 -f - I � .��'. i � I If I (D __ 1-1 L' 1 .... 1 . - 5w - Dom � - O.r I- - 41 I Y" . z------ I i 1/2 - i A; - LL I . --I k�"kl �_' -1 1 � i � __F_ T - R �i �"' � , � "' ',� Ff JON 10) ��, 11. - - ALUMINUNI - ____ I --- i "" _ � --- , I ; I I I 1� I 'L OF WALL 0 SLAB SHEETS 9 TH ON __0 Y .�' " IF� � CONDITION) I . SPACERS 6 ". O.0 VAUD FOR �� ':�__' I �"' ", � 1 , ; G - I l ____ jj _� .- I I C , EXISTINC POURED CONCRETE ALL DESIGN 'Z A � � WOOD i 11 IN-1 � _ ACT. 4 It ______'_1__._j STAGGERED W/ STVID 11 11 � 'T 11 I- I (SEE S HEDULE ON SPAM 54 VAY BE I 'Ir LONG W, -----------I'- . 0 174 I "', --.-- - -_ 21KIS L � - DOSING POURED CONCRETE � i SHEET NO PANEL " I i 7", . q sWu 11) (1) IRSULLATION M UMMED TO A ONE STORY WLWW W" IT-0, I I I - 2*14' WOOD PLATIEL � i ��i i � ij L_ Ot CONCRETE BLOCK LENGTHS PER 3. 1 I I " 1 � ! � L --- DECK REDUIRED "-- I I I L L CONCRETE ANCHOR�_ - m _ REGUIRED_ Olt CONCRETE BLOCK - .... 2*x4* 0 � � � : ) 1 ,; � -U4 *mm- I 1� L, ; . � MAX MEAN Ieff *0041' Mom IS A MMWMW MINA AW '-_:�-A::f_______" REQUIRED � - . . - --WOW ANCHoRs SCHEDULE ON REQXRM� � I' MAX, LONG ALUMINUM SPACERS 9 L ::� . i NAMIC "MIT xovmy NOMATED ON SHOEr I IL I 7�_L_ - L I i ] CSEE SCHEDULE ON ISM PLATE WtWoumff " ---: , 11 � p, �! j IL , ; (SEE SCHEDULE CLN_ . _� � k q� M 0- -E.D. - --- r�, , - - - __2"D 1 3/4' -- -_ SHEET 11) SHEETS 9 THROUGH 10) * 12 1/2- 01,C. (SEE TAME #1 ON � � I , 1; MIK Wmow To Wn warAlm I , '� 2*X4" WOOD WOOD ANCHORS -1- -_' k. �N SHEETS a A, m) , . I I Ji STA==R/smo m AMC4m Go" Tm OMMIMEAT " SHEET IT] --- � � ", i PLATE REQUIRED PAND. WE " VIALL BE wom � , i - I , , U (S V11111TA , _ __ .7, - � 11 a SCHEDULE ON = A-. I -',�O G.r.'. 1 � , � � I �� ji, SHEET I 1) =z i 730"ON.A.1"�' t �'� BMS N A RWWrbk FROM 12 1/2* ". WAMM AUUWW ON I � . � I � � , L--2* Mi.- _ ,, � , I � 1 f SHM 10� � 0 a) . ! � 1 -- (I) MAJIMUM Ago DESIGN PRECOURE �' I RATING Is -ft -65 PLA.1, MAX 24 GIVE PM& LOOM IS UNITED TO W . q � "L __ �! " 6 A RESTRIMON FROM UAM PANEL UNGTHI ALIPINEII W I SCALE 3/8-1. %F%,p . . � J11 (2) WX" STORM PANEL URIGIH 15 (' SCKMAE SHEET ll)� I CEILING MOUNTING BUILO-QUT I(QUNTING WALL MOUNTING /DIREGM WaPACERs ng OR-6 . , AT ANY OPENING; I m U) AME � a ---.I- . - SCALE 3/8-1- . �� w WALL M�XNTIR"'§ I 1IRF MOUNT I GEII[Hrm 4NIn affiR MQUHTING BUILD-Q0 MQUOK L. L m (3) =0 P%LT "ALWANNI W ALTERNAME-2W (4) 1 I1r LONG WADER COMPONENT JIM = BE MAS = 00. TERROVE M WALL MONTING AN ,4�, - NNW 21 04TALLATONI or I ix LEND M i AL w &URNAME I W ALL SCALE 3/8-i VAUD FOR wo zow 1. 2nDo 3 AS 010TRRED W A,LTW I I SCALE 3/3-1, Sc#u 3/6-t- Cn I E-Im STANDMID AM THE (7th EDITON) OF THE ELORICA I 1"`HH*$NN414 " SCALE 3/8-11 I4) VWAUAAON WILD ONLY FOR WIND I A % ZDAIM 1, 2 A, 3 AM AWN E SUILDING COM " "41111ININ0%, '006--Q& Wfl""A, :�� !?.P.f" 0 i .% /*L��. - - :. _' - IP7 '/ -, 1% I 7. '10\1;@V��--.14'% Lij / 'pl�TTIY g �. " = '.,�W- A, , ". X, N=1 Z , " . . � \11 %�' S_ FLORIDA BUILDING CODE (Man High Velocity Hur me Zone) NOTES: " ��-'p FFLOR11I BUILDING CODE ( & F SLODNA; � � FLOPH BUILDING CODE (Non High Val2n Hw cone Zone), � j, K, " \CENL* - No. % e '.. - \'\aNi� %. - !'� Non Wqh VolocIfy Hurricane Zone) I = � - -1 - *` 44167 - z , 2 - . - '. I .* . _z � 1. INSTALLATION ARE ONLY VAUD FOR MAX. A,S.D. s , - . - " o.44167 - FA 1. INSTALLATION ARE ONLY VALID FOR MAX, A.S�D� . i om 110m. MI F, TOP & BOTTOM MQUINTINGS CAN BE - (p I*i wm MAIA M. I^ < . s Amoco unw. M. 24 GAGE GALVANIZED STEEL STORM PANEL "ff_C==- No, 44167 ' DESIGN PRESSURE RATING -() AND PANEL LENGTHS s 24 GAGE GALVANIZED STEEL STORM PANEL = , L * - DRINK w, DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS =*: s 24 GAGE GALVANIZED STEEL STORM PANEL I DRAWN V�. COMBINED IN ANY WAY TO SUIT ANY ��5"-. S WE OF ."4, S DIANN Vt = * .*= = ; . AS PER SCHEDULES ON SHEET 3 r � � x --- TOP & BOTTOM M CAN BE AS PER SCHEDULES 0:4 SHEET 3 (EXCEPT FOR = . * .; �s INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTIM WOOD ik 04�. �'l 0 - - 4.k-1 z I ,2rj=s: GLOBAL PROTECTION PRODUCTS, LLC. "uW120110 , OUNTINGS . It - , ._4;�E�' -!� - I Met ANY WAY TO SUIT ANY ALTERNATE 2W') - - STATE 04��J�-- GLOBAL PROTECT I MEMBERS 10 BE SOIUTHVW PINE No 2, W1 SPECIFIC _"."�""' �/6� __��> GLOBAL PROTECTION PRODUCTS. I.I.C. om- ' E.D. - EDGE DISTANCE % -, STATE Ot.,� '=_t�__ z S.751. 11LIECO, ION PRODUCTS, LIC -_ / IILIECO.mc_ _ . COMBINED IN 0 11 ' .- (SEE SCHEDULE ON -,,I COS,* 1LORID"' -� ' � _JT TESTING *A .1100 Am, 51 SPILET INSTALLATIOM FOR '� . V_ l nkLLL "IDne'lo - Am sw. 51 SIAM - DENSITY Of 0,56 OR EQUAL A7 VA 0=wiI_11jr 71 . 11LIFECOTI. _' � __'�� TOP & BOTTOM MOUNTINGS CAN BE . ___ � , _10on. (1541mo-am I I "SwUU, FHow- 05.3m-7us, mlX, ")M-vw 20-175 INSTALLATION. .......... �- - DAVF_ rL �14 DAMPING N� MEMBERS To BE SOUTHERN PINE No 2, W1 SPECIFIC .1 . - .� ey t-- -4� 'I'M., LANI 5AA1. FL =4 - 4 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY �"O. '� '/-- _ 20 175 1 2, NEIN WOOD FRAME CONSTRUCTION; WOOD , . &1.1.1=7 AN, 20-175 "'Hip N111001, I - . - * V - � om.!L-'- -'.; Dom ,H-,. PODNE, ")M-7543. FAX, M4)IN"797 �'t� N106-1345. FM .... 7" .-N 00A.ING � "I,;, W-�- - M.1 - 1 - 1 DENSITY OF 0.55 OR EGUAL - -, i� �' _CA-� # - wwm 4. . Ck-Dowle -.1 - M I - < .. . .... Me'a"g-;W'�-' mpmz'�IXAxl,tu:�'r .,m '"wl' .. f- P'E sucl�luw"Akm AALTER A. ruff 0. pz , n. 1 - ,I-- . , ., I. �,� mim"L.- I I I - __ 1pq - - nmLA um v , PM�- I - Pf . . . H, Flow �. p 4II67 �' I l _j I. I I I , I . . . I 0- I SHEET NO. SH 1. - D CLOSURES DETAILS FOR INSTALLATION IN PQ98ED CgNCRETE C,QNCRETE BLOCK OR WOOD STRUCTURES• VALID FOR REGULAR LIFE SAFETY E-Z HANG STORM PANEL SYSTEMS -� �' "'�- i�7 •VY OR ! �Old.C1RTE BLOC! OR 2' .x 3' %,6B}' d1W H-14Aq_t? i 1 .nL WOOD Ffthl .0-76 At{{11 CONE, µ,W,t. & REQUIRED ANGLE will Ile# A 117/ " Yl2" � a 12" O.C. , f 3 TRITON ` POIFRm ODNCtETE CONCRETE F BLOCK qR 2.4, W0�� 33� 00 PAME ~ CONCRETE �af �• ' 1NAN04OR O 124.O.CP / T L- f5' REODIRFD 2 i 2 2k4' WOW FTMlEED :4k dry OR�I Utn ', ruLf AM'E2.. u ik-o-„i CAP z (•..a CLOIN- .i i 2' . 2' s ABC' 70 ALIERN,E [EG IDCAT10N + 2' v 5` i A55' CORE LUMM/10 ALUM. AWLE OR OBO'al@5-•N7546N4 PPOURED CONCRETE. ODWRM 4 .1 (.... T'MERE. ALUM. BElO' PLATE .': 910Ck. OR ne WOOD' FDANE2• X x - 3 DS OR 8063-T$ Ai1GY \1 2- COIN.MUM.. AWE M wN s� ,s �as>s� ax CAP .ewes s s r if4. 4 eDL>: ;,4' • . DIY O 12" O.C. 3YO9-nr+O ill ALLOY W/SACNNUTOwIt A " All CASE A (PLAN) CASE B (PE. ) CASE C (PLAN) CASE D (PLAN) SCALE 1/4"-i' SCALE I/e-l- SEMI 1/4'+.1' SCALE OR B.Cro PANDUMAIE _ 1, Nw- „I sNG1�TOM OA4 `PEMALE N. VaWil 66t. .-,.:. :?Y f OR rAA1FaAiAtF S _ (I "I 2'+4` WOOM - AS dI OF OPENING ;' SCHEDULE :DIN SHEETS 9. .. 2,5JS POURED E BLOCK - Ill PANEL CONCRETE 6lDCK 2R VARNS� � � �1I TR,WE NEQ1tttE6 j A4 APPLIG,1Bf r l0 ! 1 F) OVERLAP BEYOND rw WCOO Ffl x.• S wm: OPDNIlC WIDTH) - PWRFD CONCRETE, CONCRETE REICARED `• y. � BLACK OR 2'.e WOW FRAME 1 +� REAUMIV ^• 1`eENT Wl AMC>10REq iRlONt k VARIES ORlow F RALLELTO 5 AAw WALL (WE CM ENDPAFAKW X aal DISTANCE •',� '-� I�7 M,CK ( " .....� CAE G (PLAN) �M ......•fSCALE 1/4'er G......... 11 .IA/nA'1GENst'(I'F' VALID FOR DIRECT MOUNT INSTALLATION ONLY k e,,✓� ;✓� CERSt#'ff, 0 PANEL, INSTALLATION AT WALLS W/ - • No44167 SURFACE LEVEL VARIATIONS WITHIN 3/4' FLORIDA BUILDING CODE Hon. High Velocity HUrc(Ccns Zone) CASE E (PLAN) CASE F LAN) Z d F F f wmD naA� It 24 DACE GALVANIZED STEEL STORM PANEL I.P. aRNW+er: SCALE 1/4--t' SCALE if4'=t` - ,e` tORtDP' •-�y�+uA �rs� .'cf m ljs/m � L i G o ... GLOBAL. PROTECTION PRODUCTS, TLC. oal Iy�4YFt , Fe,ey -t2d +600 S.W. 6i 6Y%i7 HYt T4Uf Q k LttaFHwRLNO OOM ONAl M_ 3M14 arA aR. a, - 3v. w4.w NwnT.. a 20-175 d Hers . flm7 nH-MM , r. i4NF n,-.mt P1ONFa {I94j.F9-76.6, Il (Wx)twW-67O7 P.E Sdf. BNnINE/DATE tit, De A iLU ir„ PA; m M7:1.2 61REf $ JK 16 4i1 MAXIMUM i DESIGN PREMBE BEING (pil AND CORRESPONDINQ MAXIMUM ANCHOR SPACING SCHEDULE EOR REQULAR STORM PANEL In INMALLATION5 INTO WOOD MUCTURES (VALID ONLY FOR PANEL 1)INSTALLATIONS AS PER ALTERNATIVE'S iW THRU 4W, ON SHEETS 5 & 7) MAX. AS.D. DESIGN PRESSURE RE _. MNRMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 - APPLICABLE I1 TIOlr I & Ml C�OAF THEM MAXIMUM PANEL TH LENGL. tn.) YAPCON LOG SGRESY PANEUAA7E FEMALE tD PAJHELMATE PLUS WOQO Bli$NBNG 13' it Ir tar tr 1w (TOP) 13` is" Ir 13, Ir 1W (BOTTOM) 6 1/2' 8 1/2- 8 1/2' 6 1/2, 0 1/2" - (5DP) _ - 8 i/C 12 1/2" 6 Ile w wa,-) Ill OR LESS B" _ JyY_ 13` 13' _ - Ir 13, __ it W crop) +45 -45 OR LESS T l 3 13' iJ' r3' 13' W (84TT01N} 73 is` 13' 13• 8 1/2'- Yt (RW) - _ 13' � 13, 13, 13' 6" tw (9o5TgM. 6 i/2' 6 1/2- 6 If2- 6 1/2' 8 SfY- (T% _ 4' 1 i " 1 4" >5'-0' 4 T/2' e 6 1/2" 6 1/2" - (-) 14'-4' 4 1/2- /2 _ 4 i " f2 7" 7` - 3N DNDTTDM 10 T/2" 9 1/2" 12` 12" 44W (ESP) 13" 73" 13' 13" B i 2' f 4W BOTTOM (BOTTOM) • SEE,' TAME jit FOR MAX. AS.D. DESIGN LOADS & M4X. PANEL LENGTi4S. WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. Ill DESIGN PRESSURE MAXIMUM ANCHORS SPACING FOR CD -: AS SHOWN ON SHEETS 6 #e 7 APPLtC4i31EMAKAILM TO IS Is ANY OC ifOH -EL LEHL 1H (H-) TAPCON LAG SCREW - PANEEAMTE FEMALE to PANE(MATE PLUS WOOD BUSHING 13` tr 13, Ir 17 fW OPYI 13' 13' Iw (IXOTTOM 6 1/2' 5 1/2' 2W (TOT') - - 6 1/4' 12 1/2- 8 1/V 2W (9DT,•) 5' ' B` } ifSS - 7 12" l 6' 5` 13- Ir _ Ir 1r Ir Tt 445 - 4b To +75. -75 13' 1 T it i 3 13' 4W (BOTTOM ) 13, tr 13` 13, TO" 1W (TOP 1r 13` 13- r3' 8 e Ile (BOTTOM) W iBG 3 6 tf2" 6 1/2" -6 1/2".: 6 1/2' 6 1/2' 2w (10P)) - - 5 1/4" 12 1f2' 6 Ife 2W (BIT`) > i To 4 1/2` 1 51 7 Ill' 7 112" - 3N ('ol s" .. 5 i -, f 2 $" s° (BDT SW ON. I 1J• 12" 13'. 13 5 1/2" W (EDP) 13" 13 13' 1Y To' 4W (6YATOM) • SEE TABIF 11 FOR MAX, ALSO DES" LORDS & Ni PANEL LENGTHS WHEN SPACER A IS USED, CMESPONi ONLY TO ALTERNATE 2W ON SHEET 6 im" /1 a Il5,0. OEM LOAD MAMN ,MIEL P LENGTH 40 PSF OR (MESS W-8" > 40 PSF TO 50 PSF W-2' > 50 PSF TO 60 PSF 5,-1 OF A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MANE FpA&LE ID OR PANEL MATE PLUS ANCHORS & W/ 8 SP4HMfM.)-1/2• O.C. INSTALLATION _DETAILS FOR LIFE SAFETY PANEL (1 INTO POURED CONCRETE OR CONCRETE BLOCK STRU TURES 1/4-I TAPCON _ RING POURED 1/4-0 TAPCON 91STING' POURED ANCHOR 9 B`-O.C, ..... �ETE OR ANCHOR 9 9 0 C CoM6RETE OR CONCRETE 8=9 Y, CONCRETE BLOCK yY REOUYRED, ",'( REQUIRED. FAA) 011 1 1' AtoA, PANEL H ELEVATION VATI N ON 94MT T1W Eq • j� EXISTING PQUREDI CONCRETE OR � - i _. CONCRETE BLOCK { 'E REOUINED.. r: I ,4 _. 1 ..1114 PANEUMPam_ - A}iCFWR 9 12 TE t12, 0,6. SEE SEES 15 k 18 AN FOR CIOR5 TYPE & SPACNW FOR 06UUAIM NM "M "AE , MWRINM AMEMOR SPACINGS AND Nbli fTYf. DISTANCE ARE DWC ARo DIN THIS SCM.Il FOR C.O. LESS THAN INDICAM UN SCHEDULE KM= ANCHOR SPAMW BY MWIP I'Ma SPACLNO SHOWN ON SCHEDULE BY THE FOLLOWON, FACTORS. FOR TINS OPE➢AWN TO BE POSSRR£, REDUCED SPACING OBTAINED Ull FACTOR SHALL NOT BE LESS DIAN AWAKW SPWJRQ IDCAIED FOR EACH ANCHOR TYPE ON THIS SCHEDULE. Ile. I/e. Liam TVK -_ UpoyN PA> X#A well Awl 3PM94B (3-i 3 3 rQC 3 3 J. }if2 YI iHI ALTJ4. WK ="X OW "No n36 }- DSO' 1.tW ANCHQR (BEYOND) WAU MLC+UNTINGS SCALE 3/11-1. EU4 ) 'L• MAX. 0' PANEL LENGTH (SEE ELEVATION _._ DN SHEET 12) 1 WEYOW) BUILDING (VAUD ONLY FOR PANEL�jt INSTALLATIONS AS PER SECTIONS 1. THRU 6, ON SHEETS 4 & 5) Ni A.S.D. DESIGN PRESSURE RATING LU%9ALIM ANCHORS SPACING i0N MN E.O. PER SCHEDULE BELOW - MAXIMUM PANEL - LENGTH "L' (k.} WX A.S.O, DESIGN PRESSURE RAltNG MAIOHAMi - ANCHORS SPACING FOR MR ER. PER SCFYEDU!,E BE3.01Y . APPUCSt9i TO SECTIONS ,A MAXIMUM PANEL LENGTH .L. 'fM) TAPCON SOLID-5Et PAHELMAIE 1tAAd.E 10 PLATS TE 2#MAC-NOUN GLK-#N 8 T!ON TAPCON SOUP -SET hVFEtMAIE FEMALE U PANIIMATE PLIriS iNMAG-NNUN CALK-M _ _70 _ to At rai 10 TO Tb. _ +45. -40 LESS 1r 13 a3 13 13 13 13 13 i3 43 tr 13 1 (TOP) 8'"12 OR LESS " "45 + -ea 85. T3 13 t3 17 13. t3 4r 13 13' aJ 13 1 I/2 } OR LESS TS` 73' 13' 13' Ir 13' tY tr lr 13, 1 (BOTTOM) Ir 13• 1r 13• Tr 11.tr IY Tr 13' 13" ii 1/2 1 (BOTTOM) Yr tr Ir tr tr it 13- 13, 13, Ir 13' 2 (TOP} tr Ir 13" Ir ar 1r 13` Ir it rr Ir It 1/a 2 (TOP)13` 13` it 13, 13" 13' 1r 13' 2 (9OT1OM) ?3 t3 13Ir it Tr 11.:13" 1r 13' 13 13 , 13 w, t3 YS 3 (TOP) 3• 13 13 " t3 •. - 1 , 3 IY 1 ' 3 13" 13` T3" t3". tr 11 1/2 3 {TOP) 1:- 12 1/2 41r i/4" 12 if2" S2 }/2.. - - $ tj4' 8 il4- 3 (1�1TOH) - - 12 t,4 2 1/2' 6 1/4' 6' Ile 12 1/2"12 t/2 - - d 1/4, 6 1, 3 (BOTTOM): e B" 8' B, 6` 6' $' 5' 8" 8" 7 1/2'.4 (TOP) ' 5 1/2- 6' S" 6" 6 1/2'. 8- 7 Ife 6'or 8' 5" 4 crap} .-..._ 8 8' - 6' _ - (BOTTOM). B' ...� ... B'- 4 (BOTTOM9 Pr 13` ` 3 1 --IS". 3 i r is` t ' ,)13• 13` 13' 13' 5 £TOP) 13, 13' Ir 13"ir' 13' Yr t3" 13' tY 1r 11 1/2 (TOP) Ir 73" it 1r _-1 1r iJ' 73° t3' S (BOTTOM) 13"' 7J" 13' IJ" 13" 13' '1J' t3" t3" - 13` 13" 17 If2 5:(807TOM). - 43' 1S` tJ" 1 " 3 t 3 3r 13" 93' 13' lr t 3 " 6 OP (T ) i 3 tr 1 Y 9 s iY 13' it 9J' 13' 13° 13 11 1 - f2 b G _ •. - d 1/4- 6 1/47 6 t/e 6 Ile _ - - - -� 0 1/4, 6 I/4" 6 (BOTT.-) - - 6 Ile 8 Ile 6 ife b 1/4• - - - - 6 1/e 8 1/e S iJ 5 " 13 . 10 t 2 j 1 r 7' 1 3 7' 7 1 - f2 5 1 -2 i2 13' 4 " 1la i (TOP) >5`-0• TO 1#'-4• Ir : 6' 13A 13' it 8 IIV it 8 1/2' 9 Ilr 6 If2 it 5 1/2• _ i (TOP) >5'-6' TO B;•6. Ir 7'' 43` 1r 13, 9 1/12 IV 9 1/2 TO 'A 7 1/2 13" 5, f (BOTTOM), 13" : 7 Ilr Is' tY Ir 10, 1r to` It' 8, it 6 1/2, 1 (BOTTOM). it 5' tr 10 1/2 Tr 7' _ 1r 7" 7. If2 5 1/2 13' 4 1,/2' ..(Top) is' 5" it IX Ir B 1 j2" 13" B 1/2' 9 1/2` 8 If2' . Ir S 1/2" 2 (TOP) Ir r 13- Ir Ir B 1/2 13' 9 1/2 1O 1/2 -7-1/2 Ir 6 Ile 2 (BOTTOM) tr 7 1/2' 13' it 1r to, tr in, it, 8" it 6 1/2, 2 (BOTTOM) lr 7' 1r Ir it 9 1/2 IY 9 1/2 10 1/2 7 1f2 it 6 1/2' 3 OUP} 13, 7 1/2` Ir it 13, 10' 13` to" it' 8` Ir 8 1/2' 3 (TOP) 12 Ilv 12 1/2 6 Ile 6 Ile 12 1/2' :6 Ile - ' - 5.1/4' 6 Ile (BOTTOM); - - 12 /22' jLjta 6 Ile 6 i/4'' 2 1/ 12 1/2 - - 8 If4' 6 Ile 3 VM0M) r - 5 1l2" 7' � 3 If2' r 4" 4 If2" 3' 6 1/2' ,., �.�,} - . t 1/2-: r or � 6" 7` #' 6" 4".. 1/2' s if2' 6 1f2., 3. 4-�) 6' -- 8' - B' - "5 I/2" -+ 7 1/2' _' {BOTTOM) e" - 6' = al - 6` - 5 lIr - 7 1/2, - 4 (BOTTOM) 13" 7- Ir 13• is, a 1/2" Ir 9 I12' O 1/2 7 1/2`_ 13, r 5 (TO Ir 1r To, Ir to, it" $- it 8 1/2" 5 (TOP) 13• 7" 13` 13` 13- B 1J2, t3' 9 1/Y' 0 1f2. 7 1/Y' 13' 8 If2' S (WTOM} 13` 8 1/Y tr 13' - 13, to' it 10` 11' e` 13' 8 t/2" 3 {�TTOM) i3' S• tr t 10 f2 13- 7' r 7, -: t. 7 l2 5 a J2 ,r i 4 f2 8 (RING) - 1 :. 3 6' 73"' 13" t3 " 1 $ z / 13 i 6 Y l 9 1 ' / z d 1 ?' f 1! " 5 1 2' I 8 (TOP) -. t - 8 1 {" / :0 1 4..6 / 1 e f a 1 4" l - - - - 6 1/4' 9 1J4' 8-{S.N.} «. -- 8 4 #' 6 1 4' 6 T 4" 5 5 4"' - _ - - d 1.. 4" 6 1 4` 6 Six: 9FEET I FOR ANouces rr i it BPACRIO FOR INSTALLATIONS WTo WOOD FWAK YRDLQNOS. • IAw"m AMNON SPACWics *0 MWAW14 1:i Ceti ARE woutED CW iles SCNEDU:E I Et LESS If" WIYAOATED ON SCfOW REDUCE ANCHOR SPACING BY WATWLYIND SPAM:INO SRONN ON SCHEDULE BY THE FDUDWN4 FACTORS. FOR " OPERATION To BE POSSO M R•-gUCED SPAT" MANED U3NG FACTOR SHMA, Nat Be LESS 7WN wo" w-vio glDKwim FOR LACK A63WR TYPE ON TIE SCHEDULE. Yf49 _ tf4Y Ut4iR I/:'Ir I/4... tf.. x;r. ANCHOR 7YP@. _100% w al N 7ANAC-Euwxt ;SIN%-w` WwHARI mom SPKIW (il 3 3 3 3 2 1,w 2 1/2 0,0 3 3 t/E" 3• 3 3 tl2• 3 WSTANCfPAJ ■LOT - 3 3 1/}" 2 i/Y 3 1/1 } H/Y. 4 ACI11M. Mi mom" FACTOR - ---- x •` SPACINGS ONLY VALID WHEN IS USED. SEE ' !E 7 FDR MAt4 ASS"D, DESIGN LOADS & MIAX. PANEL WHEN FACER �i !S &Eb. - TAME -it a Ill DESIGN LOAD MAM MUM PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF W-2- > 50.-PSF TO W PSF V-1.0" A MAX, PANEL. LENGTHS ARE ON VALID FOR INSTALLATIONS WR / SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. 1,..._,_.. ...-._.._..._.._-,._....__,_...-.,.:...._...._.,. _ANCHORS (SEE SECTIONS k ALTI4N IVIES ON SHEETS 13, 14. 15.&t6.}---_-,......_.-__.._. .._._--..-.....�._.._--1 DwM•,�Leff-. ! 5" R-WI3, R-2A/13, R-3A/14. R-t8%iw. R-2BI13. R-39/14G Y MAX, R-1AW/15, R-2AW/15. R-3AW/15. R-Iffi . R-2911 i5, R-300i 5�M{ /;.1, Of �?J 14 J 0 0 0 0 LS j/eIl &S. BOLTS w(1 I r I '.; •+ 13 t f E c,,,rr�--::ww,,,� I {USE FOR PANEL. LENGTH I I i e•;t^� No. t l I i V f OVER 7'-6') I(7 j PANEL LENGTH `: RECUTAR STORM PANEL i , i i I 'REGULAR STORM PANEL _ j 6'-8. 9 +40.0. -40.0 p..T. W OVERLAP ACE! PANEL (EiMOT:H BOL r T) -- --, - : ' LIFE SAi'ETY STORM PANEL. i } OVER 9 +BOMB ELL LENGTH I -0 OVERLAP MU PANEL LENGTH 11gL Oral 1) E I _LENGTH _ _ - LSE 2AT ALL MOUNTINGS BOLTS w I i EA. 1 i AT OVERf3t3tP I 1 t I. I A,. { _.- -- -----� _. _ m -• - I i 2f N13iCFtES AT STUD '._ TON fi LIFE SAFETY- , ;; �I i 1' PANEL BOTTOM CORNERS '_.... D.M.,®, -: i F I 7R/ .I Or WING NUT AT t ,Tr _RING NUT AT , j� MAX.. LEFT PA19EL RIGHT PANEL 3` MA%;, � INSTALLATIONS ONLY VNJO FOR MIND = t' MN. Ill R-2il R-3A/14, R i#ij13 R 20/13. R-38/14 t, MN I SPEED UP t0 17G m.pri. R-LAW/15, R-2AW/15, R-3AW/i6. R-1gWj15, R-28W/i5. R 380 i6 ...-..._. _.-__.,_:._...._..... ,..._.,..._.._.„.ANCHORS (SEE SECTIONS A ALTERNATIVES ON SHEETS 13, 14, 15 Ill-_,-._....-,._-s,... Ile MAX. GAP U'E SAFETY STORM PANEL ( L ELEVATION ATiON (t) ?� SCALE ile-l' -(DREGULA R 2.597' - REGULAR STORM PANEL (1.1N OkR1AP .•1 WIWLE YALLEi? STORM PANEL 1.1H4411NN4t c MAX GAP sF •Vvp WEiLLAP- LIFE SAFErY PANEL -tl y » Fill IDA BUILDING CODE '(Non High 'Velocity Hurrfcone Zane EXTERIOR' Fi),•. �ORIQN ,�44,Sr 24 GAGE GALVANIZED STEEL STORM PANEL alum or, .ram y I ( 4a6, GLOBAL PROTECTION PRODUCTS. U.C. a. QN f' -A 1 1 ffiTN 6k M kWRt,. AN HAW SN. 51 SWEET SEQTL�^+ j'[ }� A j �f�P,/ SCALE it#'al" f • MN+' �. mA. 3IW, LwNM.Aw.w. x eel" mwK. FL 33Jt4 20-175 i..,. M: t..I lat,aW mN-1Mt FIiWNE tB6A)16R-7644 rAr: it.Y4j61M-eNr u-W66719 DIMINO w. -.1 FM P.E. SE4.}SWNtSWR'}DAIE IIALTOR A.1XUT Jr.. PZ m tT-ut Srt[T t3 OF to 1 INSTALLi DETAILS FOR FE SAFETY pANEL INTO WOOD STRUCTURES 71 t Y I' HEADER i _WdDD tfFAEER ..r .,___ WOOD HFSNOER ",,,. I - HEADER ErniwED r fN =~I4". I i,[4'. TAPGOV J I 1//4,a 7APCDN TAPCON 1 'i 1 #"r TAPCON ANCHOR O 9' DG ANCHOR O B' P.C. t (_ "" ANCHOR O 9' Q.f. r i CtOR 9 9' D.C. ','rJ r` / } 4 J / .if4 MAY-`tt l i` _ I/2' 11/4, '� i f/2, i 'I/4` 1 'MIl,4 .I AG1L_ K � ,i?1 f 2" ii f Min. V 1 MIn ' I . , A6N.'f1{i� 4 r' iM�n, t'1 •I{ x _ N ',.l i 01Sa4t II ! BkiS W .i, G°Ass I WA W w B EX st yE ywuas w q l T M eA f h-2lMf" 5 q .-"-.: ,.Y4 . _ J= f Al ca B rl+'a`Su,l' j N ....,".'.t'- .._. - K�e CLASS .. -I T..._ R iti9Gal O,wN 7.4') 9 i "- R PANEL H PAAEL ENGi} f w � XII1 !1 t ELEVATION (BEEElEA1RX+(SeE PANEL LENGTHE2) I ON SHEET 12) N ON SHEET '1L O ON54 II 22))# ) _. TON.- II t' � 1 • tY.,,...__AA--:_._.. 4 70 GLASS. If I. 1 n W"E G�MO 1 ..{.. \..f _ N----SEPAMDOm430 ,�-y�y B' % . if2 AB TO GLASS. e .. `� `i'�,. I < -� _ .. .__ • m... � BMX w3. �`�.. �" r{ __�_-_. _. 1{ -ft a 131 2 a if2" `t4W.Wy](4. If, _.� 2xr wog fI ."1 1 PtAIE i ai t%y6W M6 i f I I >ir'456 w 4-, TAPCON RREOIIRED I l 4'. TAPCON 2'A4' _ T d-f i, l ZI a 12 f/7 O.C. ', I jj A1MNgR 9 B' O.C. AMCHOR 4 9' b.G. PHCHOR O 9. O.C- PLATf S7AOGEREO WJ STUD , I I�. S,AtX£. REa W/ SNO [ REGUBifb IL 2"w4` WOW' ".4" WOW r REquitm RECURRED 0-75W ALTERNATIVE R -1 AW ALTERNATIVE Y 2 ff ��i FflJ 0 RME �LAR FPAJ EELS. O �fE SAFETY ANEI R ELS LIF'r c i EMEL WALL MO INGS WALL NGS INHiNMiM.p SCALE 3/84••1'� SCALE 3je=i•. '•. CEN 4 FLORIDA BUILDING CODE(Non High Woolly Hurr{cone Zone) s n1Em..c. I, INSTALLATION ARE ONLY VALID MR &S,O, DESIGN - D. 44167 s. ... 24 GAGE GALVANIZED STEEL STORY PANEL chow BY,. PRESSURE RATINGS {D.9,r7 NN0 PANEL (.ENt TH$ AS = * : * ' - ! 1� 4X�� GLOBAL PROTECTION PRODUCTS, Ll i"r+ 47�6n PER ELEVATION ON SNEEi 12. $ "ry••, ,STATE. Q..-. "".._.....-- IYX N.G G V ►6iC: 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD • 4m 5.0. 51 "m " A` ..> .W ,t.., m, a,. �q..ma, n xirn Ael it a3314 20-175 MEMBERS F 13E SOUTHERN PINE No 2. W/ SPECIFIC � ,M^ lgR4D .• ...._ PIWNE: (w6t)U6 7546- FAX, (164Mba-671n `E.4. DENSITY 0 Q,55 OR EQUAL. s - ' - a_aOo6710 ras XWX.HOw AW- XtY.r XeeeW� A.X MINING P.MNAN44 i11i QHXT7S4E/ONII YML A. TaLLIf y., p.E m O:-.+i l 9uT 15 Or III MAXIMUM "p, DEM98 PRM RE UJING (a,st.f.) AND CORRESPONDING Jill ANCHOR SMING SCHEDULE EQR REGULM STORM PANEL(D INSTALLOONS INTO CONCRETE it QQNCREJE BLOCK STRUgTURES (VALID ONLY FOR PANEL(DOWALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) - VAX. Ill 06I„y PRESSURE RATING MA)IWIEI ANCHORS SPACING FOR MINN CO. PER SCHEDULE BELOW 4 KIIABE &ANY MOO M PANEL LENGTH •L' (h.,7. MAX. AS,O. DESIGN PRESSURE RAtiM1IG (P.a.l.$ca"Bas WAWMUM ANCHORS SPACING FOR - MN E.D, PER SCHEDULE BELOW - APPtnY�BI:E ro f A ANY I OF THEM MAXIMUM PANEL LENGTH `L cn.7 TAPCON SOUG-SET PAWEtAVJE :10 PANEWA7E Pii 7AMW-NAYLIN CALK -IN. TAPCON SOUD-SET PAIELMA,TE FEMALE 10 PANIELMATESNAJG-NABdN PLUS CALK-B1 to TO. aONOGIRf ie tP TO O6Nd6.e 12 w 7OMLE cc W N iD TO mom ete 10 Oil dw1 NEIE >+NsT +75, -75 - 13 ,.. tY 13 " 53 " 13 " .- HJ - tr - . f3 13 1J SO " i TOt'� 5'«g" OR +7lTo +119;«fifl8 IS E,. .. 13 , t0 t ' J2 Y3 d '. 1fY 13 ' 6 2.. if 7 , 1/2 1 2' 5 f 1 1r 4..1 2' l 1. (TW) 6,_®= OR LESS 13' it' 1r 13' 13' tr Ir IV 13` t2' it to, I (OOTAIM) 13• 6 1/2' IS" Ir it 9" 13" r to' 7 1/2' tY 6" I (BOTTOM) Ir It- tr 13- 13` Ir IS' Ir 53` i?' 13' TO' 2 (TOs I V jr 50 1/2" 13' 6 1/2' 137 6 1/2' 7 1/2` 5 1/2` Ir a 1/2' 2 (TOR) 13 " 11' i r : 13- 13, t3' : i3' 3" 43' t2' 1Y 1 10" 2 (OMMU) Ir 7' t3" it t3` •9 1}2' 13' 4 1l2' 10 Y/2' 7 9/2` 13` a 1f2' Y (BOTTOM) lr if"' i ' 3 YS".... 13" 73".. t3' 7 r i] t2 i3 #o 3 D'OP) 13 7 F3 53 4J 9 12` f 13 9- 2 /. 1D 1/2-7 - - 12 1/2'12 1/2 6 Ile 6 Ilt 12 i. 12 1/2" - _ - 8 if4' 6 1/4' 3 (BOTTOM) - - , 1_2 1/2 12 1/2 0 if4 -, 6 SITS .. 2 1/2 6 tl4 _ - 8 if 4* 6 1/d" 3 (BOTTON} 6 If2` 7" 5' 8' 4 1/2. 4 (w) 7' 3' r 5 if2' r 3 Ile d- 4" 4 1/2" 3" 6 1/2"j2 1/2" 4 OOP} 8' - 8' «4. 8° .• d" ELT 8' - _ - 4 (BOTTOM) d'- - 8 1/2' - 8' - r - 5 1/2. - 7" - 4 (BOTTOM) 73" 111 Yb" - tr 13' i3 13- '11. 1.3` 22"- �0' 13" f0 ' S •.� (RR' 13`- d i ` f2 - 13" vz- 3," 13' rat" i " 3 4` 1 - fl 7 1 2, 95" " 3__ 5 (T(a 1s' - IT" 13" 13' 73, 13, 13` tY Ir Ir 13` Sq" 3 (BOTTOM) tr 7 13' 137- 13' ffi 1l2' t3' 9 1/2- 10 tf2 7 1f2" 13' r b" 5 (B41T1Y#I) Ir 11" i3" 13` l3" i3' 13' it is- _ 72" tr i0' 6 {TOP}. 13' S' 11 3 iR if1 13' 8 f2' 13, 8 5f2'. i 7 /Y i 5 f2 iS 4 i' 6 F(OP) 6 1/e 5 1/4' 6 1/4' 8 1/4' - - - - 6 tft'-6 tf4' 8 w) - _ 6 1/4- 6 1/4- 6 Ile 6 Ile d Ile 6 ife - - 6 1/4' 91/4' 6 (1�7T.'•) TJ' 7 If2` tr tY :. 13" SO" /r f0' 11' 0' 1Y 6 i/2 T(BpO5pIL 1 l•+•'-:) >5,- TO al -... tr 5' - 13` 10 ij2` 1r d jS I!" 6 1 r 7 1/2' 5 11V IY 4 1/2' 1 (TOP) TO. 7'-5` 13" 7 ff2, 1Y 13" - {3" 1q if2` 13` ttq 5f2.11 tf2" B"® 13" . 7' -..,.«...«. T (BOFTDId) 5S" 6 If2' 13` IS' 13' 9" (Bf:ITTOdJ is, 7 1f2". 13' 13' I 13" to" a3` f`-#0' it' $" 13` .6 1f2' 2 (SOP) t3' 91 Ir f0 If2` 13' 16 1/2' 13" 6 If2' 7 1f2' 5ef2" Ir d 1/2. 2 (ic'2') 13" 7 1/1-1 it - it 13" 10 1/2 13" 16 1/2 11 Ile 8' Ir 7- 2 (BOTTOM) IS, 7' 13' 1 13, 13- 9 T/2` 13" 9 If2' 10 1/2' 7 1/2' 13" 6 1/2' 2 (BOTTOM) 13, 7 tj2' tr Nr 13' in I/21 13" Ila 1/2"11 1/2'_. $• tr 7- 3 (TOP) 13' 7' 11'it 15' 9 t/2' 13' 9 1/2' 10 1/2 7 I/r tr e• 3 Mi - -. 12 1/2-12 1/2' 6 Ile 0 I/4' 2 1/2`:6 1/4- - - 8 Ile 6 Ile 3. (BOTION) - - T2 1/2'12 1/2- 6 1/4' 6 1/4` 12 1/2' 6 Ile - - 6 Ile a Ile 3 (BOTTOM) 3 1/2 B' S" 7 If2` A'.. 8. 4 t/2" - 5" 3 :1/2' 'Y r 4 (TOP). 7' T, B" 5 if2`' 7" 3 Ill 8" 4' 4 1/2` Y $ f/2`.T 1/2" 4 (TOP} 1 (BOTTOUI 8" - 6 i _ 6 -... ill_ 5 1l2` - 7' -� 4 (BOTTOM) t12' tr i 13" IY 10 1/2 13- 10 t/2 1I 1/2 8" 1Y 7' 5 (TOP) Ir 6 1/2` IY it 13" B' 13' 9' 1D' 7 t/2' 13" 0` DE9ll 1J- 7 r/2' 13' tr 13' 15 if2• IF- 1A 1/2 1 1/2. 8" lY 7" 5 (BOTTOM) 13" Y 13, tr 13- 9 1/2" 6" 5 (9QTTOL) 13" 7 5f2': tS' 7r ts' Yq Yf2 13' f0 Yf2`7I if 8` i3' 7` 8 (TOP) 13' S' 13• 13 5 If2' tr 6 1}2• 7 1/2' 3 t/2• 13" 4 1/2' (i0p) _ 8 i/4` e # 4° $ i 4` 81.4' - - - b if4" 6..1f4" $ (BOTT,"') •- - 'e i/e` B If4. 8 1/4' B 1/4" - - - - - 6 f/4" 6 Ile 6 scil •. S E SRE7 Il FOR ANCHORS TYPE, k SPAONND TDR INSTALLATIONS NNO WOOD 1Ri�NrE .Bf� M= � AMWMLM Awiak WA11Mn5 AND Moil Lou 0lS7ANOE ARE VWCAtFA ON THIS 9Li{ESUt£ M. M i= THW Roam ON sCieziAE RE i ANCHOR SPFMONG BY WLTLPL'AW SIAONO'SE' TOM+ am $C11 = in THE FOLLOWING FACTORS FOR THIS Opow" 7O BE POSSIBLE REDUOEO SPACING OWAHM VGPW FACTOR SNALL NOT K LESS TMN FNWA.7M SPACING INDICATED FOR Ell ANC WR TYPE ON DNS SONEVA.E Ije. t/e. T 4i Ile. 194L7H0R TYPE*. -.: iAPtwN --1/4'. awJ w P4j a 2AMM-wVAF CNIX-W lWMN" AMID" $PAGMC 0a) 3 J 3 3 2 Vr 2 1/3 MFNRMMEOGE 0a7 3 3 ill- 3- 3 3 H/3" 3 wBTANCl WAJ •Hai 3 1 Ir. 3tf2' 4t/2 AMK WK O BMR.9E EO) F 21f2 a.l` IMlLt - YA6 Y.00 3 _ t,R6 44 SPACINGS ONLY VAU'D WHEN SPACER IS USED, SEE TABLE gi FOR MAN(, A,S.A. DESIGN LOADS & MAX, PANEL LENGTHS WHEN SPACER S5 USED. EX15t1NG POURED CNCRETE OR RO `EONCRETE 13L04R4 EOU1111i .�E.ieT1$11'1 R-1A O REGULAR PANELS Yr�iiX :ME. OUNTINGS SCAT£ 3f�t" TABLE 11 A A-S.D. DESIGN LOAD 411MM LENGTH 40 PSF DR LESS > 40 PSF TO 50 PSF 6'-2" - > 50 PSF TO 60 PSF 5`-ir A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ (9 SPACER AT 12 1/2" O,C, JNSTALLATION BETA LS FQR LIFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONOETE BLOCK STRUCTURES EXISTING POURED Q G i _CbNCRETE OR CONCRETE @LOCK REQUIRED, 1/4-0 TAPCON(_ _.D0SRW ANCHOR It 8" Me - S. POURED CONCRETE OR CbAICREiE BLACK REIXMREO. F -_ 1/4-e TAP( ANCHOR 9 E O. pl S �} II t CLASS S GLLAASSSN�,«II G(A5S LENaN OAP -47 li i 1 MX. II T -0-MAX. kNGTH 11 PANEL LEN(Tfkf WATT SEE ELEVATNM ON ( 12 ON SHEET 12 ET } ) 1 Mi.. u / 1 SEE SHEETS 16 A it FOR AWROTS ANCHOR TOE �/4'l TYPE 4X SPACING. FOR WVAUAT104 INTO �+ wool F'MAW {AInomos. KNMUM ANCH0 $Pont" AND MNItIkt _ MINNAAL Awl 6PMdND (tn) 3. ygTANcaicR.l Oan�WRU al OAJ ill DISTANCE ARE Ni SCHEDULE FCALO. LEGS TNkY IXMCAtEb ON SCHEDULE REDUCE ANCHOR SPAf1N6 3 Of MULSPLYNO SPACING SMAwY ON 6CHRDULE BY TIE rouvo G FACTORS. NOR THIS OPERATOR TO BE PCt9slBLi, REDUCED SPACING MANED USING FACTOR SMLL MDT BE LESS THAN AC4UY. RNE {EBi tDIG'ibR i t/2' 2 I}Y R35 �_..v - _.-,�.. - ®.9d kommLm SPACMG INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEOIAE _y _ _-w�._ _ .-_ 3 i/2' _ ` ram? fl - L/2 ref - 3 Y' 1 E.D,kJ L I t i i ( E.D.• E105DN1i POURED BLOCK %( I 1 1 1` MAX 7 _. ' PANE LENGTH 6 L j (SEE ELEVATION ! ON SHEET 12) I 1 1 f 6` i Y I WW 4• Ms. wl2IA,xlr TAPGON E4 t ,. 1.,^i/4"e , ,...._ I••-IEIIAIJ6(+�4D` Ns. •7R 17N1'"Dfi. TAPCON ....._L/1Y ANCHOR 9 9" D.C. - 1l4CYIOR 9 B" O.C. _F gq0055TTiNG POURED CONCRETE OR CREEE OLACK REOUItED. O RERP HELS O U EAktiTNG POURED CONCRETE OR .-(hNCRLiE 6€OCK REOU!RE , EC SAAA PANEL WALL MOUNTINGS InttlFAher._ - SI:ALE 318+1' CODE 1NMLL&Tj0hj DETAILS FO PANE INTO WOOD STRUCTURES ER t. --Do HEADER RR£D ."REQUIREDHEAD Ili f4Y TAPCON i? 1 4'a iiPCON 9" o.C. - I ANCHOR 0 9' O,C. $x f}f#{ I` 1I+' 1/2 7/4'Mill li W. f JrTIU 9 j _(( 1/4tffiei• f EXRTL'Kt„_jl L 1/8W»$5c}" it ! O t '9. MAX. �1 11 ___&.-._.. _._ _._ 'f." NHS. ______._. PANEL LENGTH !! # - 4 PANEL LENGTH R"^3"7 a (SEE ELEVATION 9 i K EIT 12) r _ ( ON SHUT Y ENT z n t ) .- ..... OH SWEET i .._ - 1 Oft 1(`'c.Tii fiGdih�TSldStO ! _{' ` PMilifON-. E `• 1 D 91 , L ): j Ll2 { ...,y era.' { w � I, 2'14WO3..4_- �' I c 214` 1T0 PLATE - PLATE REQUIRED I { A � __i/4'W PANk.MA1E PLUS ��...iJe`6 PANEW7E PLUS ANCI OR If2D.C.9 12 1f2. OC.ANCHOR er ;AW j�.TERNATIYE R �.REf`t it !R PiIIiFI GC ��$XFYE��'��L 11 11 iiki#ANrt WALLCALE 3/8-1- G5 3A: EN4p .. " x O. 44167 x FLORIDA BUILDING CODE Him High Velocity HurTiDone Zone) ��nHa-e 43A[Ai.ah - �' • • mm 4i3ECa, Ill 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. _••. STATE OF • 4y4i DAw,rN DESIGN PRESSURE RATINGS (p, f) AND PANEL A'i •• f --� i .......". LENGTHS As PER ELEVATION Cis SHEET 12 •,A 4 tnR IL NC.O LNe. GLQBAI PROTECTtOIi PRODUCTS TLC. � �,T f/Q f 4 46. sW. 6t 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD L,� Yml N9 mwpANr 14 � 4//NNItAeM1eN1A '/.." �>�2"� M 36 M ��• 0, �u 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC v."r„„�p(aee°Rj :�w�io DENSITY OF 0,55 OR EQUAL 4>mt m-+1 PxW1Ee {A3A}6�-16HN, FAN: (Na414a-67a7 .m 4.-000671N lX1A1. NP PE 96AlfSKiLaTUt@'J6KFE *ALTER A 1&UI b., PE a-ew lte. , 7 SiwET i6 or iN 4_0 N C_ U) M N �--A U N O C .0 C:;) M 0- Q) (Q O (n O O Q C 6 O O LL L� O - /�S'� V \ •� N i O O L F _0 - 'IL^U VJ Q E Z r� w J -+--R v 0 L_ 0_ 0 CL Cl MM W LU a z z Q J a SHEET NO. SH 1.4, EZi/18, Elf W/18 ANCHORS -- (SEE SECTION EZh k ALTERNATIVE EZ1W ON SHEET (#)(SEE NOTE 2) -0. STONE , b Y% 2) f,6Cht Edit 3f t6 r ALUMINI,tts O O OG s ! , (PROvITHED :" 1i I 77nl LRIM PANE"LQ TO 8E INSTALLED A?' EACH OPEiiiNG SHALL A"LWAI'S 9E WJ REAR' HANDLETO FACILITATE INSTALLATION it' INTENDED INSEALLE@ FRONTINSIOE OF STRUCTURE1 ARBE I i 7..� jj �INTERKYR PANEL) INTERIOR PANEL) I i (ENO PANEL) i _- (j NOES 2. Ir d ! I f E j i' t I e *�... I - 1 All I i * Sox � (INTERIOR PANEL) � .)_., - Or 'L (11 pEt7NmON OF131ES.O, E-Z NANG 5TORM PANEL SYSTEM l E (END PAWL) � M1X' CONSISTING OF PANEL +Clink. 'TRACKS TOP & BOTTOM,SEE SCENOTES 2. 3, 4 . 1 I ty p -V (,2) END PANELS SHAU ALWAYS BE C4E PRO0 TO BOTTOM TRACK I. MAX Of'HF"'RW15E A STOP BAR (�-SHALT BE AT TOP OF SIJCrI { 1 Y PANEL LENGDi PANELS. ` 1 (� # _ a >- ao.Q o-a.r [j (3) IF f..NO PANELS ARE CONNECTED TO BInl7M TRACK, CONNECTION 1 I i 1 I I jjjj _kSECTIONS SHALL CONSIST OF 1/4"m-2Ox3/4' M.S. W/ ;/B% 103x` WING I Ix D PANELS W/ T/4f 24,I- ! aratTSW,/a 0 FA OVEaaM AS APPLICABLE) ' NUT OR 1/A"0X,3/4' Min. THUMBSCREW INTO TAPPED BOTTOM I TRACK. U0;TZIYOF FASTENERS MAY BE AT EFFHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. `....k i i. i 1Y_._i__L) Sby - -.__..._,,.A, Of 1 : (4). IN CASE THAT END PANELS ARE NOT CONNECT;'D ?0 BOTTOM C,�[ 1 -� I.. + .I 1... �I I --) -. 1 T--- T' -' --,- MAX. I�I�I, TRACK (I.a. A STOP BAN IS ONLY USED AT TOP) AT LEAST TWO PANELS SN,N.!_ BE CONNECTED TO BOTTOM TRACK USING SPECS I f Y i # I I _ P q, If J -1_1:-*„ J_1L1-...d.,1, LJ.,.(11<:L�_d_LS-J.�1d;..L_f.--1-_,l..S._f-1 ! INDICATED ON NOTE (3} ABOVE. IN SUCH CASE, CONNECTION OP ..! PANELS i0 BOTTOM TR. MAY 6CCUR AT ANY Pam' LOCATION, Maz I- ( 1 /ra.'s "" � )-1 --- STY NOTE 4---- I , S. :SEE t° Mon - t INSTALLATIONS ONLY VAUD FOR WINO. ANCI`OR6 SPEED UP TO 170 m-pm. SEtNON En h ALTERNATNNE MW ON SFgFi;a' - ._.....,_. _..�. ... __..,.,..... Eg1 /18, EZ1 W/18 TYPICALO00 E—Z HANQP L, dal (t) SCALE: 3/32"=1" ' 2.8e7'(MIN. 04RAP MOx. W it 4. fl MM CAP 5ECION A- ;� lt�'!r SCALE: 3 32"=1" a D D il(xD fi FLORiDA BUiLD1NG arpOE Non t11.- h Vefocit 1lurrtocne 2ana. 24 GAGE GALVAPIM STEEL STORM PANEL,: FTATE w ir. EGC�two€. LOBAL PROTECTION PRODUCTS, LLC. r 31at420-175 -]A.', rAx.E,y,-qy W'NATt ,/OAlt -.mx A MUT ° aN ve.,af M I WNSEW �iRi'1 +.T eF Ix H1eTM ENG,I JJEERING ENi3INE:ERINC•3 EXPReai3e PRODUCT EVALUATION REPORT September16,2020 Application Number, t7f168.9 - R2 EX Project Number; 20-31543 Product Manufacturer, All Amorican Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 249a Galvanized Steel Storm Panels Large Missile' Impact Resistant Scope of Evaluation. This Product Evaluation Report is: being issued in accordance With the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20-3,005. FA.C„ for statewide acceptance per Method 1(d), The product noted above has been tested and/or evaluated as sum Nrdzed herein to show compliance with the Building Code Seventh Edition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code. fie-evaluallon of this product shall be required following padineM Ftorids Building Code modificationsor revisions. Substantiating Data: • PRODUCT EVALUATION DOCkljl()„EfM FX drawing #20.31543 titled 124ga Galvanized Steel Storm Panels (HVI4Z It NIxn_H 1MZ)", thee% 1-6, prepared by Engineering Express, signed & selated by Frank Bennardp, P.E. is an integral part of this Evaluation Report. TESTREPORTS Uniform static structural performance has been tested in accordance with TAS202 test standards per test report(s) OBT-ASG-17-001 by Blacilwater Testing, Inc. Large missile impact resistance and cyclic loading Performance has been bested In accordance with TAS 201 and TAS 203 test standards per test report(s) #17-001 by Blaclovater Testing. Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural englneating calculations haft been prepared which evaluate the pToduct baud an comparative and/or rational analysis to quality the following design Othello: 1_ Maximum Allowable Spans 2, Minimum Allowable Spans 3. Minimum Glass Separation 4, Anchor Spacing 160 SW 12"" AVENUE SUITE 106, DEERFIELD BEACH,FLORfoA. 33442 (954) 354-0660 1(866) 396-9999 TEAHOEnGiNEERING ExPRE55, CDN ENG1N££RINGExFx E95.LDM ENGINEERING Page 2 of 2 All ;+Anferican Shutters acid Glass - 24ga Galvanized Sleet Storm Panels No 33% increase In allowable stress has been used in the design pf this.. product_ Separation from glazing is not required for Insiallahons. outside of wind zone 4 and essential facipfies. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously Wed test repod(s); and fs accounted M in the ongineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated In the span schedule{s) on the respective Product Evaluation Document (I,e, onglnaedng drawing), Installation This product shall N Installed in strict compliance with Its respective Product Evaluation Document (i o- engineering drawing), along with all components noted therein, Product components shall be of the material specified In that product's respective Product Evaluation Docurnent (i.e. engineering drawing). Limitations & Conditions of Use., Use of this product shall be in strict accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted herein All supporting host structures shelf be designed to rosist ail superimposed Wads and shall be of a material Wed in this product's respective anchor schadule. How structure conditions which are not accounted lot In this product's respective anchor schedule shad be designed for on a site -specific basis by a registered professlonafengineer. AI components Which are permanently installed shell be protected against corrosion,contamination, and I mpo wit perms tiY pr acted g other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ), Respe tC3illy, E4.1� Q`-'' A-Yc if4Smnr1-' Frank Berinarda, PE ENGINEERING EXPRESS'"' 4JIF0046549 I Cell Auth. 9885 360 SW sit" AVENUE STTTE 106, DEERFIELD BEACH, RoRtOA 33442 (954) 354-0660 1 (866) 396-9999 TEAM @EMGMEERINGEx PRESS.COM ENGINEERINGE%pRESS..GOM rtt nN^. a, tlUip F.sTMig k-ILL ",kFl: � � z:r ale tsv e :_ •u or . rr" �..,•..�^-a. FrGagA U i, -CL R^i'iV.. r �� ?rl. S• ! -: � � lTF R,Y-,'tt '%'f9"ER'i 3 !'4 F$ YyQF ., 'z i J'IflJ tl CUN41YI't x b t x., 'N N 4' Y A ti r" I I»H wo4i T x- Ire-.rr.,,, , x .� "� i : F •� T- a � (e t, ti B as -,ail -1: -. �• 4tl Hs- L'.W r 1 I - K e r K _ I Y - M TA •rl l^ ,�. 1 ^� g , :H k rr W i rvr " w GP`x p w u KP -xr1' s Z Eh �y UI S M L7 - e "1 /j CCN i" F U cN H w+: r ° � T:EXrRI - ALTE I = bn1l - �3A _GULL ,. .. ND➢M,iN,.c,nN3 14 Ili ya �q a r� aw,. c mt rvrF r F .I-rr If1 �-14L L„ Y DWI 5T 1.'❑11 1, "V=s Y n ,EF..F N.. <CILING/nOOA NaUNr 9[LT10N '. r -Et- rY �WII IIf I'II M.11111,-t,,lnn 41114� L4 T � Z�eV M�� - I`lIIJC I!.C. .3 t E -11- r^I _wl1 (} WALL ¢1Whlr$ELTIDH LI '1 "1111tV C Md ` L� aH IYJ.1:;i1" Z ,-� jib _ J.l.r.. rlt. a. : r#f+ rM^ .�.r yE M r VPE.1 •I,.:,..iW.r{. �' •-yUr_ J=..�1JV LJc tIUJ..Ii -. �If� I ILr vti. r`l'I._IS.L NP. !N r .-_-, r 1 ri-=LLer.=-., - r'r�m>-' ryraT:r C_3 N '' ;NC r"TY+L i.'-_ITP.' .TI,`H4 IN 2>.`] IVnLMAM UM1kY:: r Ffel'- Ci: � W -F r ,."-.4I+IHH:. z ,' 'Ii IE �.5L` IW A_ , Ya t•W Ir. „wJ-a.�,Tyr J tl I [tr LIWW 3Y4L - J a c x 1.' g a. G n 7:S 1 n 2 I - f.P, 3�` '" Luny CLIP l,r _ L..:.E 1 - ;rur-on r:. la � r�F _ I E h.i'•.Jt d I '-r.-1ro'r la LrF, P eN lu nonTeEle 7N44t 1Exaxmo - r+arz •: Irr- r✓ 'F r T 'r.•r:rrl`rin`,:` 20-13S543 t^ FARE 000tiPrieNe. E - f:�.,��FSIGNAL=1bP/,F4TfDM GLe}5}1.NF.❑SAIL b I t 1 ttJ,.WAr 61r-L � q ]E fr V ,IyN w = L s -1' rry t. u. Nr.Ir rt urlN La/N.5Pt1aN1 M['11,tl1 4Ft I fld INSTALLADON 12EIAILS FOR SERIES- 200Q E Z HAND S ORS PANEL C�1 T T 1, t r 1 .';,. NG POUREO �RESE �OR -`` � f t A"e TAAcaaa ' FRET '0=9 "`� .i}` ANCHOR* 12REQU' D.G F T.; xf tAN1' hlE)t HFAD TETC WOOD affJy-TER i f p 11x1 ..HEX HIM TM j '1 1/4'A TAPCf1Ei _ :y I / .r's ANCHOR O f2' O.C. .,,., '�; SCREW Q A' FROM REQUXIM •r i f SCREW O 4 FROM ,... ry EDGE OF 1 1 ) I "- i % : _-.3f 71 EDGE. Of `! 1/2' , i/4Y-2W,1- - [1�1.75W 11 ,.2/2. O9¢AiR .,. _m I, if 1 I E7HSIISK2 d c I 5/76b ExIS}!Ns x SEPARATIOt+I-- I 3/tG1 GfASS y ALUMINUM POP I ALUMINuu POP ._f j� RIVET p RIVET It I I R..r_ _..µ- PANEL WX MAX A _ a, LENGTH �' I GV�r't _�... _ __.�._.-_'_.__j PANEL LENGTH t' ,r�� C 1 I 1 I- Mln u 'St..P.ARAIL . 1q) i p--SEi+A4FATNJN.,� i ._..S/4'tlk AY 50% I 'TN OF 1' i,�J TO CUSS. N i 5O'A It I UMaSCREW Of I �f✓ /�fr' i I 1 tl 1 "e TACAN ANCHOR Trl I 1/s'► TMWN - 1 I7 2"94" WOOS ANCHOR O 12' O.C. f 'CDNGREi£ OED R REQUIRES ' r CONCRETE BLOCK - REOUIRED. WALL JdOUtMNQ J7.tA4Sld �ECTI iN JZI SCALE 3/8=1" SCALE 3/BSCALE -l' r� 5 EN $ ? FLORIDA BUII.0)NG CODE (Non High Velocity No rtcope Zona) E*WN. PANEL LENGTFI O, 44S z sum t'IMM xc,. 24 GAGE G1U-V14NfZE0 STEEL STORM PANELrl'.L BE 2'-6`nRan3Wr- INSTa4LLATION ARE ONLY VALID .FOR MAX. A.S.6_ DESIGNALL Pr1 /amP PRESStIRE RATING +/- 40;0 P.s.f. AND ®"-0" MAST 14'. STATE t) �/�L+1' �+PRODUCTS, PANEL LENGTH. !f L. Ili r INC.�rL tL PROTECT PR UCTS, LLC. ascc 2. FOR NEW WOODY FRAME CONSTIRUOTK)N; WOOD '.�� *. "' .003 . - 4 1rw t ERINo cowArn .ex 1r.X. at s I 'ng D.Wr•n. auu 2ii--i73 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC*4 `''tCi'd•L- 1*�} H,Y (.6-Ma0.0n,7 DENSITY OF OM OR EQUAL, ! Ai7 cA-OW6712 raa3brNIR1 40140 AY 7r y%wp o or F, f&. 4419X ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZEDSTEEL STORM PANELS �HVHZ & NON-HVHZ) QOTTOM MOUNT ICDNNTYPE A. - REg1O) 'L.. D:391 T< MAY AT BED a BOTTOMi TYPICAL VERTICAL MOUNT. ELEVATION '1 N.T S, ELEVATDON '� �BSTfitJCTIDN P (LDCAllll MAY VARY) >- TOP.MOUM _._ .._. (ASORQo1E I30170M MOUNT (CONN— (SPANS LOW' I TrPE AS REO fr) DHSTRUCTIDN) PANELS MAY, ITWIEDHDT2Sw (tiTNaLECF N1Cb1NCX6 AND Gb NPRCV3DFD 1GNUTS FASTPNEk@AriCHORS,AAE _CHI SPANS ABOVE 8 BELOIV bBSTRUCTit)I•I, OVERIAP5 @ MIDSPAN i a,pFRQRRIATE SPAN TAB VERTICAL MOUNT ELEVATI.ON 2 NOTCHEa PANELS 1 NTS,.. ELEVATION- ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE; 24G U a GE PANELS USTORM- SEPARATION ROM MINIMUM PAN L E SFPARA Nf GLASS I/VH WINDZONE4& ESSENTIM EAOI ITIES ---------- MAXIMUM,._ ..,..-...>.. _ _-,.-n.._ , .. ,.. ._.... .. iI RESIGN {6PSw PRESSURE AA lmI THAES4 N N,Ut10N9A A1,10ABOVErRADE 1HAN3a'ABOVECfl DE (Psq -0e��:Y3Q.Qlo I- _ sa n 2.161, e / l3e.0 kn _ _ SO6 in L16.n +/A5 130;0 fY 646 In S.lean «1-5t7 13O.0 t n /_#G I i,rc a".. OB 63tt Ht L 6 I ern".. •ax a. RSCHEDULE NO S AN ES' T 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD S PANR FASTENER. SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEI. t SPAN. SCHEDULE 75 ACCEPTABLE FOR USE WITH POSITIVE LOADS, LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. - 2. 'PANEL FASTENERS" ARE STUDS USED fN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('F-TRACKSTUDDED °DNEANGLE,.'.E:.rC.}. USE 6. XS' O,e.'PANEL FASTENER SPACTNABLE VALUES FOR DR AilN"- AND" .HEADERS (INCLUDING BUILD OUT CONDITIONS), 3 EA INTERPOLATION BETWEEN Lna R I HERWISE UEXTH LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: it MTEii SPAN PO LOAr7 TO DETERMINE 'J A T M THE'OPENIN MINIMUM ALLOW. 8LE SEPARATION FROM THE OPENING O BE PROTECTED U5 SEPARATION 2, SCHEDULE IS REQUIRED FOR USE WITH POSTT[VE LOADS ONLY WTM CNTERfiOLATtON BETWEEN LOAM YS.ACCEPrABLE, OTHERWISE UST€.Nnd HIGHER f [nM' LOAD, F N tt F HZ AN OUTSIDE OF r3 TIAL 3. OR T W INS O THE aH O OUTS. SN N AST F A S THROUGH T SEPARATION ACILTTLE-TN y"T'RWING ZONES ZONES i 14,E S itum43. T SCHEDULE 15 ND'r REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 R - IRED,. - ' FRA7fk F, ROD FE t PELW S+IpC13 9685 -: MAXIMUM ALLOWABLE gL!_�a.- Q1 SIGN PRESSURES: .,... AS NOTED IN DESIGN DESIGN NOTES: �, �p PQS#7tyE AND NEGATh+f DF,SSGN PRESSUREa CALCULATED FDR LISE WtTH''TNiB5r5tEM'SMALL BE DETERMINED 'SEPARATE ENG IN - No IN,ACCORDANCE WITH THE GO,VER�EaNG CODp�_RESSURE REQUIREMENTS AS gETEkMINED ItVACCDRFSA:NDE V3)IM45CE 7AND CHARTER o x,t •LLgj� m -u 1$O9 OF THE PLOPiPDOA�BmUTyiUING COD<iALL $f LESSTHAN D SIGN W I• 7 <' PRESSURE CAPACrry vaLUES LISTED HE, NEDR ANY AS EMSLY AS 5NQ,Jd 1. ,, s m SHALL BE F(,BRICATED IN 3YDA6UILD3El0 CODE toEAFSNEIIVHa, PT DR bHALL INYEST[GATE YMMAy ALQ 7EMAV l+ � 'W Ill t5 W OAS BEEN USED IN THE R IALI i eFtAti: al°AEs'Po/NskeLr' - eTHffi.DES[Gii WHICH U pR G SHALLaE REQ IRE[) T{l PANS C NTPSryED .d= �. gg}} .LL >AIC Dhip lA7Id1lSAS � � � I noES Aar PI}pvt❑E W. IT1ON5 ❑IFFEKENT AQM 'INEEROR-REGISTERED QI LLI ` �'• 01 05 is FOR USE IN �,�, ON44A%IMUM TES70 y" RADe 3 UNLESS NOTED ORDTHERWI9E 3 (4y Y WITH ", ECIFICATIDNS UNINUH ASSOCIATION, CAL ES COO V a Dz4' s'ntuLTURAt<onAlry L'Y: AL MIN UM ALLOY. - S-181 MAY' HE iN__ I`A_OoAi .et[J SMAY BEMOUNTEDVERTICALLY OR. )NDTHAT IMHtT (I) lAO EL VISIT ECALC.161315:8 jmal I bum -I F ftal �,FI [..JI T n { �:•i1 rA6rl e'16INE�tiNaEXrRessc6'M'6rbRE i �'7 rrncaA+anlaNA�ewna,�'rlmnsxEwLlic� �Illll MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) - - - - - TOP MOUNT IS fl A N Alf BI R s � - "t" i".. Xda' 23 z _d 2S". 2- '34` ?A" S" -"LP r Hexd4 10' V 27' 24' i 2Y 2B' G" 24', 23' ZITartiteoul 6 ax 2a 8 N" H. Oar tf' D` P ?3" 2a" 2S 2T 2l p" 2C 23" YG' RaF - w ' D W1 "F r ikbsA T 2 r' e 24' -�' AB" 9a" 2a' 4B'30' 3A'23"" Air31" 53" k k T3twk 24" T^ 5p" Sr: ear` 9O' 0 S tidAn a KM' "...22° 22 It^ -2a^ ale"' 9'1" 2a' 7t" t' 0 Owst rAawtt 24' 2 4" 28". JO" 48" lid" 2a' 48" 24" 49° �' 63' "FF sad M O" ff tF 23" W ZP 2P G' 4' ZT 2a'. " Aa W T^rslc 24 B Stud I 5NirAataa :S' 23" 17" 9R" S t" 1 " t. 3fr' t T" 33" D' r,rcic 2Nr' 2a" ?a' OY SB` S. 3S' �mpNS fi 13'� fJA 4017GM. P..— L6NG*P':4J4'a5'f14N tiM)SE NDt'Ga iN Td&t A9b•JE ARf 1a37 2- SEP 4. NO w"OlI ITING cM 26ASS Ir+aFgVtN%L WMEN.[ANEc YPNGi1e 45 eAEA7EA THAN THAT Na1'E@ rGa 1 CStidtNa leave: a%KCI'74=ax5UM raj noN S 5315E QIx6Ck1B A£ I FGA ALL ItrAur ,T411x "I'm O wnEAY SUE L-tf. oo"AENA3 W & k aU AM01th A5.55HAtS 4 'P uA!o Wn R D4NriNG C'4N@meNS i €" AISN FItIlN Q. l PER i3ET Il , r4s J DDU' , 4EQW 4 LAell!. ➢ TG 1H'2 Wnrn tlN WRk19VT t"SOt,tS ANHdi F,ANE eafl[M:WZ,'i+RANp. aP%. E5 Pn 5r"r J 9f 9+ f � P 5, PENWl 94r AS1Y 3 Q# 9G AME U7 4HaianY9P nq GR,2WJNU5 LPx 3fYdND 1RTat1lt sur.Pm 5MIN TNE9E . yM1tF4` OPTIONAL INTERIOR. FASTENING ^ DETAIL tl ,1 T ANr1 Ai d[ENe O E>VL£SY Wxny,a ,3 OPTIONAL EGRESS PANEL DETAIL �✓ LAVE.." FASTENING 0 2,256°: OA94" _I-2se6 a750"` z� z32 3. yr, yeti a.t,' --6.d94" dre794" .. L 5" ON . io 06 094" '§�� R 2 £1. III GA _$ 5'r ,61Z C1.12v ,fD , N TYR �In' TYP ' "o $ .0B2 193D" I,Ax1" A6Zp 3754 rv,D62° TQ:1�5" # 1 jlN " l— o �- ...l- IYPRadaoR zr2D" ._. . A7! 5I-P =Ci - RE: AN Q L.. 1r1F3d" nM"HEAStEB aW1n'-Hur-U"HEA❑FR e� AN ❑5U "=,... ,. I�yTB�S � �— � -�SNN OLE "t W N U L-,. a HEAH ra S.SL 1.56E"h- --1 . 3.301 k MAX 3; 0,313" L %t)" .7 Slo" 80"M ` 5' b37b"' a4ggl 11376" y z - It" :.,-fi35 a. 0Nic. L,Op7". R8'. D a. �:Q,B$fi 1z.5[ln PANEL GOYERAG , ,. 14.B7S" PANEL LE - (LEG. ('-U 545". Yf..S a:156" tie ck teOaMNEI T�^, ❑nEcrwN D,C9C° '(- D.09P'• _ NAYBE T— ,Z151. ao", ..3b5"-.�P, I••-]-1 tl 0.090'�xn 0.215°90.Y35, Ut. TYP 2.00d.:.--6,74D" �f � n SUILD OUT "'r. TXACK ,.�.^ p .F. 1 P, TRACK RO90' „ j''EW65HERE❑'NNDMUT 0,957 J A N bollB .�GIS_ '-a [T.AMAti 3 AiLQYi / KEYMCLE ER Q 376 O 91492" a 777 LEc IIIn[CileN F' ANCIE - `kM( 1EEXTE,3DED11 1.Oa6° VERIRP 1 (.'., CDH/AERCLDSURE DETAIL 1 25" MAX, ✓' Case"]-' MAC, -iN rr -'• ker�^}u+ y. BUILD -OUT Ib4 YAI ',YAI l MUlFly l' [ : NRr IIr I. DI STANCE ,n ; - 1 ay CnI"i OVERLAP YT•.u�ilz».x IW 3„82D 3d , MAX 25" MAX: ) 1_SDj1" I✓y .+ t MIN. tF LJ"JS,+R (.'Vk ILS Tt ld,f- r ("t.Cr51{IIERf18SUlIE [YETPSI � ix°A*kll -Fl£__.,F�ry}.` EI'+IEED y6l rrs+,PAL3UNt CIASUkETrkTASL rrn ar..r. N r.6 ANCHOR SPACING SCHEDULE: 24 GAiIGE RAVELS, PANEL FASTENERS 4 ME GO 2.5" EDGE D15TAttICL `_h - 'a Max of_sxax. ANLxtlR' PRESSIa9E TYPE PNf ;. aPh -UPTo B'-64 N 'SPAN TQ W-e 'SP PM1 "AN 0TG LONG TYPE C CA •lid $. C3 tCOxtl TYPE CS C C4 C2 @ LOXX TYPE C2 C3 04 I & 1 i:3 DEYfAYT UL- Drl PA 44 R 1 12;5 35014:7°' 9'9 12.5 ]6R 1,@,2 (,Is"12, 5'" 16 D STY ,1 123 16 G 11 e, a 0 12,s" 1 6 ➢ E. x S: 1z, Y' IiLD s a SS=' 12.S 12:5 3Ii [P Sb 1" IsZ. 53" S a 6 1 1 5' 2, i2.i':ISH 1 ❑ E B,L' al' S. 'a $.. 3d 6 .?. 7 i 1 3 ED 1ED ei SA 5 N 4 2.S I66 1", 5 115 :60' H.1' 3L5' 16D al 5 fU :I r1'.IM1 T. 33 f JI 11 DENALI U LiRgCON 41 1 ! 4e 52 12 -:5 11, © i -"Y i6 5 A 6 0°=,12 5 ]&❑ 5 L tl 12 H Iz.6' 73 1ST ❑ ¢ P.:" 1 ,7 1 � 2, 16ra' 16 " D 134 12.s' ' n lb Y 7-1 . 4rE 2 5' 1 , 16D A ]2 R 6"_ u:5 Loa 14 Y'11 3" Szs - ❑ '1ST ix9' s:' A l�s' ic➢ ila' s5,. 2;5 I a 73a^r] 7' iz'S' Sx H' 11.H 9.E SY$ 76 FF Si.,4' .7 12 ! 1601 i e" 1, AST' 1 . V x 16 r]' AY4 S 5' , S" tz. t Q a L 3I, P ,V O I Yrl kMK + 33 i q qLL iUtNS53Q-41D SET' �i.Nxv 1•"il 41 48 91 `ram 72 12, s i ff SHn o ]fi n Y25 I.ii,b „ 1yT .a „ Iz5 „ Se➢ 54D i1:9. 129 i5 b' 16.0" i$6' 'l2 5' d,n 12.H i I7p 12 5'" 1f.V. 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LLCONFO TO C9p'' Lt7Cif, L OCIR M HALL LTA RM SME - s E MWiMUM EMaEDMEN7 SHALL DF AfiNDT®IN ANCHOR SCHEDULE, 7 MaN1MUM EMBED F3NT ND EDGE OISTR CE E�CW DES 5T Cr3 FOA B AND GTHER W LL M A W UC M RI A FI NI6HEc WALL FINISHE55HALL BE wM]TEI1TD Lj¢ MAY.'00.5HALL BE yERIFIED eY LNTHC-RS TO ADEI�iATELY TR ANSFHt L0t4D5 TO HOST STRUCTURE CONCRETE ANCHORS NOTED HERUM SHALL BE EMBEDDED TO UN -CRACKED CCJNCRETE ONLY. 9, : .', -r�Ell? f, TNATF ENE �AREINTCIADQUATeWQODFFl4MLNG EMBERS�rvC7PLTNiOD, FASTENING IN G TOI�YW06JSACCEPTABLEONLYFORSiIEGLOSUiEP1ECEE. SD 'WHERE ANCHORS FASTS TONAiRFACE OF STUD FRAMING FASTENERSHALL BE LOCATEDIN CEMER OF NOMINAL 2"X4"(MIN) WOOD 5TU D( EDGE DISTANCEIS ACCEPTABLE FOR WOOD FRAMING) WOOD STUD -SHALL BE 'SCIJ NERN PINE' G=fa 55 OR GREATER DENSITY-, LAG SCREW SHALHAVE PHILLIPS PAN HEAD ORHEX HEAD, 11 REMOVAELE ANCHORS ARE DEWALT PANELMATE•.ALL-POHJTS SOUID-5ET a BRASS IWSH945 MACHINE SCREWS SHALL HAVE Ip-MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND -MAY HAVE EITHER A PAN HEAD, TRESS HERO. OR WAFER HEAD (SIDEWALK BOI_TJ ILNiS)- 13 MYNIMUM 13+1BEDMENT ANTI EDGE DI5TAN,CE EILCLU'I, S_UCCCS $?R OTHER WALL FINISHES. _4 ®DFSLGNATES ANCHDRL'Y.)NOIfION5 WH(CH ARE NOT ACCEPTABLEIIBES. 45 * DIRECT MOUNTING CONDITIONS. L6 SNEARINTERPOLATION 15 NOT PERMITTED FDa USE W17H THE ANCHOR SCHEDULE5 usTED ON THIS SHEET. =, ^W W c N _ +� U O� Q O .� U —0 N �— U O M O O W O C5 LL O cu .� O L Q S IL V ,-0 ._ �C ,vi a) q_ Q Q Z Z W J u CIO -I.., L. (1) ACD C_ _4__j O L I_ U C0L 0— U W �/A) M W LLJ C G Z�. 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