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HomeMy WebLinkAbout6617 Bar S Bar TrlRer,EN nus 29 za 3 0 Lr Lr e v c i c c Lr M c I c� n S a Q Lr Lr Iq V c S L Q c c C Lr. Cr r. C, c C, Lc: U -C L a c 3 F a C, c cN C E rr C C a U a c E L C v .a E a .0 a 2 a U. c c A C, c rr; n a c c a c� CN C. a c Cr. a c v INDEX OF DRAWINGS 12 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 SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room -- S4 ----------- DETAILS ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner ADJ or ADJ. Adjustable FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry RAD or Rad. RAG or Rag. Radius Return Air Grill S5 DETAILS T SS RETROFIT DETAILS AFF orA.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed - ��� 1 s AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate FR DR French Door FRT Front RECEPT REF or Ref. Receptacle Refrigerator — D1 SECTIONS &DETAILS WP WATERPROOFING DETAILS BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf FT or Ft. Foot/Feet FTG or Ftg. Footing FXD GL Fixed Glass REINF REQD or Req'd. RM or Rm. Reinforcing Required Room _. y ,i PA1.0 PRODUCT APPROVAL NUMBERS ' BLK or BLK. Block BLW or BLW. Below GALV or Galy. Galvanized GC or G.C. General Contractor RND or Rnd. RO or R.O. Round Rough Opening — — — - — — — PA1.1 PRODUCT APPROVAL NUMBERS -- PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf - BOT or Bot. Bottom BP or B.P. Bypass (door) GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. SGD Smoke Detector Sliding Glass Door - SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling HDRorHdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation SHT SHWR or Shwr. SL or S.L. SPECS or SPECS. SPF or S.P.F. SQ FT or SF or S.F. SQ or Sq. Sheet Shower Side Lights Specifications Spruce Pine Fir Square Foot (feet) Square [71 FF-71 FF 77 F I FE71 FF 7-1LJ a D� D � FE7� FD7 SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL _-. --__-- --- COL or Col. Column COMM or Comm. Community INT or Int. Interior K/WALL or K/Wall Kneewall STO Storage 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 CONT or Cont. Continuous LAUN or Laun. Laundry LAV or Lay. Lavatory TB TEMP or Temp. Towel Bar Temperedp 7L] CT or C.T. Ceramic Tile Lf or L.F. Linear Ft. THIKN or Thik'n. Thicken -- D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry --- - -- - -- ----- DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate D F Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical -- DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Oth wise --- -- ---- 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 MEAN ROOF 15 FT. HIGH TYPICAL DVPorD.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VLorV.L. Versalam DIN or D.W. Dishwasher OPNGorOpn'g. Opening VTR orVTE Vent through Roof/Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES ELECorElec. Electrical ELEV or Elev. Elevation EQ Equal PC Pull Chain PED or Ped. Pedestal PH Phone W/orw/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (taiiat) ' EWorE.W. Each Way EXP or Exp. Expansion EXTorExt. Exterior FBC Florida Building Code FDN or Fdn. Foundation PKTorPkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Plt. Ht. Plate Height WDorwd WDWHDR or WDW. HDR. WHorW.H. WIC or W.I.C. WM or W.M. Wood Window Header Water Heater Walk-in Closet Wall Mounted (plumbing fixture) THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) CODE REFERENCES ARE SUMMARIES FIN Finished FIN FLR orFForFin. Flr. Finished Floor PT or P.T. Pressure Treated PWorP.W. Pre -wire WS WWF Water Softener Welded Wire Fabric (Mesh) OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION, DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors 08-20-15 1.0 NEW BASE PLAN of these d is the intent that listed in the providing 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 12-8-15 2.0 ADDED VAULT. C LG 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 12-2 8-17 3.0 2 017 F B C UPDATES 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 02-21-18 4.0 ADDED G RADE BEAM 150 MPH ENG. the information found these plans should be directed 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. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH Payments will be made in accordance to the terms of the agreement. 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 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 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 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 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3- PER C.M. the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and EOR has no duty to �� protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 12-19-20 5.0 F B C 2020 CODE UPDATE vandalismtrespass, 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 06-14-21 5.1 H VAC DOOR TO 2652 PER C.M. 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. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 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 1941 A 1 1 KLM 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. Q�s_Q 0 c,,m Lo C r" Q cv:,' ii r Ci 21 L; f. �5: —W CV 0 CV G"M N "�. 0. ~r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) � W AN A111111111h a r v E o �8 �oosc - LL 0 CI , co I a> ` � to °� V')Xk W vi rn r` r LL W a V 22 M V S N fn 25 UJ 0 JV_LL, a Lu O c Z O L Co o O LU 'N NCO � O � W ' rn rnca Z IL 00 a ti N M Z 0 rn 0 QL U Z °" W W oo❑ Z N o om z o �a d J d N U)Lr) Z ! R G W V 0 C(j W U O to L.0 p c �V) U) LLJ �- E L $ mi.. VI L Qj z' (J o c W � Q �Q o - w z Cl) o p L C Q l_ O ECo Z O �� > N QN Z® H _ xo U Q o0 p U O O La a o ¢za dz �J ro m � 1 o _ c _2 U .g oz z, >C,Ow Zcn N J <w �z oo Z o Q ag Z N_W W 3 w- ¢U 2F F- C:)w �z W YY �3 2 F O J CDa F Y zl¢ 0� •° > (0 LOrn LO cm Q 0 M co 0 � Mo 00 Cr O Y m04 m QI O o N O N M Li i Q T N r ui E c (o Z cc Z :3w E O @ a_ E U � Q p� c JOB NO : 22-02395 SCALE : AS NOTED SHEET NO. C 3 3 a rn rn LO v c� a 0 0 J In 01) I N / x rn LO tl7 311 CD 0 a J m rn N 0 I L0 v a Y f-- N d F�- a E s 0 N i 2 U- E2 U i U 'o I i / 0 0 0 r N N N d 0 a cc, n" VJ-V 55'-10" 8'-6" 15'-0" VERIFY METER A LOCATION WITH 3'-0" S3 BUILDER H.B. ' I 0 36 6" DP. f 6" D ---- R&S ---- Opp- I VERIFY LOCATION F 1----------- 36 I W.H. N ELECTRICAL PANEL I I I K TYP @ INE O S4 GARAGE ' OWNER'S SUITE6�- m W.I.C. I BUILDER TO PROVIDE 2'-6" APPLIANCE PROTECTION I I I I OPENING ! ■ 8'-0" CLG. r 8'-0" CLG.r I WHEN REQUIRED PER FBC I I I I I I CL CARPET - - TILE CARPET - 2 CAR GARAGE I I - -- =u I ��, 17'-8„ T-8" i 8'-0" CLG. s„ 20' O8 I I 15"I L/8 _ - O�w o> C) w I -- _ _ 1-- 2668 I I I I I 9&68 HANSON I 11-� I 0 l l o BOX @ 36" I EDGE OF SLAB 2" I I Q I I o A.F.F. I I BEYOND WALL a I O 2 I I m rn cq 60"x36" DRYER VENT K S3 I w I I N SHOWER THRU ROO I I > I I eo G S3 - (3) 2x4 #2 SPF w/ FIBERG SS I o I I 1 o I I I ------- &S N DTT2Z @ BASE SURROUND T 0 I f 1 I I o I I TYP @ 1 STORY I PT. W OPT. D 5'-115 1 4'-0" 1 _ ��? I I 3 I/X P (31 NOTE: FINISHED I WALLS TO BE AHU i N L I I FLUSH. VERIFY IN I _ �1 to 1 1 FIELD. I I zo 0 ; ti ILE I - -- ----- L -I F K S3 (3) 2x4 #2 SPF w/ C D 3 S3 1 o0 T 28 8i DTT2Z @ BASE o ? I FAMILY R M R.A.G. CY) 2:12 VAULTED CLG. j 9'-4" CLG. iD T I CARPET. I 9'-4' -T -I-----Ia 3068 CL A L-E-, -- --17 O 1 1 NT E RY (D 0 Cn 23'-8" 3'-10" T-8" 10'-102" + 6- „ . 4., 1 8'-0" CLG. 1 HDR AT T-4" ------- j - R&S ----- 2668------- 0 --------- R&S 2668 T=� ----------- - 4'-0" 11'-78., 6'-10" N 4'-7" 8'-8" iv 5'-4" co 14'-6" 5 4„ ih c� 7,_6„ 1 5068 B.F. 1 4068 B.F. - 1 OPT. REF. o r o I --------------_- -_ - - i- BEDROOM 2 `" = N �� to z - o �___________-� 1 --`-1�' 1 PATIO CAFE o BCD --- 8'-0' CLG. BEDROOM 3 �� o _ BEDROOM 4 �W �a O Mw o VAULT. CLG. ��/ o o YV O CARPET I 8 -0 CLG. ; 1 I 8 0 CLG. o 00 Ui CARPET rn O � f� I r Q c�i U 3L -D24 IB •3 r� CARPET I _ I ILE! 2" CARPET C7 SI'Kw/ ISP to 21'-2" 2' 10'-4" 10'-4i.. 2 2'-4' I 2'-�" D.Lr-Ci �.-t 1 �i I �' 1 ao T� E -' rO� Cd I fr TYP 1 - @ in ■ C PANT Y w o .- o I o I STORY C? iIf j F cD I FIBERGLASS I A 36 3s d ,� AC PAD I ----- - O O --- 5-SH I SURROUND I , / 16" DEEP EEE HB EGRESS EGRESS o A S3 0 29'-8" 15'-10" 19'-6" 65'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20X381 187X37J S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 J X 62 z S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 J 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 271X63 26X621/2 S.H. 11-16 271X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54X38J 52JX37J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: %4"=1'-0" GPnBral Nntes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 IF +26.6 / -33.5 GO SEE SIN SHEET HC� SEE SN SHEET 14.E MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO INSULATION REQ. 23 EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) C" `�In J CD -j r 1�, L� i � <00, "ool-> LLI CV 0 CV M N N 0 °s a 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. H ti F' o E Co p C7 (O r-i# N ao � v N aC6:: I-- ra w a a L CD w rri vYi z Jww Y Z - IY 0 L O 0 W W �¢ a Z o -Ja N ClZ -J MW Z C) O U U ❑7❑ U 0 0 z N z o � J V) z a o O w o U W J f- - E `i S t 6 C) � '•• U o ¢ o C.0 w M M w 2 p S z z Q LL E o �� Q E 88WX O z Z oa CX3 XO U 06 00 O E N a o 0 z 03 • c6 GO � m0 F p CO C c OY o Zw Z a� J aw° zz v3 Q 0 Q O 4 U dz w Kg Qo S� aLL �3 o C wJ a � za o3 .o cC:) _ ;n LO m 0)LO6` QCU CM OM :3 MO � O Y U) m in T O N � -� N M Lr) r Q N T E E M O Z z E O = a E 0 0d v o c JOB NO: 22-02395 SCALE : AS NOTED SHEET NO. 1 i S Q d rn 0 v N 0 a NO 0 0 M O I N S Q d7 ec� v <Cr 0 .n rn 0 0 0 M a I u7 0 Cn 0 rn c o` 3 Q N tV N v a E E 0 v J y E2 0 U e U U .o U z y I 0 0 O a2 LZ N N a O a C) SIN N ui 0 0 Q m 0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE -1 CABINET 00 `t 0z 0z O > CV > M M M KITCHEN ISLAND KITCHEN 0 00 0 F- NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL � L TOILET PAPER HOLDER E C\1 FIN. FLR. SHWR. SHWR. CURTAIN HEAD ROD 0— TOWEL BAR IN TUB OR SHWR. n— ^ SHWR. o �_ VALVES C° SOAP = DISH O 1 LO 0 O TUB BATHROOMS, SHOWERS AND TUBS OP DOUBLE RODS I-1 SINGLE ROD CLOSETS / LAUNDRY KITCHEN 0 h BATH 2 0 M O N O i M I O F, MIRROR O i M 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 O o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE C° 0 o CABINETS 00 00 o rIN 1� 1 ^^ 2x L? T 0? FRAMING rIN - p -1 - O (0 C4 _ 1 /2" GYP N "' 71- N _ c? iv BOARD FIN. FLR. T FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"= V-0" (D O N Cn tCf f` r' CJ AYT CV CN C7 C�1 M CV N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W QO � ti v EE � O `� N 1 # "0' ;+ O # J N SO Cl J LL O w 73 - M InMoLL J a Y Q J LL Ll aIOU Z Y 0 O W t Ot W �'roNc_o c O J W��°'°' d ILW LL Z a M z LO O Cr) N Q U -j ti O U ❑❑❑ z N M o g z z o Q � J C1_ � ^ M V O 4-1 Cn LU O N W o ,) i'n U c w � r— — E — r 8 i i z CD Q N �� C� w M M o � J LL- uo zo } aR a �� w� <_�� z® z o -a) o0 04 <o 00 O< -W �W C!J <o ¢�� O. m� zF Z m m } Z �Z Z 30 �w U o w ;o CO v z¢ a 03 �O .s = LO 0 (13 0- N O j CM C O O r o U) U '^ m 00 +� T N o ¢O I LO Q N r N r E E M o z (6 Z E O N N n E U Q p JOB NO : 22-02395 SCALE : AS NOTED SHEET NO. 2 3 -v a LO v cn 0 r� 0 C) 0 --• J O) N O I N 2 !Y Q LO v N 0 0 0 O LO D7 N O I L0 v cnn O i rn c `0 3 H Q N cV O d E 0 E 0 0 v C J O V v c U N U N 'o a Z h I i 0 0 0 ti N N M N G] in 0 a cV CV O N N v 0 Q) Cn 12 5� HEEL 12 �5 d' F4 T.O.M. HDR HGT. TEXTURED o CEMENTICIOUS 9 FINISH ON C.M.U. (TYP.) 12 5� j5 Sh F.FL. — -------------------------------- N 14'-0" RIDGE VENT 12 7�5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER F30 r f MANUFACTURERS SPECIFICATIONS — 1' 0" -- -- — 1�---- F —1 FI:—:]] 171 M [E] M I F17] IF: � I 7E] 7D E I IF: 7�1 FEI E 17 1 E 7L] 3068 16070 OVERHEAD DOOR FRONT ELEVATION — Al 12 �5 SCALE: 1 /4"=1'-0" 1V-0" RIDGE VENT 4'-0" RIDGE VENT LEFT ELEVATION — Al 11 =1'-Orr SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) �— TEXTURED _ o CEMENTICIOUS 00 00 FINISH ON C.M.U. (TYP.) - - _ F.FL. REV. 09.24.21 45 ' L% v' 1'7 • L r - _ ti � _ 'LS � � v l^ s1 CV C'V O N C"M N N O fl 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 � o F„ d o EE o MU No 5 V N N CD # co C J ® •� � m inxt "; W " a N W rn r- P! J uj m y LL a 1 103 Ia JLLLL aLLJ 3: W V Z _ 0 ii� L O { W o r � O J co� W ��C-°Z; ¢ ¢ Q Z IL IL a N MZ Mtn O Z O U U Un W ❑ ❑ ❑ 0 00 z N z � Q � J � D_ U) NLu N n Z o �• V Ow In � o0 C_l N v ru fB U � w r — — E 'C Ui C � N u) O Y Q • ®� 04 N O zz Mm¢ z L.L_ Q z 0 " Y N z© ca H r6 x° �o U¢ O N a¢ Q Z o Q W W W L � N -� O `m'<w m o o zz z J a.2 � z W > � < 1 o � U mF oir 00 w co�a ¢ o 3 N O I..V L0 LO rn Q c� CM COco O O Y �\ W m Qi O N o N M Q t— N r N E w c O Z m Z E O ri u) d E U -j Q p c JOB NO : 22-02395 SCALE : AS NOTED SHEET NO. 3.1 l,. 3 S Q LO O v (/3 0 ray O M O J LO M O I N S Q rn LI) Ln v a M O M O J LO M O I N L7 LO 0 fl / G L Q GV O a E F2 0 E 2 L_. v / CD CL v vO C V N U .0 0 U z y Y i C O O U J a� r7 N N 0 0 a N cV 0 rn cV 0 0 N Q m v cn 0 00 OFFRIDGE VENT 12 — -- — — 12 SHINGLE OR TILE ROOF PER 5—=_,--� '--� - _--� 5 COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T 6'-0" -� 3'-10 Tnm1— —1 1 1 1— — —I I— — — — — — — — — — —I i— — -------- ----- — — — — — — — — — — — — — — — — — — — -0„ EXTENDED T77 nv"ouenir- rn C cc SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 4-0" RIDGE VENT E REAR ELEVATION - Al SCALE: 1/4"=1'-0" 14'-0" RIDGE VENT 1 V-0" RIDGE VENT T.O.M.--------- HDR HGT. -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ------ 1'-0" TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------ RIGHT ELEVATION - Al SCALE: 1 /4"=1'-0" REV. 09.24,21 C \l' .� v p1p- l.� FF V f, a � _ CV CV O CV M CV CV O iFF � DF i. �J �Js a,;ys 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. rA c� cD I' Oro N N 1.31# LJL G 20 0' # u W H Q z 0 v)rP LL w a (ji Q Y J LL LL a LLJ 2 Y 7L0 _ O Z co LE. O 00 W0 WZ m IL IL Z Cizri ENO N Q U U z 0" W ❑❑❑ cD z N M 0 0 z o C� Q ? J r � I In rNi z a 0 o c Lu 0 w o H (n U OQ0 win,,: S =L Q N S� O w Mm¢ MLL- o z J Q o E z o e w1 as oICU� V 4= I— XO o< �D O� O N a z coo <o a z VJ CY Uz� m� O, z ¢W cn J 3 z gz z o Q 3 oa �w W U coo < o� �= O z F =3 F O O V(O W 18 I z < o F 2 O �i�// W 'n L / U') o� m Q 0 ��- CM j MO C Cr :) 3. Y � W m '~ r O 04 N M O� LO � r N T ±_ E ,� 2 z E O a U Q O JOB NO: 22-02395 SCALE : AS NOTED SHEET NO. 3.2 3 Q rn L0 Ln ID v N C, 0 M M 0 0 J Ln Cn N O I N x Q rn LO W7 E N CD O O LA rn N O 1 N LO 0 (1 QL C O 3 Q CV 0 d d E O S 0 C C J y O V v c U i U a� i z I Y C O 0 U J a� r 0 ro N N N 0 0 a CV N N M N U _ o V) Q m 0 N 2" 1„ N N 2" N - C° VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQURED BY ^ COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OFI OPENING 2" L 1'-10" r^ iv o rIN M 32' 1 ° 1 ° 1 �-8„ 12' 1" 1" RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS 1/2" RADIUS 1" 4" �2" 12 1 1/2" RADIUS 2 1/2" RADIUS CAP --- RADIUS 1 -54 VARIES VARIES VARIES VARIES BASE _ M rM MIV - - t`71 VSIN rrN - i17 �— " co • CAP - (.0 1" 1" C0 BASE 4" 1 �, 3„ 34 4 Lily T MTV 1„ 1„ 3„ 4 I I I I iv N �� rols' rIN 3" 34„ 4„ - ML0 (") VARIES 12" 2' 2 • (V �O 24 • 12, co 3„ • *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO.Li VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2" ' 8 2 �N 1" 1'-4" - (V 1" w ; 1-1/2" THICK w > All 1-1/2" THICK Dog 2i„ 4 _ "Iv (O _ N 'kCh 3„ 4 1„ 2 � CV 101, 101, 6" N 6 2„ 2„ iv _ r rIN C7 Ch 2„ 4„ 3- 24 `la T co IN _ 3,, 1" 2" MW w F < 1-1/2" THICK 2'-4" 1,_4„ 3" 1z" Q4' N 7 IIL o 32' r�IN M 52 1'-5" 52 54„ i 2 44' VARIES VARIES 4�, 8„- oo I 32 VARIES KEYSTONE F11 0 - OPTIONAL 1 4" GARAGE DR. OPENING 4" VARIES CKJ KEYSTONE F11 OPTIONAL 3„ 3„ L3-4 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" � Rg4r„ � VARIES f2" CO oo N 1 " d' � co o � MMf _ NOTE: • FIN. SMOOTH • FOAM/ 3'-8" 4" 3'-0" 10„ 1, 4„ TO HAVE TRADITIONAL LOOK & FINISH EPS MATERIAL IS ACCEPTED 4" 10„ R70„ 3 > 14' 1'-64' 14" o (V CV > 1z' 54 2'-1" --- 1'-12" 54 T"� R�3 • co ili N iv 1 " CV� 1 , z GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH ® 3- C r (p, q�'d Cv GV O CV C`M CV CV a. L: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n W W E co O M p O Co U O 00 00 LL V 0 a m 7 Ln W 'on it LL W M M r-� o L W a rNiCD LLaY Q JLLLL a Z =Y —�Wr@tetie0mW W o L �z aa0 Z � MZ 0� SL) p N OU 0-1 Ln W ❑�❑ N th o 0 Z W NN Z Q Q Q � J n can �-1 0 0 LL 1 , w m DO g -'L/) �w N Cn C W J �-- — E S w � ci 0 y Q 0 m N C� w M M z � O Z G U- 8 E U wo ao >N z® C6 �� VO c [� C oo ?to 06 az ZH N L ¢o ¢o rw a% z Y U m2i r0 O Z z J ti O < Q W n U) d � o11Wa z� ao Q 3 . z >O o CO V w¢ Z¢ a OFU1i N O > (0 rn m 0 0— (Y) CID 0 O O c / W m < O N c) I N Ln N E W M Vl z Z E O a E c0 N ¢ cc C JOB NO : 22-02395 SCALE : AS NOTED SHEET NO. F1 v+ 3 x rn L0 LO v- 0 r4i 0 J L0 rn N O I N a rn Lo L0 V M 0 O 0 In C" M 39 I v a tR Q N N a E F2 ai 0 s v C J N ti E2 O U O 0 C N U 0 CL U i i' i ,o U J a� LZ CV cV N CV Jj 0 Cn m c ELECTRICAL SPECIFICATION 150A/200A INDOOR PANEL CENTER NOTES: •; 12" #14 copper to Ilghts 8 outlets ELECTRICAL CONTRACTOR NEMA0 AM 1 10 #12 copper to 20 amp ckts zoo p I /�� V' I AMP/ 10 #10-2 copper to WH / MUST VERIFY WITH THE f/ #10-3 copper to Dryer SPECIFICATIONS FOR THE TYPE I �QV I OF FIXTURE TO BE USED. LIGHT I I FIXTURES SHOWN ARE FOR METER SHOIN� LOCATION PURPOSES. MAIN Alu 0 200 amp 2/0 or 4/0 SER I 3° 2° 1 150 amp 3u `� UNDERGROUND isconnect �IT POWER CO. FEED q INTERSYSTEM 4 Bare Cu Ground W1 A'�'N G'I 3p 11Tp BONDING o #4 GROUNDING WIRE TERMINATION PER �1 WITH CODE APPROVED Fn1 I I� VT Q'K NEC 17, 250.94 J CLAMP PER 250.50 AND N (� 250.52 OF NEC 17. " I Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 GENERAL ELECTRICAL NOTES, NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET ' DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH _',4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �D PUSH BUTTON SWITCH (OPTIONAL) I []D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER UQ ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT, CEILING FAN W (1) PHONE LINE, (1) DATA PORT PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER UCLilklm I F-U nCl..Cr- 1 /1l.LC FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIF LOCA' C21 III r METER )N WITH ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" �. o ti' J L- Cn t T N N 0 N M N N 0 :.f^ P:n'1F47 ♦4F i t-•, ip / _ - 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. MIN rnCD W v E C' a CD�aNr-# 11 oo C:) C'O. co J LL. C W N --r ik LL W (il Cn r 1` -- 4 aj M V J W IL � tL Y W W a Lu J Z C1030 O0 L f0 It ��Nm 0 > a0-j W U) Q Q Z oo Lr)N M Z L a X fn O o r) 3 vvi Z W ❑ ❑ ❑ 0 0 z W QQN o Q Q O_ N MAN — N z L + c„ CCS w m C) U O1L o V) 1— +J LLr F— J E t Ci o N C u) Q Q No �� C::, co w coo m z Z¢ U- o coEE zo oa >� a� <R v co a= oc UO h C C:) E U¢ Qz �o z az cV i oo @ z oY o cu - � mo ZLL aw cn o Z z g° a W C1 Co w of =3 o Jw w �� >o w a .o C O >'^ ��l1JJ LL 0 ' u LO rn cc Q cc ~ C) O Cr O O N Qr I � N co U-) r N T N E coZ Z v c FL E v Q cc JOB NO : 22-02395 SCALE : AS NOTED SHEET NO. 4 i��l� IMI11lIRR�l� i S tr Q Q� U0 ILL Cn r7 0 0 J LO M O I N 5 IX a rn LO L v C Cr 0 a M C) 0 J Mrn O I N U v cn 0 C_ a F— N N d E N O v c J r7 O v C U Uy N 2 CL .a L y I Y O •O -0 LZ WE N M N N 0 0 0 a cV cV O SIN r'M N N ti v 0 cn Q ATTIC VENTILATION CALCULATIONS - Al Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Off -Ridge Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators Vent Amt (Must Provide Upper Ventilators) Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided SPACE SQ. FT. SQ. IN. of by Upper **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SQ. FT. Total SQ. SQ. IN. of of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN. of (Values to be verified with Manufacturer Specifications) . OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT ventilation vented be provided (See Elev} soffit ventilation Ventilation Ventilation .SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA / SQ. FT, required soffit by upper needed required . STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SO. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Main 28 1 Floor 2373 2278 325 1139 81 570 558.0 (Zone 1) 420.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I l ZONE-1 I I I ATTIC SPACE I 2373 SQ. FT. I I I I I a O I I T � I I I 5:12 SLOPE I I I I F'- I I W I W RIDGE ----"�-- O :125 SLOPE 14'-0' RIDGE VENT CL LO ' 11'-0' RIDGE VENT I RIDGE W a I I I �\e O ' a O L. 3'-0' Lr ' I I I I I I I 4'-0' RIDGE VENT I I RIDGE I ' I W I a I ' O J I CN I CN T I m I ' ROOF PLAN - ELEV-Al_ SCALE: %4"=l'-O" O C L, 1 r ; r „ CV N O CV M N N O G ' e ii ^k To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building 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 10 1°. o E Co 00 N N Icp� it N m # LL O- C "'0' J O 7- W,GD N * LL W N ���a -wa ILL °- aNMV Y Z 0 O0 0 L f6 S -5 F, N to W ¢ Q Z 00 a IL M Cl) Z V (r -j W co O U ZN O ❑0O Wali CD z N M O CO z z o 0 J fl � QWV) a N z a (D o Qj f- w m 0LUa N ,Ln c� , 1-,, J pEp I ei✓�• L U a' y c � Q 0 N O M w M J w O 4 Z � U- a E O E u zo w° >N 0a ze w� cu �= K 0 aF 0 0 p� N z H ¢o az r� w L � c �U N m� O Z� z J m a� Q W gz to N o¢ z aO �w W U wLL a2 r j w� �z J cO w� ar °za °3 2 O r / O m N /'\ (D M CID O CIO O O Y �''J/� Y ) M W co Q0 r Q) ,1—j N O O N M Q r N r O E c M ` , O z co z iri E 0 m c FL E O U 'D p c -i JOB NO: 22-02395 SCALE : AS NOTED SHEET NO. 5 3 rn u7 u7 v fN 0 r+M O J rn 0 1 N x -a- Q7 L0 v v GO 0 0 0 J L0 M LO 1 Lo v C Cr L a N O N O v c J y r.Z CL iv c U N 'O U N 1 Y C 0 U J N rL N N r� 0 a cV N O N N ti 0 co Cn 0 c c d 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 55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH s 3 5 REINF. SEE PLAN FOLIO DATTION PLAN WN ON 5'-7$' 6'-48' 6' 0" 6' 0" 6'-0" 6'_0" 6'_0" 5'-2g' 7'-i8" TYP @ 1 STORYLU U.N.O. --1— if �-,-- VERIFYMETER U A LOCK -ION WITH 3'-0" S3 BUILDER + H. B. ---------� --- —::: ............................� —(2_)#5_REBAR eo Opp — �— 19 I ED VERIFY LOCATION I 0" 12-1 \� ELECTRICAL PANEL VERTICALS w!__ BUILDER TO PROVIDE FILLED CELL I 0'-01, :: I : 2-6" APPLIANCE PROTECT ON ■. I :: :: I :: WHEN REQUIRED PER 1 FBC 35-4" 20'-6" r N I M K o I. S3 T J S3 CV EDGE OF SLAB 2" I A.■ I CJ :: C. : I : BEYOND WALL CJ z9 o IT o) — — — — — — 1�---------- II — — t , — — — — — — 1?- 5'-3" V-10" 3'-6" unm N T M I O N (2) #5 REBAR ,.I 4 . r�?' ...... VERTICALS w/ in N I mPT. W 11 OPT. D 1/2" FILLED CELL FTG W/ (3) #5 E.W. _ L- 1 - -._ _-- --- L�J ��---- -3 T-5" SLOPE2'-6"x2'-6"X1'-0" T-1" (2) #5 REBAR : 7 I r 2-6" x Z-6" x 1'-0" TYP @ 1 STORY I I iv .: AHU I VERTICALS w/ in ( W/ 3 #5'S E.W. ( ) U.N.O. V�i I S3 CC S3 FILLED CELL I - S3 CJ CJ ii :: I ---) T _ _ '.'.'.'.'.'.':.' _ o o co I 25'-10 28" 9�_5" .'........'.'.'.'.'.'.'.'.... — — — — — — — — ■ 4.�„ v z� 2'-6"x2'-6"X1'-0" FTG - 3-1l2" MIN 3000 PSI CONIC.,/ W/ (3) #5 E.W. m I I INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO� PROVIDE Y2" x 9 %2" 10 M SLOPE S3 co in (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY RECESS FOR FRT. OOR VERTICALS w/ in FILLED CELL I W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PS ANC TOP OF CONC./ PAVER 0 BE 4'-0" I 4'-4" 4'-6" TYP @ ALL PLACES SHOWN ( SLAB OVER 6 M LVISQUEEN p -0 4" BELOW FIN. FLR. ■ ` ....... " ' ■ ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BAR6E'R ... ' ' W/ 25" EXT. ABOVE SLAB "GRADE 40 ✓i ' .............� ........... ISTEEL„ / -----•------I 0 4'-0" i 16'-10" 12'-10" b STEPS AS REQUIRED I 10'-104" PER FIELD CONDITIONS I i KITCHEN ISLAND LOW WALLS III I. III OPT. I:: .......... . AV-■: F------ ------� CJIII REF. I.- �-CJ Ca: CJ�j ■ �E ,/ I I PROVIDE 1 Y2" RECESS,- i —iE - - - - - - - - -- �— - 1: L- = - - _ - - = _ _ _ CHASE TO ISLAND - - - - - - - - - /� �� I j II� ° - - - TYP @ 1 r FOR SGD. REFER TO I F I r :: / t I STORY U.N.O. L N 0o S3 MASON'S SLOPE FOR I WIDTH D.W. I III 0 II �> III I • • : ' '' ' ' ' IT i _ 00 A N 1 I M I LL ` — ^ — ___JLL-��JJ-- J— :: Ij S3 `r' "' i i — S3 — SINK I DISP f i co 31/; L- — — 11� I % / 16'-0" 2`-94lie 6' 10" r 11 :. 1 0'-0" HVAC CHASE ■ i �l� BASED ON I o I(i i LOCATION -�__-__-__-__-__-__� e- _ II .. -90" 1 3' TYP @ 1 STORY U.N.O. A S3 V 2'-10'�N" 1 5'-1 FOUNDATION PLAN MONO - ELEV-Al. 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. _ —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" (D O <100, LU N N 0 N M N N 0 ha' f 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 Engineers signature and seal. � W v E a s o B m f u N p N OD J N LL p m '0 J N 5Ou'w H !n N O LL a. (1 tiZ M cN, CD a. Y (0 Q �LLLL a Z mco' 0 13 CILN _ v :2 O ~ w ii '� (V CD m Q J .yM.� _j W a Z co a IL ZpV v� U)i W 0 V M 0 0 z 0 N z a Q J a N (h V) z a W -2 a U 0 w o N c w U W J F- - E = t N U o y L t � O CD w Mzo U E wO w Z YN ¢ N zO oa V c @ XOca OQ 00 Oix CDQz N i ,0 ao dz a? rU C z2Z2 pY m0 0 Oz z Yaw 0 �z Z �° U � Q Q w a N_ F W U a� < =3 H o w�° IIIIIIIIIIII� m v z¢ 1 °� O I..V L / L' n l` cc / ^� � M co L j O O O Y W m ,— <I }+ v i N o O 04 M O LO r N r N E +� c O Z cc Z iri E O v m a- E v _j Q o@ JOB NO: 22-02395 SCALE : AS NOTED SHEET NO. 6 FT- ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT < 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. 'SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16" EXP. 1 CY16) or 15/2' EXP. 1 (33/16) TILE: %2" EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", 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 RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. x -a- rn L0 u7 0 c 0 C, M 0 0 J LO 01) fl) 0 I N rn L0 L rn 0 Q M J Ln M M O I N LO t[7 E O Q N O Y01 L 3 [V 0 d E N E C C J 1z 0 0 UI y U -OG7 U -G N I Y O y= v J CD 17 N O [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE I USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS SYP SPF A META12 1420 9 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d D H3 400 320 8 - 8d E META20 1450 7 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" H FGTR 4725 3400 w/ (18) 1/4"x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOF BOLTS HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HD3B * 3130 3050 5/8" DIA. BOLTS 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 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 LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" MTS12 990 860 14 - 10d x 1 1/2" 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. (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME CONNECTOR SYP SPF FASTENERS HTA20 1870 1585 1 10 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" RT7A 585 515 10 - 8d x 1 1/2" RT3 345 305 8 - 8d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS JUS26 1000/1080** --- 18-10d HUS26 2035/3400 --- (20)16d x 3-1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" MTW12 1195 1005 14-10d x 1-1/2" U MGT _ 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 1 4175 1 122 -10d x (1) 5/8" ATR w/ 12" I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY LGT2 14060-M 3770-FI3500-M 3240-F LUGT2 13100-M 4520-F 131 00-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 1 12-10d SPT24 1 1090 1 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1 r-0rr ® C9 -w, _ L) N CV O N M N CV 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. MW N Lo W F 4 ti E W O M Q `� N 0) O N m J a)oo 7�O N *t LL W M to t t� -a - w a LL a Y M 0 a � co � awl Z J�� 0 6o rm� w O10312 yO W0�pj6' Z I IL ¢¢¢ a Lo N M Z of Ln O 0 U_j rn a U W ❑0D M � Z N M O co Z N z � � Q J d � n (n cNi Z v v 0 I--� U w w U O o wLn W J r-- _ E L U m t �Ir `) u Q o ® 0 m �m� o w Mw¢ M o z Z¢ � LL ccr E zo z� E Ucu z® cu ri X o o OU o E a¢ w. °< a wz CV t s o ¢ m z ,.Y 0 O Cl)Z J .m ¢z awz �Z W co r a o§ z< O C)2 O , ^ N N /-\ 0 CL CID L � O O O Y OL r oU v / CD m m QI O N O) C'V M LO T— N r E w C 6 Z (6 Z E 10 t/) C E U o m CD d Q 0 JOB NO: 22-02395 SCALE : AS NOTED SHEET NO. 7 3 "CI Q rn LL7 0 Cn 0 0 in CDD 0 J LO M in O 1 N L0 21 v N 0 0 0 J L() N 0 I N L7 L0 i 0 cn C, j rn c t2 a 8 N v d E a N E 0 C C J N r7 in U 0 c U y i U z N 1 Y a U J CD N N ti 0 O a CN C14 O CV 0 0 Cn Q 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / ° O Safe vertical load Safe horizontal load \_ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 81740 1 B/1 T 8RF40 OB/1T 81`32 1 B/1T � © ® R FORM & GROUT SOLID C LU U O #5 BAR CONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. E I01 �q TYPE DESIGNATION F = FILLED WITH vl GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6F16- B/1T U a tNOMINAL. L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS . c precast mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN.1 AT TOP REQ'D () Q CLEAR ALTERNATE POWERS STEEL LINTEL a a,/2 a O n ° d .M.U. #5 REBAR AT TOP e° a GROUT MIN. (1) REC'D 1-1/2" CLEAR D ° a a d J C.M.U. 5 REBAR AT = rn to , j ° O BOTTOM OF a rn z Lu 0 o LINTEL CAVITY w U U) � O -BOTTOM o ci Z REINFORCING Q ¢ Oon 7-5/8"ACTUAL PROVIDED IN LINTEL Z LL O w n ¢ _' O � ` #5 REBAR AT BOTTO v ' NOMINAL WIDTH (VARIES) Co n X ii <' f AS INDICATED v 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.I 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 O 4'-6" LL 4'-6" LL (ED 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" C: j C t 0� n fV N 0 N M N N 0 m 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 CD U') W c1 E Q O M 8 CO- 10rrZ N 02 # LL V 7 0?N O0) * , W rq�nZIP ccnv Q �CL LL W n -1 - ui vYi aLu Z L° X0 0 � '� C,4 M Lr 0 W W 05 Z 0o LLW a Lo M Z U = O U U) Z C) ❑ ❑ ❑ M 1J Z N c�a' Z Z o J d LA QU) � M N Z /r c L UI VJ o - LL i-1 (a w ij- O w oo U') w tl06 e- v7 U ° c r- - E L 2 ° c) o c m ®Q Q N co w �� M w¢ zo z Z¢ LL_ Wo ¢R z® O L.r z O o a w 00 O� O ( CV i a� < z a o W w t tp ¢o z " mM O OLL Z J a z cn Cf)O Q 1 zo Q U Q "!J a 0. W ao oLL 1- �3 o Jz wF o5 Mo J O �a I a F z< 03 .2O _117 w / m Q 0 CL I� CM J O O O W CO +_J T Q O N c) I r N _ co Q t- N T hiw E E O Z M z N E O N = c @ IL E U � Q p -r JOB NO: 22-02395 SCALE : AS NOTED SHEET NO. 8 3 x rn LO LO rY 0 r) 0 0 J 0C M a I x a rn Ln v C Cr N C) M 0 0 J M M O I 0 N 0 a Q� c Y N c E E O x 0 0 C J ti a� L� v c U i v a� 0 U i Z W I i c 0 0 0 a� t N M N 0 0 0 a N N M N a m 0 N 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 C S 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 iz 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 PAD) 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 18INCHES (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" BYTHE 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/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 3.2. 2 ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT- +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = If 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4, THEAGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS (V = 140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4. 3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 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. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD ISBE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD TER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO 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. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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- 718" 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1Y4„ DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1/„ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM TO: Fy 2 ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTICORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. LFASTENERSANDTIE 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. NOTE: 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCINGPRI R T OR WHILE PLACING GROUT. PLAC A OU 0 0 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. P Y 9 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed be ore exterior sot 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. o .j. v_ to �. �m J - 0 CV CV 0 N M N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NCD F ,Y o f co r- O M N r # N N 01 LL V N L Q�M7 Unn�� LL w a a YYn JLLu- a 5 Z 0�/ mC� Zoo rn 1 s �°o O ~ N (D LL .-J m �� �z ¢ ¢ Q Z ILW a � M X L. O N Q 6J (0 �. O U W ❑❑❑ M � z m o 0 0 zcoN z o� J n N M z Q C9 0 f>3 w OW g yw-�s.� In U IasiW � E I < ru rn o w M z zos z < U_ ±z E E o wo �o o g > <� Z® CU a= 0 r rp x� a F Do o 0 4 O E N z a0 < a z ¢� L - ro ❑ z Y m o F 0 - - J wS <a <w �z to � � p ¢ 50 sonQ wLL �w LU U a0 aE �= <aHw 1CC zl¢ 12 O > Cfl LO ip rn cc Q 0 M co 2-- M(y) C.? O 'V^�J m m r ¢I O O N N O LO CF)V C T Q N E E w i= co z m Z 3 E 10 iri m a E v _j a ¢ o c JOB NO: 22-02395 SCALE : AS NOTED SHEET NO. SN ®niiiii 01 it-.l _ 111h ;dr_i,di. ,o e.,i11.1 T TT-i 1 1T1- ------- F- THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING t 1--..t .......... . \.:::I :::::::::::: :�� :.::.::::: 11` k I 16GAx1-1\2" LONG 3/4"-1" CROWN 8' .........::: ( ) MAX ...........L .�........................ . STAPLES @ 6" O.C. VERT BETWEEN I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) 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 0 0 O 5'-0" Q — STUB -OUT FOR 1'-0" o 0 - LO GAS METER 0 o U O N O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-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. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3!4" or 7i8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 112" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELLS STD. 90° HOOK BOND BEAM SIMPSON MGT w/(22)10d W NAILS TYP. GIRDER TRUSS Cr j STD. 90° CONT. #5 BI HOOK (�BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap 2" min. max. 4 max. p Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" 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 whimn w/ Inaris 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 1/16 code for appropriate details in One 10d box areas=20 of high 1 or=20 sinker lateral load. T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges 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 0 BCI5000SR 9-1/2" ; 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5 d BCI 6000s® BCI 6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 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 16" 6-16d 6-16d 5/81 THRU BOLT I.0 SIMPSC w/(22) NAILS 1 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. I -Joist can be offset Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails require additional consideration. SECTION @INT. BRG. WALL— ( N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6„ A ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 8 1-t3" I 1'-' ' T 'I'-Z' t" S" 1'-3 1 -7" 1'-11 " 2-4" 2 32' S' 7" Any 16"joist 12 I,_a, 1'-1' 112 12z' 1, 3'" 1191 2-4' 2-11" 3 7" 4' 2' �#'�° 9-4' -- SF��)_ 1 1,-U" 1'_1" 1'2' 1 2" 1 7'" 3` 2' 3'-10" 4'9" 677 '-4' 7 2• 20 1' Q ° 1'-1" 1' 2" 1' 2" -U' 3-9' 4'-a' 4'-10 " 6-11" C'-11'" 7 A T' El 1-" _______­___24 .____----- _ - 24 1'-0 1'-1" 1' 2 1'-3'" 2'�a" 3-7" 4'-9 5'-1t?'• 7" 2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3' to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S A/C CHASE 4" PVC SLEEVE THRU STEM WALL _WIN , 1111� Backer block (12" wide min.) -i 11=1 I 1=1 I 1=1 11— —I I I Nail with 10-10d nails. '=1 11=i 11=1 I I —I I I% Install tight to top flange. SLEEVE THRU STEM J s a.. Joist hanger SEE PLAN FOR °• Q . • • FOUNDATION INFO ` 9 All STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements I 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE 4 �—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" CENTERED @ PIPE PENETRATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE d a Q d: a ° —III- I 1—, -L-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE PLUMBING LINE q ° f-r-r d _ z • a � .. 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 G d °V. d .dG G -I I El I IE1 a ® ° I -I I f 11 I- ''1I— SEE FND. PLN. SIZE & REINF. N � O CP .0 t to d c;, r Y. L� � CV CV 0 CV M 0 M 0 r j r. ;i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Honda 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. C. iW- Q of O -4 N iY 0 11 '� u7. W N �t LL W M U) Q rn��� LL W a N o a — Ju_u_ ay 0 CIL Y Z — � 0 s@ 0 0 W �N X O J W nY) m¢ G �` o N co z W v) O Z O U U W ❑�0 ( M z C o0 � N z � � J — r V) eNi z U = cl: � 0 +� f(j rl, (D O N Ln = �N = y wigw J '— — E - r 8 I t U o ° N - III M W M�Q M o Z J U_ O E E � z ❑ O Zo ¢ N z© F— z� U❑ ab _° oQ [= E N � L p wo p a Z ttw i x0 '0 Ott Z Z m Q W �Z w zo 22 3 O Q LL U a ww W 3 w o J= w� =3 �� ;o J co v M d H °3 LO N rn N cc /^\ CID J O O Cr O Y CD MS W +-+ T O N Q1 ::0 N c� L O r Q M T E = M o z m z v E Oc a. U J 76 Q � J JOB NO: 22-02395 SCALE : AS NOTED SHEET NO. SN 1 3 a L0 L0 v U) 0 a 0 0 16. LO M O I N a O Cr a M Ih 03 0 M 0 LO Cr N LO 0 a Q N 0 i a 0 v 9 y N 0 U v O U' 1 .o i U z I i 0 •U J a) ti N N M N 0 0 a 0 N N v 0 Q m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYPT VARIES INSU 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1Rd TnFNAII S T P. R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I /--1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _G HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO A ' BE IN ACCORDANCE w/ ASTM 1-III—Ill—III I1>II III —III —III—' D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ' I-1 I �, I III—� ° ACCORDANCE w/ TABLE I=1 1= I I=1 I I—III=1 I I=1 I I=1 11=1 I I=1 I-1 II I R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8 -11 �, 11 1 1171(Ili-il i 11 I I- I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING IIVEDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" .N.O. 2x SUB FASCIA ABOVE) W/DRYWALL SEE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U: TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a ---NOTE: EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE L °° � - 6 MIL VAPOR D D I =1 I= BARRIER —1 N COMP. SOIL. I I (COMPACTED TO 95%— MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR, (2) #5 REBAR CONT. OCHAIRS TYP. V-4" (1 STORY) STD. 90 NOOK (SEE U.N O 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS- n BLOCK WALL BEYOND 14 O.H.D. RECESS M d • " A d `t � co SEE A/S3 OR J/S6 `Ii I I I I I� ,, I I I II —"-- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S, S3 ADDITIONAL INFORMATION: LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" 0'S.B, SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS _ INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" OR 5/8"x10' WEDGE ANCHOR A.F.F. llwO.C. @ 24" O.C.) 211- c� ELEV.-0'-31/2" z 31/2" MIN. A.F.F. O b 0 N W D 1-1111-11,r • ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF �—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH _� BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL / 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH 31/2" MIN. A —1=1 f J I!G ,1I III I. - `t I I -I I III • �--- I I f( �==— 111 31/2"(min.31/ 1 I' 1/2"(min.)- 4" � =)I=1I I C4" fmin. I --''1TI -1 I (2) #5 CONT. I=I I=JIII=D�I I� �T�II II ff�(2) #5 CONT.4" 1-41811=' I i=1 I �411I I 1I=I 1=TII1=�1•'{1=T-III=om1tI1=--1 I f1=�1 1 1=i 1TQ11 1= II T U.N.O. MIN. U,N.O. MIN. TYPICAL BEARING WALL a STEP as SHEARWALL (/ C� TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" M SCALE:3/4"=1'-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \�' coN��N 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT / \ INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1U-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 MIN. 2500 PSI CONCRETE SLAB W/ " 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 i/4"x31/4" TAPCONS ) O 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3 0 #, MIN. ENSIGN 26 # 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N .� `„ 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH �, E '- PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR U D A D D . D GRADE 40 MIN. Fy= 40ksi =� GRADE �„ z #3 & #4 LAP SPLICE 0- e FINISH GRADE 0° [GRADE 60 MIN. Fy= 60ksi] a =� I--� D 1-1� o V V M— 25" MIN. LAP [30"MIN. LAP] w�D + I I=1 I I11 —11 ` T 1T I_ _ - I I I_T I —I _ I 1=1 I �T_ °U _ O° 6 MIL VAPOR BARRIER I IIN o ° 1=1 I —I (I= oO R 1 7/8" '' —I (ICI I i it (= ° _ I I I=III=, #5 REINFORCING BAR i;=l E ,l ,, z li D. 1-111=III--111— #5 LAP SPLICE I H 11=11—I I I —I I III- - 111=I 11=1 I t fff 2 #5 CONT. • ( ) o _ = I I ° 36" MIN. LAP [36" MIN. LAP] ON 3" CH COMP. SOIL. (COMPACTED TO —I ° 8" 1'-4" 8" — — — --i 95% MODIFIED PROCTOR ASTM =1 I= — I 1=1 I I=1 I LEI I' 10" (TYP.) - I- _ !-- III I -1=1Tf=_I 1 f ITC fl D1557) t t—I t t—t t+—t t t— t T� T- #6 REINFORCING BAR #5 STD. 90 HOOK __ I 111=111—i 1, 4" 11_411 #6 LAP SPLICE li TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/41-1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4"--., / ° ° GRADE 00 :0) #5 REBAR w/ OPT. ' I=1I 1=1 I I I II 11= I I III — III — I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" //—O.H.D. RECESS �. / X co ' M M I'l II I III Il I . 1=4,11� =III=11 ��% '' riffl,-,f6ii=1-1 I ' SEEA/S30RJ/S6--- -lilll Illli,l�,,, II,II. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. >, HOLD GYP, BD. 1/2" FROM SLAB 0'-0" _J CONT. BEAD SEALA� — a INTERIOR a. • e a.. a -31 /�„ 1 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E '. N M 6 MIL VAPOR BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)7 WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR A &LAYOUT DESIGN e TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r T — _ — _° ° . ' , a ° IT I 1 1 _-1Tr-I I BEAM SIZE & a CONNECTION INFO T. •. i 2x4 #2 SYP P.T. FRAMING w/I�,TI I h1 I I MIN 7/16" O.S,B. SHEATHING -� SEE A/S3/J/S6 � 11 81' z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE > SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL -N� 414 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" • • EYOND PAD REINFORCEMEN • RA SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH %%%%CONC. PAD INFO, SEE SCHEDULE TAPEFiEDEOLUMN IF RAMING D1 PATIO COLUMNDETAIL N O CIO ka CD d . y Irv, b N N 0 N M N s To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 10 AdMk I-O 4 E W n O c4 8 'NoI- '* MEE J J LL h I-- I` a J Lu R — c140 LL aLL LL LL a, Ir 0 J W '@ CV (O C OJ J Wj co ���°' LLZ a N M Z of S2 p Q � i' OU U t%} Z w ❑❑❑ Ma'2 N O o Z N z a � Vi � -f6v _ Q) 0 'l 4-J CPD W a U O cn o U z� 9I k' �e p N c W <o • o r za w z M o� LL- Q 0 E �o o " <R KO °w¢ V ca az UO 'O O O Qo dZ v� VJ = or � Fo zLL N �m ¢w N�z o Z �° �w U <� ou i=3 xo w >o a Si 5 N U0 3 O N > (fl LOm LO M Imo- L CC C) M J0, O O 0 M 1 �� T Q }r N I N O N M LO LO Q r N T E w M 0 E O N ca v M 4 " U w Q p c JOB NO : 22-02395 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 a O) L0 LO v V a rM 0 0 u7 r'M O I s rr r L0 v C Cr 0 PO 0 0 J LO M N 0 I L0 v N 0 Q / v+ 3 N 0 d E 0 v C 9 r7 In V v a UI 0 i U i z I Y i O 0 J JR .14 N N 0 0 a N cV N M N Cn Q m (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" AXIMU VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE M M INTERIOR 7HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN �IE52x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri 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 1 (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3) 10d NAILS I CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD --- SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.:� AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF 1 CL— T/O DRAIN -E4 EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE ' 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D �,S4,)SCALE: N.T.S, S4 KNOCK -OUT- / NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a d 8" 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 LE NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD­ LYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL LU ,i FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. a a a a e a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �Ao/� 'Y 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 wl (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 -C 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 iARAGE ,OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. �S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END I EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) 1 (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 1 (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. OD SIMPSON HTT4 TYP. OjO �R U.N.O. SEE N/S4 FN�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL KQ SCALE: N.T.S. 14 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A A 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD �}] SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER 1�.71b�y;Ii��i7►�iI�P.[�l�llili�,i.'L! BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD r R a- 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM ED UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) -� /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P K. SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 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-7 l-,� NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED . MAN \ t 1 Od @ 8" O/C ATTACH ALL -/ v EXTERIOR STUDS W! (4) 16d TOENAILS TO TUP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING (P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LINTELS SP4 SP4 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 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 o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) I 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 2X8 P.T. BOTTOM PLATE UU 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. c" C= - z - d r F iv J . CV N O N M N N O r �3 'Rk 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. 1:1) f- W W aE 00 0 A Lo4 _N 04 6 m U J LL O 04 -� C?di 3k ; W a air�iv� LLaY ELL a�� 0zI0_Z CRIOLN J -F. 3: 0, O O W � J m W N�r co d pjO'0, Z LLa 0 N MZ 0 Z O U U W ❑❑❑ M z N .:, 0 00 z o� a J 0- 0 o +--J W o V 0 N W g c Y Ufa U W '- - Emin i z 0 v C W Oak o c0 M M z z � J U- c E E8 z ❑ os r a� Za o � �_�� U Qz O z ww ¢ ru � U U 0 Y m 0 o - .o <z Q LL az �w 3 �2 ?K oz =� r o w< c7 ,o QD a ol¢ a ° 3 C 0 CD > (fl IUDrn Q CU 0 ~ co CD CD 0 m r QI 0 N � � CN � U-) N r N T ai E M o Z M Z E N a E c0 0 a? 'a Q c JOB NO: 22-02395 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX.9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL \ ' 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od "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)1 Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w! 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD LU INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9 IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, G) DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 10d EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END 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 OSB SHEATHING ATTACHED FIRST 4 ROWS OF () NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • 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 X 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 1 Odx3" 4" O/C SPACED WEEP SCREED -- THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 1/2 x 8 J BOLT 48 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 MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS l BLOCKING, Odx3IN 4" FA TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION rT� TRUSS VERTICAL WEB (24" GABLE WEB SECTION- 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N 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 SHEATHING DETAIL BACKNAIL w! WOOD TRUSSES `° 00 1 1 00 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM N 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. TOP OF U EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW () () (3) 2" x 4" LAMINATIONS W/ 1 ROW " () (3) 2 x 6' LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING F STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30dCOMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE • (2)16d NAILS 2x4 BLOCKING 24" @ D = 0.148 , L = 3") OR EQUAL O (D = 0.207", L = 41/2" OR EQUAL (D = 0.207", L = 41l2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 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 314 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 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4"- i O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C�FAA TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 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 HGAMI OKTA 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 I L EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, 4" 0/CTEN WITH L �2� 12dOT0ENAI SCKING / NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION, SCALE: N.T.S. S5 SCALE: N.T.S. 55 4INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT t-- CONTINUOUS BOTTOM CORD BRACING 2"x4" MrT� IN..SEEM/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 1 Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (*�l0 SCALE: N.T.S. S5 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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d 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 LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS-- ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMNSUN 51`2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Q 9 CORNERJACK U w z t1 O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. JlS5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. '0 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 rL 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) 1 Od 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 N J . O cg ►:41) '74 cz A _ CV CV 0 CV M N N 0 4c , s '� =�r _ s `3- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W n �Wp 'IT E O �5 N N N 000 J LL /' G y m in� N J #'� W M a F0 rA�n� M W a a Seui � v> a _�� Ow O Y E L (O p ? '� N CD O O W CY 0 J IIi W m ¢ -, Z 00 0 a N M Z O U W N O U N Z W U N ] o� z Z � Q J - d � r V) cNi z a ^' (D U `o +- N LL �O v I w o (may N 0 ru U LJ J J z U N Oco IIII� c w co oZ Z CEE o oo w. as O= co W© t- B R O a �U 0 O� CV Q� o -z ¢ = o U 'o o� Z Z �z 2C Zo -U SZ LL a �F W � w �M J C:) o W 0Ia a= ° 3 LO 1 ^ 12 co L j O co V J o (� M • • m ¢I a-�+ N p O N M r 04 r N E c co Z z E c;s a E U _j Q p c JOB NO : 22-02395 SCALE : AS NOTED SHEET NO. S5 A 3 a LO v V1 LO Q C) O 9 141 Cn N 0 I a v cn 0 0 0 J LO 0 I N 0 0 ic 3 tR a N 0 i a E F�— W E 0 v U vO 0 �I 0 0- co I i 0 U 0 N N 0 6 CD 0 0 z W m b 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. i�//,; APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. i�/j !j 1x4 f 1x4 P.T. 3/16"0 X 3" LONG ' FURRING FURRING 3-1/4" LONG X 3/16"0 i FURRING % (2) ROWS 3/16" x 3-1/2" TAPCONS TAPCON 16" O.C. & 41, 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. 1-1 /2n DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL STAGGERED @ 12 O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. �/ ii, ��/� 2x8 P.T. w/ (2) ROWS 3/16" ii x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. ii, i i (2) ROWS 3/16" x 3-1/2" j FURRIN( TAPCON 16" O.C. &"i�� O.C. & 4" FROM EACH O° END w/ MIN. 2" EDGE DIST. 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"o.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 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 Bi 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 IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO 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 T 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 K SCALE: N.T.S. SS - SECTION A -A 8" Z-0" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ #5 REB: (TYP,) STD. 90 FILL SOLID HOOK { BOTH CELLS ;- % 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 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ / MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS 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. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0" • 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. INSTALLt. REINFORCING AS FOLLOWS: * SEALANT 1=1 I 1—III-III-T-I I IT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, •r'r * PRESS PANEL REINFORCING INTO PLACE.- - b — — —1::-- — —IIF — I I_I( * COVER PANEL REINFORCING WITH UPPERH HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL - TIC I SMOOTH. DO NO FURROW. I I Tfi—T F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ,I - FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p. p . ° i r1- G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE l.1 REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r c 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 \ ° 2 #5 REBAR. (1-STORY) ( ) 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 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.01 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN i UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT, PLATE W/ (2) 10d @ 6" O.C. R ` #5 REBAR (TYP,) ' `STD. 90° HOOK (TYP.) 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD \, ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 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 40 ® ' +2� NOTC F� FIRS COURSE ` fHE ' ` ` S - a - - FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 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 SIN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2k OV�Ryq + O + <ENGrN + + + 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS CFP SHFFT n) AMID 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: 3,Y - I Z 0 a IL 0 LiJ U Q F_ U U) H SS RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st4 COURSES SOLID W/GROUT ° a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° OVERHAN e.: RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. j 1-011 51-011 SH SCALE: N.T.S. �p BAR V 10 • A'. .• CENTERED W/ • . .' S. H IN TOP ° o Z:p. KNOCKOUT / ct ° CHAIR BLOCK ° MONO FOOTING • 1 -- 0,A - e' SIZE AND REINF. PER PLAN -_ AND SECTION DETAILS CLEAN FILL z .b • DIRT - °•• ° STANDARD o #5 BAR IN " 90 HOOK N FILLED CELL, , .� STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. Ef a. r- j. ' � r Y - ; �- ; � L �-- ✓ Y �j T= 6� l fV N 0 CV M 0 M t aR " e. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W LO o'E Q 0 O 8 C.,J co W N j� � C 2 m (a N# lL. L a Q N M J w LL R Y �tLu- M W O z L O0 N Ir 5 '@ N CO WO J co ¢ ¢ a co 0 �' c`N') Z ILW CL a W y O N U V N M o g z N Z n � a N U) V) z c UI 0 a-1 O—� W o tJl C "- cC3 U Lu Is S zl� • . U o y a o c w Co CYJ m p z J LL a E O zo w° z z� _® oa Co f— o E o '. a¢ o <o =1U < °dz wJ i ¢ ra N o z U m� o ~O IL z �„ u, J 2 o m a• a w � z h o LL�W Z g W o wF �o J CD co zIa= < °O > CU LOL0 rn Q co L M co CT O Y C.0 m m O N o O N M 0) {'� z-- M r 3 co�; o Z z E Q a E U Q 0 � JOB NO : 22-02395 SCALE : AS NOTED SHEET NO. SS 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 OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM (2) 12D NAILS —} AT 12" O.C. MAX .„ ..�� BEAM a@ RAISED ENTRY CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL s SCALE:NTS SCALE:NTS SCALE:NTS 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 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-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 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. , ---Z—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) SEE PLANL. FOR CANT. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM -SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PAN 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. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPF TOP FOR CONNECTION INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN kM 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 OILTOP PLATE BELOW 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 16" O.C. MAX. INFO. ° SECTION ENTRY r8 SCALE:NTS 71 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. - SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/P ANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PAN SCALE: 3/4"=1' FOR BEAM SIZE & -0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST IL A A I SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PAN FOR MORE INFO 5" X i COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ju iWA ffaWN"'i 141ort (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 a<. 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 ' (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 rj_2� SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • • SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 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 g SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 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. PLYWOOD FLOORING 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 O CIO Cx- F c' :. `G - C) G e F 77, -1, s 3 wlv N O N M N 0 z �,q 17 fj g i - M 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 n E V co h N # 0 (0 N .J � � J LL 0 _ � y - 7 LO N :�, LL W H rn�`� U-Uu 0- �� 13 Ic CIL �LLL aa.. Lu 0 Z r o0 � �y L O O W ¢ 3 ILN 00 o MZ Krn O ¢ 5 - - 0" z w ❑❑❑ o g Co co z N Z n J U N z CD oMW a--+ N W 4 U OLU g U — t 3 U o c Cn d � 0 Q � o sm o W M �¢ p Z aCl) E w� ,�o �@Qo o O a¢ Qz D0{^ O0 &z -z CN wo �w Y Z� z aw ? 2 0 LL U aZ �w W cj ao �k o <� LD ;o mi CO zQ a z U. p� § �O 0 = > CD Ln N ro Q L_ co OM MO O Y Y rr^r U) m m al 04 IM � o O N ce) LO r 04 f M 0 Z cc Z 10 d U 'a p °i JOB NO: 22-02395 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY `. WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROMINSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6 TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2,5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ten, n i ,n AT ✓E BARRIER & ZARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rLr,onrrvu WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) ED FLASHING J SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING NAILING FLANGE 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK rLr,an,rvU SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as (Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN E aM SELF-ADHER (D i� e1�1 SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER z LLI d W W U W rr W 0 U) DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR PROOF CAULKING R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of CEMT. FIN. SELF -ADHERED FLASHING / BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIMJOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building �' appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based 1 sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 0individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING ' CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` e (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASEADHESIVE AS SHOWN)contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing 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 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING M 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R t t B 7.7.At built-in putters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE PLASTER STOP THIS NATU DO NI CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A SOFFIT/CANTILEVER a er esls an arner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF)------------- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH-'^\✓�/� PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS 2AL FRAMING 2AL SHEATHING 3AF PLANE WRB AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all buttjoints need to becaulked using Stampede or sim. caulk for all f 0 CD <4 v N N 0 N M N N 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 n W oo Cc>:, NJ u V 0 2W W V) aYL a Nom @ u-uj Z 0 YE 0 rx �rm� S(cGM 0 W,¢ U cp Q IL co IL N MZ Xtn0 aQ �� 0 Z W ❑CJ❑ N M � o Z � N z o � < J - r` V) M Qj CD o 4 - n J O V1 W o = N v NJW r - E a w V o `o N m o �m o w Z M o ai � ® E Epp o LL Q= za Q ? v co �O nZ �� OO 0 �z AV O E N ¢o <omo a �w =3 r0 W zd Or i- rr oLL C N m ¢w 2< go N a LL a . z v ¢o w Qa =� mi o �o o� ¢ ZIw U O >� Ln N rn 12 (o O M MO ..J C:) r v J -�U° (D r O N -0 N co CY) Q z- N r a 3 M d Z cc Z E O m _ E U J -o °3 Q C c 4) JOB NO : 22-02395 SCALE : AS NOTED SHEET NO. WP Mounting Brackets (10 Gauged +V2°x+1,,'2'x2-12" ` I T tT But Cross Support (May be cut tc, W) See Anchor khedole / i ,t ,i Rt9ht8talCC ('6 auge) 1 12"Dia. A325 (Typ.) -•� ! #14 Self -Drilling �Cre1N5 10-5/80 A/C li Bottom Edge Hum ne Strap (Typical-3 in front) Wash9r5. Front Cross Support Self-i.plckiltg Pik (May be cut to W) ,eft Bracket (16Gau ) fp 14 5e1if-0ri11ng 5crevif3'rhru Brackets Back Cross Support Into A/C Unit $axiom Sidi (1'ytericalt 3 each side for hurricane use) INSTALLATIONI I .Srlmd- --ol at . aansr so are Penchi ma. exit i-lnrriimre 3ar 8t-ado_ Soto 77tuxving available, upon teatiatac t 1lrllls) Florida Department of Business &Professional Regulation Building Codes and Standards ProducrApproval Application Detail Pagel al 12MI112021 rode rF. nitvor_ Data me pate Pending ,two Version Manufacturer Cents/ Enalnear&Usionse Validated BY vandided submitted F9c Approval Approved Stebrs Affirmation M20 Smart Vent Products Inc, Michael Gietem Hermes IF, None. P.E. Look. Bowden P.E. I21612020 42/18r2020 12Q812020 Approved Category: Structural Components (877)441-8368 PE-73778 (334)300-180D SubCarapry: Products Introducedasa Resultof info@smait"atcom New Technology Compliance Method: E-i-tion Report tore Florida Registered Architect are Ucensed Florida Professern, Engineer FtA5822.Ra Pkariicfs - '. Quality Assurance Aoprovodfor Use Approved for use Impact Design fiao Y Product Modal. Nurint or Name Product 0.aRiotkm Carar..t Expiration Dab In HVHZ Dutsida HVHZ Resfatant Pro sufy i 6manVent MgtleI#1540510 Duel Function Floodiind VantllationVent 12r31)2= Yes Yes NIA .1001-100 2 SmadVent Model #15465f1 Dual Functlai Flood and Ventdahoh Vent 7�J31t2023 Yes. Yes NIA +100F1W 3 SmanVent Motel#1540'20 Insulated Flood Vent 12r3i12A23 Yes Yas NIA +1 ODI-1 Do 4 SmenVent Modal i11546521 Insulated Floodvent 1?J31f2028 Yes Yes NIA +70OA100 5 S arty 1Mod I#'1540.52 m e 4 16& ud' Gore a Door Flood Vent q 9 1 1l2 2 2Y5 3 0 Yes Yes WA t11A 6 SmanVent Mod:#1540570 Wood Wel In sulated Flood Vent 12(3U2023 Yes Yos NIA +10DL100 7 m 80.sant Model #1540.5, 14.5&q ot: Garage Door Flood Vent 12)31=3 Yes Yes NIA 111A Florlda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page tall in412021 Sr.4de Entity or pate owe Dare Pendlna ate Zim Vernon Manufacturer Contest Eirgianar&License Validated By Validated. Submitted FBC Aoarovel AooroJad StNus R9Neioo 2020 Drexel Metals. Ina. Jason ShumateZaonafy R. Priest Locke Bandon P.E. 08l10/2020 08/09/2020 oar2o202o 10113t2020 App-d Category, Roofing i8021303-1511 PE-74021 (334)300-la00 Subcategory: Metal Roofing Nhurnete@drexmet,com Compliance Method: Evaluation Roper from a Florida Raglsteredprchnect or a Licensed Flood. Professional Engineer F�jla78•fla'Pfgiddcls 0.0ty Assurance. Approved for Use Aginni rot Use Impact Design Seo # product Model. Number or Name Produd D060110110e Contract Explfatlal Date In HVIKZ Outside HVKZ ResistantPr so ire 1 Ore xel Male, Roofing Systems DMC I WNS. DMC 16D88, DMC 175S, DMC 20➢8, 12r3i (1025 yes No NiA +0f-180 OMC5V Florida Department of Business & Professional Regulation Page 2of4 Building Codes and Standards 1M,2022 Product Approval Application Detail Code - Entity in, Date n{y dlno Date Type Version Manufacturer Contact Enonneer$ License Validated By Validated Subm hoed FBC:Aporavai Approved Status Rew)slon 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt RE Ryan d King, P.E. 04r152D21 12t3112020 042212021 06/082021 Approved Category; Exterior Doors (800) 643-762B PE -ilium (813) 767-6555 sut,Catlgory: 5lvinging Exterior Door Assemblies sjaspor... @therrnatru.- C."plianee Method: Evaluation Rep -tit- a m Florida Registered Architect or a Licensed Florida Professional Engineer FLrr20468•116 Plbtlucta:- . QualityAsauranee Approvadforlise Approvedfor USe Impact Dersion S-9 ProtluetModal. Number or Name Pl2QMAescrloNOn Contract Expiration Date 'in HVHZ outside HVHZ Resistant Pressure 1 a.Therma-Tin Fiber -Classic and Smooth -Star Nominal 68#39;8&quotlmpacAquOt Opaque 12131YZ022 No Yes Yes WA Composite Edge Fiberglass Sangre Door (I nswrkyoutswltg X cQlflguratialt) 2 b.Therma-Tru Fiber -Classic and Smooth -Star Nominal e&4398&quot;Irnpact&quot Opaque 12t312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelite(6) (Iri-Ang/Outsvnng, XO, OXor OXO nfi uratio 9 ns 3 c: Therma-Tru Fiber Classicand Smooth -Star Nominal 6&9,8 uallm act8 not Opaque 12131/2022 No Yes Yes NIA Composite Edge Fiberglass Double Doorwth or vithut Sidets(nswg/Outswing XXor OXXO configurations) 4 d.Therma-Tru Fiber -Classic andsmooth-:Star Nominal 8&4390&quotlmpact&quotl Opaque 12131J2022 No Yes Yes NIA Composite Edge Fiberglass Single Door (I nsvnnglOUtswmg Xconfiguration) 5 e. Therma-Tru Fiber -Classic and Smooth•Ster Nominal 8&039,0 &quot,lmpacl&gaot Opaque 12/312022 No. Yes Yes WA CompositeEdge Fiberglas's Single Guar will Sid.1wa) (IhsviingiOuts%mh97 XO OX or OX0 confl urations 9 ) 6 f.Therma-Tru Fiber-Classle andSmoothFStar Nominal S&MO &quotImpacAquot, Opaque 12131=22 No Yes Yes N/A Composite Edge Fiberglass Double Door with or without Sldalltes (InswinglOutswmg; XX car OXXO configurations) 7 g. Themla-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quota mpact&quct; Glazed 12r312022 No Yes Yes WA Composite Edge Fiberglass Single Door (I-vrirWOutswng; X configuration) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&fI39;8 &quotlntpaet&gWt; Glazed 121312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Side, tars} (Inswing/Outo wing, XO OXw OXO configurations) 9 1,Therma-Tru Fiber -Classic and Smooth -Star Nominal .68#398&quot;ImPact&qupL, Glazed 121312022 No Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelites(InswinglOutswmg X(or OXXO configurations) 10 1, Therma-Tru Ftoer-lassto and Smooth -Star Nominal 6&#390 uotlm ac ut GI ed 12132022 No Year Yes N/A Composite Edge Fiberglass Single Door (InstNng10u1sv4ng Xcontigut'aUon) 11 it. Therma Tru Flbeo.Classieand .Smooth -Star Nominal 8&089D&quotlmpaoMgwt, Glazed 12131I2022. No Yes Yes NIA Composite Edge Fri berglass Single Door with stielite(s)(InswnnglOutswgg XO OXor OXO configurations) 12 I. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&#390 &quot,lmpact&qugt Glazed 1W312022 NO Yes Yes NIA Composite Edge Fiberglass Doub[a Door Win or Without Sideliters onswinglOwswin8' XXor OXXO configurations] 13 m. Therma-Tru Fiber -Classic and Smooth -Star Npminal 6&#39,6 &quot;lmpacAquot; Glazed Molded 12131/2022 No Yes Yes WA Open Composite Edge Fiberglass, Single Door (Insvdng/Outswog, X c arriigursu on) 14 n, Therma-Tru Fiber -Classic and Smooth -Star Nomina[ 6&439;8 i&qudtlmpactYquot Glazed Molded 1273lf2022 No Yes Yes WA Open Composite Edge Fiberglass Single. Door with Glazed tdolded Open SWelite(s) (InsvinglOutswing; XO, OXar OXO covigu rations) 15 o.Therma-Tru Fiber-Classle and Smooth -Star Nominal 6&#3988quottmpactilquot Glazed Molded 12f312022 No Yes Yes NIA Open Composite Edge Fiberglass: Couple DoorvAth or without Glazed Molded Open Sideites. (l n Wm9. XX or OXXO cartfiguratiwis} 18 p. Therma-Tru Fiber Classic and Smooth -Star NominalS&I 8&#39;8 &quotl mpact&quot Opaque 12/31/2022 No Yes Yes WA Composite Edge Fiberglass Single Door with Molded Open 5ldelite{s) @nswnngfOutsvuin0: XO, OX or OXO configurations) 17 q. Therma-Tru Fiber-Gasslc and:Smooth-Star Nominal 5&4396 &quotlmpact&quot Opaque 12/012022 No Yes Yes N/A Composite Edge Fiberglass Double Door wrath or Whthout Glazed Molded Open Sidelites (I nswng/Outswlhg XX or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P., I at 11512D21 Code Entity sr, Data am Date Pending [)atp Type, Version Manufacturer contact Endlneer B Litenee Validated By Validated submitted Pao Approval Approved Status Revision 2020 PGTlndualrlea Jens R.-Al Miami Dade ECGO-CER Miami-DsdeBCGO-VAL 11119120241 1DQ612a21) 11124/2020 Approved Category: Exterior Door, 19411486-0100 (786) 316-2590 Subcategory: Slltling Exiedoe Door Aesenbl- lrmowekllilpgllndusmes.c. Complla p el ipd- Certification Mai* or Using om FIt.R33 Rodnc�= 'Dualmr.Assurance Approved for Use Anoroued for Use tmE;s£i 6esian Sao a product Model. Numbarpr Nacre Pr9ductas Dcriatioa Cortracl ExbimtlonOara 7 hr HVHZ Quiteld, HVHZ Resistant: prossura s sao-ss.g(Large. Missile Impact) VkryI.siding Glass Door UQ14I2021 Yes Yes Yes NIA January 27, 2022 PRO"'DUCT SOLPELCIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Cade 913-72f please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20481.1 +87,01-87.0 psf 12/31/2022 ThennaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67,01-87.0 psf 12/31/2022 Therm aTru Filer -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38,71-38,7 psif 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8 7) FL8248.3 +31.01-35.0 psf 12/31/202 Wayne -Dalton Series 800018100/8200 #1123 (18 7) FL8248.10 +30.01-33..5 psf 12/31/2023 Wayne -Dalton Serves 8000/8100/8200 #1124 (18X7) FL8248.11 +34r41-38.3' psf 1:2/31/2023 D. METAL L LOt. V E RE D DRS •* Curries Division of AA DG7 Inc a07r 707r 727r 747r and 847 Single & Pairs of Doors F L11537.1 N/A see inst sht : 12/31 /2025 2e WINDOWS A. ;SINGLE HUNG hill Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER Mi Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/15/2024 C. FLED MI Windows and Doors Series 185 FL15349.1 +60.0/-80.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL281.1 N/A 5126/2026 E. OTHER 3. PANEL WALL Building d. James Hardie Prod. Ce i and HardiePlank La Siding mplank Lap Siding a p g FL1319 .1 - FL13192+2 A. SIDING NIA 12/31/2023 B. SOFFITS Alsde Solid and Vented Vinyl Sofa FL15272.1 - FL15272..2 75,0/-75.0 psf 12/31/2023 AI ha Alumrnum :Inc. p 1#� . �;. Solid and Vented Aluminum Soffit F 8544 5 L1 R + -. 2154.2 s- 54+ f �+' 71 2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undlerlayment FL12328 N/A 6/29(2023 C. ROOFING FASTENERS NOT USED Dr ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 NtA 9/9/2028 Florida Metal Products,, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomancol inc DA4 Exahust Vent FL17202A +97.51-97.5 psf 12/10/2025 E. ROOFING TILES B oral Tile Villa 900 F L7849.27 - FL7849.28 N/A 12/31 /2025 B oral Tile Saxony 900 F L7849.16 - FL7849.20 NIA 12/31 /2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S1 DMC 200S, DMC 5V FL17879.1 +0/-180 12/31/2025 5. SHUTTERS A. PANELS STORM Globe Protection Products I P Galvanized Steel Storm Panels va d FL1507�6.1 - FL1 078.r2 N/A 12/3112022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 Ge STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie Sim Strom T P g see chart h B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL19 9,.1 - FL199 .4 NIA 12/31/2024 MiTek Industries,, inc. Truss Plates FL2197.1 - FL2197.5 NIA 12131/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N1A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 of in inspection these products, the following information must be The products, listed blower did not demonstrate product approval at Ian review. I understand that at the time r s r of I st o p p pp pp p g available to the inspector :on the jobsitel 1) copy of the product approval, 2) Florida Department of Busirl Professional Regulation Pagel of Building Codes and Standards 1n52022 Product Approval Application Detail code Entity or 1= te note Pending 2M T+_ Version Manufacturer Contact Engineer &License Validated By Validated submitted FBC Approval Approved Spurs Revislon 2020 Thorma Tru Corporation Steve Jaspemon Lyndon F. Schmidt, P.E. Ryan J. King, RF 07)23J2020 07112/2020 07/2012020 10fla12i= Approved Category: Exterior Dow. (800) 843-7628 PE-43409 (813) 767-6555 Suh0stegory: winging Exterior Door Assembles sJ."mon@thermath..c. Compliance Method: Evaluation Report from a m Florida Reg stared Architect or Licensed Florida Professional Engineer Ftl1204704tS ProdlrctS . - - Qua1ltVAssurance Aoorovedfor Use Aobrov.dforuse Impact Design Se130 Product Model Number or Name Product.DeecN abort Contract Expiration Date in HVHZ outside HVHZ Resistant Pressure 1 a,Therm.-Tru Fbet-Classicand Smooth -Star Nominal6&#39;88quot;lmpact&quilt Opaque 1213112022 Yes Vas Yes NIA Composite Edge Fiborgi... Single Door (Inseungi0ute"Ang; X cgnfig-d bn) 2 b.Therma-Tru Fiber -Classic and Smoth-Star Nominal 6&#398 aquctimpact8quot Opaque 1Ml)2022. Yes.. Yes. Yes N(A Composite Edge Fiberglass Single Door -With Sldellke(s) (InoviinglOutfiverg XO, OXor OXG. configurations) 3 c.Therma-TruFibervClasslc and Smooth -Star Nominal 6&#39;8&quctlmpact&quot'Opaque 121312022 Yes Yes Yes NfA Composite'Edge Fiberglass Double Door with or wthout Sidellim (Iriswing/Outs.Ning, XX or OXXO oanitgurattpns) 4 d.Therma-TNF1'ber-Classic and Smooth -Star Nominal 8&#39;0&quot'Impact&quol,:Opaque 121312022 Yes Yes Yes WA Composte Edge Fiberglass Single Door (Inswing/Outswe ; Xcontfiguration) 5 a. Therma-Tru Fiber -Classic. and Smooth -Star Nominal 8&#39;0 &quotlmpact&qu# Opaque 121312022 Yes. Yes. Yes NIA Composite Edge Fiberglass Single Doorwfth Spiel (InsvMgfoutswing: XO, OXor OXO configurations) 6 f. Therma-Tru Flber-Classic and Smooth -Star Nomina 18&939;0 &quot Impact&quot Opaque 12131r2022 Yes Yes Yes NfA Compoeite Edge Fiberglass Double Door with or without SidelIsse (Insvi ng/Outswina XX or LS)QO configurations) 7 g. Therma-Tru FlbebClasslo and Smooth -Star Npminal 6&#39,8 &quoflmpact&quct _Glazed 1 D312022 Yes. Yes Yes NfA ComposNe.Edge Fiberglass Single Door (Inswing/Outswing; X configuration) 8 h. Thorma-Tru Fiber-Classiaand Smooth -Star Nominal 6&#398&quotlmpac6quot Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Doorwnth Sidelite(s) (InawinglOuneWrig XO, OX or OXO- configurations) 9 i� Therma-Tru Fiber•Obszic'and Smcvth-Star Nominal B8#39;8 &quotampact&qua Glazed 12i3112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door With or Without Sldelites (Inewing(outalnAng' XX or OXXO configurations) 10 J: Therma-Tru Elbor-Classic and Smooth -Star Nominal 9&#39;0 &quetlmpact&quot Glazed, 121312022 Yes Yea Yes NIA Composite: Edge Fiberglass Single Door (Inswing/Outsw ng, X configuraf on) 11 k.Therma-Tru Filer -Classic and Smodth-Star Ndmin218&#390&quctlmpact&quot Glazed 12/312022 Yes Yes- Yes NIA Composite. Edge Fiberglass Single Door with adelxe(s) (InsvonglOutswnq XO, OX or OXO configurations) 12 I. Therma Tru Fiber -Classic and Smoclh-Ster Nominal 8&#39;0 aquotimpact8quoh Glazed 12131/2022 Yes Yos Year WA Composite Edge Fiberglass Double Door voth or without Sidelites (Inswing/Outswing. XXor OXXO configurations) 13 ro m. Then-Tru Fiber -Classic and Smootar th-S Nominal6&#SE 118quot'Impact&quota-Opaque 12r312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with 8quotNon-Impact&quot; Sidellte(s) (lnsming/outswing; XO, OX or QXQ config urations) 14 n. Tharma.Tru Fiber -Classic and Smooth -Star Nominal 6&939,8&qudtlmpadt&quob Opaque 12/31/2022 Yes Yes Yes NfA :Composite Edge Fiberglass Double Door with &quot,Non-Imps cf&quot Sfdeiites (I-Wirg/Outsvri ng; OXXO configuration) 18 it. Therma-Tru Fiber-Classic.and SmootlrSte.[ Nominal5&#39 0 &quotampact&quot Opaque 12/3V2022 Yes Yes Yes N(A Composite Edge Fiberglass Single Doorwilth &quot;Non-lmpaot8quot splolne(s) VrarAng/Gutawrvng; XO, OX or OXO configurations) 16 p'.Therma-Tru Fiber-Clessicand Smooth -star Nominal 8&#39;0&quot;Impact&quot:Opaque IM1 Q022 Yes yes , Yes NIA Composite Edge Fiberglass Dou bid Door An &quot,Non-lmpact&quot Sidelites (InstMnglautsvdng; QXXO configuration) 17 q. Therma Tru Fiber -Classic and SmeothStar Nominal 8&#398 &qudt;Non-Impad&quot;-Opaque -121312022 Yes Y.. No NIA pe mposhe Edga Fiberglass Single, Dpor Ons%Mng/Outswing; X configualion) 18 r. Themne-Tru Fiber -Classic and Srnooth-Star Nominal 844#39;88quot Non-Impact&quot Opaque 12/312022 'Yes Yes No NfA Composite. Edge Fiberglass Single Door with S clelte(s) (InievAnglOutariving; KO, OX or OXO configurations) 19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotNon-m paoMquot Opaque 1213112022 Yes Yes No NfA Compaslic: Edge Fiberglass Double Door With or without Sldelites (Irlswnng/Outs ling; XX or OXXO con igurallcri 20 t Themla-Tru Fiber -Classic and Smooth -Star Nominal 8&#35;0&quvt Non-ImPact&quot Opaque 1 V31 f2022 Yes Yes- No NIA Composte Edge Fiberglass Single (door (ImaYngfoutev ing; X configuration) 21 u. Therma-Tru Rber-Classic and SmoothStar Nominal 8&#39,0 aquotNon-Impact&qugt Opaque 12731121= Yea Yes No NIA Composite Edge Fiberglass Single Doorvath Sdelite(s) (InswingfOutsveing X0, OXor OXQ conflourational, 22 ar -T Fib -Classic ssic an Smooth -Star - V,Th ' me ru Fibe C a dNominal - & & tie inal8 #390& not Ncn-Im act uot0 12/312022 Yes Yes No NIA Composite Edge Fiberglass Double Doorwith or without Sidelites prmiwinglOumwmg, XXor OXXO coif• urations Q ) 23 w: Therma-TrU Fiber -Classic and Smooth -Star Nominal 8&#$9;8 &quvtNon Impadaquvt; Glazed 1213112022 Yes Yes No N/A Composite Edge Fiberglass Single Door (InsvingfOutswing; X configuration) 24 x.Therma-Tru Fiber-Classicand Smooth -Star Nominal 6&#396&quotNon-Impact8quot; Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelbe(s) (Insvung/Outswing, XO, OXa OXO configuratons) 25 y-Therma Tru Fiber-Classlcand Smooth -Star Nominal 6&#39;8&quotNon Impact&quct:Glazed 12131f2022 Yes Yes No WA Composts Edge Fiberglass Double 000rvuth at without Sidelitas (InswinglOutswing; XX-w OXX0 configuration.) 26 a,Therma-Tru Fibar-Glassicand SmspthSYar Nominal 8&#39;0&quotNon-lmpad&qu6t. Glazed 1213112022 Yes Yes No WA Composite Edge Rberglass Single Door (inswnngfOoswing; X mnfiguration) 27 za.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;0&quplNon Impag8quot Glued 1213112022' Yes Yes No NIA Composita Edge Fiberglass Single Docrwith Sfideide(s). (Insvangl0uisvdng; XO, OX or OXO configuration.) 28 A Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quot;Nor,ImpacAquo1; Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or -without Sidelites (InewingfOutswing;-XXor OMO configurations) Florida Department of Business & Professional Regulation Pagel aft Building Codes" Standards 15/2021 Product Approval Application Detail Code Entity or gale Date Dale Pond, Data Mtge Vorslon Manufatfur'or Contact Enoirraar&Licensa V211datad Be Bg. Submntad FBC Approval An-vad status Revision 2020 MI Wndays and Doors Brent 8ltinger Luis Roberto LWas Steven M. "rich, PE 1MW2020 10/0a2020 10tta2g20 12/152020 App roval Category: Exterior Doors 1717) 385-3300 PE-62514 (717)317,8454 SubCategory. Siding Exterior Door Assemblies ted1nger0_mhed.com Compllance Method: EYaluslion Report from a Florida Registered Architect or a Uvensed Florida Prpferabnai Engineer tPtf)1$SS2•R8 Prod"ueta Qual A@tiuranoe Approved for Use. Approved ig[ Use Imoaot oaslgn Sea Product Model.Numberor Neme Produot DoinrlIXls, contract Exolraitbn Date. ]in HYHY outside ayHz agglstial Pronouns 1 SERIES 420ALUMINU M SGD SERIES 420 ALUMINUM SGD OXO IMIIJ2024 No Yes No N/A 14&314&quot;x80&quot; NON -REINFORCED 2 SERIES42OALUMINUMSGD SERIES 420 ALUMINUM SGD OX. XO,XX 1213142024 No yes No N/A 968quc1;x808 "of MOM -REINFORCED 3 SER1E542o ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REIPIFGRCEDOXO lWrU2024 No Y. No NIA u53r4&gpd'%ps&gaa; 4 SERIES 420ALUMINUM SREINFORCED GD SERIES 4y0ALUMINUMWD REINFORCED OY IIJ3112124 1, Yes No NA XO. XX96&quorPr96&qu0t; 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12i312024 No Yes No. NIA 143&quptx96Rqud; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.get dos IIW2D21 Cp �1@ .. i EnE N w .�i8 .� Dal, Panpina 9012 jyL Verslon Martifaaturer Coded Endnw9 License Validated Ey V taldated Submitted P13C Anuroval rb d Status Rev van 2020 Wayn a-Daeon, a dvisron or Overhead Door catrynniKornish al John E Scales Jenrey P. Amason. P.E. 1 D/122020 09202020 10123!"1020 12/1612020 Approed Corporation (330)763-8121 PE31737 (904)821-5200 Categoric EAstior Doors dkorn shQwayne-dalton.c SubCatagary: Soodor al Exterior Door Assemblies om Compllande Method: Evaluaton Report from a Florida Re9lsteredArchiteot or a Licensed Florlds Professional Engineer Quality Assuranu Aopravedfwtlse Aoorovsd for Use [,,act Design 3.49 Product Model. Number or Name Product Description Cwnral; Explailign Data In HVHZ outside HVHZ Restsbahl Pressure: 3 8aD0/81 D010200#1105 S&A39:Max v:Idih. 14&#39; Max height. Glazing 12131I2023 No Yea Yes +31.001--35.00 svellable In to or intermediate s etion P e 10 8000l8100Ia200 #112 3 ifi&R39: Max waoln 14&#88�Maxh n1. Glazingt2131f2023 erg NO Yes Yes +30,04J-33:50 .,[able in top anor lnloeoiata asdtan 11 8000B10/6200#1124 166039; Max width. 146639: Maxna Glazing 121312023. 9 No. Yes Yes .34.40f-38.� aysllable in top or Intermediate section;at, Florida Department of Business & Professional Regulation Pagel at Building Codes and -Slat ndards 1 r52D21 Product Approval Application Detail $rig¢l!"INK "INK PA& Data Dale Pending D Tyoa Version Manufacturer Contact Enofneer& License ysadatad air Validated ubmi ed FBC Approval Atnar-d status Re9si8n 2020 Curries DIAsin of AAOG. Im. Tom Rattsy UL LLC Troy Nahop, P.E. 12I1012020 i2(al2020 12212020 'APPmved Category: Exterior Doors 1641) 494-2813 (04) 947-MBO Sub Category: Exterior Door Components Iun.raHay�abae ehloy.so Compliance: Method: Certifnallon Mark or:Listing rn .ZiNt1s374ai1 Pradudra Quality Assurance Aomoyedfar Use ADM ... it for Use acres_ poign Sip # frptluM Modal NUmber or Name Product Desorlplian Contract Exoiralron Da19 In HVHZ Outeldo HVHZ Resistant Pressure 1 fi07, "rtl7, 727i 7447. 757,'777, and 84T 5ingieand Pairs of Flush. Glazed cad Louvered Mrgleand pairs or 1031/2025 Yes Yes Yes N/A Doors hdion moral doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel a2 115IM21 Code Entity or Date Date net. Prandlna Date Toe.. Version Manufacturer Curless Enainaer&Uca-. ValidatedW Vla(dated SubmWEd F5C Aoomvar Approved Status Revision ZD20 MI Window and Doors BrentSitlinger American Ardhitedurai Sraven M. Urich. PE 1IJ17JZD20 11117raN 1112 i12020 Approved Calegonn.WndoWs i7173365-3300 MenufedieeraA soc®hdn 4T17i3l?-8454 subCalegoryt Single Hung bs'ding.%ml.d.com Compllanoe Method: Codification Marc or Listing Quality Assurance Acta-g for Ilse Approved for Use broad Design .Sea# Product Model. Number or Name Product DeserlM on Comract'ExplraClon Dat e In HVHz outside HVHZ ciao Pressure 2 188 SH 52x72 FINRange Frame IQSG Single Hung 10/062023' No Yes No +GW-60 Laminated Glass -tom CU (n }e L 0 CU CD­0 Co ^O CL = C� c 0 C 0 a o a) _0 CU U_ 0 .N Cn Li tV L_ O 0 L CL � -0 . = U W Z Z W J w .,a 0 1 LJ 6CU C: J) W � •' a tr1 l � 3 rL ,� ro U "Z; - "illaiQ > O W Cn CD E W z co C13 _ O CD- 0 0- L. 4-J O Lr W U m H O L w� Q W z J z Q _J 0- SHEET NO. PA 1.0. =I FL910461-R7 Products:. Quality Assignation ADproVedfOr Use Auprovedfor Use Impact pgbjgg Sea# Product Model Num bar or Name Product Description Contract Expiration Date in HVHZ outside HVHZ Resistant Pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68i#39:8 &quotaNan-Impagt&quot Opaque IW112022 No Yes No. NIA Composite Edge Fiberglass SingleDoor (I nswng/Outavnng Xconfiguration) 2 b. Therms-Tru Flber-Classic and "Smooth -Star Nominal 69#398 &quotallon-Impact&quot;. Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door with Sidolhe(s) (I nswnnglOutemng: XO, OX or OXO nfigurah ns) 3 a Therma-Thu Fhser=Classic and Smooth -Star Nomina168939;8 &quotNon-lmpact&quot Opaque IT3112022 No Yes No. NIA Fiberglass Composite Edge Double Door vnth Or WthoutSidelites (Inown9i0uvmMng: XXor OXXO configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&#39;0 &quotriondmpacl&quot; Opaque 1213112022 No. Yes No NIA Composite Edge Fiberglass: Single. Dom (I nsvAnglOutsWng, X mnnguration) 5 aTherma-Tru Fiber -Classic and Smooth -Star Nominal 7&#39,0&quotNonlmpactti Opaque 12131f2022 No Yes No N/A Composite Edge Fiberglass Single Door with SeddTe(s) (InaYAng10-t-WArg. XO; OX or OXO con igura6ons) 6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 3&#W;0&quotNon-Impad&quot. Opaque 12/3112022 No Yes No NIA Composite Edge Fiberglass Sing Is Door (Inewngloutswi g; Xconfiguration) 7 g, Therma-Tru Fiber -Classic and smooth -Star Nominal 8&#39;0&quokNon-lmpad&quot; Opaque 12/3112022 No Yes No NIA Composite Edge Fiberglass single. Door wtith Sidelde(s) (InsWn91Outswing;:XO,OX or configurations) 8 h.Therma-Tru Fiber-Classio and Smooth -Star Nominal 88#39;0&quotNorrlmpaot6,quot. Opaque 1213112022 No Yes No NIA Composite, Edge. Fiberglass Double Dow vpth or Without Sidelines(I nawinglOurtsviing XX or OXXO conflguratlon>a) 9 i. h mn -T a Fib r- sic and oo n- r T e a r e Ctas Stu t Spa 6 Nominal. 0398&quot;Nnn Impavt&quot. Glazed 12131 tZ022 No: Yes No NA _ Composite Edge Fiberglass Single Door (Inavving%Outswiing X-figuish-0 10 ].Therma-Tru Fibnr-Ciasslcand Smooth -Star Nominal :68ur39,8&quotNon-ImPaa&quot:,Gland 1213112022 No Yes No NIA Composite osite Edge Fiberlass Sin le'Ooof'einth 9 rt 9 Slaeltte(s) (InsWnglCYutaVAng, XO: OX configurations) 11 kTherma-Tru Fiber -Classic and. Smooth -Star Nominal 8039;8.&quotNan-I mpaot&quot. Glazed 12all2022 No Yes No NIA Composite Edge Pibaglass Double Boor vdth or Wihout Sidelines (inswing/Outamng,. XX or OXXO configurations) 12 L Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&#39;0 &quotNorrlmpad&moon Glazed 12/3iRD22 No Yea No NIA Composite Edge Fiberglass single. Door {Insw9nglOutswulg; Xconfguration) 13 m.Therma-Tru Fiber -Classic and Smooth -Star Nom'eral 7&ffM;08quet;Non-Impsc1b3quot Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door whir Sidelhe(s) groWNIOutewing; XO; OX or configurations) 14 n. Thenno-Tru Flear-Classic and SnImth-Star Nominal 8&039;0&qum:Non-I mpad&quot Glazed 12)3112022 No Yas No NIA Composite Edge Riparglass single Dom ( rravAnglOutewing; X.mnliguration) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88#39 0 BquoCNon-1 mpaa&quot Glared 12/3112022 No Yes No. NA Composite Edge Fiberglass Single Door voth Sideline(-) (Inswing/OuhWirig: XO, OX or OXO configurations) 16 P. Thommil,Tru Fiber-DlasWe and:Smoath•Star Nominal'6&#390&quot;Non-Impad&quot Glazed 12/3112022 No Yes No NIA.. Composite Edge Fiberglass Double Door with or WihoutSideltes (Inswivglauts i mg,.XX or OXXO configurations) 17 q. Therma-Tru Fillsr-Classic and-Smooth-ftr Nominal 88#39:8&quptNon Impact&goof: Opaque 1213112022 No Yes No NA Composite Edge Fiberglass Single Dooruith Transom (I nsW rigiOutswing O1X configuration) 16 L Therma-Tru Fiber -Classic and Sncoth-Star Nominal 8&#39 8 &quotldon-ImpadA,quot Opaque 1213112022 No Yes No NIA Compo..ite Edge Fiberglass Single Door with Sidelte(s) and Transom (Ins.vingX)ufsring O/XO-, 0/OX or OIOXO configurations) 19 s. Therma Tm Fiber -classic and Smooth -Star Nominal 6& 39;8$quot Non-Impact&quct Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglass Single Dow with Side wce ) (Insr.nglOuhawrg. XO, OX or OXO Continuous Head and Sit configurations) 2D t.Therma-Tru Fiber -Class and 5maotr.5lar Nominol 6&#3g;08quotNan-lriipad&quOt Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single': Dom with adelite(s) (Inswr g/Outhwing: XD. OX a OXO Continuous Head and Sill configurations) 21 a Therma-Tnl Fiber -Classic and Smooth -Star Nominal 6&#39,8 &quilt Non-Impapt&quot;-Glazed 12/31/2022 No Yes No NIA Composite Edge Fiberglass Single .Door with Sldelie(s) (InsvuinglOutsWng; XO OX or OXO Continuous Head and Sill configurations) 22 v, Therme-Tnl Fiber -Classic and Smooth -Star Nominal B&#39.0 &quot;N.r4mpact&qunt Glazed 12/3112M No Yes No. NIA Composite Edge Fiberglass Single Door anth Sidellte(s) (InswinglOutsiMng, XO OX or OXO Continuous Head and Silt configurations) 23 wTherma-Tru Fiber-Classloand .Smooth -Star Nominal .6&#398&quot;Non-impact&noon Opaque 1V31/2022 No Yes No NIA Composite Edge Fiberglass Door Panels vaith Vented sidelite(W 4nsvnnglOmtswing; XX XXX or XYM configurations) 24 x. Therma-Tru Fiber -Classic: and Smooth -Star Nominal B&#38,0 &quotNon-Impact&guot Opaque 12)3112022 No Yes No NJA Composite Edge Fiberglass Door Renato with Vented Sidelde(s) (Inswingldutswing; XX XXX or X)O(X configura5ons) 25 y. Therma-Tru ricer-Ciassioand Smooth -Star Nominal 5&#39;8&quctNon Impact&quot Glazed 12131/2022 No Yes No NIA Composite Edge Fiberglass Door Panels With Vented Sidelte(a} (f nsW ng/Outswing, XX XXX or X)= Confguratcre) 28 z. Themna-Tru Ftper-C.lassio and SmocttrStar Nominal 8&#39:0&gwtNon Impact&quot Glazed 1213112022 No Yes No WA Composite Edge Fiberglass Door Panels With Vented adellte(s) (1-wing/Outs+,ving; )(Y. XXX Or XXXX configurations) 27 za. Therma-Tru Fiber-Gassicand Smooth -Star Nominal B&#39;8 &gr=Non lmpaq&quok Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door with 3&#39; 0 Sidelhe(5) 0 nawnglOOutsMng XO, OX or OXO conflguratlons) 28 zb.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3g,8&quotNonlrnpact&quot Glazed 12131/2022 No:. Yes No NIA Composite Edge Fiberglass Double Doorv✓ith 3&#399 Sidelines Inswin /O 'n - d 6 ub1N OXXO g 9 Wnf1 UfatlRn e ) 29 zc. Therma-Tru FIper-CtassiR and Smooth -Star Nominal &03 90 &quotNon-Impact&quok Glazed 12Y3112Q22 No yes No NIA Composite Edge Fiberglass Single Door wth 3&030, D Sldelite(s). (Insvdngloutevang, Xo, OX or OXO configurabon.) 30 zd. herma-Tru F_ Ibe - lassi and .Smooth -Star Nominal 8 &#39.0& uat:Non-I mpactaquot, Glued -wth 123112022 No Yes No NIA Composite Edge Fiberglass DoubleDoor 3&39;0 Sltleltas (Inswng/Outsvng; OXXO- configuretion) 31 ze. Therma-Tin Fiber-Claeucand Smooth -Star Nominal 7&#39;0 &qum;Non-Impact&quot; Shaker 12I3112022 No Yes No N/A. Series Composite Edge Glazed Fiberglass Single Door vwth or wthoui 1 &#39 2 Sidel4e(s} (InewinglOutswing; X, OX XO Dr OXO configurations) Florida Department of Business & Professional Regulation Building Codes And Standards Product Approval Application Detail Pagel oil IIEWM21 Florida Depadmentof Business &. Professional Regulation Building Codes and Standards Product Approval Application Detail postal art irbrDg9 Cod. Wt, At, date Data Pending 942 code Entity or nag Data hate Parching Date -oe Version Manaraetorer contact 'Enechreor 9 License VaiMated By Validated _ S bmltted FBC Am..[ Approved Status TV- Version Manufacturer correct Engineer&License Varidatae Be Vatiaalod ubinittmf' FSC Aooroai gpuarpygg status Affsnlatlon 2020 PGT Industries Jens Rasowskl Miami Dade 6CC0-'CER N1lem'eoade BCCD-VAL 11/052020 lipfi 0z0 IItl IM20 Approved Revision 2020 MI Windows and Doors Brent%inger Amencan Archfteadral Steven M Wch, PE 10t06f2o20 IOM612026 10/19/2020 Approved Category: Wnaaaa. (341)486-0100 (786)315-25H Category: Whdp (717)365.3300 Manufacturers AA-Ifition f71n 317.8454 Subcategory: Single Hung ]rosoanIIdQPSrindusaI SU9Category, Hotzol#ai Show bsibingaroantwd.com Compliance Method Certification Mark or Listing - on - Compliance Metho2 Cerfirpation Mark a Listing PLk238-R2a Prododts - Quality A -race Apoavadfa Lisa Approved for Use Nnoact Boston #15H6359:40 Products - - Quality Assurance Aooroved for Use - Approved for Use. tMDaCl NAM, Seq# Product Model, Number or Name Prodirtl Desedotlon Contract Expiration Date hI HVKZ Waldo HVHZ Resistant Pressure 9-0 Product Motlal Nurnhar Orme Prorlrxt DascriMian opwaa Exorran-pat.. in HVHZ Autsido HVHZ assistant Pressure 2 sH55o❑(Large Missne Impact) V' n le ndow 07n32025. Vinyl 8fg HungUt Yes Yes Yes WA t H5188Ffn and Flange Frame 73x621nsukled Glass 02/162024 K. Yes. No *857-68 Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation P.R.l W I Florida Department of Business & Professional Regulation Papa i at Building Codes and Standards ION2021 Building Codes and Standards 1F92❑21 Building Codes and Standards 115=1 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Cod- Ty Version Manifeaul- Entity- connect Epoineer&License .yandbad Bu. .Data data Validelad. Submitted Data ParMino -F30.A-val 2112 A,,rQtt4 Status.. Cad. ,11-0 Version Manufacturer Entity,, Contact ErwNaor B Llgenar Validated By Dole ost. Data Handle validated "Mitt.4 FSC Aonroval Data Atim,vict Status C9.d4 EntIN or f,�a{g j3ajp .Data Penalrea gig 7- Version Manufacturer contact Ebdinver&License Validated Be 1Jaliddla ,Submitted PBC Approval Anpmerd Status Afllmiatlon 1A20 PGT Industries C.Wgory:,Wndovrs: SubCateg.ry: Fixed _. _ - Jens RodowsM Miami -Dade CER Mlamf Dade aCCO VALL (041)466-0100. (786)315-2590 91f054020 t1 f0512020 11l1112020 Approved _.. �, R-nswn 2020 fyl windo,.s and Doors Cacogcryt Windows, Subcategory: Will- grant Stringer Luls RleniasL PE .Stevan M. UHch, PE g.. (717)365-3300 PEE6251.4 (717)3178454 bsitlingaramhvd.com 10106 20 1 � 020 l20 010612, 10i192020 :..... 2l15/202b rorad 1 Mp.. PG7 dusMe. Affirmation 2020. In a .- Cal.gonn lrvindmys. subcategory: Mehlons -C -Dade. C O- L Jens RRsowskf Miami Dade BCCD 0ER Mraml a e8 C VA - (941>460-9100 (786)315-2590 ]mOWskltp9llndu9MesC 111052D20 1i 20 ro52G 1 1l11/2020 roved Approved Compllane..Mallotl: CertiAc ter Mar, or Listing pro Compliance Method: Evaluation flepRn from a Compliance Method: CertiApation MarkorListing om j1UY2434i24Protlucts - Florida RegsteredAmhitector. LiPanused Florida RroreasionalEngineer ✓fC9d281.Ri3Products'- - .. -. _ - - - -.-. Ouallta 0.sturanea. - Anpravgd farUsa Anoi.ved 1pr Use llnpacl, Degy� -:. .:: ... •p .Npraduets-: •- „ .:. -.r ':. O uality Assurance A-vsd for Use A.-vadfor Use �' n.. Product Motlel. NumbaroName 55.9.E PW-582o(Long. MIWI. Inn act) P Product Deserlodon .rkraciExolratl.n Date Vinyl Fliedi Wind- 04f302025 in HVHZ-: Outside HVHZ Yes Yea Riatmd esPressure es N Yea 8.pk Protlutt Modal. Number or Name Quality Assurance ProductDescflodon ConhactEmhabn Data Aneravadfoov. russ Anerd for turns in NUHL Outside NVHZ Imgand D,gpjyn Realetarst P....2 $^@g4 Product Model. Number or Name f Mulfimsfor All Doors andWindals Product Desorption Comract Exnlratlon Date Aluminum Mulrolr9 05262020 In HVHZ flutsldeHVHL Yes Yes ftes nl Yu Pressure NJA 5784 Varucel Aluminum Muih.c IMIJ2024 No. Yes Yes NSA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pesa:l al W021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application: Detail Page 2or 101912021 code nt ur Date :Date Date PNndlna fit# Code IstIrtyr or.. 'Nth Oar- Data Pendlno Date T pa Verolbn Manufacturer Contact Engineer& License Vagdsted By Vafiddele submitted FBC Approval Approved Status TV. V ..Ion Manufacturer ,Conrad Enanaer&License Validated By Validated us b." FBC A-vai Approval Status Redd.., 2020 James HardieBuilding Products. Inc. Chad Dlersks V. Andrew Tan John Southard, P.E. 0110W021 12/102020 011062021 ding Per Appn Revision 2020 Aside Nick Thomps-n Lyndon F-Schmidt, P.E Ryan J. King, P.E. 02J152021 0211W2021 02222d21 04f13r2021 Approved Category: Panel Wells (me) 545-059 PE 81662 (352)367-2528 Calogory: Pan of Wells i,330)922-2389 PE-43409 4613) 767-6655 Subcalegory: Suing chad.dimcks*jemeshard Subcategory: Soffits nthomp-C.1sid-con Compliant. Method: Evaluation Report froma a.- Compliance Mathod: Evaluail- Report from a Flodde Registered Arcn tector a Licensed Florida Flodde Regki-dArchmea or,. Ucensad Florida P-cfessionel Engineer PrOessionel Engineer Ur13192-RS produpls.. f W72-RS Quality Assurance ADhrovedfor.Use Aotlroyod for Use termer Deelall Q-11te Assurance Aoororadf-Use Approved for Use Imoaa Nehat than # Product Model Number or Name Product Llescrlpllen Contract Exblrellm Date III KVHZ outside HVHZ Reshta t Pressure Slag Pr.duct Modal, Number., Name Product Description. Contact nic retion Dot. Nt HVHZ Outside HVHZ Roaistant Pl-ra 1 Cemplank Lap ading iber-meat I.Psid"ng 12✓3i12023 Yes Yes NIA N/A i a: dquIX;2TBquot Soffit Vent or Solid Vinyl SWfiI 1D312023 No Yes No NIA 2 Hud.Plank Lap Slding Fiber errant IepslkAng 12MJ12023 Yes Yes N/A NIA 2 b;&qud;Alliance T4&gVa:Somt Vent or Sold Vinyl 5,111 12/112021 No Yes No NJA 3 c BqueYGreenbdar Vintage Beadedb#30: Son, Vent or Solid Vinyl Bonn 12/212G2S No Yes No NIA 4 tl &Wct:D5&gUet, Saint Vent or Sold Vlrryl5of8t 12r3f2023 N. Yas No HJA 5 a &quct:Gh.rl oak&quot Soffit Vent. or Solid Vinyl Sdith 12/312023 N. Yes No NIA 6- f. aquct:5uper Span&quet; Spilt: Vent or Solid Vinyl Soflk 12MIQ023 No. Yes N. :NIA Florida Department of Business & Professional Regulation Paget oft Florida Department of Business & Professional Regulation Paget cfl Building Codes and Standards 10,W2MI Building Codes and Standards i WD21 Product Approval Application Detail Product Approval Application Detail .erada. Entity cr we 2 tg, Date Pending 211115 Tvne. Version Manufacturer Comae Endneer&License Validated Me Validated Solemitted Fag Agn-t Aegmene status Rsvisi. 20 0 n _ 2 TAMKO Building. Products Kerrl Edon Robert Nkminon John W, Kn-ravlgh, PE 10A1412020 0929f2020 _ 10J122020 12115f2020 roved Approved Cats : Rooting g ry 9 417 024.9044 E-52166 f ) P (254 72-6224 4. ) 7 SubC t. . Underla ant go7 Yin s _ kern adept-'amko.ewn �t Compliance Method: EValliatlon Report tom a Florida Reglst had Ar h tact er a Licensed Florlda Profaner -I Engineer f W132x.Ra Products' -Y L- QualltvAssurance Ageran-ciforUse Apo rae.d for Us, aboael pagfpn Seo# Product Modem Number or Name Product Des( rialle contract Expindian Date. in HVHZ. outside HVHZ Resistant Preasure 1 TAMKO Roof Underlayments(HVHZ) Roolunduliymenta for use in FBC HVHZ 081292023 Yes No N/A N/A ]prlsdgdons. 2 TAMKO Roof Undadayments(NDN-HVHZ) Roofundedaynnanla for ua. h F aC nm44VW O62B2023 No Yas N)A WA lurlsdgtons. ode EntltV clare Date Dale pendlrea DM Iygtrson MnufoetUo Correct Enpina.&Ucan, Validated IN Validated Submrtted F&C.Apprevat �t8r1aQ Dtat E ReV,slon ?02q L.V. Thompson. Inc. dba ThompsanNchitccturel Tony Christman Zachary R. Priest Steven U I E .Ste M. T.ch, P 09/1720 OW1 92 020 20 612. 092 020 2f1 12/152020 roved App.. C n T 0r Memis om a (AMC P Y 813 248-345 PF-74021 i 1 6 (717 317-8484 ) Category: Rooting Icev� ronetalrcPrn cam SUbCateaory: Roofing Aneessones that:arean Integral Part ofthe Roofing System Compliance Method: Evaluation Report tom a Florida Registered Architect ore Licensed Florid. Professional Engineer #1ak46919"RaPrpducts Quality Assurance Approvedfor Use Approved for Use impact D_glgly a-* Product Model, Number ca Nama Product D,,i U n Causb act Expiration Date in HVHZ 0u1siess HVHZ RaslrtnM Pressure 1 TAMCO Flat Top Off -Ridge Vent ndm Bents ter The 26 ga, siaflc roofventlletorwith bait. 08/092026 Yes Yes NIA NIA 2 TAMCO G-PeeRVent 26 ga. 09/092026 No Yes NIA s01-52;5 3 TAMCO Off -Ridge Roof Vant with Baffle . 20 ga. static roofveallstor with Integrated Who 0W092026 Yes Yes N/A NIA 4- TAMCO Round Top i')iFRidge Vent with B.ft for Tile 26 ga static roo(valglata wpm battle - 09YOB2026 Yes Yes NIA NIA Florida [)apartment of Business & Professional Regulation pager pfi Florida Department of Business & Professional Regulation Pagel elf a Florida Department of Business & Professional Regulation paged era Building Codes and Standards tUF421 Building Codes and Standards WapZl Building Cigdes and Standards 1252o22 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail coo troy 292 Dune pate PNidlna Data coda 6nN or Data Data Data Pandimi Code Entity m Date Data Date pending Date 1x0 Verson Manufacturer Contact Enoimser&Opens. vatdatetl er Vandated sunm ttial FBC Approval Approved atabus T_oo version Wrohict. r Contact Enalm-&License Validated By Validated slatted Sigh lit PBC Aopr.v.l Aoomvrd Status +die V.rsicn Manui'acturer CQm1act SwineerilLUcense Validated By Validatand Sub FBC Approval Aoo�ovQd Status anon a Revision 2020 L c tr' Ka ins Jelley Jam- Bueknu, P.E. Stevan M. Udch. PE 1123P2020 1123202P 1129.'2020 ding FBC Appn Revision 2D20 aeol Roofing Anderson Rabin IA.PM(7 Uniform Evaluaton Gary W. Walker 11/0372D20 tl 1l02rH120 11/D512020 Aopra2d t Revision 2020 Global Protection Products. LLC. i .N o Water .Tea Jr. PE. Jot necavioh PE 09108=0 09/08J2D20. Tim R Mr15 n A n W. K IWOV2020 12/15/2020 Approved pp Category: Rooting (501)983-6183 PE-31242 (71T)317-8454 Category: Roofing (81)1)380-6091 Services LLC. (205)854-0160 Category Shutters (964)889-7545 PE-44167 (054)T72-6224 Suncatagpry: Roofing Accessodes that an Nelleypiomatco.cem SubCamgary: Roofing Tiles RcbinMde150nCba9l.Co BupCatagery:-Shim Panels tim.robinsonQgppent:wm Imaginal Parofths Rooting System Compllana Mehptl: Evu511aReport Roma Compliance Medlotl•EaaluaHon Report froma Complium Methad: Evaluation Report hum a Product Evaluation Entity Florida Registered Architect ors Licensed. Florida Florida RegistereclArchiteet or a Licensed Florida , Professional Engineer Prof-salbnel Engineer F1;10Ua9 Rf2Pr;dUjc1bs �Frr 7202 Ra Prod ds . , QUaIIN Assurance ApbrevM far Use Approved for Imnt,, '. Sauk Prod. t Model. Numb Narcm Produetcourl.tlon C-Hra.t Fliplration Dace ut XVM2 Outsltlo HVHZ i.a,�,a,y. Pro=sigh a Pressure 1 A hence era for Use. ua IN su A ii_li 8g=L4 oprpvetl for Use Impact O ualty Assurance AnproVad for Use Approved far Use Impact I n Imoa 4�a .p_ 16 Saxe shake Slel C n -Mate S tOld En fish p6 Y e iN D plat rile-❑ 21 020 I Profile enyer CO 1 13 2 ,. t to Yes N to MJA t o I u e out # PratlUe tle Number or Nam Prod Let Description Cc rant irallon Cate in HVHZ u Ol n lExp outside HVHZ Resistant Pressure Seo# IRa pt Model Number Name Product WaarkAWn C-1-1 E ton Date In HVHz Oulsida HVHZ Roci start Ponna" Thatch &amp Impact 1 20 Gage Galvanized Steel Storm PanelslHVHZ Corrugated Galvanized Steel Storm Panels retained 126112022 Yes Yes Yes NIA i Deck-tin"-DA-4 or TR4901Deck-Air DA4 Los Profile, Polypropylene PI.Aic,-Rood.Venl 1211OM25 No yes Me +07:5f.W:5 17 '.Saxony 500-Slat. Shake Bamp; Split Shake Flat Profile - Stockton. CA 121312020 No Yes. NIA NIA or not by tracks to provide hurrcane protection, Mechanically Attsched la Plywood beck:. is -Saxony 800-slats, Shake amp, split Shake Flatpofle - Make, CA 12131MO20 No Yes NIA NIA 2 24 Gage Galvanized Steel Storm PanelslNHVHZ Corrugated Galvanized Stsei Storm Panels retained 12131I2022 No Yes Yes NIA 19 Sa y700- Shake, Slane bump Spilt Shake FltPoflle-Stockton, CA 11/12620 No Yes NIA NIA or not by hacks to provide hurricane protection. 2D ZI Saxony 700-Sh.ka, Slate &amp: Split Shake. Tales Espana lBa rCalma Flat Profile- Rialto, CA 12131,2020 High Prails-Katy, TX 12nl 2020 Na No Yea Yes NIA N/A NIA NJA 28 Villa Low ProNe - Katy. TX 1 MI Q020 No Yes NIA NIA Code Tv-- Version Manufacturer R.U.a11 2020 Alpine. Category: Structural Components Subcategory: Truss plates Compliance Method: Evaluation Report from a. fLflla88-R7ProUu-u Product Evaluation Ent dY Bea A Product Model. Number or Name 1 ITW BC tie. herStren Strength H Sam t.5 GlAlpl 14 g 9 f P. ) 2 ITH BCGIApine Hinge plate 3 ITN BCGIfVpine T,.I. 4 rrW BCGIAlpine Wave Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ger oft FloridaDepartment da Dtment of Business &.Professional Regulation pager oft 11-rR21 Building Codes and: Standards U712D21 Product Approval Application Data ll Entityon ga Data pate Prndino Data ,contact Engineer & ucaree V.IR140 &r yirldat eii Si pmil ad FHCAonroval Approved &.cos Stuart Lewis' ICC Evaluation Sarhdce LLC W Ill m M. Ranieri. PE a ie I=V2020 1D 2 r72f20.0 11A52020 1 W05r2020 roved Approved (321)710-3377 (407t 581.1217- - slewlspeipineite%coin Quality Assurance Apouyedfpr Use A-PIn lfor Use jmuaa D Product Description Comracl expiration Date In tiVHZ Outside HVHZ Resistant Pressure Metal Connector plate. 121312024 Yes Yes NIA NIA Metal Coined., Mate 1213112024 Yes Yes N/A NA We Connector plate 121'312024 Yes Yes N(A NJA Metal Connector Plate IV312024 Yee Yes N/A NIA Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards lnr�A21 Product Approval Application Detail Code EnLN m Date Date Daft Pending Data j,Yge Ve sl.n Manufacturer contact Endrleer& Llcerse Validated By VagtlaCed Subr dt a PBC Approval Ap" Vents Revision '2020 CAST-ORETE USA,. LLC Craig Ford- Miarru-Dade arvo -CER MIeM-De.de BCCO -VAL 11202020 1027/2020 11272020 Asprwed Category: Structural Components (M3) 621-4641 (7W) 315-2590 Subcategory: Products Inlroduwd as a ResuR of cps rclne�castcrete.cpm NitTeohneieVy CompllanoeMethod: Certification Mark or'Lisdng >FLifiSB-R13 P?odacts Qualiv Assurance Approved fbruse JurProvadfal gee Impact Deal - Soo # Product Modal Number of No" ProtgO Deacdpgon CorMrael Expiration Data to HVmz outside HVHZ Resistant Prossume 1 High Strength Concrete Linteis 4, 6, 8. end 12Inch wide smells 05/212022 Yes Yes NIA NIA Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel aft Ruarm1 Dade EEEMthra pale Date Date Pending ate 7VD. verst.n Mannfacture contest Endneer&Lleense Validated By Validated In.d FBC Approvct Aooroved efatus Aifirt Hon 2020 Alpha Aluminum, Inn, Jose ova Luis R. Lomas seven M, Urlch, PE 11M 612020 1: VIV2020 I112012020 Approved Category: Panel Wails (4071509-2008 PE-62514 (717),317-e454 SubCategary: Stets eoh..Wm1n-Ir e$yah. Compliance Method: EvaWtion:Repan from a o.com Fronde Registered Architect or a- Licensed Florida Professional Engineer Quellly Aserrl'a1C. ApUroyedfor�UBe Agnroyed rot use :Imtlaot pastas 2191 .Product Madel, Mannar or. We,, Product Descrlotion I.HVHZ. Dutaide HVHZ Resistant Preb.ure ! Alpha Alumnum Solid 5amp Venred'AWminim Soft/ Alpha Aluminum sold damp: Vented Aluminum 071302)23 No -Yes No N1A CMU &amp; Wood SoKV CMU &amp; wood Florida Department of Business & Professional Regulation Page I ore Building Codes and Standards 1092021 Product Approval Application Detail calla anthly or. DBLe Date Date Pendlno DaL Tk version Manufacturer C_(.t ErnakencrBLcense Validated By Validatetl Submitted FBC Auomval Aodrovtid stadia: Revislan 2020 MITek Inc. Erin Walden ICC Evaluation Bervree, LLC ICC Evasuatlonservice. 06/1112021 WOW= 0811M021 Approved Category- amdureiCsnpvneMs R152)6984635 LLC. Subcategory -Tuns Plates ev 10-climli.com (205) 599.0800. compllanca Metlrod; Evaluative Report from. Product E.W.11a1 Emily fLiez1s74�`Rigducts - - - OARVAssuralce Awroyellmuse Approved for Use ImpW Deskrn e .S3rE Product Model. Nu er or Name du t o0 tub Product Descriotlon Pr Correct Eeprallon Date m HVHZ -3 outside HVHZ R s 1 prgsgUre. 1 - 6 M1 AHS high strength truss connects late 18 go. 4 tmn9 F 1 2/312022 Yes Yes NIA NIA 2 M163HS 19 ga super high strength Vusscormeptor plate 12r312022 Yes Yes NIA NIA 3 Mil 16 16 ga muss cmneaor plate 12/312022 Yes Yes NIA NIA 4 M718HS 18 ga. high strength truss connects. plate 12/312022 Yes. Yes WA PIIA 5 M720HS 20 gA high strength truss corrioda plate 1213112022 Yes Yes NIA NIA 6 TL18. MT18 18 g.. muss connector plates 121312022 Yes. Yes N/A MIA _ 71.20, 1,720 20.ga. truss corlmdor plates 121312022 Yes Yes. NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.R.1 d2 102D21 Cad. Emu, ar Data Data Date Pending Der. Tie version Manrrlemkiei cwtaa terstil eer&License Validated By Validated 3tpini ea FBC Approval Approved 9 tt Ret49idn 2020 GAF Michael Stich Robert Nieminen Jahn W. "ezevich, PE 092WD20 09/211-2020 10K22020 12/151202/) Approved Category: Roofing (800)700-3411 PE-59166 (954)772-6224 Subcategory: Asphalt Shingles Mstlehfgar,oem Compliance Method: EvelualitlT Report from -a Florida Registered Arch Root or a. Licensed Fonds Professional Engineer '.. FLOW24-R29 Products - - _ _ Quality Assurance Awrovedfor Use' Approved for Use kano �sktn I S as Product Model. Numberor Name product Deacriotlon Cbmract Expirallpn Date in HVHZ OufeidHZ e HV Resistant Pressure 1 GAF Asphalt Rpof Shingles Fiberglass reinforced 3-tab, laminated. 5-teband 121162072 No Yes NfA NIA hiphidge asphalt shingles Florida Department Df Business & Professional Regulation Pagel oft Building Codes and Standards 162021 Product Approval Application Detail Cod. Entity or 2M Dying Date Pending PDT version Manmaeturar Contact Enina.e I Uc.ns. validated BV Validated sutimNted PBC Arnar.yal Approved Statu. R wgion 2020 Flodda Metal Products Inc. - ' P St ve Unch. E Clerk Jonrs James L. Dick r.. .E a.nM P �,2 9 02c D52. 02(I F25r2 0 1 0/104/2020 1211CV2020 rweA Cate o : Roo9 904) 783-840❑ C RUCK Enginan9 (71..7 . 397-645 9 eta R Acces rtes her a SubC o 006 t ,ar .ati a ry s Park@flamco.com PE-31242 k'� integral pad-ofto R Fngsystem ComplianceM shod Evaluation Rap.r froma Hands R :gin Ted Archltect.ra Ucensed Pence Professionel Engineer f 31gLRz•pr°ucts M - - - - Quallty Assurance Approved for Use. Approved for Use. Impact Deglan Seek 3 Product Metal. Number.( Nam. 3-FLAMCO&quot;RV lO Ridge Ventbquot: Product De Witicn Cprtract Expratlon Data Aluminum pegs Vent- for cliched roofs fabricated 121312024 In HVHL. No outside HVHZ Yes RosMtanl No Pregsura NIA from 0.025'Aluminum Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 12s12022 Product Approval Application Detail CCode Entityor Date p&- Date Pending Date Tine Version Manufactu Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Rsvisivn 2020 All Arrtaric n Shutters and Glass a b" r Tr 'BRP.E.Y28/2020 Mica Dar le I Frank L. Benrtardo. RE , P. vY hop 1Q1512Q20 ( 1110512020 12J15/2020 AP P roved - Category: Shutters (581) 712-9882 PE-0048549 - (954) g47-0860 SubCategory: Storm Panels nlikeb®al lamericanshutte -M Method: EValuatEnR Compliancee ePortfroma rs com Florida Registered Architect or a Licensed Florida Profea clonal Engineer Quality Assurart Anprovedfor Uso Aoorovedfor Us® IDesign mpact -su Sol; ik t r rt4ame Prod Let Model Number o Product Descl tle ConhactE piratfpn Date 7n HVHZ rp n x Outside VH2 H Raslatent Pressure 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12/3172022 Yes Yes Yes NiA Florida Department of Business & Professional Regulation Building Codes and,Standards Product Approval Application Detail Page.1 oft eM4ngx1 Code Stiffity or... bate Date plate. Pending Data Tv"V rson M-Innotur.r contact Ewinser&U-00 Veneratedev te-1'4Ela4 iitd FBC Appol A r-@9 S[tus. � Revision 2020 Weyerhaeuser Rob Baldwin ICC Evaluation Service, LLC Ian Lehrer, P.E. D21020021 1u1312020 02/03/2021 Approved •' cat . Structaral c manta Darr army 253 924.6476 6081639-32M r s ) SubCategery: Enoheered Lumber Rued B.1mvin@meyah. Compliance Method: Evaithi lon Report Trvm a: euser.epm Product Evaluation Entity .PtoWSi7*R91prieskrLis - Sea 4 Prockta Model. Number Or Nam Q,IdkvAssu Product Description Contract Expiration Coo Aooroved for Ur In HVHZ AparpvM for Use outside HVHZ Impact Resistant 0,51.0 Preaiyrg i Ml armam LVL m Lanated Veneer Lumber 03/312023 1110 Yes NIA WA 2 P rallem PSL Parents[ Strand Lumber 031312023 No Yes NIA NIA 3 T nnherStrand LSL Laminated Shand Lumber 03/31/2023 No Yes NIA N/A 4 TJ RIM Board Shu Uulal Composite Lumber a Oriented Strand 031312023 No Yes NIA N/A board Rim Beard 5 Weyerhaeuser Rkn Board Oriented Strand Board Ron Board 03Ps12023 No Yes NIA WA -F-F N N C_ CL .� U N �U[ ems+ U 'L C O �U 2 3_ O N O M r a - CU CU •� 0 ^ W E L O 0 _ f (a -0 -1` V) Z Z W J r 1 V1 Q r r q 'J J - U O "tf Cn (D W Z cn O O U O L W =3 < O L_ W W z hJ z Q J 0- SHEET NO. PA 1.1 _4- Q) Q) t!) C,0 U 0 ` (�� CL � O • ® - Simpson Strong -Tie 2020 FBC Approved Products Updated 121302020 p rStrong-Tie2 � Simpson 2020 FBC Approved Products U dated 12/302020 p- •. � _ Slmpson Strang Tle 2020 i=BC Approved Products Updated 72/3P2020. • � Slmpson Strang -Tie 2020 FBC Approved Products Updated 12r30P1020 p "r ('�j Q O � For direct Inks to all 8ST approvals listed below CLICK HERE, , For direct links to all S8T approvals listed. below, CLICK HERE. wwa� For direct links to ail SST approvals listed below, CLICK HERE , - For direct links to all SST approvals listed below, CLICK HERE. -. W �+r Faradtlitlonal iniormaUon reartlm Fldndas5talewida ProductA royal temand Marro Dade Count 9_ . 9 Pp � Notice of Rcce [once N©. ,CLICK HERE. Y p ( AI -. = . Fa sAdllonal informatienraardin FIaIdSsStatewide ProductR royal temend Nlaml DadeCounNotice 9. 9 _ PP � ty dP Aeca lance{MC9A)•CUCKHCRE. p ..d iJh Iniarai r.-ar on s ale tlePotluct. royals te. and Miami Dada Coup Far addto al oleo eg_ding Fl. da $t,.wl r Approval Systern County -NariceoP Acce[anc. NQ CDCKHERE. p_. e(, A)., additional information re r Florida'sFlandas Statewide ProducTA Approval fain and.Nlaml a eC00n Far do 1 m art actin St 9.. g PP .Ys.. N Ce f Ao flip.. O ER . od a Ce Ce N CDCKH E tY p.. (. 1U U -a U) -dJ FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- (� 9116" and heights ranging from 4.5116'to 11". Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model- Number or Name Product Description version (H USC) available for models having width equaltc or O O 1 Masonry (TTN-55} TitenStainless Steel Concrete &Mason Screw 114"diameter Titan stainless steel masonryscrewa 1 A21, A23, A33: A34 A35, A44 Angles 1 ST, BTB, BTH Brick Ties greater than3-9116'. L O L O 2 APA21, APA4, APA6 APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 0 Q 77 3 APB44, APB44R APVB66, AP666R, APB88, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16, CS18. CS20, CS22 Coiled Straps 5/8"and heights ranging from 9-114" to 16'. Q LL_ _ FL#9589-R6 APVB44R, APVB66; APV866R, APVBSB APV888R, APVB1010, APVB1DI OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU325-SDS, LGU3 63SDS; LGU5.25-SDS Face -mount hangers (a O -4.- (a A APDJT2-4, APDJT2R-4; APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4; APVWT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionFfension Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers CIO Sea # Product Model. Numbaror Nama Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers ,� O f` 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHHE10, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H8;-H7Z, H16, H18S, H16-2, H16-2S HurricanaTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116"to 4- � (1) 2 SD9112. SD9212, SDI0112, SDI0212 Strong-DriveSD Connector Screw 6 APL4, APL6, APT4 APT6; APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT 2, HGT-3, HGT-4 Heavy Girder Tiedowh 518" and heights ranging from 3" to 10-15)16", Cn O 3 SD9112SS, SUG2125S Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26 APLH2eR APLH210 APLH21OR Outdoor Accents Light Hangers 9 HS24 HurricaneTie 17 MGU3,63 SDS, MGU5.258DS, MGU5,50-SDS, MGU5.62-SDS; MGU7.00-SDS Face -mount hangers co � -+-� r SDCF22434,SDCF22a12:5DCF22614,SUCF22700SDCF22838,SDGF221014,.. Strong.DnveSDGPTimberCFScrevt 8 BVLZ Brick Veneer Lodger Connector 10 HSS2SDS):5;HSS22,5DS3,HSS23SpS3,.HSS4SDS3 HeavyStudShoe 18 Ili series hangers M eas. ngr " r, Face -mount hangers In widthsran in from 1.9l16 to g ranging � � -- vJ Q SDCF221134, SDCF221334, SDCF271958, SDCF272356 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2; HST3, HSTS HST6 Straight Straps 1/$" and heights ranging from 6-15116" to 19-112", 5 SDCP22434, SDCP22512, SDCP22614. SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Mini Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28,, HTS30; HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221 100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZHTSQ20KTZ Heavy TwlstStrap 20 SUR,SUL;SURC,SULCseries hangers Skewed face -mount hangers available inwidths ranging from1- 6 SDHR27400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Comho-Head Screw 12 DS Dry Wall Stop 14 LETA Light Floor Tie Anchor 9118" to 3-9/16" and heights ranging from 3-1116" to 13314". 7 SD525112; SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12; LSTA15; LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURE, SULG) available for all double SDS25500: SDS25800, SOS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; on lyacute flange is concealed. 8 SDS25112SS, SDS252DOSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths rangingfrom 1-9116"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strang -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H1DS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS2O Light Twist Strap 6"and heights ranging from 2-5/8"to 11-114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT MediumGtrderTiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15: MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 1-30, 1-5Q, L70, L90 Angles 22 MSTC28.MSTC40. MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model, Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6683 Pre -Bent Straps Sea # Product Model- Number or Name Product Description 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LS30, LS50, 1_570, LS90 Skewable, Angles 24 MSTI28, MSTI38 MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116"to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18 MTS18, MTS20, MTS24C, MTS3D, MTS30C Medium Twist 118" and heights ranging from 7.118" to 30". 3 - - - - 5 BP318 2, BP1/2, BP1123, BP518 2, BPo185; BP314, BP3/4 3, BPRTUD3 4 Bearing Plates 24 LSSJ2BLZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hanger 26 -, _ NCA2x10 12, NCA2x12 12, NCA2x8 16, NCA2x10 6, N A2x 2 16 1 C 1Bridging,2 DGBF senesihan eis g v r To flange hangers available In wndths ranging from 3 �18 to 7- p 9 g O 9 4 CNW318; CNW1/2, CNVMS, CNW314, CNW5/8-1f2, CNW3/4-518 Coupler Nuts 25 LSSR1.81, LSSR21 LSSR237, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevsble Hanger 27 RCW612, RCW614 Wall Bracing 1/8" and neigh%ranging from 9-14" to 24", 5 CTUD55, CTUD65 CTUD66i CTUD75, £TUD76, CTUD77, CTUD87, CTVD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSI B, RPS22 RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTlJD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down $0 SP1, SP2, SP4 SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD413, RTU05, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHa Heavy Stud Plate Tie 518" and heights ranging from 9-114" io 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU28, MMLU28-2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUW, MMLU1311 Face -Mount Hangers 32 SSL5, SS2.5; SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 RSC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST5224, ST6236 Straight Snaps 718" and heights ranging from 1 1"to 32-1/2". 10 URS3 318" Uplift Rod Run Tiedowri System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30; TB36, TB42, TB48, T654, TB66: TBBG Tension Bridging 6 EGQ series hangers Top flange hangers available in vadths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW612, TVYB14 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS5 5M" Uplift Rod Run Tieclawn System 34 STC, STCT, OTC; HTC4 Truss Clips 36 VGT, VGTR,. VGTL Variable Pitch Girder Tiedovm 7 GLS series hangers Saddlehangers available in vrAdths ranging from 3-114" to 6-7W 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WS1 DOC, WB126, W8126C, WB143C Wall Bracing and heights ranging from S-VT' to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- IM" and heights ranging from 11" to 32". FL410441-116 FL#10531-115 9 HB series hangers Top flange hangers available in widths ranging from 1-9116 c; 7- FL#10447-R5 112" and heights ranging from 8" to3[ , Se04G Product Model, Numberor Name product Description Sea # Product Model, Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down Sed it Product Model, Number or Name Product Description 1 C81­12,374.5,:CBH2 37z7,63, C13H2 37x9.75 Concealed hangers, and heights ranging from 10-1iZ to-28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU)and toll -Flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" 10 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SD83, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9116" and heights 718" and heights ranging from 7 It7'to 37' 4 HDU2, HDU4, HDU5; HDU8, HDU.11, HDU14 Hold-down 3 GBC. Gable Brace Connector ranging from 9-118"to 23-15116"- 12 HGLTV series hangers Top flange hangers available. in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SDS; HGU5,25-SDS, HGU5.50-SDS, HGU5.62•SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14"to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHR02-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.25/325, HHRC5.375.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Tap flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Faoe-mount hangers available in widths ranging from 1.518" to 7- 9/18" and heights ranging from 18" to 26". 8 MPAI32, MPA144 Slap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-6/16"to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35; PA51, PA68 Strap -style purlin anchor 7 LRU25, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS: HHGU5:62.SDS, HHGU7.00-SDS, HHGUT25SDS, Face -mount hangers 3-9116" and heights ranging from 5-318"to 13-1/8", 1 D PA118, PA123. PA1287 PA135 Strap -style purlin anchor 8 LSU26, LSSU28; LSSU210 Light Slopeable/Skewable-U Hanger HHGU9,OO-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116"to 5- 11 STHD10; STHDiORJ Strap -style hold-down 9 TBE4, TBEB Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5_50110, Face -mount hangers 112" and heights ranging from 3-7/10" to 15". Concealed flange 12 STHDI4, STHDI4RJ Strap -style hold-down 10 TC24; T026, TC28 Truss Clip HHUS7.2511 D version (HUCTF).available>forall models having width equal to or 11 THA29, THA213, THA218, THA218-Z THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". r THAC422, THA426, THA422-2, THA426-2 118" to 5-I and heights ranging from 4-314" to.15-3r4"- 16 HWP series hangers Top flange hangers available inwrdths ranging from 1-9116" to 7- 12 THA11.81122, THAl2.06122, THA121122, THA1222. THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sized for Waists Concealed flange version (HSURC, HSURC) available for all I/8" and heights ranging from 5.318'to 28". THAL422, THAR422 Skewed Truss Hanger double 2X.and 4Xmodels; only acute flange is concealed,13 17 HWPH series hangers Topflange hangers available in widths ranging from 1-9116 tc 7-14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU20-2, HTU28-2, HTU210-2 Face -mount hangers 112"'and heights ranging from 5.318"to 32'. 15 THJM2-4-SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers- Face -mount hangers available in widths ranging from 1-9116 c, 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3 Y 16 TSBR2-24 Truss Spacer -Restraint 112" arid heights ranging from2-716'to 19-114". Concealed flange 518" and heights ranging from 9-1/8" to 16". C, , y� 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equal to or 19 JB series hangers Top flange hangers available -in width of 1-9116" and heights ® 18 VTCR Valley Truss Clip greater than2-9/16". ranging from5.318"to7-114", CD M 10 HUC01.81/9SDS HUCQ1:81111-SDS, HUCO210-2SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUCQ410-SDS, HUCQ412SDS, HUCQ5.25/9-SDS; HUCQ5.25111SDS, HUCQ610- ranging from9-3116to i3-if8". Q C4 SDS, HUCQ612-505 `- C U - � `fdd} N _5 co Ij V K V O Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 E Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12P3014020ul Fordirect Ilnksto all SST approvals fisted below, CLICK HERE. , For direct Inks to all WT approvals listed belae, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE. i For direct Inks to ell SST approvals listed below, CLICK HERE.n- Far additional information regarding laida's Statewide Product a System - � � � LICK HERE e9 g F Approval yet m and Marru-Dada County Notice of Acceptance (NOA), G a iris LlF,^F e „ additional � '. � a . _.- .. ___, For addinanal information regarding Flondas Staiawrde Product Approval System and Mami-0Dade County Notice of Acceptant (NOA), _i trF C IC:K aF additional infamatiatT regarding Florida's Statewide Product royal S tom. and Mimi-QadeCwn Narita of Acceptance NOA __ _...._. -_, For a o eg g Approval ys a ty p { ) {:LIC - E E 'f 1 Statewide - v System d mi-0Dade County Notice of cca pea A K H R a Foy additional information regarding F andas a awrde Product Approval man N4a ty A pta {NO 1. eg , a Ys. 21 LB series hangers Tap flange hangers available in width of 1-9116" and heights FL#11468-R5 15 SILBVI.56, S1LBV1 81, SFLBV206, SILBV2.37, S1LBV2.W, S1LBV2.68, S1LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5.318"to15-1/6". S1LBV356,SILBV362.Sl1_8V406,S1LBV4.12,SIL13V4.28,S1LBV475S1LBV5.50 6 Strong -Bolt 2.,(STB2STB2-4SS,:ST62-6SS) Strong-Bolt2Wedge Anchcrforconcrete available incarbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sec # Product Model. Number or Name Product Description 19 SILTT20 SIDTT2Z S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116"in 11 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD H THD-HMG, 7HD-H4SS, THD-146SS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchorfar concrete and masonry 23 LEG3, LE05, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HR516, HRS8, HR512 Satrap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718"and heights ranging from Q` to 33-1/2', 3 HUCO210-2-SDS, HUCQ210-3-80S, HUC0310-SDS Joist Hanger 22 SSP; DSP; TSP' :Stud Plata Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, ME07 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB31 THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-112'. 5 THGQ2-SDS3, THGQ3-SDS4:5, THGQH2 SDS3, THGQH3-SD84.5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler 7HD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1.9116" to 5- 6 THGW3-3, THGW34, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THD837158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114" to 24", TH050234RH, THD1O212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA} Wedge -All Anchor for masonry ranging from 3-318" to 7-1)8". FL#11473-RS FL#13904-R5 27 RR Ridge ratter connector 28 WP series hangers Top flange Hangers available in wvidtns ranging from 1.9116" to 7- see # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#1.6230.R6 113" and heights ranging 9 114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, GCQM4.62-SDSHDG, CCQM5.50-SDSHDG CCTQM3 62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62SDSG CCTQMS-50-SDSG,CCCQM3.62-SDSG, CCCQM4,62 SDSG, Sea If Product Model. Number or Name Product Description 3 H16, H1 5S, H16-2, H16-2S Hurricane Tie CCCQMS 50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-1 5 4 HETA12, HETA16 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQMS 50G•KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2 HEfAL16 HETAL20 Embedded Truss Anchor ECCLLQMD4.62G KT ECCLLQMDS.GOG-KT, EGCLRQMD3:62G-ICT, ECCLRQM04:620- 3 SET XP SET-XP High Strength Epoxy ;Adhesive for masonry Sea# Product Model, Number or Name Product Description 6 HGAMI0,HM9 Masonry retrofit connectors Kr, ECCLRQMD550G-KT 4 Strong -Bolt 2(ST62) Strong-Boft2WedgeAnchorformasonry 1 ABA44 ABA44R, ABA46, ABA46R. ABA66, ABA66R Adjustable Post Base 7 HHErA16, HHETA20 HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUMS 25, HGUM550, HGOM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titan 2Screw Anchor for Concrete W 2 r- ABU44; ABU44R, ABU4$; ABU46R, ABU5.5, ABUo 6, ABU65, ABu6s, ABU66R, ABU88, Adjustable Past Bass 8 r LGT2, LGT3-SOS2.3, LGT4SDS3 d Girder Tie own 4 LGUM26.2 LGUM26-3 LGUM26.9 LGUM28-2 L UM28-3. LGUM28.4 LGUM2 0.2. G I Masonry Beam Hangers y a g 6 Titan Hp HD-H4SS THD-HBSS THD-CS6S3 Cr ) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 Y t5' ABU88R, ABUI010 ABU1OIDR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210.3, LGUM210-4, LGUM46, LGUM48; LGUM410 or 316 stainless steelwith hey heeds and 316stainless steelwith 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base 10 META12, META16 META18, META20, MSTA24, META40 Embedded Truss Anchor 5 MBHA3.1219.25 MBHA3.12/11.25, MBHA3.56f7.25, MBHA3.56/9 25, MBHA3.56f11.25, MBHA3.56/11.88, MBHAS.56114, MBHA3,56/1 B, MBHA3.56118, MBHA5:5017s25, MasonryTop Flange Beam Hangers 7 Titan Turbo countersunk head. Then Turbo Screw Anchor for z i) 4 AC4, AC4R, ACE4, ACQ ACGR, ACE8 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry (TNT) concrete or masonry 5 BC4, BC46, BC4R, BC6, BCSR, SC8, BCS2-2/4, BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM2C Twist Strap for Masonry MBHA5.50/925, MBHA5-50111.25, MBHAS_50/11.88, MBHA5.50/14, MBHA5.50116, 6 C1344, CB48; CB48, CB66, C1388 Embedded Column Base MBHA5.50118 co 7 CBSQ44-SDS2, CBSQ46-SDS2. CBSQ6(s-SDSZ CBSQ86-SD82, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3:56/11,25, M13HU3.56111.88, MBHU3.W14, MBHU356116, MBHU5.5019 25, MBHU5.50111.25, Masonry Beam Hangers FLM6937-113 8 CC, FCC, ECCU Series Bolted column caps with Wit ranging from 3-114" to 9-112" and FL#11496-R5 MBHU3.56118, MBHU5.50111.88; MBHU5 50114, W2 ranging from 3-5/8" to 9 g MBHU5.5OA6, MBHU5r50118 Sea # Product Model. Number or Name Product Description O 9 CCQ-SDS2.5; ECCQ-SDS2:5 Series Screwed column caps wrin W1 ranging from 3-114" to 9.1/2' and Sea # Product Model. Number or Name Product Description 1 X34610I"KS XiS1016, X161016-4K, XQIS1016, XQ1 B1016.4K #10.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3-518" to 7.112" 1 DTTI Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XLQ114T1224 XLQ 1 14B1 224-2K #12.24 Strong -Drive XL Large;Head Metal Self -Drilling, Tapping ^ i.i. 11 12 EP844A, EPB44, EP846, EPB65 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD3B, HD5B, HD7B; HD9B HTT4, HITS; HTT5-3)4 Bolted Holdowns Tension Ties Sag # Product Model, Number or Name Product Description 3 XM0114S1224, XMQ1 14BI 224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 912-24 Strang -Drive XM Medium Head Metal Self -Drilling, O 13 LC644, LC566 Embedded Column Base 5 LTT19,. LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22433,, SDW22458 SDW22600 SDW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 X0114S1224, XQ11481224 2 5K, X114S1224, XQ112S1224 XQ11281224-2K #12-24 Strong -Drive X Metal Sell -Drilling, Tapping Screws with #6 Drill Point 15 MPB44Z, MPB66Z MPB88Z Moment Post Base: 2 SDWC15450, SDWCiS6D0 Strop -Drive SDWC TRUSS Screw g 16 PB44, P844R, PB46, PB66, P865R Embedded Post Base FL#13628-R5 $ SDWHI930OD6 SDWH1g400D8, SDW-119600D6, SDWH19800DB; SOWH101000DB Strong -Drive SDWH TIMBER-HEXScrew 5 XU34SIC16, XU3461016-5K #10-16 Strong -Drive, XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46: PBS66 Embedded Post Base 4 SDWH274000, SDWH276WG SDWH27800G, SDWH271000G, SDWH27120DG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 P046-18, PC48-16. Round Post Base Sea # Product Model. Number or Name Product Description Bolts 5 6 SDWS16212, SOWS116300, SDWSI6312, SDWSI6400 SDWS19600, SDWS1971Z SDWS22400,SDWS2250O,SDWS22512, SDWS228001 Strong-Drive$DWS FRAMING Screw Strong SDWS.TIMBER Screw(Intericr Grade) O 19 PC44-16. PC64-16, PC66-16. EPC44-16. EPC46-15, EPC48-18, EPC84-16, EPC66-16 Post Cap 1 2 SB518x24, SB7r8x24 S81x30 SSTB16, SSTB20, SSTB24, SST628, SSTB34, SSTB36, SSTB15L, SST820L, S8TB24L, SB Anchor SSTB Anchor Bolts SOWS22800, SDWS22900, SDVJS2210D0, SDWS221100. SDWS221200, SDWS221500 -Drive FL#35320-RO L 20 PC4Z; PC4R7, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPCBRZ, EPC6Z, EPC6RZ; EPC8Z, Post Cap SSTB28L 7 SDVVS2230OD6 SDWS22400DB: SOWS22500D8; SDWS226OODB, SDWS2280008, Strong-Drive:SDWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS221000DE Sea # Product Model. Number or Name Product Description 21 PPB44-4Z; PPB44-6Z Post Base 8 SDVV=3'1208B, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSC843.5; D5SCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS SDWS2740OSS, SDWS2750OSS, SDWS27606SS SDWS2780OSS, Strong -Drive SDWSTiMBER SS Screw 2 FC843.5, FCB45.5, FCB47 5 FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector W �'^v SDW52710DDSS SDWS27120OSS 3 FPHSD34S1.016, FPHSD3461016, FPHSD3461016-5K, FPHSD34S1214, #10-16 and #12-14 Strang -Drive FPHSD Framing-tc-CFS.Self- Sag 1r Product Model, Number r Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Straw FPHSD3481214, FPHSD34B1214-5K Drilling, Tapping Screws CC FL#10066-R5 1 CMST12 CMST14, CMSTCI6 CS14, CS16, CSI8, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25 LSFC4 25, LSFC6 25, SFC2.25, SFC4 25, SFC6.25 Steel Framing Connector V 2 HRS6,, HRS8, HRS12 FHA6,FHA2, FHAl2, FHA18; FHA24, FHA30, MSTI26 MSTf36., Straps 97 mil (12 ga) 5 LSSC425, LSSCB 25 SSC2.25, SSC4.251 SSC6.25; MSSC2.26, MS5C4 25, MSSC6.25, Steel Stud Connectors 3oa # Product Model. Number or Name Product Description MST148 MSTI6D, MSTI7Z SNST27 S1MST37, SIMST48 MSSC4 25K1ti MSSC6 25KW C\I 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28 HTS30, HT830C Heavy Twist Straps FL#1.5363-R3 6 RCKW3, RCKW5.5, RCKW7 5 RCKW3S, RCKW5.5S Rigid. Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LS'TA30, LSTA38, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTAi8; MSTA21, MSTA24 Straps 43 mil (18 go) 7 SC843 5, SCB45.5, SCB47 5, SCS49.5, SC5411,5, MSCB45 5, MSOB47-5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH46-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115 ST2215 Straps 33 mil (20 ga) sea # Product Model- Number or Name Product Description 8 SC532 51g7, 5CS62 5197. SCS6251118, SCS82-51118 Bypass Framing Connector 8, GH610.6, GH61D-8 6 ISUBH3.25, SUBH3 25, MSUSH3.25 Bridging Connector 1 AS 18 AS ISS5, AS 18S6 18 ga.. Truss Plates 9 SCW3.25, SCW5.5 Head•of-Wall Slide -Clip Connector 4 GLBSA, GLB5B, GLB5C, GLB5D, GLB7A, GLB7B, GLB7C, GLB7D Giulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20H5 20 ga. High Strength Truss Plate 10 SJCB 25, SJC10.25, MSJC8,25, MSJCI0.25 Steel Jo-rst Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLST520, GSLTS20 Glulam Bearing Plate 8 LTS12, LTS16. LTSIS, LTS2O Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector O 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTAX ST6215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (18ga) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTCBS, MS7C784 S762M Straps 68 mil (14 go) Screws W 8 UFP10-SDS3 Universal Foundation Plate 11 MTS121 MTS18, MTS18, MTS20, MTS30, M7S24C, M7S3OC Medium Twist Straps 13 XQ1S1016, XQIB1016-4K, X01S1214: XQ1131214-3.5K, XQ78S1 22 4, X078el 224-3K, 410-16:412,14, and 412-24 Strong- Dry a X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SM1.55, S161.81, SIB2.06, S1B2.37, S1132.56, 81132.68, SIB3.121 S133.56, S/63.62, VB4,06; Top Flange Joist Hangers FL#15730-R4 X0114S1224, XQ11461224-2.5K, XQ112S1224, XQiI281224-2K, X34131216-51t X1 81016, Xi S1016-4K XIS1214, X1 B1214.3.5K Tapping Screws Q S1B4.12, S1B4.28, 3184.75, SIB5,50 Z 13 S/BA2.1218, SIBA2.12110, S16A2A2(12, S18A2.12/14, S1BA4.18/8, S1BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description SIBA4.18112, SIBA4.18114 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A HurricansTie 2 GAC, GDP, GDPM-50,GDPM-75GDPM-100,GDPS,GW-50GW-75,GW100,GTH Gas-actuatedfastenersand assemblies 15 S/HD8S, S/H088, S/HD10S; S/HDIOB, SIHDiSS, SIHDI5B Holdowns 3 PDPA PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PII\fN PINWP-W, PDPAWL; Powder -actuated fasteners threaded studs, and assemblies 16 SIHDU4, ,S1HDU6 S1HDU9, SfHDU11 Holdowns PDPAWL-MG, PSVL9, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 S1JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. PA 1.2 _4� Q) MIA"Ma UL"m-DADrC0VXTY FGTrAdWtaiesjut, U) > 0 a IMCOVCTCOMMOL OCITON — a) CL PGTIadvastri".11ar. a) CL 0 a- SW26-SrI64 Roa=1262 NOTICE OF ACCIEPT.kNTCE,.IEN-IDENCESUBNMTTEID -PITAN --]E- NOTICEDFAACCE] L C EV]DENCESUBNG1 0- DEPARTIMENTOFREGUl-4TORYA"ECONOMICIESomcnp=) Mbfn� F1ofW33175-.k-V4 d) 315-2" -)315-259 . 9 90ARDANDCCOA TWXDMSWN TVt i , 0, FCM . - NOTICE 01F MCIPTANCE: EX "TDIENCESUBM01TED D. QUALITYASAIRkN—CE (35 C-) U) *WW NOTICKOF ACCEPrANCE (-NOA) _X"Xo1W*d*4M� A. DRANNINGS B. TESTS (cGntinued) 1, -AfiamiDadcDqmtmc4tofRe, gUlatofy an& Economic �Rtwzm (REX)� a) -0 0 Fr,T.1n&Mh*S, 1W. 107 0 Te. c haebgy Dii-vv, 1_ 5- Testrepoiton 1) Air InffitrationTest, per FBC, TAS 202-94 0 0 L North',V-enkt, FL 34275 (SrrhxdMeffujwder.N`0AJY& 11-0107 44) 2) Unifonn Static Air- Pressure Test, W FBC, TAS 202-94 E. MATERML CERTMCATIONS 0 scon, 2- Dawimg No., W5570.0,, titled-VmyI.Sliding-Gla% DOM NOA W', sheets I 3)WaterResistance TtSt, per FBC. TAS--)02-94. I- Notice of AcceptanceNc.. 1545124.14issued to Vision Extrusion Limited tortheit Co 0 4- Thnl4OAis.bmgiswedundutbeapphemble-nikeandregubLbmsgpvemmgthi--we Df through 21 of 21,.prqmed by manuf3durer, dated =5115� with mvision A dated 4) Large Afissile Impact Test, =FBC, TAS 201-94 'IA%ke RWd PVC ExMior Extrusions for Windows and Door�-, dated- 08/13/M 0 > E docunambftmasubmultedhas bemre-viewed and accepted byMami,,_D&de CountylZER-Prodwt Cvntrd Sectionto D4105/17, signed andLge*d by A Lynn Maff� P 5) Cyclic Wind Fiessixe ]��Pcr FBC, TAS 203-94 txpking on, 00/30J19. a- be used M !ade Covoy and o&uare aswhemaUawedby&eAu&orit3rHav-,*Tuyis�(ART� 6) Fmed Entty Test, Pff FBC TAS 202-94 -ceptarace -.16-0920,08kswdtoVuionF-vra4mLm IN heir -YE 1 Notice of Ac 7 3ited f t Cn CU C This.NOA&Uanotbevifid,,aftffffieexpwafimdatesta*dbebw-TheM=�-D&&C,ouayftodwtC;m&w&-c&-n 1B. TESTS -VdMWi`dgS2ndh1Stafti0U jagarnoftin *ng with mAmd i _yl did-ing gbsg door, pepmed 1000 Tan 202 and des (Non-Mlite) Riod'PVC ExteAer Exuusions 1br boter Shai U) anMiamiDade Coudy)and(ortheAlU (mavmjoOwdLan.Vm=Da&Coazay),reserve the right to have this .'ftd 1 Te -e Tea, per FBC IW-04 'tt rqpW on 1) Umhom Static Air Pmssm 7 TAS b�, Fenestration Tesliag Lab- Inc, Test Report No- Fn 8549- dated 1 lX6115, qp -!d and Windows and DooiV, dated 12/68/16, oq&ing on 1129J2 I- Materialf product ormahnial testedfpr quaWj&&M1W'eP1UR"ffi_ -Pr(X L P17 exiotmin-thiaccep*d If &j$' L01P NR-� Ju4W Test per FBC- 1AS 201-94 sealed by Idalruis OrtcA, P, E. (I7est report re sed on 120C 5 and G211 lf16) rvi 3- Notice of Accept ance No- 15-05-1& 15 issued to Vision FMnL4on Limited bm their I n "Brown �nu=et,91L-tnllmnbdww,wiltiwwlheem'peo.teofsucht(�dkgaad&eAlUma,yimawdiaeI rev y oke, modify� o1r M ��e Lo aft F13C, TAS 203-94 6- Ieg -rqxnt, an 1) Air Infiltmfion Test, per FW, TAS =-94 Coated (Painted or Languated)'WWO Ri gid PNIC Exterior Extrusions for suspend 4he: use of -such product or materW wiffik thew jua-isdictioa. RER resemes the:right to revoke this� acceptance' -if it is determined by M]iaMiX1fi& C =3t)r Product Control Sec tion diat 11ah. prodwt or maknial fa il s t a 'gPer . d00rpwpated A1Wg'*i&1i1i�_W draw aw insw'latift 44a'gratnof sliding gb% 1*4 2) Uni� Static:Air Pressm Test, per FBC_ TAS,202-94 'dated 08113115, expiring,on- 00361�19. Windows and Doon7l meet 1he requien=% &f &e aWlicat& buddiing co&- 711 by-Fenestralim Testing Lab� Inc, Tea Report -FTL8717, dated 12X 5,*iedand -No per FBC TAS 2-02-94- 3) Water Resistance Te&t- I 4-- Notice nfAcceptance No- 16-0712.027 issued to ENERGI FenestmfienSolutions USA, - Thisproductisamramidas . dekril*dheseirtan I dhas been, designed to empty wdh ihe MGVAa Bwldmg co' del 9 Meld by Idahnis � Oftqa,' L R E. (Test I wlx W wvmd = 02/1511 j5 an& 020-4116) -T 4) Large Missile Impact Test perFBC, TAS,201-94 Inc for their -TAN3!040 and Lighter Shades (Non -White) Rigid PVC Exterior g the Hjgjj Ve*4 Huni"nezone- 2,,. Test"i-q)W 1) A mom 6strPerFBCT �01"- 7, on JrIhfik _AS2 5) Cyclic Wind Poes5we Loadiagper.M. TAS 203-44 TxOmsions, for Windows, and Doon" dated 09/15/16, Cq"MgL on 02"D4f1j. DEscR=GN. Serits -M7&2M7 Vinyl %iffing Cja Door (R&jnfQrVed)w,*0,909& 13.40ewners-L-ML "PjeSSjWe'TeSj_ Per FBCILTAS 202-04 gong With Marked -up dnwinp and installation &Vm of vmyl sliding glass door pvpamd 5. Notice ofAcMtmce:No- 1"'71144 issued toENEKG1-�en;;tratim.Sdufions USA, APPROVALDOCUMEENT- DrawingNo-MD-5-5-70.0 ReYB, faded -Vinyl SlidingGlass DoorNOA(LW, sbeeb Watr L rL Rcstda=, Test, per FBC,'TA.S 202-94 52 by Fene=ftn Testing Lab, Inc, Test Rrport No- FTL 855- __ dated 1VM5, signed and Inc. for their -Bronze and Lighter Shades of Cap Coated Rigid PVC Exterim 1 thmugh 21 of 2 1, prqmedby mtw&duter, dated 10/054 5 and lastresied. on Offi 1,Q 1, signed and sealed by 4) JAW Miss& Imp;Kt Test per "C, TAS2101-91, -5) Cyclic Vtrad FBC_ TAS 203-44 PresgM L** per sealed by Idal= Ortega, P. E (rest repod wosed onO2115�2016) 7. Iest, report on 1) Unifono. Static Air PressureTest-, per FBC, TAS 202-94 Extrusions for M, indows and Doers" dated 09115116-.-' cqifwg on 0,4/16ao.L _6­ Notice of Acceptance No- 1"712.03L issued to ENM_Gj VMCSftat�on Soju'tjQo$ U A� A. tyan �Mff,, P-E., beaningthe M�iml-DadeConntyProdnd' Control Revisionstar -of npwiththeNotice Acce number and expu-stion date by the INEami-Dade, Cmn� Pioduct CotkaLSectwn. 0) Famed Entry Tinst per FBC� TAS: 202-94 2) Large 14issile lmpad Test per FBC, TAS-201-94 L Inc. for their -White Rigid PVC.'Exterlor Extrmsions for Windaws md Doors" dated Z ,ptance XINK I ME IWACT RAITY& IArr and &� Vw-iile lm*ae t Rtsi4ant along *7ft,=1dMd_V,p drmings Wd in�ticn_ diagum oryfily1sliding, glas's dooff; pepmed -Xa- 3) Cyclic Wind ?re&sme I.Arading per FBC JAS 203-94 M40/1 7, expift on 0MM FenedrAicinTesting Lab Inc TestRepqft FIT, &SU-�,datqd:l by M115, m9utd, ad along with ruarked-up drmings and itwtallation di; of I hd-- On's docfpiqpared, agram. %MLY "s � Ing f T Test_-rqxdsNo(&). 10-M�7921(A)� 1"6-MO527, 535753--09-,: per ASTW-44, 1 See tab je 1 (Sheet 1) and tftbleL 2 (sheet'?) fbrMAicable SGD unit sizm design ptr�, rein1breenients ty-^ Idabais P-E-(teatepott sealed b*j 0 rew ou I =, T(StRepWtNo_FTL,". Test_ thruA-2221 dated by Fenestration ing tab U (mmples'A ASTNb 1929 and ASTMD -63 5, issued by EXOVA to Vinm Extrusion forcelluloksic &Wrisear(sm tables H-1,&,B-'2j sheets llftu 16- 3,L' iist n!OW on 1) Alf nC TAS 202-% T -Per 11119/10, signed andLMJ& by jorge A- Canw, R E, (Subm&W tinder NO�4 N& 11- Composite material .glass ,2. Rigid Wb� -d) w L te,PVCTawQLon-,wbite,)Rilodi�,VCait4Bm-%ncoatbdo%Limodorlamimk hiie Rigid ?VC to be 2) Unifbim S tatic Air, Pressure, Thil Per FRC, TAS 202-04 .0107 "1 dubm&ed tinder AWA 2%1"o. 11-01#7,04) Z Per re 'd NOA7 :.Mq 3) Water Kqs� Test, per F13C, TAS 202--!�4 8 Test, report on 1) Air:hAftntion Tist..W FBC_ TAS 2D2-94 8- Notwe ofAcceptance NG. 14-0916.11 issued to Xuramy Ame&a.o Inc. f"tbeir 3, EgreSS opera ble&cffsmmtccn4Aywi&mmclm�a,uhbLorbeebtperFWzequuemetit as apphcable� 4)1. Mge InV2ct Test per FBC = TA S 2 01-94 Missi 2) Unif bm Sta�r_ Air Pressure, Test, per FBC, TAS 202-94 "SmiryGlast (Clearand White-) luterkyer'� txpiting on OM4118. -4. Pocket walls under separate appwv-aL to be fevievmdbylluildipgofficial 5) Cyclic Wind Pressum Loadmg per FBCr TAS 203-94 3) Water Resist;anoc Test, per FBC, TAS 202-19-4 9- Notice ofAcceptance No. W1117.01 issued to Kurmy Amesica, Inc- fbr their L.ABEMG.- Ewl unit -shall bear apetannuent: label with therraiannhutureesnamen or logo, Cit Y,Lstate andsersesarad �-6)F6Lrw.d1,nUy1esL per' N"TAS202-94 FBC 4) Laage Nlissile InVact Test per`FBCjAS 201-94 �`Tred&619-01i,,aclear. ClearandColor nB Inter1layerC, oq&fi3g on',DTADSIM fallowingsulkmwnt sami-Dade Coua y Aoduct herein- Wft,Mkked_q�dJaW� ''d agr along MP . , pr 'M of vinyl s4djag glass. dow- qmr- --oad ingperFBCjAS_203-94 5) Cyc&�Wind Premne L RU�,-EWALefffioNOAguMbermad4ffedaftff atenevnalaWlicahan has beemikdAindtherehasbeenno by Fewsh-afion Testing Lab, Inc. Test Report No_ IFTL &947- dated I IWI 5, si#aed and 6) F ofeed Entry Test - per FW I TA S. 202-W F_'. ST._JTEAjEN7rS. cha:nge in th ,e appli"blebul4dingcode -negativelyaf Fbctivg&e��perf sealed �_y ldiln�s Oftega, P_ E_gmt.re on o2ii-m along withmalmd -i�p drawings andin�fiion diagram of vinyl sliding -ghm dwar, prepared 1- Statement letter of contonnance with FBiC-50kEdidan (2-014) and FB1C-60`E&tWn TERMI INIATIONI'af diiiNoAwill i*aw af ter theexpittatica or remsmor M- the daje f *M haSbeeh a Chanp 4- Test repart on, 1) Air hfi*afion Teg, M FB C, TAS'2102 44 by FMestatjo[ft T'e "g I Qb, L Inc - Test, Rep ort No- YTL 633 7 (sampk �s � A- I tbru A-5), d a ted (2-01771 issued -by manufachm, dated 0&44117, signed & sealed by Lynn MWer, PT_ Use= 'Dr M Ypr%Xkm mseof I this NOA as a I neudomement of an 9-94 2) Unifonn Static At Pressure Test= per FBC, TAS 202 1206/10, signed and sealed by Jarge A.- Caiso, P. E_ (Submh*d under N0.4 No. 11- 2- Statement-letterof no fmancial intmstAated W, 8/17- issued bymanufkhmi, signed f& Sales Ifil a, this NOA. Failurelb co"lYwithany 3) Water Resistance Test, per FBC, TAS 202-94 01670) & sealed by Lymn Miller, P_F_. sectionzf this NOA"be cause forterminatimandzemovalofNO& 4) Large MsWeImppa Tmt perFBC, TAS 201-94 1 Letterof lab. compliamr, pmt of the.above test reports. ADN!ERnmm,N7T. TheNclAxtunimepf meded by thewords mann-Dade County Fbnda� and foll med bythe 5 , ) CyclicViad Pre,� �, L adj FB-C, TAS 2,0�-94 C. CA L C UL AT I ONS 4,, R—EIL-Test Proposail No.L 17-039T� 4,atcd,05,M55117, I E signed by shaq Cbauda., R expiration"temaybe&,0ayedin Ifanyporbouaf the NOAig displayed, then it shall be fi).Forced Eiary Iest�_ per F80, IkS 202-94 I Author yeri&atim C­akuht =a and: StMCtM -al Maly*� ConphMg IM& FBC_2014� 7_ done in its entirety- along with maked-up drawings and MA2Mt.= dlagr= Dfvinyl Wing ghSS dDM "ared ptjwedbyPG T. dated 121091 Sand last w&ed on 0--Y1 5/16- signed andsirded by G. OT]IER -KwCU0-N: A copy e rovi�kdto#ieuwbyihe=M=&Ch=rLol,& L af this entire NoA shanbi di%ft*u:tors,-Wd P W-No by Fenestrom Testing Lab�_ lnc�_ Test Rep fTL &W-,,d ated 12M441 5 signed and Antiamy-L Mlk�r.,�P.E. fSobtu&W am*r A70.4 N4%,15-1210.04 )e ()f -1219.01, issued to PGT 1ndwtriv% f0f­ their Series I NotL Acceplance-No. IS C1*Q siaallbe available at theJob site at the tegaurit of ffieBuilding,Official_ sealed by Idgmis Osteg;k P. E_ (rest reportievispe&w.01AW16 and 02/111-16)- 2. G192ing complies witb ASTME-1300-09- -557DY2770- Vinyl Sliding Gbn Door (Reintarced) - L.=" vq)iring, on 04114,21- W This NOA rrvises & renews'NOA*424-0429.05 and consis-ft of thispage 1 and t--tidencepaps E-1� E-2T E-3, E4, (D Cn > C3 E-5 & E-6 as well as approval docuammi menficted abow- lle,%Ubanilted Cke menUfim was wk-wW byMmil't Chan&% PX. chanda- FJE, Cla*1da, CZ Product control rMill _%Pft_iZ-- ProducfCoubGl,T3*h,Sopt-rnsor Product, Combo] Umait Sopeoi"r INOA No� 21418SA3 NOA IU41,05,43 _F_Xpir2tWXRA#9- NOA�N. 4*44jbi� FA3 XCA No. il -43 0., t:xp*at6:n Date t, ApA114,1016 _A&RI4,2026 25,1011 E3gairathmMite.- April 14,,2-024 Approval,N. March US, M11 Expirat6mNte-. AvrillM=26 Approvx,116W Abreh 15,2#11 Approval bate. March 25, 10'21 A"roro%Rate March fe" T 4 IE -31 01 C) C PGTWushies, Ini. C G1 Windows and DooM 1[he. NOTICEOFACCEPTANCE: EVIDENCESCBMTED NOTICE OF ACCEPTANCE: EN71DENCE SUBMITM NOTICE OF ACCEPTAXIME X-MENCE S Lij 2. Evidence Submitted under previous submftW E. AMTERIMLL CIERTMCATIONS (continuv) 3. N ew ETWence Submitted 5. Quanex-Part Sum Smm 2jondard mtnph, ing withkSTM C518 Thesmal. Conductivity _1 A. DRAMINGS 0-881 BTU­ki/ b-r.,­W-*F, ASTM F 12,49 ASM E i��,ASTMD39850xygen_pw A. DRAWINGS 1. Draw�ig No. Rev B, titled -Vinyl Sliding Glus Dom NOA (1W, sheets 2,190 I_G_ Durab&y-No Fog -Pass, (Submitted and.TpreWwas 1S440.05,) 1. 'D=MW No. AED-.5570.0 R-ev B, titled --Vinyl Siding �Glass DoorNOA (LW, sheds I I through 21 of 2 1, prqmrcd by manufacturer.- dated 14,05F1 5 and last revised an through 21 af217 prepared by mamdacturer, dated IM5/15 and lag.revised on, OMIal- 04=, 0,signcdandW"byA_LynnMfflffP_E_ 6. QUM= Port conTlying with ASTM C518 Mummal Cqnductivity 2-22 BTU-imF Siped and �Scak_d by LA_'LYM MMU, P�E bf--W-T. ASTUF 1249 WM-Pass, ASIM D 1434 ftw Pameanc,-,PA&,&, ASIM E Note: This feV�J_Sjon cofagigtS replaCement of saMe eXiSj* installation scww mithflat head- B, TESTS 2189 LG- Dumbilit)-No Fo& ASIM E W Dew Pcint Development -20T ift 48 ho 1. Test tqxds on: 1) Air InSti;A ion- Tea, per FBC,. TAS.2 02-94 (Subw#md an der N10_4 No. 15-8409.05). 2) Undbnn Static Air Pressute Test, LoAing I per FBC, TAS 202-94 Vis�'Ddn*ds- Ltd- Pads tompbin -with PVC-AAMA. 303-13, V-bluntaty'S T. B. TES S 3) Water Resistance Test, M FBC, TAS 202-94 _pop for Rigid Poly�l Chlori& (PVC) Fxterior Ptofiles for -V Exh �-, Ltd.-VEX-1 by I. NDM' 4) IMge ML%& JMpXtL Test per F-RC _ TAS 201-94 AAM FencsftationFl-derior-Profile Cerhficat:iRPragram (Skbm&*dnnderJV0AXa. 15- C� CALCULATIONS 5) Cyclic Wwd hmure Lwgingper FBC, TAS 203-N 04 69. #5) L. None-, *ng with =rhed-up ftm-ings and ift#�Cn dlagr�l Ofall PGThdU$ftieS, IW_ 8- V ision Ed nis iom L% Ltd. P.Artscol mplymg with 1YVC-AA Kk�. 30.3 4 3 in repirsentatim units.listed below and testectloqualifyDowsil 791 aadDowa 993 sfficones� (Submi Ned it rider ATOA Ara IS- a40.05) pVared by Feucs�orl Testing Laboottmy lnc�, Test Repoft No, 9- PVC-AAMA 3-03-13, Volufty Spe�atiora for Rigid- Pobnmyl Chlonde (FVC) E)ftnor D. URANtE QUAMY _kS.S 2 FTL-7897, PGT PWS5,20 PVC Fixed Windm, (Wid � 6 in propoA, dated 09103114 -s -for Vision Extrusions, Ltd-7-VEX-1 by AAMA Fenestration. Esfenor Noffle ProfflL 1. Miami -Dade Department of Regubtary and ECOMMic Resources (RER). Cf) YTL-2 0-1107.1, PGT SGD780 Alumimin� Sliding Gh" Door (unit 7 in propo&al) Fn-20- Certification Prcr= 2107.2, PGT-CA740 AhwL Outswing Casement Mlindow (unA 9 in"") F11,20- 10. Notice of Acceptwice No. 18-1217.14 issued to Enffgi Fenestration Solution, USA, Inc_ for E, KITERLML CERTIRCATIONS 2107.3, PGTPW7620A Ah]mjRUMLFhm&WMdow(=it 9 in piopos-Aand FTL-20-21107.4- Orr --ran,300 & ftht-shadf (non-whke) White Rigid PVC Exterior Exhusions for I- Notim of Acceptance No� 19-0305.02 issued taKuraray.Amerka, lhc. faf their 7� > PGT PW7620A Aluminum. Fixed mrindbw (unit lo inpwposaD dated 07/13/20, all signed Windows and Doonr, expiriag-4*02,A)4f2l.. "T resffoF& Ul&ackpa r, Ckar, and Color PVB Gbm oqrimg on 0 VOSP-4- 2 and scaled- by. I d almis OrtegA P 1. ILL Notice of Acceptance No- 18-0122.02 issued to Eneqi FeneshVion- Solatimi, USA, bc, for .2. Notice. of Acceptance No. 17-080&02 k,�acd toKiirarayAmerira, Tue. forth& ' - CL their sai.es "Mltite Rigid PVC Exterior Extrusiow for W-ludows and Doors�% eqmng on "Senh7G1ks& (Clear andWl-dite) Ghss luteflayeri", vqmmg an D7ffi4)23- C. CALCUILMONS 78t L Anchor 02428M, 3- Notice. of No- 18-1106.10 i&wed toVism ExtnmonsLunded for them'Stown -Rigid- veriffcatiorl takulatv= and structural 2n*jk5�.CWV4* with _FBC 12. Notice of Acceptance Na- 2"203.03 issued to EnergiFenestratioin Solution, USA, hr-Aw Coated (Painted or Lwdiuwd), " Wite PV, C' Exterior Exftm&**s for Windows Edi" (2702-0)7 dated M2/2G. _pqnred by maaafictumt, signed and pealed; by their Bronze & light dude cap coated Whit# Rigid PVCL Ext"ier Exausions far and Deor!f ex g m 0913M 4- I ± pon Amff=yL3amAMcr_� P_E_ Miladows, and Door�", espiritig on 041105- 4- Nafict-Of Acceptance No. 19-1106. IT issmd to Visim Extrusion Limited for their sencs� -2- Glazing compfies with ASTM E 1300-K -49,12 and -16. -NT . 1000 Tan 202 and lighter shades (Non�-Whkp) Rjed CellWar PVC Exterior D. QU.ALM" ASSURANCE F. ST ATESIEN7S Emusions for Windows and' DIDOWT CKpiling On 1.12912 1. 2 'Nfi=�Dadc De�ut of Reguhtory and Economic Rmnures. OtER). 1. statement letter of confornimcc to YBC 7A Edition (2020), dated 04422fa issued by CL mantafkhm-er, signfd and smled by Anthony Lynn Miller_�, k-E. F. STATEMENTS E. -MATERIAL CERTIFICATIONS 1 Statement letter of no financial intereStL and -of iradcpendent� issued b ==if=tu=, dated L Statement letter of con&man= to YBC 7* Edition (W26), dated 0M1J2l,,L %sued by I- Notice of Acceptance No- 1"R65.02 issued to Kuraray Anwrica, Inc. for-flicir 04/1 MD. signed and sealed by Anthony Lym Miller, P E. fnannfad=ff, *Xd and sMW L by Aathony'LYM Mfliff 'P "Trasiloilt Ulu-mlear, Clear, and CalGr PN7B Glass lnterkyer�'_ oqpirM on -03/ 3. 'PriVate Labeling Agfeement dOCUMent bdweM PGT,- dated 30115 and signed by all 2- Private Labeling Agoeemevt dated G3,/O&-21 betweea PGT hkb� Iric. and CGI 07MSP-4- 'invohledparties.. Virm-dows and Dom Inc, signed by Dew NL 13�E, V2. Engineefing, on behalf iff M 2- Notice of Acceptance No. 17,-M&02 issuied to Kuraray Amerka, 'Inc, fortheir "Sentr yGlast (CUar and W-lifte) Glass lnterlayell�" expiring on-07MM- G. OTHERSOA 3- Notice of Acceptance No. 18-1106.11D issued to Vision Extrusions Lfinited for their ."Brown I- This N rvvises NG_U 1744:!Q.1*(?WwCQ1) and updates to"C7.020 (10Eation), G. OTI[ERS I Coated (Painted or'Laminated) Mite Rigid PVC Exte mir Extrumus espifing,04401- 1_ Ths-WOA rem -es, & renews NO.0,20-042-5a.'05 (PLAw/0 GD. e*&g 04114/26. forNVJndGW1,,and Deere, upining on O�j��24, 2- R-Ek D!sl proposals #1194155 dated Ginomappmved by Ishaql- Ch=da, PM,ejqm- 2. '1he cutrent associated PLk CGI f He #21-020,1101, o*ing 0444126,' 4. Notice of Acceptance No. 19-11XII mied, to Vi4on Extrusiow Linuted for thez W series -17E ION Tan 202 and Voter shades (Non.--Rlite) Rigid C4alar 7VC a-11 Exterior Extrusions forWindows and Doon7, espiring on 1'129/2,11- L4aq L C6z&, YZ. < Z Waaq t Claudio, P1. Ishaqj, Clancla, YE. P-durt Confi-I Unk Supeywxa Product Cantrml Umit superTiser Woduct Control Uibit superTim" WaA Ne. 21-0205.163 NOA Wo.2.1-42-05.6 NOANG. 11-,*20SAI FaWra tion ID-at*m April 14, 2 016 E ir aliojaDate- AprilI4,104t Approval DAtel Uar&.28* Mil I Approvallylte. m2re-k'! , 5121(r.1 0- Approval Mt& XL%YA 2-9, 2621 E .75 T 4. E4 SHEET NO, PA 1.3 /I A —IL I E 0 01 N c\�_ TILLIT TESTING s ENGINEERING COMPANY PRODUCT E` i UATION REFOH'1' NO. 2O•I)728:0r 2 2.2. TEST RE P0gTS: Urge missile Impact and fatigue ]Dad tests were performed under Protocols TAS pe 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads M0101 CT'EYA1 UATEONR EQBX NO. 20:87nM 3 $. MATERIAL CHARACTERISTICS -AND —SPECIFICATIONS: Shall be strict) in accordance wkh General t a y al Notes and Components indicated on sheet 1, 2 and 22' of 26, of Product Evaluation Document(P. E.D. , drawing I g ___ WAT:TT3R A. TTLLIT, TIE; P.E, tiltec92tI.Cam FL P.S. LITtraet6, N41T PLF. Li,- a N .n6ntiny as per TAS 20? Protocol. Test reports prepared by Hurricane Engineering & No,20-776, Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P-E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 1010511998 witnessed by Gilbert Diamond, P.E. and Report No, 7. LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillie, Jr., P.E, PRODUCT SUB -CATEGORY; Stone Panels 2.3. STRUCTURAL _ENG 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products LLC. length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7.3. Product shal l only be Installed Into poured concrete,; concrete block, and woad frame structures. 4800 S.W. 51 Street Davie, Florida33314 dated 11103108 and 03/12115, signed and seated by Walter A. Tillit, Jr., RE, 1 PURPOSE OF EVALUATIQN: 3 MISSILE IMPACT RESISTANCE' Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued b Walter A. Tills Jr, P.E. a epo Y t, (System Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20.3, Method I of the Florida Department of Business and 4—WIND RESISTANCE: I`IAI,,,nHMHF)nl,"N //�,� Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind '0"�XA�::., • a S�Q• \01€NBF"' •� = 1- This product being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, " • ! - -7,. - 44167 : 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. z. 0 176. Maximum Anchor Spacing shall be Indicated d _ - = ; „v E — — x T+F. Florida Building Code, and to verify that the product is for the purpose Intended as e o sheets 8 9 10 71 P g a1 d n s 14, 15, 17, 18, 19, 25 26 '� _ '•. STATE OF EE ' at least equivalent o that required p t qu edbytheCode. 20 and of 26, of Product Evaluation Document (P.E. D.), l ,rre y — ��--- eCOR '�`' drawing No, 20.176, / %— y ,r �� This Product Evaluation Report shall be subject to review and revision in case of 're,, %onNAL� � a*�• "n'++pnrnui't a Building Code change that may affect Its limitations and conditions 5 INSTALLATION' Installation shall be performed strictly in accordance with details indicated on 2 EVIDENCE SUBMITTED: sheets 3 thru 7, 10 thru 20, 23, 24 and 26 Of 26, of Product Evaluation Document WATILL DA TILTECO AOMON RECORDS I P. E. REPORT-21)1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 21 PRODUCT EVALUATION [3pCUJiIIENT E D (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELIDRVJG#20-1761 REPORTr20-0728.01 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 by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part pi tl1TTls „11u11N1l1, #„ it„pitlfflrrM" Evaluation Report, ,#al!iI�A` .R A T/ltiA,.�y ,k,%(j A r1(,r/j .,,. -r `-, �\CENS,e Ts�;s J N0.44167167 ,�,,SIN.`�S1 aa� '' \?CENS� = �— I %.p-.� Ur i r ?f", eEOPIoI ,.'�,Ev �a 1 / __ ,'fir. STATE OF OVA �10R` 10� \4 6355 N.W. 36th Street Suite 305, Miami, Florida 33.166 - Phone: (305) $71.1530 it s/ ",",N' ION �nr,7S/6, " �11,,,M` 1111A7`.531 /I I L I Er'-0 :;� TILLIT TESTING& ENGINEERING COMPANY WA A. TILLIT -E. tilt LTER ,1R,1' eca(sdaol.coln PRODUCT EVALUATION REPORT 11,P.r T,FoI k4 44L67 FIA;.A. Li a Ie No. A7067I7 REPORT NO.: 20-0 727.02 DATE: July 27, 2020 PRODUCT CATEGORY) Shutters PRODUCT SUB -CATEGORY; Storm Panels PRODUCT NAME: 24 GAGE GALVANIZEDSTEEL STORM PANEL MANUFACTURER: Global Protection f!MdUVtL LLC 48DO S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described heroin, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT MEAN: Drawing No. 20-175, titled'24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020, This drawing is an intISeq�l[Bt+I I+,jJ)is Evaluation Report. ,R\LR jf/A"", we L � � A .rJ * 167 '* IDA 6355 N,W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1WP4A(3"Dt;s i-I531 PRODUCT LI'VAI I:ATTfIN RFPnRT Nr). 20-0727.02 Z 2.2• TEST REPORTS: Large missile impact food tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 81203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared byAmerlcan Testing Lab of South Florida; Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julia E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QG Metallurgical, Inc., dated March 13, MOO, si ne and I d sealed b Frank Grate P.E as per ASTM E-8 n 9 Y P S and Tensile Test as per QC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2A ST_R_Ll_CtTURAL ENGINEERING CALCULATIONS^ On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08F27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. WSSILE IMPACT RESISTANCE; Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201> 4, "NO LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175, Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. ERODTtCT]f':VAi,UATIAN ORT NO. 20-0727112 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated On sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document P.E.D. drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14., 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. &. MATERIAL CHARACTERISTICS AND SPECIFICATIONS• Shall 1 be stricty in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D,), drawing No, 20.175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D,), drawing No. 20.175. 7 LIMITATIONS AND CONDITIONS OF' USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tllllt, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code: 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P,E. (Florida License No, 44167), President of Tikeco, Inc. (Florida CA-0006719). wATILL D_t TIL7ECt0 ADMON RECORDS 1 P. E. REPORT.2C CIALVANIZED STEEL STORM PANEL l DRWG # 20-1751 .}-a Cv Cll C_ (n C5 N -I-• U N Cv o c = CU +-A U -0 N +-E � (n a). -= a) � -0 O U CLf (n = O L =-O -2L CCf U -I..- M LL a{_ O — M > Cn .— (n a)2 In O � t- I _ - ._ C Q 0! Z Z W J GENERA, COMPONENTS FOR REGULAR & LiFE SAFETY STORM PAtELS 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, Tie IeA �� �� ��� 0.3) N C`Sr THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE (SCALE 1/2=1') 1W/1D, 2W/1D, 3W/1D, 4W/1O, 6 tVALYL DMNC WUA1 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE RD" SUCH PANELS. /5 1. STORM PANEL SHOAT/ T,W THIS PRODUCT EVALUATION DOCUMENT (P,ED.) HAS SEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN 8.2). ___ ___._--_._— _ .._,____-..__-.I5.I". (TOTAL WIDTH)------ �_.._..�..».�.�_1s.19a" (TarAL wKAH}-_� _,..� SW/t 0, 6Wji t �4 TW%i t ACCORDANCE WITH THE 202G (Ab EDITION) OF THE FLORIDA BUILDING CODE. Ic) ]}j_rr i ram- E,°�.7QG fiitilki±% C D.Ss MiH.1: _..�.._12.50SP (EFFECTIVE WIDTH] I I 3" MAX ANCHORs:. FOR CONCRETE SEE SCHEDULE DN SHEETS a & 9_^ 3• I4AX 1 4 1 TAPCON ' E 1^—'-E.2sD"---- —'1 I `1 DESIGN 'MHO LOAF SHALL � DETERMINED AS PER SECTION 16200F THE ABOVE MENTIONED CODE, ANCHORS. PS MANUFACTURED $' I.T.W. 9L11LAEX. END. � t +F e I " ` MN. I FOR WOOD SEE SECTIONS ON SHEETS 10 k 11 I^ Ndl.? FOR A WIND SPEED AS REOLtlREO BY THE JURISDICTION WHERE THESE SHUTTERS WILL INSTALLED AND - fts-10 PANiDutTE FEMALE b AND PANFLMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, 1. j- _._..__�_ f '.........- k 3,gpn., , , I ° - r 0 ,� FOR A DIRECTIONALnY FACTOR Kd-O.as. USING ASCE 7-18 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) - 1/4.0 LAG SCREWS PER N.D.S. 1 �' \ 1- I r-. j I j f''- t•'-'1.3,'yD"••+• y15,t.. Dow INN. CA 1.J ---i 1 a ± a ;ate DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, I6. 19 AR 2L1- - 71leO x. 5Ja• WOOD BUSHING. AS DISTRIBUTED BY ALL POW SCREW, BOLT & SPECA.TY W. i , s IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN wXNO LOADS RE7ERMDNEO PER ASCE 7'-ta - � «- \ ,` ____.. _. _ / ___e___.__..__ __ _ '+.` '+, GALVMN12ED STEEL ••�`�"`"^7 G.1 NgNIAIURA THREADED PENETRATOR YNr4 WOOD OF TAPWN ANCHORS SELA46 BE 7 S 2' AND 2` FOR ELCO PANELMATE PLUS ,✓ SHALL BE FIRST REDUCED 14 AS:0, DESIGN MND LOADS BY MULTIPLYING THEM BY 09 N ORDER TO ) f ., 1 x, P _ 0• '` Ab71A A-b33 f D,A'l..i l �, 4D, & f...`y'-'T"'-"'r__ i-r__T___T ..T-_._I I .,aT.._r.-.-._.f__r__ f _ ---�__T__Y__T ._T__T___T.__T_ / •�11� ,2`�9 > i V V I 1 , .. ! t 1 Y V ! 1 l t 14 - COMPMRE THESE Wf MAX (AS.0) DESIGN PRE59JTE RATINGS INDICATED ON SHEETS ? T)RRIU 12, 14, 75, 15, 19 & 20. AND PANELMAE FEMALE ID. w tr,{ ':t 24BST ' a / / I' I 2 j g0 v. N1 NEtf„"Y` 'e' .. 3 /-.,.* f•-„ /T`�.. , ' e��%�}. .�; C.2) MINIMUM THREAU)ED PENETRATION OF LAO SCREW. INTO THE WOW FRAME SANK SHALL. BE 1 t/2'. NO THREADED 2•' ` .250• r tIEMME'D Tl`P. A-6N 'E'" a.0� .2 + �M,. 111. DETAIL fi (loll {�d:R✓S t.Fsf} #} +,r p NHL S ESS FOR WIND L` THAT ANCHORS ON THIS P.E.D. NA TESTED WERE NOT OVER STRESSED X S B INCREASE N ED IN ALLOWABLE .,_,EDGE I EDGE t i PENETRATKN INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. * GALV. r ff I MSTRE55 FOR MND LOADS WAS l USED IN TNENR ANALYSIS. FASFENElRS SPAC9NG TO WOOD FNS BEEN DETERAIN£D IN tXML X ,$.. I�-_ �.$ STOWACCORWNOE WITH NA S- aFOR C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOW SHAL BE AS INDICATED IN THIS DRAWING L - _ _ _ _._ _._._ _ _.__ _ - - _ _ _._ I LLL /_I EO >_ STORK PMNEME ZADEQUACY FOR IMPACT AND AND RESISTANCE HAS BEN VER N REPORTS "-569, WITH SECTION I628 AN '- _ • —O _ . _ _ _ _ _ .. _ _ - _ _._ _ _ _ _ _ _ _ _ _ Y 3 A THE OBOE MENTIONED CODE AS PER MIRRI:FNNf ENGINEERING & TESTING INC.dN'C. DEPORTS 9a-569, 96-570 & 96-T3D AND G{) MINIMUM PENETRATION OF WOW BUSHING SHALL 8E SJa' 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM .-., .1.350• 1. _ / t l�_ _. ' /' FENESTRATION TESTING LAB, INC., REPORTS p2032 & F2T25 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO EXIST. AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 25O" L350' _ ,1 ., _ .-"w ' - VrI I AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT /0219.01-09, AS PER TAS 201, TAS 202 AND ir. / 1 (,- , ' :u TAS 203 STANDARDS. C.5) IN CASE THAT PRECAST STOW- OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE F'WN0 ON THE EXISTING O STORM PANEL © END STORM PANEL T l , -;'--1�-T(r /� Iv AALL. RAGE R5 SHALL S LONG NED IN A REACH C- MAIN STRUCTURE &URR7U) SUCH PANELS. f i�-J1I t 3- 2. ALL ALUMINUM MRUS04S To BE SO63-Ta ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET Z . 2.147' ANCHORAGE S1RAt.1 BE AS MET/TONED IN CA). C.2) & C.4) /, .-�, A , C 3. ALL ALUMINUM SKEET METAL USED AT CLOSURES SHALL HAVE 3105-H74 ALLOY. t __-___..._-. / I •� : _ _ _ b - i,1% (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEC#ICATIONS OF THE ANCHOR'S MANUFACTURER. I.250'- - --2L 11I _ tii _ 9 4. ALJ. STEEL- S1itF METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. As^1M Md5.3 GRADE 5O MINYUN, C-fi0 PAA4- rAYi LP \ I I 1250' _ ,•7CO` .8i0a`� �--.750-r-1.,�p' 1/� 6 ? UNBOLTED PANELS %, 1 l . BOLTED PANELS W/ 1/40-24x1-_ _ _ .. --.� Y �; -, GALVANIZED STTLFA OE".IRMTGN W/FY- 5&5 HN (AFTER ROLLED). e. PANELS MAY ALSO 8E INSTA.tF:O HORIZONTALLY FOLLOWING INSTALLATION DETAILS St46W1N ON SECTION 3 TNRWCN 10 (SHEETS 4 Wf HtieffD fBG€ -'. `•�'_f -1W' R 4 (^(''��� }..... !. 25•;r -JSg, STUD WNETED S.& S1U0 iNHt7Ep sT50•- s.s. M.s. BDtT w/ T/11' X 3/32' ;-I G"' r" THROUGH 8) EXCEPT THAT HERDERS ®& ® 51AL NOT BE USED. ��� 119 ANCIE a IO MBE e _ �;---( (SEE SECTIONS AS ! �' I ! _ _WIN(iNUTs o EX. OVERLAP. "-� 5. ALL STREWS TO lff STAINLESS S STEEL 304 OR 318 AISTENSILE SERIES OR THCORROSIONIIIA RESISTANT COATED CARBON BUILDING D PER 9. " SAL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ' ...._-_� I I %2 O.G- I i1 (SEE SECTIONS AS APPLICABLE) to 1 C' DIN Salta Wj PA Hai YIELD STRENGTH AND 90 kai TENSILE STRENGTH & StRAtI COMPLY WJ FLORIDA 9UILDNG CODE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME 2 t SECTION 241T.3.3,+, ?-.. MAK • 12 t/r 0.C. t I APPLICABLE) I ; BUILDINGS. wi___�, I \ -_ _ & BOLTS TO BE AS)M A-307 GALVANIZED STEEL. OR MSI 304 SERIES STAINLESS STEE7:, WTH 3O kai NN1lUM Y1ElD � �•�• .7W _ }(( - r. - 3.375° •COS I 1.300' 1500' j I ,A i - 250"1793" W2.1 2.125• 2.- 9EE 9�9' .9 SEE-{.��,y�}., � � _ _._� Cl _ ���I .093- I atTAB. 1 : DETAIL I I 1�, ey{ r i STRENGTH. TO. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-a THROUGH 12'-4-, AS PER SECTIONS 8, S. 9 & 10 AND ALTERNATIVES OW,25' I �� t,�e'"( LF1' .._._1 , �/ j j / l EI p ,� v 9W & 1INY ON SHEETS 5, S & 12 RESP£CTNELY: SHALL HAVE A iELTUA.E MUMS READILY VT5IBIE MARKING INSTRUCTING OWNER OR •✓'l lEMM i A 0, 375 i { ( { � - ( (`; 7. ANCHORS TO WALL SHALL BE AS FOLLOWs� TENANT Tit SECURE PANELS WITH APPLICABLE REINFORCEMENT OURINO PERKIDS OF HURRICANE WARMNG. �4 1�' y' RHO.- 3TS '�• � l-'- 6 •.525" I j' � � '� I } � i - � � .,� 1 (A} TO DOS1N0 POIJgjE(} GRFlF: -( _ pf C i t , to 1 I, 1HE 1NS7ALUTlON CONTRACICIR IS TO SEAi./CAULK ALL SHUTTER COMPONENT EDGES WrTK.I{ RE7:AN IH CONTINUOUS CONTACT WITH I_._ I FIAt. R -5 Nal, i.SW 1.SO0 (` 1 a irl. r37 9B C f i i I I _: /4' # x 7/8' ANCHORS AS MANUFACTURED AC L ED BY DEWA INC. (Mn. ra.3192 e.aE) THE BUILDING 7O PREVENT WIND/RAIN INTRUSION. .ISOMETRIC VIL"W DETAIL A t+^--2,WU.52�-. 9,g1W-.-.,' / --- % ANCHORS,INC.SPECIALTYPLUS'-.. __ Y.�. _. __ -_ e O 3 , i. r` �.,,I Ilia (•a-3000 P,a.O PROVIDED BY THE JUR15GICTION WHERE PERM" IS APPLIED TO. END LAP W/ HEMMED EDGE. M e J'�� r e f .... G Cy. - %14-10 PANELMATE FEMALE O & PANELIATE PLUS ANCHORS AS MANUFACTURED $f £l.CO CONSTRUCTI(1N PRODUCTS- T3. a (N.T.S) (2� .IL MAIM @ - 11HEADER ® ANGLE, � ANGLE WITH STUD @ �sANGI „r' WITH @+�,� ..(;it 11+' , y _ -_ (MIN, t'0-3350 P.al.) I) DOS PRODUCT EVALUATION DOCUMENT (P.E.D,) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION REVERSE STUD ti„_I MAXj 4, ' 3' MAXI - � - ` .-- FOR A SITE SPECIFIC 1 / 2/4, 3/4, 4/4, 5/5, 7/5, r_ -- - /� _ 1^ MN. TI. MN, tLi C - tfs�w Cr TAP --GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (Cs-3aW P.s.t) COT: Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (�' eT uMES fW/10, 2W/10, 3W/10, 4W/10, 6/5 � C to }.+ Al) AWNNUM EMBEDMENT OF TAPCON ANCHORS UTO POURED CONCRETE SHALL BE 1 3/4"; 2" FOR PANELMATE FEMALE (D) CONTRACTOR TO � RESPONSIBLE FOR THE SELECTOR. PURCHASE AND IQTARLATRO4 NCLIPXNG LIFE SAFETY OF THIS PRODUCT I �{�'2/14 .374' _ SW/1D, ew/11 dr 7W/11 BASED ON TH15 PLED. AT SITE ED HE/SHE DOES NOT OflMTE FROM THE CONDITIONS DETAILED ON ne[5 DOCUMENT. _ 125. ; lry0_2p 304 3ER9S li •FOR ADD SEE liF,CTIgN$MR CONCRETE BE EDULEFr SHEETS 8 & 9v ��,_� - yy to AND PAIRDAkTE PLUS AND 1 1/4" FOR CF TAP -GRIP ANCHORS. CONS1RUCiKN1 <. AT SRE 6 THE CONTRACTOR'S RESPONSIBILITY. i i.. t� SAW T.390" � PAWL tDOE 188-+i1 .�+- . 188°- 74- ;OH�1D. - 750.11^,5, //`q _ ON A2) CALK -IN & SOLID -SET ANCHORS SWV1 RE EMBEDDED 7/8- INTO THE POURED CONCRETE. No EMBEDMENT NTo (c) THIS PRODUCT EVALUATION DOCUMENT MLL BE CONSIDERED INVALID IF MODIFIED. I ! (�. .34'4 9 .27R7'.668• t .o4O' ! , ANtXE e,i2 M 4 / '� STUCCO SHALL fE PERMITTED. 1/4' 0-20 SCREWS USED SHALL 1 7/2. 1.DNii MNWIUM SHOULD STUCCO EXIST. ! 1 407•},063' .b`25.. .575• , 1 j A O W NO t" MINIMUM FOR WALLS WITH NO STUCCO, AND WAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC RROXCTS SHALL 1E PREPARED BY A FLORIDA REGISTERED ENpFE€R OR ARCHITECT WHICH WILL BECOME Tiff ' _- - I 1.871 - 1 I 1� BUT WITH WING NUTS. ENGINEER OF RECORD (E,OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE L- ,.p�. 1343' .0a2• 1'S71• '�`q? , I.SW' PROM USE THE P.E-D. ENGINEER O' RECORD. AG17NC AS A DELEGATED €NGRNiETH TO THE I 1a^0 M FOR I } .D93' �Qe, 1.b15' A.33 IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE P.E.D, ENGINEER. SHALL SUBM" TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. LOGTIBN AT - 12S' R•,CGULAR STQ-,�M PANE 1 t / O4 tnA ELEVATION IXISTNG HALL A4 FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH 7Nf MAIN STRUCTURE BEHIND SUCH EVERY PANET. O+EAAP 95T -) t_ • - .090' jI 884' -.i i —,__I N.T.S. PANELS . ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2). (a) THIS PLED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PRDFESS*uAL t -Aft.M* ----2.OW'-- ENGINEER to RECORD THAT PREPARED IT. 7.�D` ® KEY HOLE WASHER Laos^. -) t/4' MOx. GAP (B) T,.QDSTNG CO1aCPF'FF rpW��k M'ti{,1,�STM C-90: 14. SHUTTER MANUFACTURER$ LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORK rw t/4 9 TAPOON MRCHOR5 AS MANUFACTURED BY I. T. W. BURDEX. INC. PANEL SHUTTER 1N ACCORpA,10E WFTH SECTION 7709.9.3 OF FWR9M BUILDNG CODE ONE IABD. I ---! (--,063' 6 TRACt,� ANGLE 6� y J ` "F' TRACK © F'i,e,T ELATED 2.5T t/4 0 a 7/8 ` CALK-N ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 64-1504 A.aJ.) SHALL BE PLACED FOR EVERT OPENING. LASEUNG TO COMPLY WITH SECTION 1709.9-2 OF THE 0036' IMRR.) I^.D94' WITH STUD (M91 OVERLAP -1 WHOLE W-L". 1/{ 0 x 3%a" SOLID -SET ANCHORS, A.S OSTIOBUMED BY ALL POINT SCREW, BOLT & SPEGAITY CO. FLORIDA BIILOIIG CODE. ' GALVANIZER sTEE1. 1�.-,, WIMINI : F".___� IMIN. ra-1 Pa.I., _ A ri - #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSrRUCnON THIS DRAMNO s}IAu ONLY BE USED ro � i MV,. IS- LO.p, �, '_N. .•... T,p� I,/ : PRODUCTS INN. Tc-2071 P.S,T,) pI1tANltH,l)N OBTAIN PERMITS N 7TNE STATE OF FLOP" i ,. i ENS i :: - 1/4" 0 CF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORFt1RAT101/ III` A. T/ AA f-..-, - `x` , •`'`, , 4^ ,MLR 1iI" xIN � � y, 1 .375'0 B`0 .a78"eN2 S / I �,�1,1NI B.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMAtEs AND CF TAP -GRIP ANCHOR, INTO THE W Q~ �.\C.•.. •••/� y FLORIDA BUILDING CODE (High h Yeloo Hu Icons Zone j t'"' , j 3TS^ ND. 44167 '1. MAR- GAP j` �"���.:•• ,% BLOCK UNIT SHALL 1 1/4^. ozola,A;, „c I , f _ }#r * :* FLORIDA BUILDING CODE h Vefcci NUrr)aOna ZDne yr;FIty EN FLORIDA BUILDING CODE N h YElec Hurricane Zona H,� 20 GAGE GALVANIZED STEER_ STORM PANEL SN ' „� _ _._.a IIOTIOM � � '� _ D2aia Tic, W. 20 GAGE GALVANIZED STEEL SToeil PANEL rp- e.2j CALK -IN & SOJD-SET ANCHORS SHALL BE EMBEDDED 7J8' INTO THE CONCRETE BLOCK UNIT. NO EA R 4MEEDR NO. 4 167 ° E Pw"M Y .062E , 1, «, ;: N `At Or FANG. 's STATED aafl2a f tl D� FP. g„ic _ ----� e,� L .. �' Lzs r » 1aTb LATED WING roar ; * :. 20 GAGE GALVANREO STEEL STORM PANEL EAM" rr z No 44167 \ xwN N: INTO SR700D srw.L BE PERMITTED. 1/4• m-20 SCREWS USED sHMt BE , Tf$' LONG MNN(IM srlaul,� W •.�-aao0`a--= tt,F -+"� P mf�aI N A-A� *' �'' -- OBOE P Q7/'a E%L57, AND T' Al1NI4L/M FOR WOES wnT1 wo yucca. `- q • STAT - I L ' E G O LNG. OLOtiAI PROTECTION PRODUCTS, LLC. , i i KEY HOLE �.�''. ,t0 �I _....� PROTECTION PR _ : * B .....a S y OF 4ee sw. al m I V h GLOBAL RO 00 GLOBAL PROTECTION PRODUCTS, LLC. SyO�•,• �� - nwr & E w1:aANY OAME it 3131N w SCALE.• w AT PANEL r3ly Ey .,__ �+ w�l W M1E:N.T.S. i -O .-10*--,-- DRI TLLtYT I. wld'AHY oWN: n. 733,t 20-176 k,,-.'RNA E, wMTm A 41R w. P c m w _ T N ALUMINtIM ANGLE MONOLITHIC WASHEIT • 7l> ' ePNakwt9UrNLEss r -- a oo66t19 (m4 -- rr. Aw 4a wwa .AA`.. a_ I. e._a se,+wHrl awma, n axe TtgWE Ils4 20-176 : F0. sw Ic w. revel weora n .wa w+uff: twSN 7sw. riot 06+ ( MN-7a40. FAX: (934�•-079t )B0` ( *S1 570'7 oAwwHs 'AyFSS : ae) Im 4-40. ra : awl m-tAfi e� rarluNG Ilu: SLEET. OR MCKEL PIATW STEEL). L S&KJMI TLRE/MTE WMIE'R A Muff X. P.E. ,w pl CA-aD0671i we sell 2 W >e ,A, NI/M1� eRtlElt A Jr. P.E. m "_su - as SICWI 1 O >e INSTALLA ICON 12EMILS EQIR REGULAR PANE_LS(•1) & (1 DO 9DSM DEiA1 S FOR INSTALLATI IN POLNED Wit€ INSTALLATION DETAILS FOR REGULAR EANELSCD & Ct`h INTO EXISTING POURED CONQUIER C U @.M OR WOOD INSTALLATION DETAILS FOR REGULAR PANELSfI & (1IIII�1 -IN OR PMNELMAX FEMME ID. I .'.- A. VAUD. FOR REtAJLAR,. LIFE SAFELY AND E-Z HVQ 8ANEL ,, M INTO EXISTING POURED CQNCRETE OR CONCRE'[iE ,,HLQQK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES MrN00.S I-I'"raMATE Pwa OR OF VP-GsP(SEE SCHEDULE O, INN x: I AN0+D FOR CONCRETE SEE SCHEDULE ON SHEET a {S9E BCa Twe 11N %7EbIAE ON 91tHT e a S) SEEYg I! Y1NgifCH 9) ,-.I I. RID CONCRETE �PPQUEED CONCRETE tXXtCRETE FOR WOOD SEE SECTIONS ON SHEET 12 ..Cn (SEE $ONEPAf ON -- "; I A r OP cONCETE BLOCK I OR CONCRETE BLOCK COHCEIE BLOCK 3 Ym. 2.ar 3- OOICNLTE A'Y.trX$ r- SHFETS a Titl4ONCd1 el I MN. CONCRETE ATAHIWiS SIK111S a TM1WgI e) , - - :.D. CONCRETE ANCHM - --t \• 1/p• I r,�yr'r .� ! REQUIRED NpNCRETE M:HM . I I I WTI. (ADM. QIDI AP -1 W4,OlE VMJ.iI') (sEE scHm,Ae ON (SEE SCHEDULE ON 4 CIXOtJLREif `. 4 I i ' 4' em w `.aw441rM�-: saRE9lxt ON CONCRETE NAPKINS 0.1. a flu SKID l� SHEEr6 a THNOIGH _)' EXWM POURED �1. j 1 SHRT6 a T#gi.GH ➢) "'-"-T �. Ityr�4Y-ap! 4• as BATS + i I t SLEET 9) �BCNEOLfLE ON �S�PF ON r-D.tL I� I ram= ` CONCRETE REOUIR 1 , 2 --Il' Ttn.r- { ! 1• MIN.:-- WHTwIa Ex6fN, POTHER i 1 E.. '` (A )--• 1 1 m�-.1 i �I1 ., • ee. a4s t I I V/ I/2" �\� '\ L\.. �.r P• i I 14'.- u pp�Ts 1J' I SAES. i 41F 7 I i V — ! I 1/4' i "-- �} T� wMa ('E_e B• RWOWFD. I ME 1 S rnmb ,VfaNVle i \ { i 3 _ -'f -T I _ j I I i, FI L .. _ ICD C_ uo� i ! ., � x ` Stu i l I . : i I -_ ..l 1 ( I 1 Eb, 1 1 's.''�\'� 1 awe i ..� !.>r ar. - C_ i - C_ �� FI r t -®� t - i 1 �� I I I \ ! lil i �i� II 1I I I� `isI �1 ,XMUx1EIE E33 ` 1 I ( » E.O. i t '� E.D. IM11 I { I ` ! 1 i r..•X. L'I 4. r i i 'F. ! i I- i i I I, I I I 1 i ft } I i i sox i �� REWIRED. { 1 I 2 a I 1 , IXfAI4Ci&-TE PE'9�EG - � ,1 aaL i <? �i '�� ',� I EXC1TNG I I� naV+r,a cif I ,w L.cm w,,I I I I I A I I axH j i I txuNc illy._ 1 I e 0 r i x EI . l ab. I i I i !' i i I I � i I i; a I 1 i 1„ -AVW. t, 7 RE1£ OT 1 8 w';e... NeX 1 ; r I ; i wry 1 +� i I 1 .; ;,ti„ ;~; \ ) MW e _ "��. ,, t 1 e i I 1 CONCRETE OLOCK I I 1 .: r 1 i - I w R 12a o.c I 1 1. I 1 ' \.- I I ' _ I ... i k 1 ) 1 So EaKeNLE 1 $ i 0.1RY gnu a 3 1 tWKY situ e � t I + REOI3MFD- I I 9 ( W� ;�.. I : I 1 1 � I , . ' '�, i I --s •n I I �, � ;'T-T '-.°'°-' I , ` ,i t 1 1 1 1 CASE A �LAN) 1 J 1 i eaa a Y2" 12 t o.0 / y . •, as araaz-Tl uar 1 �` ' '• �` , 1 I t l / j l' I I i i I I l a sI $ T9W m 1 R i see sRalm� I 1 i i Y l ac 0wrf .• . ozY ' II ' I i I , I I! = 3/32• a I ( ,-1"1" S "•`RM, w s£P!F,1TaMt I 1 1 etE 3CIONAI - ( a 1e', I I ' , r , w4NC wiU a EVtRY i R Ta 1 I 1 aK sIYDr a Ma - - - I - -_ -- _ _ _ - J w, �sNw,wa I I ' w, to I I :. rr,amnaRRxr ro I l aaNAP. • i I -- a ....»- __. ,.,,,.._... SCALE 3 T4: t' AAweIVW ux rRKIE I 3 I ) I , d- 1R5..d i F+IeRH@_-I ( ( _ i 6 maAmx _._. ---- ._ _. .,, E" aAfa I ! I 7 ` a°�4Ass - mAts �F9P m i � I •-�-"'XUR aI 1aNET a ` �t �- _ . RX L' -�h' I xI�E �.�, �_, .-{-' �� � � "�i , j T� O L .'A ..a-..... u, ` _.Y _.. _._ HwX cror,rv9.J R 4y-2per ws. w 1 1 }.R CASE B (jALAN) j-^ Ma- AEN -' : 1 1 p; N , i q ; l °° I I 111 - - i i I� : { I I € i _ I ! 1 (I 1 I i 8 l L I _.,.:. I _.�! _" MABs I .. ..... `• aA�. I in 1_ I.A�T r,1,T tfY... SY:AEE 3/ta.'1• I I I Cr t 1 r I I I "F 1 I I ,RI Ul: f 1 1 I wr a 1v_T I ! i Alm �' ___._ 1aW ' I it I' Y 1 I Pl 1 I �M5•-1 1 R i. a tt._.._.,. i.... .. _l � _ € }L 'I! _, ... tX ! � iS R suss , _._ ___ � :+•r.l � r.r. oar a,aa w-1«,. _- J...__. A .._ _`rA�.-.-_ 1 ,,.. f._....... *'� I I L-u- 1.�1. al i..z _l. ' .I, i I I I � ErX �� 1 I -,. T 1 I ( 1 D' 1 `..- _-._. _,a. sesld, IL aaY. 1 t .uoeRa i .A,° Bo».•a wm awR.ww.'3h t T"�`; a , - +i c N : , .-__..I).l. ...d_ _"',-I 1_t lram- _F 14A t V `_'_ _-T"__- i =se o- 1 per. -_ �,...__... yp1 �Y. u'1 1 i i i i i I I IO 1M 4JAMa 0R L Y�6 M E4t waCa_B ,r at. r 1rt' f f1/.- 24l - (I/4M1r_2W, _ 1iJ, t �sr -- `1 T-' i Y 7 t4 r I : f I I MAX ss SIXTs Al sc 9Dua: w ss. lazTaWl` $ I t % I R I i I 1 I I I a _ [/���, ,-I �pgDW .r__. rM a EApI •I- _ I I ! i 1 - I � i I I 1 (^) 3j.. I ! I 1 (: , I 1' I 1 -4 SON 9xFET al i _�'1 ro PASS C 1 ,9^Mi6Mm. Tm,lgi_- I. �TIB•R SJ r.__ _�._.� 1 (B'0 v e EACH r,._ .� N 17.Po's a 3f31' _._ _� _ i I ! 1 0- r 1 N I I 3I '' !oa T MM,,MTIw, 11) f V"J- W4, wwD Wr MiW ' I 1 1 I ti I m Ass I + J -- IaroMw. ION P i : z f l • i ' I I Y 1 t I I 1 > A. A i emr sno & \ti aL 1 i I ` r: v: m 't, w_l i i _� _ � �rW i s 1 i I I I I i { i U) I i _ i �r e �. I t2 ,/r as I `' r 7�' wr 0 T 1 i ' n"` - + A +m..u' r ee n�wr '-Q j­ , ( i j ' r �P.yI l ! i I i I I wHNCRETE OR --� D(ISTING POURED E P. .,-- MY a a. 1 i u 1pY 0.0 EXLSTUND " E0. \ 1 :' \ 418IY 9Ra a i 1 MM sNp i a r 'ti ' 9 _.�___.-I �� a.3/S' rw. 1 �+ PO _ I I DUST- - POUFff_ ED .� 1 I2 lIr 0.G � ♦ n I/Y ,rL J""®f I ' ) 1 I ( . CONCRETE BLOCK i l 1 I I swa e 1 ) CONCRETE OR - J CC E O�AOCK ti l T._.. _.__ _ I l I r' -sF/ / i I r V4• -.iL \ ,j I i ( _- SOX I REOUIREO. 1 ,2 ,/2' ac rS I _..__! CONCRETE BLOCK - - -T � ) f I 1 Ve. aaP �- f .n mxPgs, awncrz c ( 1 ' >t, 0. EL b T 3. 4Hax. 1 �jQ REOIXBED- � TfYI - E.O. 1 - I �mpI� r 9 , �, I i i OF `L' . Sp71 �3• Mox.-.-D.M..4pl i- I t-1'.1�'tii- A''A� } ..', A L REQUIRED., { ,Wxt`AETE PR - 1 ✓ ( ; OF 1 i i MAX ' - OF i i 1' MRw '� � 1' 4'n.! CD 4 ''. t� ; /2• EXRTINO POINiET) i ./ xsY4FD a -G, , CASE. LAN1 - - -. . I v d R ! r ,CONCRETE SEE i easrING PGUnm) a ! .r u� l -1 M -) �E % i Fxn7Nic PouRED j Ei /.' � i selsE�a%tD CASE D fPLAN} r % rii i.� i %� c - _rf.,, /� l ! Mrcr+azs:FOR woDo SEE ai s sae 9 ��� _. 0 f j4 � i `�--_-.,._,//4Y-m - It � - ( (.ONCRERE /7R J __ _} 9611.E 3/16-1• I IB^h]r ! •� i I LY ( 1 .,, I CAHNCREfE ARXXKppS-N,% ' —E.D: - •� U0- cDacR1DN) RX)NwETE ANa1OG r -, 4 SIAa e t 0.0.• CMIOETE ANppRS ?... '•i.. 4 1 44-N PEDD4 E BLCRIl4 / 1 2 wmt _w b, E 1 ' ENPf 1 E. I I 'E `D, I : LA j III '' T 0 { '�• b , sw 4 ss 6tlAe I REGULAR STORM PANELS 3 ELEYAtIOx GOtKRERE AAILYII$ _ ' STAGOEA® Y/ sN6 4T w O R-L (arE SCHEDULE aK' ;L _ l,• /S t / a� �ra� WA / „ isFE 9CHTDtAE ON (NEE 4CMERLNE W - G,N. (SEE Sa Koxxx ON`" \ 1� aNs • 0 a.0 , -_--_.._._,I L-(,.% ? r 4.L:- NUf a . ` �,',sTom wwc , w,RAErt..; wee owl Ar ;Y i % ,;. `a' a tY 1 ' l SCALE 3f32'=T SHEETS a THROUGH 9) � W At r WNGPffTE AX7, s t �y �.-_,r;� ..-," _, °�y�.'` `t.\` `°,\:\ 1�, `y..h� \:` wMeN[S'�iea� I I've ;.aN Bp. e � i - ° _ ..t.__.f i _ 1 I I t/4' MAX. CM' O sEEfS a T1w0UO1 9) sfkliS a fFIRO,lCH 9) SN1EE73 a 71Y09Gti CN3F-!N Ot PANELWIIr '+ J J aPwtrs eorA I . Illwmra a :wu pF[ saaWA9 a tIp• Dc. 1 J.. . PLUS OF {MI S44YDVLES DN (SEE aCHr1M=U ON �'-'-' V � - - " - 1 1 _ .MQs EETs a THRDU6HI v) _ 4 _ t__ I T 5oa` ( abr i / WALL MQUNBNG CEILING ANI go me g"Na9lYE1S a &-9) %,. I may. e 1 1 l 1 4^w-20x3/4" 5,5, BOLT -. 1 -}.t4 01- a&TaAP -' W1R+iE 19N.1EY') . �. SME 3,41-1- SCAE 3 a-r SC0L, 3 -,^ SCALE 38-1• a* I ! e 12 1/2 O:O, i ' CONCRETE ANCHORS - ­ - f /, sCME 3la-, Lill T.r 'A B BGLE 3/✓ 1' i owee4D w9ao ao - X i i 1 ! -WJ Tfa�'A3ja2` WING NUT ( I 1 4^ o +SIADQUIED I ION A -A j p E.D. EDGE DISTANCE t " -aPEEE ROSY • /4" E,0.. EDGE OVANCE I t oR " B »',w w wf �,p�ANCHORS(NE ,-_( SHED ON i - .9saEwac. aK f (�' NEW 7' WIDE x VARIES % / BHEfT 9) nBI w� �rdR a '®AxaAtXm 1 REQUIRED 1 kg p 51HEET5 8 & B ExIST1NG STUCCO/ PST. THICK PLATTEE SPBE PAAM �I 'V�` (SEE sN� 8 & 9) N � i'R� E%7li•P�NT C 9)gP L____ CI IETE 9LxK l' � OR SECTSCALE 3/32^="it"""� � � V, 1 SDE 8gE0AE I 1 t (SEE SCHEDULE ON +'�' 1 ax R® calC9ETE at BLODK M , _ 'WOOD 9MTD I M i 8 � / a �` , I t REauRED I,ECUNIED QQ _ NEW t• M� s VARIES x t/9• 1 ( r,� /'� I i I / ALUM. TUBE OR t' x VARIES % I NOTE r0 S:f70t4S; DIRECT k ' e ■ 1 t •1 r32• NIDTF FOR C07dBINAYKtN DF "xt.'TfONS: : T. WDW PLATE SPACER 1 COMBINED M ANY WAY TO sun ANY CASE E fPLANi I 1 B Iarut, e I 4 /' �eEt9ND ,'RAr�t i TOP I BOTTOM Y WMAY TO CAN BE MU INNI&W INSTALLAIM &. SCALE 3/8-t sCME 3/a-1' 1 ! r2 tr2• Ds. TOP &BOTTOM MOUNTINGS CAN f `-? 1 ANCHOM 1 , INUAL-Angli'll SECTION 9 SECTION TO - I r 8 �s,,,011NNNWryy TOP & B IN ANY WAY TO SUIT ANY I.t (SHE sCt"m ON �j 1 INSTALLATION. SCA(E 3/16y1' C i 1 C ,,Aa �,R A. t/,Z", INSTALLATION. W4. SHEETS a TRW" 9) J S i DIM. y, WILE aft" A, � GW ......, a� ' UCEN ' �xy t c_ ER A: T11lJT,,y�y+aF�rCN A 1C(i �"•( 1 �__ S '.,9fi - EXISTING ✓ 4� •...EN .., -�, $ RI A F FLO D BUILDING CODE I h Vekc Mu one $ FLORIDABUILDING CODE h velocity Nu cone one _ _ UDK`n` a r. Z ) S�: (NI9 oc N e 2 caEICPErEPOu ,r FLORIDA 9U)LD1HG CODE Htyh Yelocl HurHcarte Zona ,_-_ I WeCRETE - - .. - VGaEo,nRm.2: *: * 7 _ ` TATma Ne Ursa: i a 416T 20 GAGE cALYAN(zEG STEEL srD1R( PANEL t#P(E FOR CGMa_9>s.TwN nF ';EOTIOt4S: ZD CAGE GALVANIZED STEEL STORM PANEL Tm`�S 2 9glT aIXIt 1 t 2' A9n. R.`4F tETE lif-OCK / Ee�IML� T W� 4 e�20 TRSEW. NC. rF. S MM ULMO. WK. r.P.- - 2D GAGE GALVANIZED STEEL StoRM PANEL = 3 Max. REODREO. TRAcxls ,EadRr. - ' = DAWw m: - NO 44167 I`WW„ off \ s • * .._.__. � �. SECTION X-X � * : * �'`-'` �.®�-�` _ a..YhefN2aE,D. - EDGE DISTANCE =*:• * - "� M/la/2=SHEE s a TNJCN 9t �0 A - GLOBAL PROTECTION PRODUCTS. LLC. / SCALE 3/9-1• S : �-__-f-T _ n e GLOBAL PROTECTION PRODUCTS. IlC. m� (SEE SCHEEDULE oN TOP aE BOTTOM MOUWnNGS CAN BE TE 0 :' g —_ GLOBAL PROTECTION PRODUCTS, I.I.C. BATE .y F DRID : __ L E G O ENt. 4m sY. 5T slim DETAIL FOR SPCEIREQUIRED AT TOP OR 9a - �Q N :� ' F , �"''' r /�F '�' Z WfiAy'SSJ a EN9necpeA9 CORANY. altlE. R 31314 if`'", �` ,. Icsnw_ . EwA`NEEMNH __ P fA\lE. FL 33114 SHEET B INSTALLATION. ANY WAY TO sun ANY III L Tiwl SIR O 1Na. -. CEILING & p� / y +�D SR 5/ SRWEE7 s alas 9.W. S7 STREET Z Ary NAL E _'" xw. KN. ea YA 7>, we0w mepBw. n 1 41NONE: t9e4)N9-7a4& TAX (931DE69-I»97 20- i 78 alp a E,yEW,,,•'I� ',yy, ` ADJACENT TO STUCCO/WOC1D BADfDS r CE` R its ,nt Law x., w, xs w,aw wmnL n m,ee FsmxEr (cs4)6e9-oae. Iwo (ISN)®9-am 20-176 i• F •• R{D rK,r. �n_-Z X S_"0 aww. n = PHONE• (WW0S- sw FFAX, (9s4)IN-9m ZO-178 IO . SCARE 3ia.T" AA wa. r /7e) »+-xz. r.', , 17ee1 m-'{el aNAwaxi tw. y, y cite' «-. r a2w e,-,01a , Ae ,pea rH-1NaI *a r ,eA a. - w4www oaAAYra Na. �4%AF IS1 l era. am wa. w Hoe., wwwalo Nr: �' Inr+r a Lre1 »I-xm . rr , ITeY rn-lax W„ r ••••••• A'°a _ NA a-OODB719 i _ 1 i111NA1( lalllnH A TntlT &'1.61E ." _ _ a1eET a a 20 LL N41 E. W-WOB7t9 Aaw ...w ,wawl.4 yAA / AL /DATE CA-OW6i,8 yA, _ _ %NDIR IL1nN 4A, ,.EL a IOTA • - »,EEi 4 a 2a A NIIINL wDo A m I' 9 PE r. PA IT-w _ s1EET 5 M � Alll . am SHEET NO. SH 1.0 .I"".tu NON 1H4:E, 4 L. 3 &. 5&I) YI.0 - I IL"A aam SCALE 1I4'-11 2 fRL cows E~f) MULLION SCHEDULE & Y) Moc MULLIOI.. RECURRED Mr. SPAN (FL) ' TUBE MULUON - 4 4'-r 2' x 3' x 1/8" > 4'-8• TO 5'-r 2' a 4' A 1/B' > 5'-B• TO V-10' 2' x 5• A r. 2- x 4'. x t 4' rx6'x 1/e' • A"5 }MID FOR tS.D PRESSURE RATING - 70 BSroEO$ LEiX,TI ORIENTED SECTION T MALE '08-1' NOTE: MULLION CAN ALSO BE NSW.ED W/O STORM PANELS ON TOP OR BOTTOM SO THAT ff 6 LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANE. OPENING W/ TUBE TOP At BOTTOM) INSTALLATION - ALTERNATVE 1 W SCALE:. 1/V - 1' WA IMOUNVING A INSTALLTIVE 2W SCAT: 1/4` - 1• M$: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS:D. DESIGN LOADS UP TO +55.5, -72.0 p.&C AND PANEL'S LENGTH UP To W-B". 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (T,P T� k B6TI0N3 ((wULLON wwfa W(Vnt&HOI k , 1' \ Como= OR U�NIRn SCALE 1/4-.1- WI 1i 1lm1ft CIE LING & FLOOR MOUNTING WALL & nim MOUNTING INSTALLATION - ALTERNATIVE 4W INSTALLATIONS - ALTERNATjjFE SW T - SCAM' 1 4' - 1- (SE{TfTON A TOP IS UME'ED TO +55.5.87.Q MAX. / A.S.D. DESIGN PRESSURE PATWO) SN]NF: 1/4' - i• INSTALLATION SECMN 6 rr• IKae om. B-A LwuEa EM In4W Nawm MI"'wl�CumB slot � R YOj ,/4• - tN CONCRETE ANCHORS CONCRETE .AMSRNS FOR CONSETE ANCHORS. SEE SCEOIAE ON SHEET i4; (SEE SCHEDULE ON .,` {SEE SCNEDUIE GN PpR WOOD SCREW: SA SECnON ORCITE II 48 wow4H SKEET T4)�- 1. ?) SHEET 14)� l I .�f IA 2'OR �1WW/15 POURED 3f4 ul 4/4 1, 2 do 1W/15 _\ CONCRETE POURED CO IEOARRD ' I I i 11� I I St (ETD PAEL). ONTERIOP P. (enERNR PANEL)(IMFltloR 1Eem PNa1 y�G! N I TO GLAD /32 ,O2 0 LY'IXl � STUD RJt StUro 00 f 5nD sna Iz ,/z• oa ue,ac. *J$ 7 € 4'g5' MACHINE IHlfrixiYNiFNi71!8'Min. r 1. C1 ' / (( VIM2-'a,m TO lvo 72 1/2• aG s• wn, fC^LteE' I1�O• ' {SEE LILT. f/,s}I Ow1z 1 as _ -. .._ I I AT END PANE$) _'° �r , ,..r�•. ✓, -. I I EE DAIS r/r. (ALTEnNITE LOCATRN I - POURED CONCRETE I P1 I ; I I (SEE 14) OR CONIIUCRETE RETE WALL Ruoum A c{ 2A/4 3/4 DI 4/4 i 1N Z, tL hW/15 t, & 1W/15 I I ' ALTERNATE LOUINXFI ON LPE SAFETY PANEL - -AREALIFE SAFETY P�_-- LOCATION LIFE NOTE MELON) RE�GIn PANES WSWET A "-------------- _'__-_.____.-._-_ .a. W/O REGULAR TRACKS (S9 NOTE ¢1 �•• r_ CONCRETE ANCHORS .... /l. ! :.i >�. BELOW) a LAST PANE. (1) TO RE INSTALLED AS % T (SSE SCHEDIA.E ON - IDGE 6 LIFE SAFETY STORM PAINM OPENING Sink SHEET 14) POURED CONCRETE I !) OPTION F R S NMA1E ROi 1 Cast. COMM / p.,•...i j m BE INSTALLED OR REMOVED FROM INSIDE IE ANCNOR.4 5 � (SEE N ` "9WRT 1vxu '----E'a ELEVATION WALL MOUNTING INVALLA119H WALL AND FLOOR MOUNTING INSTAL I ATION SCALE 3/32--t• - SECTION 1 SCALE: 3/6" - I" - SECTION 2 SCALE: 3/5' - I' /4 . �0- T + 1 & NDTFa GRM�tF C4KFTY ST+'+aM PANPI SYSTEM INST L IAy IHSH : .. w.+. x 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) t OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PAR7EIS). 8 US t PMftt, g tµ� � NICK LIFE SAFETY PANELS MAY OR MAY #E NOT BE INSTALLED ADJACENT TO REOLALXR PANELS ATi) (W/ OR W/O REGULAR TRACKS.) E NOTE 2. UFE SAFETY S1 PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS. SECTION B-B PER COMPONENT . SHEET 2 OF DRAWING. SCALE 3/32--1• THts PANEL ALLDVP- ITSELF TO BE REMOVED OR INSTALLED FROM THE XNSIDE OF STRUCTURE. 3. UFE SAFETY P REOUIRE6 TOP TRACK TO BE COMPONENT 90Ti0N TRACK TO Y`AidNHHITiII/�AA�A COMPON VENT& BE INSTALLED WALL OR THISDRAWING. OUNTED FOLLOWING SECTIONS I & �:•`,��p'P;••••`•i'T�9�YA4p 2 ON THIS SHEET, AS WELL AS DETAINS 1 & 2 ON SHEET 14, =�• ti�GENSF'''... s„ FLORIDA BUILDING CODE (High VelocityHurricane Zone 4. Min. LENGTH FOR COMPONENTtS 73". - M- ANCHOR SPACING FOR COMPONENT ANCHORAGE AT BOTTOM IS GIVEN ON i ocIc i.Mm INK' 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES # & SKEET 14' oRurN COMPONENT ® 2, MAY BE PERMANENT OR REMOVABLE. SEE DETAILS FOR INSTALLATION INTO wooD FRAME BUILDINGS ON SHEET 15. q� pp ' iL E i+O Ne. GLOBAL PROTECTION PRODUCTS, U.C. a7�OGE ` I 41EDD SW_ 51 smEST B SEE SHEET 4 FOR [RETAIL APPLICABLE lY'/ THE NECESSITY FOR THE INSTALLATION OF A,"C`- TR3JT & ANY OWE. EL ]SSH SPACERS A7 TRACKS tN44TALLEO ADJACENT AND BEYOND TO STUCCO/WOODNw SNn:SE.,M 7K IAAsr INeoa. w uIw rvfOa: (26H}BeB-7S4a. SAX: (854-e7/7 2f1-t 76 RANDS. AAA!/,s aN Hy„ P.�. , G90) FN_,EEB . F. , WpAI .X,_EAE _ PC SFALYSNANTPBElTA7E CA-m04714 4a •,' YAo-x W &I..-nr f&AWNO Na WANNER A iBlli JET., Pt H4I XT"t'u e _ SWOET 13 Ora MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING MAXIMUM PANEL LENM "L" SCHEDULE I'LlIn NNY FnQ fEAAPLI h.t'a INSTMIATATMS - PFa 4xT5VNc , TNWP, III Rut euKFTa A A A R1 pMAOMW ASA RATIO iP+tJ Mw. P LLNOfN (SAL ft. TO CJR WNd1gN +55A -no 7-r OR LESS 2 1/4• UNBp13ED i YHOU 5 & 7 +555. -72M »'-S' TO e-8" Me 2314. UNBOLTED 1 T IK, 5 & 7 t85.0. -720 18'-r m 11'-2" Mm.. 2 t/2- ' im +438. -4&D 12'-4*OR LESS a 1P2` `+ �0f IL a 9 & 10. - BOLTED R/ 1/4'0-2W' SA U.S & 1U TUT AT VIEW & w LDICIN OF PAND. (VALID ONLY FOR PANELS nI h, 6A}RNSTALLATONS AS PER SECTIONS 1 7WRU 7. INI SHEFTS 4 A 51 MAXWM DSO. DESIGN PRESSURE RAT" W MUM M 04M SPICNO FOR Ea - J 1/2' - APPLICABLE To SECitONS F & OF THUTiON LENGTH E PANEL LfiICIH `L' (it) TAP" CIF TM -GRIP CNA-N pm4L ,E FEMNY C PARIEUM E PLUS 70 CONCREi CONCRETE 10 NW�EIE C TO CONCRETE m CMdEIE TO TO COCmum To d' N/A WA N/A r H/A r WA O• WA I MP) B• r N/A WA e r 5' e r r t founw) S• N/A WA WA d• N/A IT, N/A d' N/A 2 (w) r WA N/A N/A It. WA r N/A r N/A 2 (0OITCkQ +55.5 -no r WA N/A WA B• WA IT. N/A d` WA 3 & 4 (TOP) m. 7'-S• OR LESS OR LESS r 5' NIA N/A d' r r r J (•otteAQ S. NIA WA N/A r N/A 6' N/A 6' N/A 7 CTOP) N/A H/A r B• 6' S' r r 4 & 7 (0011 MIA N/A t2 if2" 8 i/4' 12 tJ2" 8 1/4- a 1/4' a 1/4' 1 6 1/4' B 1/4` S L"RplBOTNw) SEE SHEETS 10 k it FOR ANCHORS TYPE & SPK,NO FOR NS.IALIAIONS INTO WOOD FRAMEMINIMUM ANCHOR %WSW AND MINIMUM 64Yd01NG. THAN RPAOTHIS SCHICA&L IN CO. �LI ER"E ANCHOR SPACM BYMI YO6SPACNG S OSGW� TIE FOLLOWING FACTOR: FOR THIS OPEN1TION 10 BE PO { DEDUCED S±VINO DSIAMEO USING FACTOR SlWL NOT BE LESS TWIN MNRNIM SPACNO NWAT00 FOR 0111 ANCHOR TYPE AT AWFgpS UTOENO MOB IYFE i/4't 1/4A 1/4'N i/4'. ij4L 1/4`Y TNCeII 61M-CIA OYIt-N 1aA-!gt le. wets B Namw1 0.) 3 3 3 3 2 7R J M@,ApYNNa O'wsM, (IRa 3 3 3 3 en,r3 cwa, O44 04 3 3 3,12 3 ,/2 3 1/_ AaISL CA !Si WIM mwm I, 3• IOW lm tA6 .N 3I.' LAB 'm X-0O 1/4 M LONG BaAssBIMeGW/ 1NSTAL,A1I9N u' M.S. e e v4• TOM DETAI(,� F0$ REGULAR PANELS(j) $t {1� 6O.C.1 4, RAVEL Low B 1/C 0.a. m-e INTO EXISTING WOOD SIRUCTURES 7 k OTHER T MR iF@TN5 UP m d'-r Nu.. OR h4-lG . PANE iFIT D ONMN RLU5 e ' 0BAW 12 , 2' • N�HB+DIEa , � ui Tw 1 ` t pC, 1y9 EIw11I. wOfO HWaOFh j I 1 A 1 d t ?IP ' }f 4 Mbm'; 'iV/{ J(dp'�Y�3/ 1 IAl1 eB':OG h k EQ E t lu W-W= 1 ff 1[E' EON_ 4 E0r i FA EQ f 1 ( 1 I REMARID .Dam! WBaS irAOFR wow wjw REDUM IALTERNATIVE J111 i W ALTERNATIVE 2W SCALE 3/8=i' SCALE SEE I 1 1 1 t SEE SCNEDOE O/ SMET e 1 (-- F� o - ON SHik-T eB f "ASFOR M, ON OLASB. �j 1 I f t OAMMtAiY`N N1NO. NU7 I EYOK LTUu i• Eke a E;D ED I 1 .�.-..�_ EO �`� Ea 1 t'O L. t I E'DI� I _ EO _ C' ~ i 2' r i '= �yLglg EC �' , �I ' I b >( 1/4' 4 x S/r IONS JI. 0 1/4' O.C. WI ,PANEL SS Ma. e E t` i i ' N,f Abbtl]2" :•\'A` I4 e}� �I i LEM20dONS ' AN FOR weal 12IAnR w m s-o• AND d l i , Ym i Not •rat 4 i I 1/4` D.G. MR L04THS U P m r-r M_ f 1 -MUMMYrr ! � u oe (14-10 PNNELMA E FEVA E to OR PNELMRE PUTS a 12 TIr a a WITH i i^ L+"1 ,Ii 4 y' I/4Y 3AO AYAYB i r OG W/ =, ,n'THNIFADEO PE R AMp O AMRNATiVE 3W ALTERNATIVE 4W THREADED PENETRATION A SNONIOIN aF EOSTYO ROOD PI/FTE NI1R rxtP'y • MI&IORN OF P3NE SCALE 3/8-1' SCALE 3/8-1- t AL lENTM9 UP 10 r-r Meo �PLATE I'I' tMME nfp�M+-E��A, a[l�i�J f AT,nAA _ NOTE :-SLNUfTBt TRAGIC NOT $NOON CLARITY SCALE 3/8-1- SCALE SCALE Ni1tN/NN 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS Q`" •`"�AEN14L '�'• •"•'+ UP TO +55.5,. -72.0 PSF AND PANEL'S LENGTH UP TO 8'.-8". '• '+ s FLORIDA BUILDING CODE (NIGH VWjOcNyY Nu done Zone. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS. TO BE SOUTHERN 02M ie�0` NC. PA' PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL : jF 140.rmu;� 20 GAGE GALVANIZED STEEL STORM PANEL ORO" ft N C3D11$1 NATION SE TIONS ST '0' /t��` ' Lw. O tNs, GLOBAL PROTECTION PRODUCTS, LIC. TAIT,TOP �'"�. ''•. ULAi T[e64N & ElM30N£RM0 N,tlIT. S 14 4eCAME, n- & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY ''g, FS • •' S/ 'A TN,,.. SfEn 4 >r SEA LAMA a1wLA n n'w [>eN AYI_*ga h YIP-IfiX - W-71 FAX: Clove (Bw)rLN-TOSS FAx: (sdt)adA-e727 20-176 INSTALLATION. Y FlllM Nf1111 F. SFJ1/9OUTLFEICAIE . r t3PN WMMOA. tttlTt,4„ PZ_ « - Orr�a Na K, A4if „ OF m SIDS a C TO 2HOLD s) 9OR OR DIRECT +ii ..-'•,l+�i\. a. , .mil 11�' i-. , •+ � e. ...9". E (•) �, I.1 .!:NI .,. 3".' ! ILA 2L.�-•1� Tt/2. O. C.) TQ HOLD PANEL AX M.- (CJSE 1) 3' Min, C.A4E Ij MAXIMUMASA. PRE RAtNG t TAPCON O tMlw dO-N PANE AKIE F£MYE O PMEU AE PLUS TICKS , k OY,eINATDM OF THEM EMAIMVM PNEL LEIOIlN 'L' (R.} _ m - IF -� taH:RErE BLaCIL m C41/CRETE CONCRETE BLOCK m CONC0.E7E CONTO CRETE BLOCKCONCRETE TD B BOCK m BPDCO 6' N/A N/A N/A 6' N/A r N/A 8' N/A 1 & 2 (TOP) =.U. -740 9' 7' B' 8' 9' 9" r B• 8' P. 1 (BOTTOM) 5'-0' OR LESS 6" N/A N/A N/A 5" NIA r N/A S" N/A 1 & 2 (TOP) +55.0 -72.0 9' S" 9' 6' 9" 7 tI2' 8' 9" 9•. 9" 1 (BOTTOM) 5'-O' TO 7"-6' +55.4 -72.0 $' NIA NIA N/A 6' NIA 6' N/A r. N/A i & 2 (TIP) 7'-6' TO r-r 9• 4' r 6" 9, 6• r 6" V 6' 1 (815TTOM) MAXIMUM DSO. DESIGN PRESSURE RANGCOMPREIE 1 (SNO a SJr 1&. FCC/ TOP O NAA4 UY a (SRO & 3' MN. N2AH TOP OFANOtt) APPUGBLE TO SECTIONS II & INTIO OF MMMUM PANEL LENGTH 'L' 00 T I - TAPMN_ CONCRETE +492 -SL5 r 3^ 4 1/2' 4 1/2' 2 (BOTTOM) T-8' OR LESS 45" -66,0 3 3' 4' _ 4' 2 (BOTTOM) 7'-6' OR LESS +SS.D -72.0 2 1/2-2 1/2` 4' I 3 ,/2" 2 (BOTTOM) 7'-0' OR LESS +55.0 -72.0 2 1/2' 2 (BOTTOM} 7'-6' TO +55.0 -72A N/A N/A 1 3' 3` 1 2 (BOTTOM) ALTERNATE LOCATION AT END PANEL O 1/4• I I`I SEE ICI SEE INTERIOR PANEL -END PANEL Max. ANCHOR Mo . ANCHOR I SPACING SPACING '-3" Ulm ^•--'---» SCALE: 3/Ir - 1• - _ MAXIMUM A S D DESIGN PR E UJINC (R.s f ) AN12 C RRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE UaLICABLE ONLY TO MCDONS I & 2 INDICATED FOR LIM W= =BM PANEL 'SYSTFY ON, eNFET t ANXI,YA ASA BESWN Ma PA74 LTMBTN EvawA t: fE) MVMW 9F.PARI,OEI PANG (P+I.I (DIE KCT01e7 w VAN, 1XNBIION .ma -TIIO r-I 2 3!+' LaeBum SAE SHEET 16 FOR ANCHORS TYPE & SPACNS RIFT N.SPURGdi6 INTO WOOD FRAME SULONa MNMELW ANCHOR WACNIfA'i MO MINIMUM TOM DISTANCE ARE NOrAUD ON THIS MULE. FOR ED. LM THAN NOCATED ON SCHEME REDUCE ANCHOR SPACM BY EALTIPLTIIO VAONO SHOWN ON !CEaOULE Of THE FOLCONNG FACTORS, FOR THIS MLRATI N TO BE POSSIBLE RMW SPACING OBTAINED USNO FATTOR SIVKL. NOT BE LESS THAN MINIMUM SPACRO INDICATED FOR DAOP ANCHOR TYPE AT ANCHORS 1.00143, ARM TfK 1/4' 1/44 1/4'P L!`<1. 1ro1 Tr66N Pr 11W-COW auE1-u Lie, AMSA1 VM*4 O.) 3 3 3 3 41RfilElWtl 3 3 3 RLLAA.I BMA&.) a S 31,12 31l2 4 AORFL:EO• � Di01Rq IIIL'IDPI 3• tm Im - im .N MAXIMUM MAXIMUM ANCDIR SPACING, FOR FA.. 3 1/2` A.9A DESIGN TAPCON OF TAP -GRIP Oµ)K-N PAMELMIRE FEMALE D PM8Au1E PLUS SOW SET SECTIONS }TION MAXIMUM1 ANEL PRESSURE RATING TO OOCRETE m C7NCA -,E BLOCK m CONCRETE m CONCRETE BLOCK TO CONCRETE m h BLOCK TO CONICREfE TO CONCRETE BLOCK TO CONCRETE m CONCRETE BLOCK TO CONCRETE TO C wRETE BUCK A OF THEM I $' N/A N/A N/A 6' N/A r N/A 6" N/A N/A NIA 1 (TOP) 6' 4' N/A N/A 8" 6' 8' r 6' 8" N/A NIA 1 (BOTTOM) 6" N/A N/A N/A ii" NIA 6' N/A e' N/A N/A N/A 2 (TOP) 8• N/A W/A NIA I 6' N/A 5' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5. -72.0 6" N/A N/A N/A 6. N/A -6". 6- N/A 6 N/A N/A. N/A 3 & 4 (TOP) !7'-5' TO W-8' OR LESS 4' N/A N/A V, 6" 6' 6' 6' N/A N/A 3 (BOTTOM).. N/A N/A N/A 8' NJA B N/A 8' N/A N/A N/A 7 (TOP) rNW/A 4' N/A NJA 6•6"'''6"NIA N/A 4 & 7 (BOTTOM) N/A 12 1/2' 8 1/4' 12 1/2' 6 1/4- 0 1/4' 6 1/4- 6 1/4- 6 1/4' NIA N/A 15 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 1 12 1/2' 6 1/4` 1 12 1/2' a 1/4' 6 1/4` 1 6 1/4' 6 1/4' 6 1/4' N/A N/A 6 (TOP/BOITOM) 8'-r TO 11'-2' 55.0. -72.0 N/A N/A 6 1/4• N/A 6 1/4- NIA 6 Ile 1 6 1/4" 6 1/4- 6 #/4' NJA N/A 6 (TOP/SOTTOM) 8'-$' TO it'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4• 6 1/4' 6 1/4' 8. 9. 10 (TOP) 43A -4&0 6° 4" NIA N/A N/A N/A N/A N/A 6• 6' 6 1/4' 6 1/4' 8 (BOTTOM) 12'-4' OR I= 6' 4' N/A N/A N/A NJA NIA N/A B' 6' 6 1J4' 6 1/4" 9 (BOTTOM) OR LESS N/A N/A N/A I N/A N/A N/A N/A N/A 6 1/4" 6 1/4' 6 Ij4" 6 lI4` TO (BOTTOM) SEE SHFE13 10. 11 AND 12 FOR ANCHORS TYPE & SANCM FOR WAUA706 INTO HOOD FRAME BUILDIML MINIMUM ANCHOR SPACINGS AND MOO" EDLR. OWANLE ARE INDICAtm ON THIS SCHEDULE, FOR ED. HE'S THAN INDICATED ON SOaDUAE REDUCE ANCHOR SPOONS BY MULTIPLYING SPACING SHOWN ON SOHEOMLE BY THE FO MMO FACTORS. FOR THIS OPERATM 70 SE POSE REDUCED SPACING OBTAINED USING FACTOR SHNU. NOT BE LESS THIN MOO" SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS L.EOEHO. ANCHM iR Ile. 1 1/4. 1/4'Y t/41 1/4'R 1/4'A TAPIAN Hi TAP-Glr ,EMUZ O Pun DMIf-N SOUS_ T Yh .wIC110R 9PAYEO fin) 3 3 3 S 2 1/2 - - 4&,a,,, 4iE1N41, Da} 3 3 3 3 3 3 1/2 t1AMR) 1Lv.M TEAM N1n) 3 3 3 ,/'1 3 1/2 4 A311BL M 410K T7t8p11tO F At 7 0 R 2 I 3• ,m tm - tm .eT - INSTALLADON_MAjL$ FOR REGULAR PANEUCD A INTO EXISTING WOOD STRUCTURES b l` 4k"ll ,j ,4-30 PANELMAIE PLUG14-10 PANF3ANTE PLUS y,.�14-10 PANELMATE PLUS ' 6 t//4" O.C. W/ 1 7j$'PENETRATION TO I 1TiREAODO PE'NETNARON TO W000 EXISTING WOOD HEADER EXISTNG WOOD HEADER RE0U7 f EXISTING WOOD HEADER � •t ' t �•� I ; 27,{ d i!4• GC.WOOD HEADER i = WOOD HEADER '� ' xt�ruREe - 1 / w V REOIRED I wj` SEE SOel%AE ON SEE SaEDOE ON SE: BCEdAE O W SHEEN a 91E£T e ( ' 4 SHEEP 0 ITN Im OIJS$. i181 : ! FOR Mn. SEPMNTON ' �y,(1 Ta OAS:. _ C.._.- �- M.. PANEL LENGTH -__ -_ j-. !.- MIt PANE. LENGTH -_ .1 - M_ PANEL LENGTH ,n1r-2I51r s, (SEE NOTE 1) ,14Y-Pwtr s.F. ' (SEE NOTE i) ,!. aBX,• S.3 (SEE NOTE 1) 3w/syyx! MA wlVINK, NUT 7ro'A : 3M/s w! 7fr. e [VEXi OVERLAPe3 EVERY OAOIAP 13r KINGi I I 1 i 5 I 50,L s i 10 i71' I OFF i i OF Y 1MAX t i t /rw.3 R LIDO ° • m. `' a 12 t Jz ac. j e0. Pam' i 1 K 4'J LAG SCREWS a--.- 6' D.C. W/I 1/2` 2'x4' WOW _PLATE UK THREAM REI 1. _ ,4-10 PAIEtANTE r>t.PLO2• - ` i) I �f 2 ` -`- 'I i PENETRATION AT WIRED I �. 1� - ` I( d , a• D.C. W/ 1 7/6' R£CUBRED 1 i �!E? .' f NT L! ,I +�; MOINDTH OF PLATE LAG SCREWS a ,ry I I 1 ti MID WIDTH OF PLATEC. STA6GERE0 w 1 I I Rl. e STW W'/ 1 1f2• wH/ I 71NEAL1E0 PENEfRAtM#N jt I AT MIOWDTH OF PATE .y SCALE 3/9-1' SCALE 3/6-1" - SCALE 3/8-1- MDIES: t. INSTALLATIONS FOR ALTERNATIVES $W. SW & 10W ONLY VALID FOR �Np11L111LINNAA BANEI.WS WITH &S.D. DESIGN LEADS UP TD +43.8, -480 p.s.f. AND pL: T/L(/lA P,.grp4" 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Q�V' ENS ✓S +4 PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. N)BF t ••'' FLORIDA BUILDING CODE NI h VelocityNo cone Zone NOTE ProR COMB)NXTNkI R)F ?gI'r;7'RIHfi - N0• 416 • 1`TM. Ns. 20 GAGE GALVANIZED STEEL STORM PANEL am"F.PW, TO &BOTTOM MOUNTINGS CAN BE * _ COMBINED IN ANY WAY TO SUIT ANY 5 TE GLOBAL PROTECTION PRODUCTS, LLC. 07P INSTAUATION. F( RIOa,%�. IL G C O 1 Ne. Se[D sse. 57 SIEEET f%{: '•. t .3 ti111 1E-'i,b16 & ESKR__ AIAY 9U4'.FL-SJ314 -176 bAFR ss' NA1111 `� S1I.L/BONATERE/M1E w.-'m__0006 C GbF).N�~"1 " P yE ' -75/5. PAB {9k D7 2gpNA* ffIX IfALTETR A TRIJf Jf., P.E - - SIE[T 1P W 20 I INSTALLA110N DETAILS FOR OPTION j 1 FOR LIFE SAFE STORM PANEL SYSTEM '!''"'� d * r ate'"! INTO EXISTING WOOD SjRl,1CTURES t 7/2 MNIi 1tNEADED P7DETAAOH 1 TO E7Pf5iIiG wc,lm NaAOER j `•1 I t 4 i ED I } E� OR EDDP� I I jY'- AMaD ,I I hf8'YNS.fsYt�' Ei e Tz 1Jr Oa $ NATIVE I ALIERNAIIVE 2 1 1/r 4N�. 1J4YWxt' MAGtW�E TO WeW 2 t/2- O7X SCE scm�w= ON SHUT 14 10 CLAM i EO EO ji .. I L_ �II MOO PLATE RFOURFO f._ Rw Ear w1 y $ Cam' ALTERNATIVE 3 ALTERNATIVE 4 1!4`0 4M5 SCREWS e r a.G W! 9 1l2•. 1 lKwAom PENLT. TIN OR ,l.,111 11a90! ¢MTMF.swd AdLYf5,NMRW EiSpsWORALTEkMIIVEE IX-20 +vAeE - WOOD FRAME CONDITIONS & ANCHOR LOCATIONS PMIDJ TE PLUS e r OA W 1. 1/r le. O THREA PEEOTRATON 70 wow IX• 6 S3/&• - I, PLATE ROLE : SHUTTER TRACKS NOT SHOWN fOR CLAIOY Im WALL MOUNTING INSTALLATION"" T1 ALTERNATIVE 1 W SCALE 3/e• - I• 31&�S•.• �(',ENSF� V 7 z �• FLORIDA BUILDING CODE (HIGH Velocity Hu can* Zone) BOOM * '¢ 1 azSxB T`tEC4. "t 20 GAGE GALVANSTEEL STORM PANEL IZED ; 9F 1. INSTALLATIONS ARE ONLY YAW FOR SUK_DNES WRH A&O. DESIGN L01DS IM TO +55.5. -72,0 PW AM PAEVS L04TH UP m 8'-8'. 4 •. Sj OF ALN 9 ••.. Nr�, R10 - •-s"".:.� _ 1 L E C O LOBAR PROTECTION PRODUCTS, ". 07/25/2070 DAM. 2. MR NEW WOOD FW,ME CONS7RUCnom woo0 MEMBERS m BE SDP1INEN PRE N. i. WP SPEL'R1C oEND, OF Olie OR EQUAL- iA'4A(`n •.....• � � L,..- %F S' Ai• Gt 3 AMAAIlMII INC. & Ew7NEENNo coM ANY 4m S.W. 5151r DAAfE 1ti. 33I14 2G-176 T1111NN`` YNi wqs &_ Ne 11f. V,M.,I. ENOHI, K b3EM PlHN@ fISIMS-7546. FAR: (/54MdB-rX97 � pi. SEAL/SOIM7U1rJ(N1E rA-0o0e7/G WM.TDI A iD1J! Jt. PZ .w+ax aR AN.r. MvrN+ 41R a, A am WECY IS or ffi -F--A N N L W U N N 0 O O � Cu O O C 0 Q O ICU 0 O E LL O CU .w U) -0 W Cn L_ O (]� O L `C^U Q W J Cn OF 0 l O Q J Cc L. 6 clo C: ., N 15 1 �a ® W __� _:f _ - - - T. SHEET NO. SH 1.1 1 T. SIR ;-.;yr•�: rxt�:3At ate+ ii ------ ANCHORS (SEE SECTIONS ON SHEETS 17. 78. 19 & 20)-.- - MA)L 31Mh7, 4A/17 1Mt/,A ��I, 9/17 40/17, „e/16, 3' MAX. MIN. e+t+110. 7AWJt9 & SAW/2D I T WME/19 7ew/If a WN/W y- r" 1014. P"OL PANEL LENGTH (SEE SCHEDULE) 17, 4A/17, SA/,0.-GAGA wralsrttWie Flue/ REAL 3A/ s/17, 49/17, 69/10. 3 MAX NW. MAIM/19, 7AWJ19 & eAW/2n 6NP/19, 76W/19 & 09WJ20 /• MIN.I -.-----._.. ----ANCHORS (SEE SECTIONS ON SHEETS 17, 10, tQ & QPTIQN *2 FOR UEE SAFETY STORM PANEL[ 1%YYATION SCALE 3/1W-7" tH• 1W Y. °•P SECTION A -A SCALE 3/le-1" MAXIMUM A.S.D, Mox, PANEL LENGTH DESIGN PRESSURE L 00 MINIMUM SEPARATION PANE L RATING (P.S.t.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 B'-g" 2 3/4" UNBOLTED INSTALLATION QUAILS FOR MION J2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES r y ' � r O HEADER \ FNEAOFXN wom HEADER WQIXs HEAOETT OARED "`.•. i � CtatEO ..'" 1 ^'°kfW)IRED r _ 7/„•7 TAPCOw O 6` O.C. 7 4"P TMWN O 6. O.C. iJ4•P TAFOON O E' O.C. 7 4'0 TAPCCJi O B' O.Q _..7-T. _ - tS I ti /J 1 FZAM - 'tif 1, i .r7 E rPF7iEn '1 ATK)N . P£NETR T AT W000 .r ' aN Ai wow AT W006 F 1 _ IGIET AT WOOD r ! WADER T ) HEADER 1 �' ,_ k F/FADER , ` r LEADER r'r T. "-- 1/2" ` 1/4` 1/2• ` i/4' ' } � ,r2' 'ir4 Yr 1�' i 4' � *r 2}Y 2 s ^� 1 . i I Len. Man. 3 4tn. f I t tan WSPAUnON 1 i 5 gN.�,;py r F.xsl)Wa 9a IXARS i I # EXISTING , 3 MASS t i 1' MEN. GLASS' I GLASS-"' ,- �a � PANELr t i , r NOTE BfLON'} &lEEi 1tlT1 t' eNm. I PANEL. LENGTH iW 318£f 1h "L• Nm.• Grit (SEE NOTE 1 BELOW) Itn +{PMAtON ! PANEL LENGTH F3(Ib7IHG , ; ' i MA10 QLAAONr i i i PANEL LENIBEL 9p pAE` � I _'..r:?t -- __ r--� (SEE NOTE 1 SLOW}GLASS ;y p� ; I I � ,- .x�,__. - IsEE eATrE , BELOW) r ON SNOT Itl) i/L•h20r;' 4 ( PEE 9lT 16) f ) 1 Pa StSEt 16) ir4v--2D+r ' SS M.S. X 1 SS. MS. W i -�� T Yx33Y f j ro i 76"•xJ y 2 M7NG FN/i i t i I -0 TAPOON ' it' D.C. W t 1J2 I New. Al k i 4 '#GDWIDTIE OF PIAIE 1 i f( \• e t�wT. I i L�AtT. M f _ /gyp E i I `t I _ FA. I ' 77 -'�F1f4Y-2W3/4'SS. i _ t 4'A-20n3 4.5.5. M.S. itI ' i, ei D:xTT. \ ; (c CO1Tf _ - i / % JALLt. W/ Wl°i '°� 7f°•h3/32' WING FIR I �) i?f8Y x 3/32' WIND NUT I i' (� ', :7/8'• x 3/32' MNG a ' • Ti I I?WA9tER O - �'- / WASHER DtEYONO) WASHER O 12 1/2' O.C. tIL s - NlR WASFETi (BEYCNA) I ,f ;r i 2 /2 O.C. I ii s i� 1 t 11 s I I,r I fi .i , i , 1 • 7APC0p O 6' O.O. 1 3 ` 1 f'a TAPCOw A B' O.G. l ! 'L i i 1 431 i B' O.C.. I TAPCON _ i W i i 2' MIN. 1HRE/4)ED J I f` i i D f W STUD) � "E- YF j J ) , j j (ST'AGGTit60 J SEUO) j `I i PENEfR4T10w AT NiDA'Ott{ �' tk i t ..� y . 1 Ma, 7FIREAGEp 1 t W t ! 2 M9N. T1elEADED * iF w Of PUATE .� .Z.i . PENETIFATK+N AT MIDWIDTH .-{/ pE/ TRjA N AT MIOWM7TR L 1 �, ` OF PLATE j OF PUTS i'-a-.,.1 WDDD PLATE x4' WOW PLATE 2" 4" WOOD PLATE 2'x4' W000 PLATE RE uRED RE6Un1RE0 WAi1 YDUNTING INSTALLATION WALL MOON= INSTAi! 4TK)N YIALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION A IERNATIVE 7AW O REGULAR PANEL A�LT�ERNXTIYE TRIM SCALE 3JB`..t' LFE S..PANEL SCALE 3/6 T N,III �¢ SCALE 3/8`-T" SCALE 3re`s1" 1�" aMIT�i.1t✓9 .71► i FLORIDA BUILDING CODE if h VelocityNu cam Zone) 1, 1M('O ARE 01I,Y UD FOR BUILDINGSWITH ISO. DEtXIV LOADS +55I - P UP 70 +LISLE, -720 PSF AND PANEL'S LENGTH UP tO 8'-LYE t - Pant mTECO, trc. = N0.4 's* ¢ 20 GAGE GALVANIZED STEEL STORM PANEL F.P. W OD 2 FOR NEW WOFRAME CDNSTRUCnOW OOD MEMBERS TO BE SOUTHERN _ _ �� DUNE NO. 2. Wf SPECS DENSITY OF036 OR EOIML = STGLOBAL PROTECTION PRODUCTS. LLC. °TaA ,(� e W Y G 4W S.W. 51 STREET 'fya:a wau awoWa W »w PaaC (t Rs+�Taa DMae' h5+Xm-e797 20-) 76 11L��y� w • , aan 4 NNW R• A4/FNIMH CA-0 IL$ 1. PMM^" .E ATE ,ALTER tg PEE a r �� - M1 _ _ _ ,w MIREfuraA COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2rl') 46 (TOTAL W)DTH}---.-e .�� r--- zz50 2.s6 --••) SL. t; �. �i-2.250"� ,P• (EFFECTIVE YII)Tf)-- - -�- - I N_.._,_.... 2e"�.ILLIM, /C• THICK 't'.'_7' 2 b57" 1 GALVANIZED STEEL l f +„'R t25" +. 2.21HL' 2.000' 2'�O•. „i TIP. '�\GRADE NUNM zo OEtAs dJ ^L 0-50 GALV. +� ; j_DFTAM1 A 3 4a.6 - 0.2a0•-...,----.-.._. ` .250 �_t Z470"� Spa ! STORM PANEL -2.47G'----_- 4' REVERSED "h" TRACK O3 RRSED "U" TRACK A1. F'A2NEL'S END LIP -.rsa - rrl NEInaencE. eO '• ,j xa0` f T ' 1 i �' " HEMMEf� .' 4• 3 f w ISOM C VIEW DETAIL A 2.LoO' a I 2.Ob0' ROUNDED CORNER O ENDS OF PANEL'S END LIP W/ HEMMED EDGE 72'" 760' (N.T.S) 250' � (TIP•) "J 2"W(MMax j LUM. ANGLE' 1 1 'DWER 6061-76 Alum, ALLAY --1h--.i25- � MN Na.4416= 67 s FLORIDA BUILDING LODE Hi h Vs1onH eHurrlaano Zon r - -,750'--- } •q opoxo m1TxaWa 3" Mox. 3 g0 WE OF 20 GAGE GALVANIZED STEEL STORM PANEL DRAW ff, J 3"x3'j14ax,) ALUM. ANGLE ®,SjQP BAR`rsSt DHtD GLOBAL PROTECTION PRODUCTS. LLC. t�2� ryAl ENt. AeDe Sal 5, STREET 11" LONG ••'F MDMMfuE - 606a-75 Aum, ALLOY 4`,m al-ua ' (B )I FAX, T 76 PE. SFAL4'vwTt#E/cgE Wxr ,ou•aa• ea• . a.s ,Psww w". WMMFMR Nat WAIVI A. tlir., P:E as rt-ta , 0,. N kaflal U.tl INSTALLATION DETAILS FOR OPTION INTO EXISTING MIRED CONCRETE #2 FQR LIFE SAFM STORM PANEL SYSTEM OR CONCRETE BLOCK STRUCTURES 1[j4" TAPCW ANCHORS li' O.C. •_„ -�4` TAPGbN ANCHORS 1 F' TA caN ANCHORS { I .`• 9' ? O 9. 0_C. \` 9' O.C. ETF� POURED CONCRETE, CONCRETE POURED COwCi - � OR CONCRETE I POURED cowwf,OR j D 3 1/4' Elm fmoIAR£D S. E -�! a 7/4• OCK RE'Q I j(�--[ ) 1/4• MOORREQUIRE) •� Ff r. i i k T EO4 i r awmua w ; A t aclRMnr « F a >� aitEax r I MI[Fi u) 1 axrEr A smr ft1 aN4'IEr tN 1 r i EOSTI/LFx„I STIySE„j t EIOSTti{Q-1 GLASS [.. .! . ._ Elf, M -. CRASS I GLASS t nW I �W i Tt ry k � EQ( EDt I ' I i ' d/5 N A 3/32' WING NUT I mot" 7 a'R x 3/32" IONIC ( Pn4 WASHER O 12 If2'CC, k t 4- TAPCON ANCHORS1 tsT4AG E4 Wl snro) e k nL :NUT WASHER (BEYOND) Y 1/a' TAPDON ANCHORS "'-�f /2' B.F i (s wAlAw Al SRro) CONCRITIE CONCRETE BLOCK WALL MOU °NTING INMLLATION �€ GTLN DR CONCRETE BLOCK ALL REQUIRED` JNTING INVA l ATION secTloN Ala rl' �, 0 R> GUL!R P�FL SCALE 3/8".i" 9 LIFE SAFETV PANEL SCALE 3/8"-1' SEE GT /9 & FOR ANMS CIULYRE & ArR'AIOIR ToK tJ4'• Wye SPACING11 IaR WSTAUoftTTMlS YWOOD fAx ARMOR BPAOe10 9n) 3 FRWE &AMINO. INti1LAR ANCHOUMME E WINOS AND 114% N EDGE MX ARE MATHA tI@ n� 4ePM tenuo ylxWkty Ox:) 3 FOR L scWh E REO CE LESS SR UIDKAED ON SGN:DOLE REOPICE . SHM SPACRA TH YMV. ON SI.F"rQURE a4F 1W4t RL.erra 9a) 3 A1AtEL EA p�It Of PC WIND F CTOR& O FACTORS. Fbti TKB UN THE FIALO BE PG69BL ROACM, PESO 1 yr SA WA 9PAUMS DAWNED IMUM FACTOR Sapa1 NOT A BE LESS N&NCAED MINIMUM NON 3' VIC THIS FOR FACN ANLTOR TYPE fW Tl$ SEHEGAE -- 3t - I i .J.- W......-. a _. `� MS atl T/t"• 3/32 Awt Aur'e� I r r I k D 1/4•S.S. )LS W/ 'ro"ax3/32• , j2• W9Ma PINT WASHER l12 1/2' O.E. ' 7APCON ANCHORS 0 4 1/2' O.C. '- -_RUCONCRETE OK I CONC REQURED ANTiNGiNSTALLATION WALL REQUIRED MO�NTIEC� tEGI1LAR PANEL SCALE 3/8"-i' NIN O LIFE SAFETY SCALE 3/e"-t iAPCON ANCHORS O,C. !! t/ -0-2043r4"'S.S. M.S. Wf -7J6`4ex3/32' WING NUT WASHER (BEYOND) i 4'.TAPCOW O 4 1/2. O.C. PANEL INTO EXISTING WOOD STRUCTURES T,7L'i 1TI /i7, 1 11 4"! TAPCOk O 6' O.C. �` 7 4"f TAPCON O B" 0•C. }, t ! ?1 P/1 TIONIAT WIX)D i r ' J7 1 710N AT W I `P I HEADER } f F LEADER WEroO IEaUTNER Y t WYJ00. HBLDER d e f REOURED'""" I COLT. COAT. i i I AG,, 41PAR4TION is QLASS r T 1(SEE SUIE7iVIP"'"" i I I �snNG ON Baer tea. SWARATaN I GLAAS� ; j Ta on PANEL LENGTH �J} "- r I PANEL LENGTH p05TINO ON StaEr ,N (SEE NOTE I BELLOW) tfa'a-�xt• f } (SEE NOTE t BELOW) ClA55 i ss. M.S. WTI__ TJg'e x 3/32' aI WSNG NriRR 'f 4 1 ) f i t + i I I I I t 77 i 1 k N 7 x 3Y WING UT 3 ro 'e 3 • WI 1 x 3T WING 'i IEEE. / 7 NU)T t WDON J I Q t„rB T"x4' PtA7E WOO 2"x4" E jj WASHER O B 4' DEC: t REQUIRED "°""�'�` `i i } / REOUREO I 1 ,ff- 1 II WASHER P (BEYOND) #14-10 PAWU"TE I ' )j I ji4-t0 PANEUMATE P ✓1 t 14 1 I O 6 ,/4' O.C. W/1 7 ` ! , ; 0 6 1/4' D.C. Wf7 7 MIN.THREADED PENETRATION MIL 711REAOFD PFNEiRA7)MN i AT MIDWIDTH OF PATE ' ; A I -._.Imo.._ i i AT MUMOTH OF PLATE I ' WALL MOUNTING INSTALLATION WALlyjiMIttiCi INST�1AT10N O REGULAR PANEL`S RIMTIL[%jam,, LIFE PANEL 0 SAFETY •;/9 SCALE 3/8'=1" =•3Q=`; GEry$: SCALE 3/48•=t" FLORIDA BUILDING CODE (High Velocity NO Gone Zone) S i No 44167 mmo aTao. INC FR• g * � 20 GAGf GALVANIZED STEEL STORM PANEL OPA1pN IN_ 1, INSTALLATIONS ARE ONLY VALID FOR BINLDOM WITH A.&D. DESIGN LOADS LIFT - UP TO +551. -720 PSF AND PANEL'S LENGTH UP TO ✓'' "rrr•.•ar� GLOBAL PROTECTION PRET mrstEtTt PRODUCTS, I.I.C.L 2. FOR NEW WOOD FRAME CONSTRUCTION: WORD MEMBERS TO BE SOUTHERN PIKE NO. 2, W SPECIFIC DENSITY OF OM OR EQUAL. �:Po '•^'- INC. 4�G 5:19. 67 STREET / •. 37314 .� �. sa a abIPANY DAM FL - h s ,... aw. s ,a atM WIN, Hama. W aetr wane (D3M 2S44,. FAC ttsske9-SAIL 24-176 �.SEaLrSaYAT1RtE/WTE wW:n, 4W-1", a„),r A-000,.t PeO -Itvi ,a t•tPtrr WdiN?3 tAk is y Aki NIIIN lo-tA-0r n,4 FLORIDA U. j H, _ _ Ykir 9W !K 26 3'/24 6 tSR NmE 2 RDAW) 1 •/24 4•/24 4 W/ oR WAc ®, @ NOTE 2 mo1D 2/24 V /24 4 S T�2 /lax,' S,MS Y Max. ! D (�E NOTE 3 SeDWj MCRMN0RL(SEE • 6iCNf 3' YRFOUIIf aN S1E°D ET 2 M40o Y i' wIn. CONCRETE. ANCHORS C - OF 3 Mtic lla SEDIM ON Slow 2tl Iay�l, a 2 I (SEE &ALE WN SHEET M) 1• - taxi' O OF }} _IEEE i - - \•` D PAWL) (;;N -Mai {RRFf WR wm* (RInAWR-s,IM:L) YY--rr -r^r 'y- W0 x 1• n SEE NOTE 2, 3, 4 BE1DW (E„INp 45 Y 'k.' (END �PANiLJ RiIEPAOR ION PANEL) (INTERIOR {ip0 PAMEL) 1 i i� SEE 7KYNE 2. 3. M aEURW I SII 2, 3, t 4 I 5E£ 1101E 2. 4 BEI PY _Msn�om== J �t 1 f II� PANELS / lKN.tEO RAFE15 i x3 32 YNNGNTNFS • - _ �,. dt. v 40 x L N SEE NOTE A '. e.,f , • • S•EE ,atE 3 17E pWPJ E MNMaRt SE£ May. MAY # LOCaEB. {{AL7EFIMTE LOCAtgFF Mt k X SKEET SCPEOtAe ON St1EET 28: NIDt W000 fiCA3ilY 1 MMx A D OR I IfY , IV$'i At f3i0 PANELS) SEE BEC7reN6 ON 9NEE)' Zt.. - -. I@NIEFIGR PArOi3S igi2 .HOLE 3 :../n"A "V 0 16v r LAST PNN£L © TO a5TAilED AT EACH �LON OR 3 WJ OA W/ • is'1 {AST PAYEE TO BE INSTALLED AT EACH OPEN RC 9}yi' ACWMY5 BE WW�J NEAR HA 9Wl ALWAYS BE PROVIDED W// TYPICAL ELEVATION FOR -SE e. ­. REAR ADULATE V59 REAR HANDLE 10 FA3UTATE W5XGI0N HANDLE M 46 ,� IF WTENDED TO TM NNSTAIIED FROM E IDENO..D TD BE 1NBMtIED FROM STORMEME xNBM7E # SIRl1Ci,/BL. StY4L 3y/32' 1' - INSfOE OF S7Rt7CRfpE SCAU: 3/,W - I' GAP 1d.4• KWar. GAP '•- 1/4' Max. GM y,/4• Ymr. SLM Jr 1! .. ... - "--©W/GW-@ t © t SECTION AA SE noySiI4 SCALE 3/3r . 904E 3/3r - I. (1), DEFINITION OF SERIES 1000- £ - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + TRACKS AT MATE PLUS OR IV LONG T), DF,t_NMON QF A'EB= =: E - 2 HAND STORM PANEL, SYSTEM CONSISTMO OF PANEL +BOTTOM2�°AT PANELW17CS Conk TRACKS TOP & BOTTOM. (2). END PANELS SHALL. ALWAYS BE CONNECTED TO EXI F6 SILL WALL BY MEANS OF (2). ED PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PANELMATES DIN, tF USED pMY W/ 15' LONG f,2) TRACK AT BOTTOM, END PANELS SHALL BE PROVIDED AT TOP OF SUCH PANELS. SHALL BE CONNECTED TO�w/ 1/4"i-20,f31a"-it S. W/ 7/ ' J32' WING NUT OR 1//4'e-2 Min. THUMEfSCRMW INTO TAPPED AS (•EXCEPT (3). IF END PANELS ARE CONNECTED 70 BOTTOM TRACK, CONNECION Stall CONSIST OF DESCIIBLD ON NOYE (3 1l4'e 20x3/4' MS. Wl 7//9'ex3f32" WIMG NUT OR 1/4`ex7/a' Mtn. THUMBSCREW INTO TAPP£p BOTTOM TRACK. LOCATION OF FASTENERS MAY 8E A7 EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE AT g(JT EtS1 PANELS ARE NOT NN£CTED TO fBOi70M IV TRACK.'(STIN+ BAR EXTERIOR FLAT FLANGES OF ENO PANEL. SNRAL1. BE PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED AL BOTTOM NECTC (TO A STOP BAR (a)• FOR INSTALLATIONS WHEN END PANELS AND SOME MERWR PANELS ARE DIRECTLY 6 ONLY USED AT Top) O LEAST TND PANES 51V11 CONNECTED TO BOTTOM TRACK MOUNTED TO EXPSDN&. SILL WAD. MEANS OF PMNETMATEg, ONE INTERIOR PANEL USING USED tNDICATE0 ONFIQT£ (3} A30VE. IN SUCH CAS€. CONNECTION OF PANELS BE TRACK B'(2�} MAY USED JD)NTLY W/ AT BOTTOM ATTACNUNC, BOTTOM TRACK TO WALL TO BOTTOM TRACK MAY OCCUR AT ANY PANEL IACA110N. 1% TWO PANEL MTES FOLLOWINDCASSP�MAAD SHOWN ON ELEVATION AND - 3 (5). SEE SECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE DI FOR THIS 01O/2' 1HMY�A USEDTRACYSFipLI. � Nµ°DT NEED BE C. EEO TO (2) MEANS. INSTALLED gN1411�Ui71l.ifolNr„0. SUCH THAT AaIACENT PANELS (W THE LEFT & RIOM SIDE OF PANEL) HAYS .��iti .. C/l yiy THEIR OVERLAPS RETAINED BY (2J ✓,� yy r`` ' �GEN s FLORIDA BUILDING CODE'(High Velocity Hun scone zone t No, 4 167 _ °3°T6° M24 GAGE GALVANt2EO STEEL STEM PANEL tAAw on m/2er>b2t STA 0 GLOBAL PROTECTION PRODUCTS, LLC. s s'•.• �� `' �` ale F Moto $A al swm PIkU\.`` . yFs, .. • wu'm.'"Mea'N`'M',"&-', .'ti"` - « mow,tN,) 7tlN YA,I,1a)�a-Sm 20-17$ S 1 a" r narnr •w •e r an a oea Na xrryyAi . 1 NN' -E SE"">RthunJRE,/ , aM•OtlGtl7YN A M4ET 73 A z6 INSTALLATION DETAIL$ FOR OPTION #2 FOR UFE SAFETY STORM PANEL, SYSTEM INTO EXISTING POURED C ► CRETE 08 ONCRETE BLOCK STRUCTURES 1/4- TAPCON ANCHORS ._„_ +' TAP" ANCHORS ac, ` 09 O.C. REQUIRED � � 1 ORCorUIRED i—BLOCK ,. ri.. ..Ira' If auNetto- to rpAE d j ; I- sa a[ go"T' CUSS I ! I a CI�IS ,_ 1v 1 I jp i I I � I r r i 1!a4-10'e PANELMA7E PLUS W/ /1-10'4 PANOMATE PLUS W/ jv"a x 3132' WNG NUT WASHER :��i/9•s x 3132' WING NUT WASHER 4 6 Ile 4C, {BEYDNp) _...__....M CONCRETE �_-POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REONAREO REQUIRED WALL MOUNTING0j jION WAIT MOUtMNG IN ALL TION O j�;�ji.AR "P��AANEL O LIFE FETE PANEL SCALE 3/6'=1" P1Anj��yty BCALE 3/8--1. E T ��?' VCENSF ;✓��; FRAME IMAILDING, No. 44167 = FLORIDA BUILDING CODE Hl h VelocityHurricane Zone 'L 7ATE i wow rrleca MG. 20 GAGE GALVANIZED STEEL STORM PANEL RIGXWn or ., ORI GLOBAL PROTECTION PRODUCTS LLC. °tr$rEt'° ..goys ONAL IO ENt. Ott S. s, STREET t me ,uHlwlul4 4r. WRa�k Am FM a Pwe"A A w PHONE, W Sac n FAk, ( 20-7 76 N1w . a,N 41t-teat , v,. !Paw art -,at! ! jelP-tNq FAO (aSa)tN-eta? PEG SW.f,AMlatlfd/TNTe G-tttt2t9 star. aalq"Pw rn. ln..r 4Nrma tRaWNC Ma WATI:N A TIJAN h.) PEE •n llpiT to a 28 SEE 61RtT 19 a 20 FOR NiChOPS TYPE ! ACNOR AGAPE 1/a9 - T4vLVN 1rii fllwEiilllC SPACING FOR RATADAflORS Ciro WOOD 9@. ANCHd1 ,TP,Ctn EWS 3 AttaNax SrWMNGS A9) IaMYUM EDGE t6YANCI ARE CYOMhj$D ON THAN •WPT"R,NM OonPA t1a3 3 E 3 3 irP. SCHEOfA£ FOR ISO. L6S 4FMN NmICA7E6 GN sn7imlAE RmUCE ANCHOR �AM47 9v M1RTA'1.1M9 SPACING SkbM7 ON7 9CIIEOLAE lMa4W 'h"i41• exr'O+H.. AG{IL iG D91c 9.OERy WCNIt I,' THE FOLLGIWa FADTTXIS. fdE ortRaatN To a Pa55ffiE 4K104xI OITWNED USND ACTOR SHALL NOT N LESS TNMw tfli ®t1Al STYaWC WOKA60 FAR FAG1 ,wM,OR 1tPE On RaS SgaDUtE '• ,.ro f.N - 3t GCENML a= Y" E-.T HANG =BM PANEL 5ts4Eii 1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATIN DOCUMENT (PEED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ELL) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEUAATE FEMALE ID & PA LMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING COOS BLOCK 94ALL BE 1 1/4-. OF,S7GN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, B.2) MINIMUM EMBEDMENT OF 1/4'e X 7%8" CALK-IM ANCHORS SHALL BE IS 7/8• WTO CONCRETE FOR A WIND SPEED AS BEOUIRE RED BY THE JUR750JCTIGN WHERE THESE SHUTTERS WILL BE 1ISTALLEd AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. FOR A ONECTWNAUTtT FACTUR KI-O.85. USRId ASCE 7-10 AND SHALL NOT EXCEED THE MADMUM (REED-) 1/4" 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL fX1S!) TO OE54N PRESSURE RATINGS INDICATED ON SHEETS 25 & 2& ENGAGE 3/4" INTO ANCHORS. IN. ORDER TO VERIFY C TOM THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIR REDUCED TO AS WIN BY MULTIPLYING THEM FOUND ON WALL, FIRST D DESIGN 0 LOADS LAGS. LYING EN BY 0.6 M ORDER&2TO &3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELSTRU STHEUCH TO COMPARE THESE W/ MAX. (REED) 0131GN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS STALL BE LONG ENOUGH 7O REACH THE OWN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE U PANELS. SHALL ,E AS MENTIONED IN B 7 IN .)AND 82), IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,ED. AS TESTED WERE NOT DYER STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS }: M USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2DIS- (C) ANCHORS SHILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACii)RM STORM PANELS - F R FA ADEQUACY OR IMPACT AND FATIGUE RESISTANCE FM$ BEEN VERIFIED L4 ACCORDANCE WITH ON 1828 OF THE: ABOVE MENTIONED CODE AS PER FENESiRA'RON TESTING LABORATORY. INC. REPORT $ 2037- AS PROTOCCLS TAS-201, 11. IT SHALL BE THE RESPONSIBIURY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, LS TD BE ATTACHED TO ENSURE PROPER ANCHORAGE. THIS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE• BLOCK OR WOOD FRAME BLIIDINGS. 2. THIS SYSTEM FIRS $BELT QESiCiNED TO ELE INSTALLED ON THE OtJTSiDE OF TF(E OPENING ACCESSING TIE OPENING FROM THE INSANE THE USE A LADDER OR LU'T. THIS APPUCATINN LS VAt)b WHEN I75TALLA7WN 6 1MEtr'OED TO BE PERFORMED 13. THE IN3TALIATIRN C4M'tRAC7OR 6 7D SEAfCWLK ALL 5+NlITTER COMPONENT Fs'SGES WHICH REWNN SR CONTINUOUS HE STRUCTURE. FROM THE INSIDE OF STL;UCTUIRE. � WTIFR THE BUILDING TO PREVEte7 iWNDJitAN INiRUBWN. CAULK AFHI SEAL SHtQTER TRTACKS AIL AROUND FI1LL 3. SERIES 1000 INSTALLATION 6 APPLICABLE. TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE M OE OF STRUCTURE 13. STORM PANEL "'WAilAIM SHALE. COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURMCNWN WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SUDERS STYLE WINDOWS WHEN INSTALLATION 6 REOUCRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENIT POO=. 5. ALL ALUMINUM T 15. a THIS P EXTRUSIONS TO 8£ 6083- fi ALLOY MIND TEMPER< UNLESS OTHERWISE NO PRODUCT EVALUATION DOCUMENT P.E.D. PREP 7 ( NOTED) () ( ) PREPARED BY GENERIC AND DOES NOT PRINK ENGINEER ISDEVIATE IT RNFORNATWN FOR A SfTE SPECIFTC PROJECT: i.e. WHERE THE SITE COwOtTUQMS DEVIATE FROM THE P,EA_ a. ALL ALUMINUM SHEET METAL USED AT CLEFS7NR£S SHALL HAVE 3105-H74 ALLOT. (b) CONTRACTOR TO BE RESPONSIBLE FOR 'UFE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIE SAFETY OF 7. ALL STEEL. SHEER META.. PANELS SHALL HAVE STRUCTURAL A M A- RAID TH19 CT HA UAL. tJUAMr,Y STEEL., AM 853 OWE 50 Min. R°JN.YMNT[EO STEEL PRODUCT BASED ON THIS P.ED_ PROVIDED HE DOES NOT HE/SHE DEVIATE FROM THE CONDITIONS DERAILED ON DESIGNATION W/Fy= 58:5 kid (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION 'SAFETY AT SITE 6 THE COHTflAC70R'3 RESPDNSiEILTRY. 8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANS OR CORROSION RESISTANT COATED t THIS PRODUCT EVALUATION DOCL34DIT SERIES OSK3N RESIN ANT TIED CARBON STEEL AS PER EXF! WELL 1# CONSIDERED MVAl1D IF MOtkFt () ED. 50018 W 50 ke) YIELD STR94GTHI AND 90 Inti TENSILE & S Y WFLORIDA STREWTH FLAIL COMPLY FLOR BUILDING CODE SECTION 2417.3.3.4. / 1 (tf) SITE SPECIFIC PROJECTS SN/4.L BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AS 304 SERIES STAINLESS STEE4 WITH 38 kti MINIMUM YIELD STRENGTH. BECOME THE 041NI ER OF RECORD (E.OJQ FOR THE PROJECT AND W140 WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O ENGINEER, SHALL f0, ANCHORS TO WALL SHALL. BE AS FOLLOWS: SUBMIT TO EMIG LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (A) TD FYISTINtt POLIREQ CONCRf_Fa'• (•) THIS DATE AND ORIGINAL SEaI. NtO SMNATURE OF THE PROFESSIONAL ENGINEER OF TST+4L _ 1/414 TAPCON AN'CNORS AS MANUFACTURED BY I.T.W. 13UIiDEX, INC. (MIN. !'t.31§2 P.a.i.) RECORD P8�D IT, - 1/4" e X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY O€WALT INC. (ARM. 1't-3000 pxl) IS- STORM PANEL MANUFACTURERS LABEL. SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - %14-f0 PANEUAATE FEMALE ID & PANELMATE PUNS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9-3 # FLORIDA BUILDING COME.. ONE LABEL SHALL. BE PLACED FOR EVERY OPENING. t /'t-3350 ) v .4J. . L4BEUNG TO COMPLY WITH � 17 SECTION 09.9.2 Of THE FLORIDA BUILDING riIX CODE A:1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2" FOR PANELMATE FEMALE iD. & PANELIAXTE PLATS, A2) MINIMUM EMBEDMENT OF 1/4"e X 7/9• CALL -IN ANCHORS SHALL. BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4` 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' HOM-,.,71NIM1 "M � t�EA A. Tli4 A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS SE FOUND ON THE EXISTING WALL OR 1 1 + FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALLv,GENfF ✓�� BE AS MENTINED IN A.1) AND IN A,2). = T • 44167 (9) 7O UONO CQMCpr'Tr W t3SK WAyI,r x * *S 1/4- a TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDE1f. INC. ' FLORIDA BUILDING CODE (High VelocityHurricane Zone ORS AS • 11 s �o .• �( I}¢ . tr, 20 GAGE GALVANIZED STEEL STORM PANEL F.P. Wen eri - f14-4t0 PANELMARE FEWLE IUD PANELMATE LP US�AINCYNIORS, AS IMNUFACTURED BIRELCO L`DNSTRUCRION ,�••�� PRODUCTS (r .mtt P4.i.) hr ,e.6L. 1LN GLOBAL PROTECTION PRODUCTS, LLC. 07JteJmp L9 F. F 1 L i.T C O me. 4 Natisa S.W. s1 tLREET j xa a.x, "f. tw ia4+„ •vfws. "R "cow. (tGOtlel-YSILLtl. -.i (9tNN6�-ALAI 20-176 Na. r (iq eff-iW W. p, t ppN aa,-se]: PL 'SCALALlMlalae/OMTE Gt-00067t9 R aawrr as b •PxMrs v OAWMwa Na W4.TFR A TIDT Nr„ PEE t . -,u • - 441 - • _ y,a1 21 OF 26 INSTALLATION RgTAILS F PANE INTO POURED CONCRETE OR COMCRET BLOCK PaAMa rnNa4Ts MY MCt ( sulaw N + ARGON ,�,. r.m.. wIMORs cWrl. �r sN(;T mt tlMImtAE aN swan an r-cn .� w role 3tl) 44"T4- Ns. �Sa sd a E tat' we gyp\ �EWA A ia 4 a..• \\'.4 FOIE Wadtf/ d :� YR �. 1 4Y-�.3,/.• ; ENA. D� �A a 5' i .w�tt Wf WPN � ♦ °ETiva°xi ` I Wags r•rt . t 0.c, i ) I (( 9 21 R Ok 9 Z9 `p T sFE sdIFDUE N /4'a'-'N T/4 -' FGR IAn 1 t/4.4-2Wi 4' I iiM IM16 I i/4'P-2ev3/4' }j SEE SWEVULE I QtF 91ffeE 1L I 4&0' W :.�M{ha ITO „y i K E j NC SCREW e! 1- ql SYSEi 26 ' iMY-7%4fY IW SFPAt0171#! I MrC MU e 7 •x] 32 3I' 1 1- W SCMW W ! ro tle,4"s 1 FOR N r. ARAnOtl MXt t1Sw.W 1y ro aA95. i EWAV 0~ I N L Tv T_ t t} N �taet"" I ae i i ta,l I �f 5S ✓r✓``, rF'rr/ f 1 t o ,,,, i 'r i'.a•Mw i T $ :;.;�`P' �:,.r roP0 oreTE J j F• a;, i N j1 '.6 �- 1 },e / 1 Se d I. Poraem ra I mic 1 -�n.. IaMaIOF.,�. '-T fa-, N /-,/tv-aT.3/4• W3. CdC � d ,Pa'k v w-xo.3f4-Ms LVa % p taWn o.. I '' r/.'/W'Y*3/3Y,Ww AWQM I F/ SiA1 O/JAL WWt tH �. a Mn b�tR O{i¢mnN' RW� d s6 1 M we MR M W+E TlEa[asly EO #D. 1 t Nmc t M'rnht E '+ Arty-}/ 1/iN e:irr"ttec AYM1tiK '• t Yq[t i:e00aX 'n� ^ FJ or l0R limmAE .J1 \ "17/t�]/3Y ION t tlaaxl ANO CT R `.x"aae5la"' t+"f`A Etat wW a SHEET 03 r `\.fci • ,r u. WALL MOUNTING (ry$j WALL DIRECT NATNG INST, oI »m m) l l SECTION 2° AEfrfUiLO-OUT SCALE3/e.1' I(Q(J�#TIN- iN T SCALE 3/Pte1�.10" g SECTION 3 SHALE S fe _' S.L[5. Td �w SCALE 3f4•t" SCALE 3I8.1' 4R 9PEarAYIc',RONt WT5.F1CR 4 Pk 4. v IWAL - 4 # ate t wi. raFn arTLa wca �L27 �tR A. pet,"Im TYPE aR &ITT 23, 8� yLB� NmM eOtT,M6 =` ' No. 44167 �. -e FLORIDA BUILDING CODE HI h Vtioci HurrEOOT © TDP en+mB9I ..,ra�W T° aim ,u, EI STATE OF �� ° ram, ZD GAGE GALVANIZED STEEL STON PANEL DETAIL IEA, . Ef,'W >AEriNitE �Q''x �. M sbilbu 41t iQT t' GN , ' •"•" ,,, , 11 L i E C nrum PROTECTION PRODUCTS, LLC. „ ^-,o ^W W c _ .4..e U 43) C 0 C .� CU U -0 � U co O CIO O C L_ LO O LL O .Cn OL Q SELL. ^ r M .= C/�^, C / V1./.L 0 �% sJ -J T C= LD 6 r U) ' RAJ s I r Eli Its r .L < -- k �+y� 7 B 'V 0 s .y_ L� Cn ^ 1 W C_ -+--a i U) =3 CL U 0 So- - W LU Q Z z Q J SHEET NO. SH 1.2 13 F[�ilj"w.l�:11,M$',*il,i,m�:�*-'i�ili;141�,7�Nil'[M(.77RW.7,T -r'z'lqi*_1 1:1141TRIE - , I1*1�W1l:C;I*m _____' � 40ADI-�-W, insee-mmADDRI PATREL. ,"I. ME To ,,,,' " �6611X _72.13 70' OR LESS I 2 OVIS' SOLTED - I - V 2' 3' - I'W - '2:� Al J'W .11. I '0111's. -11515 - 1 70' OR LESS - 2 _'/S . - . I - - -_ 4' & VW - SaAX,g4M I=' 3,5� M.S. & WINGNUT AT OVERLAP & AM OF PANEL LENGTH G, PARR- IIIIIIII - .11111111*-:11111W *,�-ill;!*J.'417,Tilwfm"w-',I#X.ieli���;*-i;.,,,,'I.�ll�ltwr.��tl�illl"w-l",.i",.rlm I .11111, - i : qm" 'I'l.,I'-I'�zollft-la-i-I",Lof:4AIM�"M-�-1"�";iAlm-.!Fo;f��W'11,,"'t"�'-s � �mmll Li. 11 . I 11�� _�_____ ___ MAO" &S.M mmSN "WE I ip. 'L MAXAM ANCHORS SAMATIS MR E. 0� - 3 1/1* - - -- ______ AF$k$M-NX TO sm"ONS It & ANY tmemivw ortta Ml"" PANEL Umll" IL' 010 WOONS I 0ALK-41 . RAM:LWof fEIWAE O VATICINATE PUM To COMONTS - I To cmpm N_xm - - -ill CoNCRETS %-Maw 15= *;�`Cmc.m To MKINEW 'O;�;-mWvft'mW SLOOK 17 N/A 11' NIA I =� -4""�- N/A I!r N/A I � & v (W) it" - ,.* 10' 3" 5* 4' '. e s 4481mm). 12* 1. 12' - '. 1. 1. - S. '. I ' SEMEMIOTI.Oomll. +96.0, -75,3 __j/A _�/A __ TIJA ____ N/A I N/A N/A , 12 1/2- III - 2' - j 70* 09 LESS 7 N/A , " N/A 4 1/2' AV,R I A 1/2- ./A 3, cmp) 12' Ti/A � :::'�-::: N/A 9 1/2- MIA i 9 1/2-- - N/A - 3' (BOTTOM) le - N/A 12, �" N/A '_ I;:- _ _ Ir � - N/A " " A- (TOP) L.- 12* a' � - 72* s 9 '/1. 'Ir 12, '�. �M/A ". " .±L I . 12, -t- I + 7,-..) * LIMITED TO SILO T,0, A,S,b. DES" RACISM RATMIL - ASEE WM 25 FOR ATICHOSS TYPE At SPACTRIC FOR INSTALLATIONS IWO WOW FRAME aknm VINGAIN, ANCHOR SPAWRIS AND tgWM EDGE DISINCE ARE MOTO ON THIS SCHEDULE FDA =1'NAN INDICATED ON SOMMULE REDUCE ANCHOR SPACM By MULTIALYRIS M OK SCHIOLAX BY THE FOLLOWING FACTOM FOR It" OPITIATION 10 Ot POW� REDUCED SPROUT MUNED UwC FACTOR SlIMA LITX MINIMUM SPAIM TIMATED FOR EACH AIM TYPE AT ��M NOR AN*= T1K __L/4_'- - _ /!�!_ - 1/0. i I/Vis nPow '" FEWALE To PAA"W PUS 0"-ol , sm, Ammat sAlmom B,4 3 3 a 21,0 1 allAftwo 1C., , , W 3 3 4 I I PAO" jft.RNxRTT*4 3 31/2 3 I)il 4 mieft I& Q_m assism - I I '/2' - - 2 'I!: I .v Lm I 10 3 1 4L I - I - , L 1 + REQUIRES M­ DISTANCE BETWEEN BOTTOM OF PANEL AND 0 10 BE.- Ile @71/2� . -1 I Ft -� ++ AsQUIM sm� b1prou BETWEEN BOTTOM Of PANEL i NO (D 'TO BE, .1116' 1 3/16- v M.. OMPOENI5 � Q8 REGULAR. LIFE SAFER A E-Z HANG STORM PAREL SYMEM5 (SCAM 1/2-l') -------------"-,-,-�-��-1.5�125� I (TOTAL WRTED---_-------------j i � --2,!87'-----j i __________ i I ! 12,500' (EFFECTWE WIDTH)­­­-­1 '�----6 7/4' (TM)------j . - -1.4 1 I I , - F_ ; i A\ i 1,2W ' i 1/4-0-204/4- 360* - S,S, SRO Itfirm I ­1 .1 Ammx . Is VV . - �00 . � � 1 .1" I 'm_'� a f _t�w r�l I - ---I .L. � ** j I 1, L' i I ,sov i I I I �_ �_� -- . i . , � 1 `�' i . I a Al I 1z 3.37. � � � /V loo, ; 11 � I I I I '-To) � ; � to* NAY VE 06EAS I � - ' I � r __4 x 01 �� as. I it 1'5�i ; i 1 ASM A853 I GRAM so mmmu C-40 Wv. - I I i .W. 1 ;,- HE" EDGE I 2'i)iS- jql� � - "� I .011, � I t S' - ----dm- I I L L-DETAIL A --------- - I ; -­ ­ I _j - L,O" , ' (TYP) (10) " -11.3w- *TAM - __1______ BE _2AXIO`- FORMS SHALL BE INSIDLUM ALWAYS FROM LEFT 70 RIGHT W/ 112- LEG AT 00 AT LEFT SIDE OF PARR ---Z3a?--- (�)!H!_Hmm (�) *C Tugg (�) "I - PAAD'S END W "___�'� �'-'_ I., �/ a-11,or 1-1-i I __ 'mw. _�_�� *0.05" , , ; , �l 33 -*I 0�279.�j --", I � _"_____4 -_ ­IT3'ti W MCE - . '315- � .��X­ v -, I I ,"-'8 -' '. 01024, (Wo.) CALWNIZED STEP, � r* I � ' � I - --­-2�591* ---"-- � , '->41� '250, _� H "IME" ' , ____ -, 1 � ---� 'A6, '�.. - -� T� , .. t!-'�­__j I V'-�-_-�J- #a E?W 0. H alf, O"10 �� . I - ­­ � I ­2250 I � ISOMETRIC VIEW UT& A r- - I � __ _� U ?W A33" �___­l ,957' 10, ,,,,,,, 1 1 � . �� > '� / OR INO I . - --" � ­.- - l, - - -1. f - m, ms* � �' k-, . I � I END UP IN/ HEMMED EDGE. _2.378­----� I I I (NITS) i -,--_t .C.'r i ,375* � �1261 I I I 1 2=_ 3,; 7W � .072' � I 1 I t f ' 5 1 � 910in .0er I I I (vs.) I i _MT. (�) KU UM ftSHER 3205-HIS4 ALUM. ALLOY --"---= I& ITTOM I ___E OF PANEL ' �'750' - (�) a --- AUA&I I � I I � � I I I � I v?V � . _'YSQ­ �� � I a Ir 11 *Sm SHEET 6 i b, FOR ADDITIONAL � LOMAIRM Stem WIDTH is I r. r I I F I i � I . I 1.2W � � j �J4________ � -1 '*�'. I i 1�. r- - -:99 (�) sm i I '75, f 1, , I I i ; L-1,OW-11 I 2-00"' Im, L_ trip.) ­I�_ 1 � � j I ONLY VAUD MR INSTALLA304 INTO ! WOOD SlIftlotURES, � 1 I :L-m t-.II -La, 'u., L A251 24W A. RAW I ) ; cz) ; (�) 14UDER �'? j I i 7501 i�� I � i � m. nc 11 _"U" i i - ! `­_F'_====vj '; r I ---- -­1 g=jj� MIN. TO S' Mo.-- I 1 '4­-2=­ L ! -J @ ANGLE IN . (9 Tle-nim" (@ Emm.-Hum Me � __ -, I ___J-- I C� I,- I IA I,,,. _---3.00o'--:ii;�-'j i , ___'__ � L____ff`t 'j-1 � _1 .470" _j .275* =�l � flo* I .1 I ---T--,- 'S - ........ ..' 'm A, Tj ' , _"' " ' "",:v ...... �'*\': , �. , � -"-* �" ��L#VlSe_%'? i �- .. Z *. : No, 44167 1. I 0 Ix � (USE ONLY FOR E-Z 14ANG S SYSTEM) 6m-Ts ALLmL I, I FLORIDA BUILDING CODE STORM PANEL ALLOY (Non High Velocity Hur cone Zone) � � I '860' ,21 __ Z 1 .12 -,*" 11W '�4- i;�� : I z til, I j �oar t__ L =====r_ � (Typ�) -,, . [71 V�n"N A*- ' � 1117 ;WE = � - " 1-�$% STATE OF * ' 0026 IATECO. M c 24 CASE MVANZED 5 - EP STEEL StORM PANEL CM" IN, L__2,oQQ-___2 It, $CE SECTIDINS--� � '2W, � L - MIN. _ �.� 0 - P, 'or - - T '_��' - * � O, '�� A. - , r",, f 1101ECO GLOBAL PROTECTION 1:0110/1"Im PRODOCIS. 11C. UM Ir g 716�_ *r @ & (po , , 0, le- �'111- I, " , , 46W " P", . ("UXIa. TW SAI, 51 SyWr - F_ =104AINe"ce, 20 FAC 4 -175 .--!Dml 50EMW (f� INILQ-QUI nM WMIJERED WINQNUT (ZAMAC 3 ALLOY) _______�___'_'_ - - P't Sm,vamomEAM I m=;11;­ KO&I luv � , , . I 9P Z I I - - - I - INg-ALLA-TION DETAILS F9R, SERIES . 2,QOO & 1000 - , ,HANG STORM I INTO EXISTINQ -WQgQ ST8VLNREa _eANfj2 � - r � I I i I a- ox� W/ 14"' *ED - 4_�L__ I 1 1/410 LAG SCREAS 0 0 1 �' CIO, W/ - - - I IQ;= THROOM rvarmou ,� / 7- - --- - I _110 WOW WADER, �' - U, 2*W *= '/' I I/Vt=11 I PENEIRATION I � i �' [ r/ , i ; ACQUIRED FLO on ON ma * C' O., v/ I ';vm!�= PIDMINATIOT, - TO EXISM4 WOW IfAVER. � I - -- 1 1 � , --(D C.L 0.1- s*4� - i ,' � ) 0 FA \ � \1 OF(D I . To omm WOOD HEADER _'� �' *10�4`5A'_*� \ '\ ) --�Do..,L 114.1't" a 1�3 I ve _�T 11 I '11 v � , , / � LAG scovo a 5"n, W/ ,',4 1.14 '@C.'�' �( 1� � k , p*ll- sm's' i f \ /4. ,r (SM WXL IM A /Vs-nV TRUSS ' k I V \ 4� 1 , 3r =V� / I/ ' & '__1jV- , ­ I Ewrml" "m m­ lto�_W_-owl 0 Ek END OF 0 \ - x t __�M_IA 10,11"_ OF 0", it (".) I , MAL 1 A, .1 � , i I -1 SWIDER P ___� . A/11ir Ao­ PW RNv (010"U'll 0 � C-'L tl'.I-sm's, 0 I , 24 � % 13 '__E vmWall" I I - - - __�'_ . 7 CW1 'z' 'W .r - MAIL I - J, (Sm OETAIL I IM � 11 I I - L 9 - L z/4-#-zW/4- it _i��?__ - I - i WIVok ACOURED - 2 site W� - SEPARAT" - 9 'Z- I y4'*-2W/4- 2A, 1. I To MAS& pn"�m - ".,--. 1� M 5 '"y;"*"=*1 REA, . I I 1 - To DIAS& 1 l EWF�_ I 9 VISAY OvERAP _j 12, 041 a --- T1­ _'_ I 7/e At - � " EVERY O"ERIAP x - "-" _1111-1,111 I / 11/0�iw/V - W.P� TO VIM Ir 6 - i �1 ___ v �f j I =;= I - � - I spor W. - SPARATION TO QLAM I kp"Wi W / EVERY ovEARLAP III KVO-NO Y(V I I� / UBE` 4 EVERY OVERLAP I 1-1 I I I fl! I P_ I - I Ili .. " j . , ; - �' I i � " I jI____ ' � 61 I , � i 0 I I I , t e i I , i L 11 I N. IN ;1' j . _f il I 1, - ' 'lil" - , �' i -1 , 8 �,,� I 1 E 1� I I I , . ' = Iz I &'Nur I K 9 I'm � if � . " - 3 I. I it I - _3!� __ 2 1 )­`_ --I 9 W tLc� ' I _), I J itil I-I -1 �' I I - I J, 1, I I 1 �-k L 1 2 . 10 I T'u " �"__a I ­J.m_ - 4 NVI, .0 2 YA" p -1 - ':�v �' \ I 11 C .T­ 1�7-- - - -j "I ' VVs-2WT1r I. ll mm IA ImLOW) - " -E- I a � I. .Lz� ,9v/-.- - - -1 !, I '� 1/4-W LAO SCREWt 0 6- oC, "I _'� 1i I4&eM.. THAWED PONVITAX14 It I ill OR sq'. '_r.P`Lr.4;.0. � I , , ;/, -I,- V I 'm . 1 1.2 =V1.1wr ' �gr HAT OR UK COM =1 , Mr . S.ffAU , - h - ='r-/1';'vI 71111�"J/31' U_I4_'-.-'=ru - , MIN, PEWMIDN 0 12 a MIDIANTINQ 11 � \ I . two `A� a 4AR-4DOGUIRED v INIIALLUM k AIRIEJ1�1;-V " 11 - � -114'. LM GOAL" 0 O' O.t 1/4 �Rs 0 Ir o"t, W/ I i�s LAQI'S= PIENTITATION '',A""M 11WAITED WE11=4 - 2,0 6 10DWITIN OF VILATE mWw" FLAT OR ON EWE v5ff& �' " � \ I � V PLATE =?�T _M41. e�*' WWO OR ON RATE OSWALD FIAT ARM1"W -M � ' , \ -11 � , I , I - BUILD V I, I \ � I ' - 1 ImUl"ARGAmmm OUT tot) INUALLAIM � Imm 1� ods"ALATTORS An VALID I" BUILDINGS WITH 0. UP TO .06A -15,23API, AND PANW5 001M UP 40N-r . .... . L "A", I , sE ,I - 11 - I 191441 . rlk'.Tk� 42 AUUMN W WALE 1/.V­i' 2� I'm NEW WOW FRAME UCT WOW MvmrAS To at SOUTHERN PINE NO, z W/ O.st OR EOUAL� SPECW= a p - I I I �$0911'1' - ..... 114'.1" '-'ty'-.- ' -'i' IN .-- ... '�� , __ , I �z I , .e . � \� � 'T O, I - FLORIDA BUILDING CODE (High Valoctly Hu cone Z0001 I NOTE Ik a7.-S3:-=m-'='b.-- j:.jPn&A"-F -ON � mma"I's' f ." No ; � I - =*. . : � . WON) mrso%;Tc. _____ 20 GAGE "LVANIZE0 STEEL STORM PANEL FIF. - D" BY 1000 OR 2000 INSTALLATION TYPE ON __ SOL=-09mahooLff-ium= TOP! fallam S -, off , !�_ *� - k_ � . '._0 vy'. . '- " / T, L NE C 0-1 I - � \ TISVP E`Aw GLOBAL PROTECTION PRODUCtS, U.t R`In� ME, "ark"Im"' lop & BOTTOM 0ouff"Am CAN at Comalm 94 MY *W 10 SWT My WSTALLAWN, 1. I WHOM& ANQ= UrAm I)- '/ 0 C . A I'a 24W PIK'"C' (960600-7514 fAx, 00H)MM-M7 20-176 - L .� SOMA NOTE; 10AUM IF It (am tk-ODWIP Am., m -,- C? � � i ­_ ---Iokwm ft, � 1 - I . I - 3"m a OF as " I ___'_ __;#'__=M-­ I MAXIMUM &S-0. MION-PH 11RE af-lmala. : PONIHNG +2/4 1,,1/4, 3/4, 4/5. 5/5 & 6/5 .11, . MAXIMUM 31 UNELnl tEMM "I" SCHWILE OHLX Egft REMUR m ANCHORS (SEE SCHEME ON __P-lW/6, 2W/6, 3W/7 & 4W/7 PAINUA INSTAUMtj I= go COKE= COWAM mx&_&_vm W 3*= 1 VAX ;-r- __ __ - ----- r". SWETS11110kil) ----------I-,----- IS SNQA PANELSO fmim mm (1) _Q�. a & OR i a - - 6 1. mw-� � � As D,M.�(�).(J), 4 � rT-I--I-r -r-_1--I_7_-r_f__7_r_ --r-r-r-I -t r-­T-T I I ___ ____ _'"" , i - -- I I MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH - @,@Orq4) i ! /11 . . .L1. OR .L-. 000 I , � . L+ OR "L_ (ft.) a ' I MAX" "O' I I ' MAXIMUM ks.D. I I i I Om CONCRETE A, WOOD CONCRETE & WO00 I I L 0. DES" - _L _L , .L_ - ,-I I I PRESSURE . 015TALLANIONS t WALLAT"s t � - - I ------- - yj� � (P.6.0 (+ - -) -.L+- k (P-A) (+ W -1 L+ I L_ I � /_ - : I-, I- - - - ___ -��J- I -t § mo 12�0* ITI-a, �s" 1­1 Ce-lo, It'-r ,+-,-- / 1-11 I ipao le-1. 121-0* 204 141�4' 1'r-ol I � ,IV - - - I ' _4L_ - - - ;' JOG w-e To*-.9, __,no __Ly�-_r ,?a*-?- 1� I 49- - - I 1 -4 L D PANELS 4!�%PANELS W/ _1/40-200* ___�!_* _LaL__'0L -LOL-w- .iBLO fw-la- __!�_r $ SOLT -/ u - m - 1 4OLO W-L, #--4- -4ao-- - - __!:-0' 9�-r APPU -� / (SM SECT04 AS .".4 - --- 44 __ __ I __.!:-C __I:,f_ 4" - S�I' r-7* - 1_1_1 / I Li i 1j I I - - - -1 11-111.1- -,,,- -A-11 I— ­ -I- - I I 11 _'L__ _L .... L-i Sao __ - 9,-T* 8,-4* --- ��V_ - __!!�_?_' _._!_;�_ -1-1-1-1 T. I _­1 ---I-- [.- ___ -I-- ' I ,- ­1 1! i -, - - " F I I _'. 71-8, r-2, T__ , i ' I � � ___:t_*_ r-2- 1. ISO 4r-31 71-10, T a I Sao S*_r 7*_71 4&0___ _i7_ __;W__4. i I I ' -1. _1;:�___ -, - I I L i ' ­-Ji-c- r-a- AD -r 0,11* - - - I I I ___, �o 7--s- 6-10- _____�_ _�_ D.M,.(�)� (��_ 4- - 'O i;�] - I j - _i� ­4:��j � i ____2-.G 71,e* $*-a, om I J__t Sao - 7�2. g'-7' aoo lr�'. 61-51 I @.,@ 1 .1. '=-� 5/5 ­__�. AM I ' ---- �O r-O' IT-Ir 85.0 -7-e 6"r I -S' 1. 1.10.2/4 /4, 3/4, 4/5, & '5/5 I' NIL AGO 6'-f, 6'_2_ me $I-s* __!!�-I' - I 1*11W/6, 2W/C 3W/7 & 4W/7 7;::j7- --77-07- . *,-7- $,-to, -1- ____wf,,im (ME SCHEME ON SWERI 0, IQ *l*--------j ___-!S0_ - - , ____�Omo 8'-S- IV-11" 100.0 - --!:-r -.!:-I- -� fmo ­77-57- ­97-9. fma ll,-I, 51-41 L 0) ELEVATIN ,le M*A� GAP ­7-av - r 71 1 too - 51-1- 2,687' NJISI 1 OK OMILAP .1 W*X Wum ___1____ r- I 1711.0 V-.- I f -m-10 ---::- _'�__$O_ - I _____ "", ...... ��- __j I 11-1 i � _' Imi 1::�� I - '_r '� ;� OW1S";:::::2/T1.14 I i I/.- 77 \--/ MINIMUM SEPARATION[ To GLASS SCHOVITLE mkx� T__ I � \--" L /"-\ SECIIQN A -A vmimu - ul N.TS. RMEL ft "W WIND SPUD 4 170 .,p.h WIND SPEED > 170 M,P.h (Al) UmmstRam j RMIRAINED LNINSTRARIED NOTES. . ... ..." 30 OR LESS 1. $1 0 I/V " 0(t) L+� g�k�" A�UDWMRE ostwe A -SA DE410M LOAD. " ALLER Aien LEM= FOR A ON04 P L­: ARM P A GIM NEGATIVE ASD, DESIGN LOAD, - UQ >33 'to go 1. '. 71/2- 71/2' PROCEDURE TO DETERMINE M"=UM PAWL LDoft '_ SWEN A POSIRIVIE ALSO. DESION LOW, DETERMINE UAKIMUM PANEL LENOTH 'L+* FROM SCHEDULE. -;90 TO 145 I. 1. 7 1/1- 7 1/2- 01CH A NEGATFA A,&t>, DESIGN LORD, DETERWRIE MAX" PANEL LENGTH *L� FROM 504MLM FINAL MAXIMILAW ALLOWABLE PANEL LERKMN IS CQUAL, TO THE MNUUM DETERMINED PANEL LERWITH I>m IQ la----,; 1. - - BETWEEN %+' AM It,-*, (I) SEE SCHEDULE BELOW FOR MIN. FANEI� LENGTH FUR PORORITY OUNJETCATION I MIN11dum 0) EQ _QmmQH INSTALLATIONS INTO - WOOD ARE L04M TO * 95 .&I, MAX. A.S,O- DESIGN PRESSURE R�A� -", ' BUIVO-PIT "ILO -an, � As 5. 10 & 11 FOR MAC AS D. DESIGN to -as & uAlL PANEL LEAKID45 FOR I I 15*X11S Ir `F;X�K -r TRACK I, SPACES Q IS IIISED __ WADER STUD TRACK � 1. lip HEADER ANGLE x ;T-41. .. 90;;� �Top M-au"T I C= .=FXO f * .." I - - FLORIDA BUILDING CODE (Non N!2h Velocity Hurricane Zone) - 1. 1. So. 1. 9 � - Bit= WDLINT 1 12' 35" W Z , 0,44167 '. I Imma Imm W, 24 CAGE MVANIZED STEEL ST011M PANEL I " 12. .-.1, * � . - TAM ft 04 I �vxsv STUD, ma-E ,-Is- 1 32. 3v 4r Se W . I * - 1 -�___ ------- tz/v/ma TRACK --- - �_ -TE c -5.7 \GLOBAL PROTECTION PRODUCTS. LLC. ,,, A 45' 1 Ir 3r 42' Sr 00- w p % tATEOF �.?��> ME (14 'a" 1. 3r W 'k, - , I'� 'r ,Lmm AT" __:­� ___ DO; SM� bt strw "r W W � 0 1 - 1231. - ---- -1 .­, as . .'x_-.:A, . be"m-sm 20-175 1 �� I -� 1 12* - ;; I *', i -F-ib".0, -Y**- _ I 32* W I Se I se CA -Downs ""'I I I wf� WALZER A. i]!n Jl� , .. I— 1� I DIM 4#IU I I - 9ENm&_N= (C) 19 Emsmw ' in !� me I I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOMILIENT (P-E�IL) HAIS SEEN VERIFIED FOR COMPLANCE IN ACCORDANCE 1/4'P TAPOOkANCHORS. AS MAMNUFACMW BY LLIN. SURIDEX. MC WITH THE 2020 (7th EDITION) OF THE FLO" BUILDING tOM THIS STORM PANE) SHALL NOT W INSTALLED AT HIGH - #14-10 PANEWATE FEMALE fl) AND PANEL"Tf: PLUS ANCHORS, AS MkNUFACTURED, BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HURRICANE ZONE54MLW-DADE / BROWARD COUNIITSL - 1/4'0 LAG SCREWS PER N.O.S. DESIGN WIND to" SHALL DETERMINED AS PER SECTION I $00 OF "PAC AaM MENTIONED COM. FOR A BASIC WNO - 7/16'0 . 5/8" WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BEAT & SPECIALTY CO, SPEW As REQUIRED BY TA ,A)RISDICITON WHERE STOW PANEL WILL BE MULLED, APO FOR A DIRECTIONALITY FACTOR KD�MW USING ASCE 7-10 AMU SHALL NO EXCEED THE MAXIMUM (AS,IL) DESION PRESSURE WNCS INDICATED ON SWETS C.1) MINIMUM 'IFIREADED PENETRATION 94TO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR FLCO PANELMATE PLUS, 31 9 THRU 12 Is 17, M AND PANEUMALE FEMALE IO_ IN ORDER TO VERDI' THE ABOVE CONOTION, ULTIMATE OESIOTI WIND LOAM DETERMINED PER A= 7-iS SHALL BE FIRST REDUCED TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0,6 IN ORDER TO COWARCE THESE W/ MAX (&SIL) C-2) MINIMUM 114REAM0 PENETRATION Or LAG SCREW INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-, 00 THREADED DESIGN PRESSURE RATINGS ANDICA110 ON SHEETS 4, 9 THRU 12 * 17. I& PENETRATION INTO STUCCO SK41 BE CONSIDERED A$ PART OF THE REQUIRED THREADED PENETRATION, IN ORDER TO VERWY THAT AN04M ON THIS PZQ AS TESTED WERE NOT OVER STRESSCO, A 5= INCREASE A ALLOWABLE MESS FOR WW) LOADS WAS 1101 USED IN THEIR ANALYSIS. FASTEWFIRS SPACING TO WOOD 44AS SUN DETERMINED IN C-3) MINDALW EDGE DISTANCE OF LAG SCREWS, KID WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH, RAS, 2018, STORM PANEL�. ADEQUACY POR IMPACT AND %NO RESISTANCE HAS BEEN VUUF35D IN ACCORDANCE WITH SECTION 16090-1 OF CA) MINIMUM PENETRATION OF WOW 9LSHTNO SHALL BE 5/8', I/V v-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM THE ABOW MENTIONED CODE A$ PER AMERICAN TEST L48 OF SOUTH PLORMA REPORTS PS14,01-01 NO 002IS42-ITS, AS SHCAJLO tFUCCO EXM AND I- UR#MUAA " WALLS WITH NO STUCCO, PER 12-90 & A61V C 330-02 STANDARDS, AND AMERICAN TESMW LAS MVD4 FLORIDA REPORT #1121,01-10 AS PER T IAS-20T AND W-203 PROTOCOM AND AS PER CALCULATTONS PERFORIAED IN ACCORDANCE W/ SECTION 1604 - ­ C 5) IN CASE TH47 PRECAST STOW, OR PRECAST CONCRETE PMELS, SWCC0 OR WOW WARDS BE FOUND ON THE COSTING EUDIGOA, BUILDING; CCQF_ WALL� AN040M WWI BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MR040 SUCH FANELS, ANOMORACE SHALL BE AS MENTIONED IN CA), C�2) & C�4) Z ALL ALUMINUM EXTRUSIONS TO Be $M-TS ALLOY AND TEMPM, (UNLESS OTHERWISE NOTED), SEE SHEET 2 (P) ANCHORS SHALL BE INSTALLED I'MOMW ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANtFACTURIER. 3. AU_ ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3106-1414 ALLOY 6. PAWLS WAY ALSO BE INSTALLED MOR90WALLY FOLLOWING INSTALLATION DETAILS SHOWN ON MCMN I THROUGH 6 (SHft7s 4 4� ALL STEEL $NEET METAL PANELS SHALL NAVE SURACTUR041, QUALITY SIM ASIM A-653 GRAM 80 MINUMILD4, 0-60 GALVANIZED THROUGH 5) EXCEPT THAT HERDERS 0 & (D SRALL HOT BE UMO. STEEL DESONATIOT4 W/FY- 92.2 I* (AFTER ROLLJED)� IL IT SHALL BE THE WSPOWERUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE Smuru is To BE & ALL SCREWS -70 OF STAINLESS STEEL "4 OR 116 AM SERIES OR CORROSION RESISTANT CCIATED CARBON SMEL AS PER DIN ATTACHED TO iTSQRE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY'et ATTACHED TO OONCF=. M= OR WOOD FRAME BUILDINGS. 50DIS W1 50 ksi YIELD STRENGTH AND 90 W TENSILE STRENUT14 AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 1 241 J_"'c IM EACH REGULAR STOW PANEL WITH LENGTHS OIAER 00�, AS PER SECTIONS 1, 4 k 5, 13 AND ALTERNAT041i Tot, 3W & 4W ON SHEETS 4, !L 6 & 7 G OWNER OR T&NAW TO 6, 00VIS5 TO BE ASTM A-307 0ALVANIZED STEEL, OR AdR M4 MII STAINLESS STEEL, WITH 36 ke MINIMUM YIELD STRENGTH, SECURE PANELS ARM =WY 7. ANCHORS TO WALL SNAU BE AS FOLLOW�L M THE INSTALLATION CONTRACTOR M TO SEAL/CAULK ALL SHUTTER COWOWNT WOES WHICH REMAM IN CONTINUOUS CONTACT WITH THE BUILDING To PREVENT WM/RMR NMUSfO4 (A) TQJxAo"'q_pmmm_QQm=1 Ile# TAPCON ANCHORS AS MANUFACTURED BY J,TA BUILDEX, NO. (Ah.. r-,3192 p.J,) 12. STOW PANEL P45TALLATMN SHALL COMPLY "IN SPECS INDICATED IN THIS DRAW04 PLUS ANY SLILDNIG AND ZONITIG REGULATIONS - 1/4' A x 7/a' CAX-AN ANCHORS, AS MANUFACTURED BY OSWALT M PRCAIOEO ITY THE ZASMCT04 WERE PERMIT Is APPLIED Tv� - ,/Vo . 31V SQUO-SET ANCHORS� AS DISTRIBUTED BY ALL POINT SCRPW� SOLT & SPECIALTY 00, ()AT, FC�3000 P�*'Q 13. Cv) THIS PRODUCT EVALUATION DOCUMENT (P�E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES ACT PIKNVE INFORMATION - #14-10 PANELMATE FEMALE ID & PANELMATE PLUS ANCHORS, AS MANUFAMMED BY ELOO CONSTRUCTION PRODUCTS. FOR A STE SPECIFIC PR=CT', - WHERE THE SITE CONOMORS DeM115 FROM THE P.f�!L - 1/4-0 ZAMAC NALIN ANCHORS, AS MANUFACTURED 13Y 05WALT, ,INC, Wj CONTRACTOR TO BE RESPONSIBLE FOR 71ift SELECTION. PURCHASE AND INSTAUAMON INCLUDING LIFE SAFETY OF THIS PRODUCT A.1) MINIMUM EMBEDMENT OF TAMON ANCHORS INTO FOURIED CONCRETE SHALL BE 1 ,1/4�� 2' FOR aC0 PATIELMA-TE AND BASED ON THIS P.E.Q PROVIDED HIE/SHE DOES NOT DEVIATE FROM T14E CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAM AT SITE is THE CONTRACTOR's RESPONSIBILITY. I 3/4. FOR ZANAC NMUN ANCHORS (o) THIS PROD= LVA.UATION DOCUMENT WILL BE: CONSIDERED INTAID W MODIFIED. Mii CALK -IN ZOUQ­ SHALL POO STUCCO SHALL BE PERMIM. 1/4' 0-20 SCREWS USED WALL BE 1 1/2' LOW MINIMUM SHOULD SIUCCO EXIST, (4) SITE SPECIFIC PINMECTS SHALL BE PREPARED BY A FLORIDA REMITTROO ENGINEER OR ARCHITECT WHICH WILL BECOME ItIE AND I' MINIMUM FOR WALLS WITH NO STIXT:0, AND MAL BE AEAMO SCREWS 09 ALL THREADED SCREWS WIG HEAD, ETKNINEER OF RECORD (EAFL) FOR THE PROJECT AND WHO WU BE RESPONSIBLE FOR THE BUT WITH WING NMI PROPER USE OF THE P.E�IL ENGINEER OF RECORD. ACT04G AS A MLECATED EYOWER TO THE PZD. ENGINEER, SHALL SUBMIT TO T14S LATTER THE SITE SPECOM DRAWINGS FOR REVIEW. A.I) W CASE THAI PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOW WARDS BE FOUND ON THE MST)NG WALL- DR FLOOR, ANCHORS S+101L K LOW EMUGH TO REACH THE MAN STTWCTURE BEHIND SUCH FANEM (C) INS P1.(L SHALL BEAR TIE DATE AND ORIGINAL SM ANIC STONATURE OF THE PROFESSIONAL ANCHORAGE SHM., DE As MENTIONED IN kl) AND IN A,2), ENGINEER OF RECORD THATPREPARED IT. (0) T - 14. ITIVITIA MANUFACTURER'S LABEL SHALL BE LOCAWD ON A READILY V"x LOCATION AT STUR&I PANEL SHUTTER IN ACCORDANCE WIN SECTION 170,11.2 OF FLORIDA BUILDING COM. OW LABEL - I/C' 0 TAPCON ANCHOTIS AS NIANOFACTURED BY L T. W. BUILD", 011C, SHALL BE PLACED FOR VERY OPENING. LABELINGTO COMPLY WITH SECTION 1702.9,3 OF THE - 1/4* IT . 7/8* CALK -IN ANCHORD� AS MANUFACTURED BY DFWALT, INC� "CIA B.M.DING CODE. - 1,IV`0 X 3/4' SOLIC-SET ANCHORS ' AS OISTRIBUTED, BY ALL POINT SOREW. SOLT & SPECIALTY CO, - #14-10 PARELMATIE FEMALE 0 AND PAMMMATE' " 940HOK AS MANUFAM.m BY wco Cmmucm. IV -ill ... 0% yw� - 1/4' A ZAAm,C WAUR *04FS, AS MA I I '� ' ... ...­ - . SA) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO FANELMATES AND ZAMAC MAJUN ANCHOR, WRT 04E . .'� � FLORIDA BUILDING CODE (Nnn fth VoiodlIX IN One zDno)i SLO" UNIT SHALL BE 1 I/V, 9 .' .1 * 4210 TAT= No, F#. 8,2) CALK -IN & SOLD-SEt ANDREAS SHALL BE EMBEDDED 7/8' 94TO THE CONCRETE BLOCK Qfiff� NO 44 7 '-. i- 24 CAGE WVANJZED STEEL STORM PAREL DRAMN Ill, I STUCCO SHALL BE PERMITTED 1/4- 0-M SCAM USED $NMI BE 1 T/2' LONG MINIMUM SHOULD Exiv� * - �Iv� W/V/" AND I- MINIMUM FOR WALLS WA NO SIUCCO, it _> __� GLOBAL PROTECTION PRODUCTS, LLC. _�- - -5�7 /7i UE S __ - --- c , . STATE ' � 1W Tt vmw 0 3) IN CASE THAT PRECAST STONE� OR PRMAST CONCRETE PANELS. STUCCO OR WOOD BI M VMOU IZORI -.' ,Now O"m 'L 3331. UOSTINS WALL, ANCHORS SHAU. BE LONG ENOLIGH TO REACH THE MAIN STFlUCTURE BEHIND SUCH jkE ,6", m UaATINR�I 20-t7$ ANCHORAGE SHALL BE AS MENTIONED IN R I) AND IN 8.2). I NAL "`��'� DAMON �� I "millin I I- scs,"Aa,"Ase- 111� _� I I SHMT I N is ILI" � _:��' WIL I �*j � I .- I "I "I I I I - ____ ____ __ ____ � INSIALLATION INTO FORED DETAIL5 EQ8 REQULAR PANEL CONCREIE QR CQNCRETE BLOCK MUC URES _95m,"'Um"1101,094CRE" �_gl.TINJG P01,10T.00CRIETE ON. REWIRED, I - REQUIRED. ($BE SCHEDULE ON-- SHMS 9 THROUGH *1 0) . F02 -) 1r-9V1`N-&Z1_'D­)' r9 r - EIDSTNG POURED CONCRETE OR 1/1. - J_ r _ CONCRETE st _ '19 --p- _ 1 � 3 I� -!_ �'-' - i � '/'� __'_! ,I/V 1 -1 _____' . lo� CONCRETE ANCHORS --I ISM lz ON 41 � 1 9 ! I I x d f I I � I ; I I �01 � Ear � � i I Fik I I : I i � -(D i I I I wl SM"WAIUMM �._ TO CLASS. ___ (SEE SCHEDULE � I � I - i WLIS A IR, � i P, I i I? I I =al., v Mo., +- ,,-,, ­ 'I I 11- - o- -----I- 0 SEPARATION /F _i.��- -j TO GLASS. I W FOR WmA_ Loss" .0 r-mr) ! �_' ,L -, - , (SEE: SCHEDULE - - ­1 ------ I i I - I � I CO� ; I I � I 5 � I : I I i � I i � I i ON SHEET 4) _ PMEL LENCIN .M!9-;, t_ 1 (ME SCHEDULE 1 t ( � ON SHEET 3) __ CONCRETE ANCHORS 4'�==�_-__-'�_4�_ � � p ON I , A � i v 4.., I v sNoL, Mra=' PANEL LENGTH q I � PANEL LENGTH -1 � i I __O�_' __ - --- I-, � (SEE SCHEDULE [SM SCWQUU� - ; (SEE SCHEDULE ­-T- - _� j- __-_ - k I . i � 11 I i I ON SHEET 3) ON SHEET 3) .-I-=7--�= -- 1-111 ____r_ SHEETS a I"- I I --<D 1 If 1 1 I I ( ( � I wx � i � I TV I � I __(D I _-_WjR I � - i � I � GIZ-4. It � � '.� I 4_1 I WA. � ; I �.111 . I V � I 1 stix I OF V I I MAY � I � i � I � I i '*//tWM/1 I 0, I � i , � I i ! , It � i ; � ; EJD' t i i I/2* i I , 1 ___A____'_J � I r.'6. � , i IL- I _� � � / I � i I � I . � � I i I--- f--- -4& 1 I I I � ,W'.I' M WASHOR HEAD L , "m Ax smw OR @__ I tfii� lI4 W/ fAn I cul I . '� =&v%j I I � CONCRETE MOCK I I ] ; REQUIRED. . 1---i I (AS APFUCAME)t I ___ I � CONCRETE ANCHORS (SEE SCHEDULE ON _j _j 1. ,L#1141�;TK; MiA. / a.,_ ­ , 94EM 0 THROUGH 10) W/1 " ��01 VIEW - , LOCATION I ! � /511 I 'Alftj :00 15P.N � Dosirm PauNEQ CONCRETE ! '­GR CONCRETE IRM " ALTERNATE COTICRm_i &Wmimg-PROMORRED, ANCHORS 1 =".5"Me ARE USED, REQUIRED. (mE SCHEDULE ON SHEETS 2 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH to) ILQ=QUT MOUNTINQ wm'; WA .*Mug MAL, ""!'�'. WAU MOUNTING I DIRM MOUNT W%'; N. ...... ... .V_4b 1". FLORIDA BUILDING CODE �Non High Velocity Hurricane Zone) - '* � - I CO. - am DWANCE (SEE SCHEDULE ON SHEETS 9 a 10) I TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY .1 . = ' .44167 - * I =*. * . ; I - . Z ; I IS ", STATIFE 0 . - - _;� L - .� - � � asom Inum, INC. 24 GAGE "LVANIU0 STEEL STORM PANEL F� MARK ft ------- 1 WIV/2m , fTME c om., \GLOBAL PROTECTION PRODUCTS, LLC. DIM M`w^!1SW ,'A 20-175 A:E PNoNo Ift INSTALLATION. 0 ($U)M-"W UN4RRV-*Nn AVOM Aw - 11 I I 4"n . CA-4000011I = m 1 1PA' , I a -4 -- ­_ - I- OW . of Is I I -#--# CD a) = Cn _0 -m > a) r- .4, 0 L_ a) (1) L_ CL CL C: 0 ­0 0 L_ = .6) Cu m L) -0 0 -I.- 0- W - (1) -!:- (1) -0 0 0 -0 -= -0 C = is 0_ -2 a) CIO = 0 . 0 CIO LL 4__ 0 - m > C/) m - m C/) (3) U) ZO m Lu L_ CL r- �- m -0 . = " (/) a_ < L� 4 W mi I - � _-A 0 � - I , , cl . C I ,' '_' , 4 Q' '. < I (15 -C _'. 3- 7 -,---., v_ C - � - 7 m. , , '� 6 C: " 1 �; 17_ - � (", ;-)) 11 .'_ . Y -q �­ � - :; __ 5- ,-: , U) - ,I:. - , < (1) < - ';� . -1 z '.t' .If, - _­ !! 3� , 14.) r�" y- � . --� 'r') _4 <0000"' - -1 - -, - I ':� � I ­: L" . - llo> 3�' -, � - - I ve � - �' �_ - - , ,-,. _�- __ C 01 _"7 _- : IV, - - , - C '7: -1 " - �-- t� or :::::; L 0 1. .z to - -n 00 ; - J�c 4- INSTALLADON QUAILS EM REQUIRAR PANE INNS' QN DUAILS EQR ROULAR EANEW) ALTIRMIE CONCRETE ­11 '�_� U ` it ", SEPARATION 6", / � I - ANCHORS I, " �,�' - ,to GLASS. --- : r 'I I _:>e 1�1 " ,!I .A . (SEE SCHEDULE 'JV�mr , ALTERNATE LEG F ANCHORS LOCATMM 11) 11�'� ,-- r. �Ie 1�1< I I // " " " " -1 INTO POURE12 rMNUETE 98 ONCRETE MCK KIM jNT0 WOOD SIRMIURU ____ -_ .IN_SjALLATLQt4_.._j2M1LS E-08 REQULAH F-ANEL(LINIQ WOQD I 7,:jL:jT=V'-'7,_ 1�, 7 �' .-'-'v't- -� . . r, ----UK 10A­ ----I 'I-, � -'(j) i '� SCHEDULE ON I _'� VA _WI - � /__T0CATTON I 11 / SHEET 11) *40 -, CONCRETE ANCHORS _(SEE SCHEDULE ON txISANG Poum Coucfitn�____ - - ,_ 4 1 ON SHEET 3) - -41 ati. I K!SMUr I I 9 - A- 1117 (ME SCHEDULE Or " EXISTING � SHIEVIS 9 ITINOUGH 10) OR CONCRETE BLOCK , �' 4�_ ___�"' I I �V 1�1 '�� I 10�0 4 Ift' 04 , '� ��L i 4**r IRWEVRECO I&- �_ // / I 1 1/1771, __1 , � I � , 1 i ADEQUACY OF EXISTING WOOD I I - ii � ,' , . SHEETS a THROUGH 10, OCR Do OLDER i � h � .1 _�______ 5 / ;�" --, U) 0 REDURED. ��' �_­ =11.,1, � / � j , i I I _'� -, 11! mug, MIAMI TO BE CERTIF" - � -i-, '_� ! �� , ""A " � k / If, -I REGISTERED ENGINEER OR I �/ ' _.: / \ '-­f_D' I= ISO CONVINETE ANCHORS _ - \ / . I r__ ---I PANEL Loom OR � L� " a) EXISTING POURED WOOD HEADER I ,X j % I 11 WOOD ANCHORS I I e, =W� I I (SEE SCHEDULE SN._R r I j 1� . f--@ CONCRETE 9EQUIRE51 REQUIRE. �/ I F- 4) -_ f& I i I F _'�--' I - -'A i r- n., '/ " (SEE SCHEDULE ON �- , I "__=_==___0_ I ON SHEET ii��:­_­ ­ -"-" f _voo ANCHORS ALTERNATE WOW ANU40M I I -il*""­i vw..enbe '­1111111 1=1.1= I f . __­_ , - _ \j \ ) L j , HEM, (1) a) M �� � 1 '4x ST-Awit � A, t - -1 ; MAX, SHEET 1 1) i . ' \' ' � P-1 i -- I - t/4"M A% v/ kv I - I MAPL SHEET 11) - = ;'� __�l , '; ALS. 0 I----- r-1. / ' % �"� 1/4, 1 1 -,�� ] �� f-0 1 14pl, � ' it V//Iff4 � ah � ---v--,---- - � I (SEE WHEDUM 00 ISM S� LE ON �� ,, - - 11/4- --i- - 7�1 i/41M. I& ". w/ TAT v l/.V A141I 'q - _0 or It / ) 112' -7 0.c� 0, 1 TT - I i / t-r e.(V "=p _r_: ____­T_ ­­1 L - I __-, � I - "___t___ 'Ir I i \ ',W,"� T"----'--'l I � ED � � � --J , I � (SEE SCHEDULE ON " i I, I � '. � I �i -------,. -,---.-I , , , I REQUIRED i I " - - -- i ­___1 WOOD HEADQR__ - - - m - - ----- I m I t .,- i , I ; 1 -cl) __ ._� - - � I - I I i L I (g) I � SHEETS 9 THROUG 16) I I. f-D. I , -, qj �� I I � � A i REQUIRED 11 " - 5 1 ED � I a" � E�D� � i I " I I � i : .11 � v stol. � t--- IN � � -1.4-61, �"/-' � - I I i WOOD I � \ � f �" -;we - , - 11 �� . PANEL LENOTH 11"I li'��'�__"�' 11 I i ' MAX LONG ALLANNUM SPACERS 0 12 1/2- -i *_ � (SEE SCHEDULE ON L , - I I I � I - = I � �' ?Llsr I, 2 / I i _L � I I � , I 1 =9 - I : (SEE SCHEOL41 I � i 'I LOT- / ME, \ 41 i 1 I I i I I t I I It I i �' 'I � I O,C. (SEE TAD ON SHEET 11.) i SHEET 11) �; z Ca -j"VA-24.1- i min. I ON ISPKA I � SEE NOTE - = FOR LIMITATIONS FOR , ! -�' I I 11 . i I � I ___(D FDA I wll� ­01 .L. i i i 11 'I � t 1 4 1 - _(j) � - - ! 11 - � SEPARATION SON ET �6 SEPARATION I I 'L- I" � `rl '� , � I I Ig. L04 um", U`�IAJfI 1. _<D i IS, Im" lloo __(�) ! & EMDIU Mm I p I I I i = > I- ­'­­ ------ `Dmo~ � I -1 TO PANEL LENGTH i PANEL LENGTH � -1 MASS,(SEF ., I i i 1- � �­__ GIASS� ON ' Smalm"a i ON TO CLASS. I�r.-2w- 1 (SEE SCHEDULE '/4-#-2ax" �_(SaTo =v - : (SIDE 11 I (SEE SCHEDULE U j 1 j , i SCHEDULE I i i 0 ' ­ -_ � SREETS � I ", � _­ - - - ­­. - -4. SCHEDULE � . 3) 'miso 9 & 10 9 I Do SHEET a) ON SmIurr 3) -1-- - 5WHIEET a) ­L" ON SHOT 3) 1.11- � ­_ ______ 'L* M - L. - - N i 17 1 PLUS (SEE SCHICI&E OR SHEET I 1) It I $CWGUAx ON SHEET 3)-- i . , - - I - , I - - - x"VI&V SPACER I I i:::�:­'­ ­­­ - -­ - I I , -FANEL MATE FEMALE ID OR PANEL NOTE "�;' :� . SEFARATM TO CLASS. I I I ON SHEET �� A L� I 4 310 _ I 1 ______l _j (SEE SCHEME ON ��' ­­'�� __ � � 1, L-' 4411 9= � - �� 11 1; - . _' - ,+'L" PANEL LENGTH I PANEL LENGTH ____ ­1 tmmr v MR, I - =1=01L.-I I 7 1 + - Z-Bi I �� 0 1 __ r. _4�__ t______-'qA�'-__-._ �_-_�_ � F � - - ; 1-1 "LON � _ ��'� = - - FANCL LENGTH lllm� -- -_ L_____� M=CL 4 � (SEE SCHEDULE �­ _­ �_� iLA­ = I LWN ams --s'), � T � .1 .0 � I , ____ -A, =61�_n v _�___'. _ V i! I ' I _ _ _ (SEE SCHM . I ON SHEET 1) (SEE SCHEDULE I � --I- I r- - �WI4 ova I sm. i fto, I ------- � ! i -------I PANEL MAK' ; 1 7._0 t--- '___ ____1 11 ­1 i I UNIA. 00 7-1r) - OIJASSI I � 2*x4' WOOD --' - ' "I � (SEE MHM LE EXS4 � - � 4- - ­_­____._4 1 " " sitat 3) I I PLATE AJEQUIRED i I , a � CDL SEPARATION i i ON SHEET 3) EATS"I'a I " i SCHEDULE � I � I --(D ? ON SWET 3) 4- ----,--I , IR ' __ --- I�D � =294 - J. �'_ MIA =_r � _-` I IBM ' WR* I - 11 I -I TO GLASS. i I I.--- - ! I I— I . 3 MY. i .--- ! '� wiiFy Som ; � ... �_If__ I I i I � I * I - L I � I J_ ! I - I I i I ; I I ! � i I p i t��­� --- � � 4 1 1 1 i i I � I I MAX. I 1 f - � . I I OF 'V %2", or IV � __0 I I i < 01 MRAXI i I F��� I I I i x I I I i I I __q) I !,;,-- --* � SGALE,1/8-i' 1 $01, 1 ' qi� ,'1_- _1@ i i � I 50% i 11 -1 I I I I SPACER i . I D� ,I . O., � SEE TAME #I ON SHEET I I FOR MAX. PANEL LENGTHS A, OF v ! MAX. I _41-0 � � � I- "I �� a 12 1/2 1 1 1 1 , MAX. A.SZ DES" LOADS FOR THIS INSTALLMION, I/_. _@ mtx� I I � - ___ -LENGTHF- I I m a i � �­ ,­_' � I 1 0 12 1/2- Ox, ; EQ OF %7 1 1 OF It" � 0 y ----,.t-"----,t I ! MAX, i I . ill I : (4)-� I I I � r i i � I 9 I I � 11 I -­ � I- 6 12 1/2' O.C� 1 ______J______j L I I i I /-- I zi � I I- .' I I I ; � I &_ L ___ I I I .- '�2' � , A i i ; 1 4�p IT ' ED =*j (D _______j'__.___J' � L_jj;C,;�'�,$ L. Z-==' i . ; 71 "', 0 12 1/2- =� i �_ ! "'�'_ t-j- _f NO F). I � \ ,� - - t - � " 1,14 W*-.10, �1 __ =3 � 1, � I AW "I � � � - SKETS 9 THROUGH LUNG MAIL ALUMINUM _'_ I � 8,­ � ­TE ANCHORS i - __� I I I, __ I .rjl�_ I i I '�_ �z __ , L I _ - -0 -1 I i ___ 0, "�� I � �k " R I D f , r_ . , "A!'.. 'Ng' coseft CONCRETE ANCHORS _---L_ E� 1 1 1 � I C p " ��Y\�N'�� i � --I I �' � . _'.______'j______j L I,- __" DMING PC �'\'­ gp (SEE SCHEDULE ON (SEE S0WOuLE ON I 7 � 1 1 � I' t �' ­' WOOD ANCHORS ** HIM . 4 t �_ a EWE OF WALL OR SLAB to) SWETS � " I . , -4 - ___-� U " 1 1, � li 4- 7" 11 ! !'�' I 1 � " \ \ " "Imp wiffill , 9 IWMC41 I dy, I - 4 -, ___L__.J , ( , 1 � , , STAOMIRED W/ STUD i i 1� REQUIRED 17w; - . E10 \11' " �-"j , ' I I 0 _Wt� CONDITION) PACM 0 A 1/4 O,C� V" FOR . SPACES sh wr at I I/C Lm W.- -t--- , I , 1 I '� I 1, : -" POURED CONCRETE i ALL DES" LOAM AND PANEL 1_ L I I .� � - � L"', I � � � (SEE SCHEDULE ON �__'___ � I fl �" I I P't'lr �' , � SHEET I 1) I____ --L---- \ CONCRETE BUDCX j '�' ` RFMKREO � �1/7' ' , I i ��'_] I---,.,----- � . I - � WOW 2'.4' WOOD - --t­ " � LENGTHS PER STIM 3. " I I 1 (14 am"Abom IS LIMITED TO A ow STORY WAMM WISH iw-r - � q, , " 714G VNEAFTL 17 III, ______1 �N - I , - t - -W REQUIRED "� , _W ANCHORS CONCOM.1 , ' ON I ' r.l. , , \ I 44 - I I I � 114 WAN 00OF g:::jg�"5,kj=FR ANY - � CONCRETE ANCHORS . .-CAJIMIL � I -I ;-j *0111:11 IM WOW ANC�Roflbi _ z , " � 61,E SCM LE ON � 4 � ALUMINUM SPACERS 0 i , 10), ` � 1 � 11' ) ---F_U-_____� - - '" r1i. W.'r (SEE TAKE #I ON - \ � `� 'L , .� ; 1 � � � SUILOW "Wiff, . Ile -­_ �'\; L, � � 1 (ME SCHEDULE CA[ REQUIRED, PLATE =tNED � '11, I , �" , (SEE SCHEME � SHEET it) U SHEETS 9 TKWU­ I. 1 � I : m 0- A� . , ", , , � S" r mA. saboam" To G"Nal 4' WOOD - ' �' - ' 1, T" � I 1-1 , , - PLATE REQUIRED DO ANCIM OWNS THIRD OOMK%W Sk "141 axer Ftm" m OR SWIET 11) - ? " ' ­ -- �11 I SHEET$ S is 10.) � L-1 ,, 1 �, 1, _:' J=D= ON $WWI MAW 09 ramumm = AS I i _" � I t L 1 I 1 , , 1 "I (SEE SCHEME ON Loss Is IRA Min" ARE - � , I 119 W MME PUS) STOAL K MM "N'" AT 4 1'4� GCON I = . � L" , I I 'k I �.] SHEET 11) COMING yont � IS A REOMO" PROA Ili I/r 010, WAM4 . I - � I , I (D MIU"ra AND FLOOR MOLINTING BUILD-Q 1RECT MOUNT I I " � i L_ , i , I it) =%Ago VISION PAMM I tom 1* L-2 Mk,- - - v 0 MI MOUN33NO NALL MQLINDN "u=I&OR ' ' I I , � '� *ft -0 P-1, I 0) VAX 24 Va PAN& UNOTH IS 1AIMPTO W 9 ANY OF91A10 m U) I II ? , i �j IfenoN 6 _J��V____'__ � - DIN S A NWMUBOO FROM LARREN PARCI, UIRRHIS AUDIRED ON so" 3/a.l. %W m MIA" smw PARR. LAMM 6 scsivxxs� 01m Ill. auma SCALE 3/8-1- . M, I AN mtm aUILD-OUI MQWTING m 2:10 (I IRIA SMALL BE AS *Dr0M ON all F111! MIO MA a NAU-99WIM92 (3) STORM Amex Cum .6 my I A"AULEUMM-mm M AIRWHAM A " As &MRAM 4W sm AN ammo MAW WALL I SCALE 3A-i- LOW VIM= W, AS, ou 3 As DeFERRED, IN AM SC-14E -vs-1' 541110 ... 16 SCALE 3/1-1� fn ALYMNAlff-IN gwmmhcm"DK)orwntRa A, " SCALE 3/8-11 (4) Iva 0 O" VAUD ONLY FOR WND I N!AIs a * 3 0" ATW v t"W"f I OQUAIR Opm 4 ", .-I ... rm�'.' "Rilit"IM 1 eo!�' ... �plh , � im-m I - � f �f.e',Aft'r ..�, ,, ,0" . i* uj ,;A A. ..., / ��pl K!gr�'�\ �' 41&1'I*t;V....�'�1_' .,Add .. 'Tz ' A . - � " , , * - = . . - .' . . .' .' ._ '? � . -­ NM x '* NO. 44167 - I . . i .- .. .:: * - FLORIDA BUILDING CODE *n ffigh Velocity Hur cone Zone) 2 . . ft­�ii . -"*� r'E f FLORIDA BUILDING toot Lft Higb Velocity Hu ne Zone) - ' .- \� "'le" �_ FLORIDA BUILDING CODE 2on Mill Velocity H elons, Zone) 1, INSTALIA"ON ARE ONLY VAUD FOR MAX. kS�O. =*� - - - - �_ i I. 0. 44167 '� I Wm TILIM sc. 1 24 CAM "LVANIZED STEEL STORM PANEL F.P. NOTE O&N-=11m, I� INSTALLATION ARE ONLY VAUD FOR MAX, A.S.D. � f " NO 44167' 0200 Ilion W_ 24 GAGE GALVANIZED STEEL STORM PANEL - m _____ TOP & BOTTOM NTINGS CAH Be DESIGN PRESSURE RATING; (p.s.f) AND PANEL LENGTHS ' I*s .3m I'Llm. � 24 GlIGE GALVANIZED STEEL STORM PANEL ,�' < :*= OWN W, DESIGN PRESSURE RATING (P.81) AND PANEL LENGTHS z *-. ____ __ DRAMA m 1 -*% STZE OF '_ - GRAIN W, = *: = . r.;vz; AS PER SCHIEDULM ON SHEET 3 _%_ , " *k - - * - . * . - COMBINED IN ANY WAY TO SUIT ANY . -_ "I'll, - 91=11 '- - . INSTALLATION. 2, MR NEW WOOD FRAME CONSTRUCTION: WOOD 0 - - EDGE OSIAATOE � - - '*a ff/V/Hft TOP & BOTTOM MOLINTINGS CAN HE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR .*g % I - - ""' � � GLOBAL PROTECTION --a S ATE � - Z I ILIECOtimc, GLOBAL PROTECTION PRODUCTS, mc. ""' �� ...'. -, N PRODUCM, LLC. f-D. , -,O'. STATE Dt,=) ' ; Offe MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC /T WE C 0 It �,r, � DAM . - b4s�_" PRODUCm ac. W, COMBINED IN MY WAY TO SUIT ANY ALTERNATE 2W) PROTECTIO 1 'TAW Lw� 67 svw INSTALLATION. �' I- - 6 DENSITY OF OM OR EQUAL, IVAL - IULN�"'Affr - :71 - � '� � NA`_ '. gonflEm" IF 4$00 SX 61 STIMIX - o" " "'Ww 'T 10) COMBINED IN ANY WAY TO SUIT ANY '­.. I '.-�Vk%% , I I'L 391- 20-175 1 2. FOR NEW WOOD FRAME, CONSTRUCTION: WOOD - " ... - ;�;� '. P"" (SEE SCHEDULE ON TOP & BOTTOM MKAJNTINGS CAN BE 7s, -O.-, At I" � W m- mtA'AMM! 497�_`sir " "Ksc- W4Kft­"?'b4& axt WRITI-4m kt a _ '�� -, ("= 333U 20-173 Nim"o", I 20-175 SHEETS 9 & INSTALLATION. CSME� AT" � = m, t"4)6"-VW PROW 05.)00-764� rmt (SU)SH-Ml tk-000?ia I MEAMRS TO BE SOUTHERN PINE No 2. W/ SPECIFIC r "i"Ol'i - - !U�-l-'A =_= -1-1 OWNING N. - - �" :��61213rx_=Ar_ < ­11- .-R . ", . � . INTROAD M. R EQUAL AdAt V. w,--- ;z CA -bowls � 'I I ;il 1:;1I f - t :=-=_-m- . ------- I DENSITY OF 0�55 a R ' t===d__ Pi- mm/muslommv0so: .,M- '! - - Neir-=g, __j ll 11 - Z; � - 11 I I - � . -, _ __ - = Iz ITT, 1 1 cttn__ = zi 1.16 Sir Mff, � � I I I CL SHEET NO. SH 1.3, —cu > 0 0 0 EN12 r, S-URES DETAILS FOR INUALLO IN POURED !;ONCfJEJE, CL 0 WNCREIE BLOCK 08 WOOD 5IRUCIUR So YAUQ EQR REOW., UEE MAXIMUM A.S.P. RESM PRESSURE RATI -31) AND QQR9F.5EQNQIkIG MAXIM ANMR SUCINrl SCIJEDULE IM A.S.D. DESIGN ERMURE a (4.11) AND regRIMEMINg MAXIOM ANCH98 SMHQ Co --a FOR REGULAB SIQRM EANELMINSIAUAINS INIQ GOSRUE & CON; RUMBES Iw CD SAFETY & E-Z HANQ 99 M E-ANEIR a) $MM (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 5, ON SHEM 4 & 5) WILIAM EQR REMAR STORM UNELM I 4IQ CONCRETE A CONCRETE 9IijQQK MUCTURES *- U) (VAUD ONLY FOR PANEL&NSIALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) Cu -Cu W 0 MORMUM "MOM SPACM FOR MAN F-M PER SCHIMLE BELOW A,= fi=M Aw. A.S.O. UNUMUM ANCHORS SPAINAKI MR MIN LOL PER SCHEDULE JIVLOW APPLICABLE ummum OESIO To SECTIONS MAX. ks.o. Bum MAX, A.S,D, MQMUM ANCHORS SPACING FOR INK ED. PER SCMUKRE BELOW a) OR U, TO DESTON PANELMAX MADJAKAI ANCHORS S"41NO MR milk S.D. M SCHEDULE 2 UNNEE r .093, 3108 "-1 PRESSURE TAPOON SOLD, ZAAMAT-WAIN CNX-14 fln, tENOTH PAnSURE TAKON SOUD-SV ZAMAC-MMLIN -IN tit ".1" -SET FEMALE KT PLUUS fluka 0 PLUS A, PLUA, I PRESSURE CALX-14 0 a- C: W63-16 ALLOT tqw� ALUWL RATING 16, v FATINO v PRESSURE 1�- C"-w A, 1my -'a"' 10 To 10 10 2& To 2& TO �& TO �& TO 004001ATNIN FEMALE 10 1 RATING AEM To To K) Wo 1 3/4' va"IMEN: 10 in 70 to -TO To em r & xwU*w . Ir COMSINAVON RATING am lut om (O-o 10 CoM%NA:Jw L- r­2 1/2 ANOU (P-0-0 - -olor 3k To 00 lw') � M am OF C) LL ium W6 .116" min. Ir 13" Ir Ir is" I (w) III Ir Ir Ir 13, 13' Ir Ir Ir Ir 11 I/V 1 (TOP) A. Rgompm. OXIIRDE 13" 13* 13* 13, 13' 13, T3" POURED CUR007L CONCREM_ 1A, Ile 7 i/V S 1/2' 13r' 4 1 1 (143") Cu BLM CR V.4- WOOD FRAME 1 1/4*#. 1 13, Ir tr -13. 13, 13* 13, Ir ir Ir it I LrTw III Ir 13, ITr IL- --2L Lpt)- 6� 13' 11D 1/1 6 TIr co REQUIRED 4WOR 13, Ir Ir 0 2 1/ Ir IV I (Bottom) _13- Ll�r Ir ­1�_jn_ r jA` V To- 7 Ijr Ir r 190"0") 7=- 7-F- --7F- Ir Ir t3* 13, -TA 2 (w) Ir 31 - i-- w 0 > is, Ir � Ir Ir Fvrx;)-- tr 51 Ir to TIr tr i I —le -Tr =vr 6 —1/T I —(w) Cn OR4 ir ir ir ir- -T3 3 Ir Ir Ir 2 tw) is' Ir Ir IF Ir 13* 0 lye Ir ir ir ir Ir Ir Ir Ir Ir Ir Ir Ir 13, Ir it 1/1"I(oonoko ---- -3 1 1 1 7-F -TF- --iF- 5- ta- w is- 12- IT 16, 2 0xvilum), 13, i'v Ir 9 I/V Ir � I/V 10 Iyr 7 Ilt t3* 6 Ir "(::w CD Ir il, Ir ---r3 (Top-) 1V 73-- -Tr- 737 Ir 13* $3, Ir 1/2 29p-)- W-C 3 OUP) 'r r Ir 13! 13* 9 I/V IS' It 1/27 10 � /V 7 -71/-;2vl 1, 1 31 ) -l-j Ir 13, Ir 13- T w Ir z W Ir 61--w - -= i-2-1/2- 1 1/0 3 (BOTTOM) OR Ir ir -13- 77- 1 W-6, Cn CDL OAIE LED LOC490ft 12 1/2'12 ;/V_ F 1/4- rl/W il Ilr 12 Ilr 61 a) OR t/4* 6 1/4� 12 Iyr 6 114' oxnyw) Cn 12' cc. r r 6, - - LESS LESS 6 Ile 12 1/2'12 11V 6 1/4' 6 1/4� 3 (SCUM OR 12 1/2'12 1/216 Ile ! I/# OR i1r 4 (TOP) LESS !a Iyr v ZO CU VARIES V It" x5v ow. r 0 1 A* 4 1yr r 6 1/2' 2 Tyr 4 MP) -C- CD 2- 1 ALLAL ANGIE OR 0* al r 4 (901row 1. S. I e r A a jr 69) - - - C W< L :=CaNFTE' -I:- -z- "(M-Tom) r 6 1/r j - - 4 wintom) R�: 77- --IF- 13- 1 13- -13;7- -Ir --i-37'- -TF- i -ir ur Ir is, Ir It I/Y 5 [top) jr 1 13- tr 1-31 -ir -12' --73- -io-- ilicf;)- _or ir V 1*- 71/2- 13* 2, A X.1 13" ir REOMED r - TP Tr- T I -r 7r- T1 -1/ 2' i -WM 31) I r I r 13' IN" Ir Ta,;- -Ir 13- ir Ir 7-3�- Tw-fwm) is, 131 tr 1-3 31 2- -ir Ir it' -Tr-r-w T-,-,r, —Ir —1w -TV Tr Ir I Ir Ir 9 %yr Ir 9 1/2* To Am- 37--- 13, - -�3- 73- --;-3 -TX�- �-0-00 Ir ir 13, Ir is, Ir Ir -�3 4 1/2' 6 (TOP) -r- 6 Ile -1/4 -75 -- --- --- 13, is" Ir 13* Ir Ir 13- 111/2' LM-O) ir ur 13- -Tr- - r Is* to, a MP) M- GAP -46,-45 6 Ile 61/4- 6 Ile A Ir Ir to I/!, tr ir a i/V 7 Tyr +45-45 �114e* 6 1/4' 6 TOOFL-) I 2�r OR TO >+65, �05 at A -=F77-e 111V 6 1/4� 1.14 T/L 01/4, 1/4, so;IJ -17 13" 5 I/rIl (Mo) 9 12 mc� OA-HI4 OR 606�-Iffi ALLOY LESS 1217 13, 101/2' Ir Ir r 7 1/2 5 1/2 33- 4 I/V I (Top) I -as - --L3 - v Ty Ttllr 13. �:- 13. IF a 117 TO LA. +75,-75 13' I;r 13* 1w is, to" III jr 6 Ilrji (ton Caft A�- ANDUE 'r Ir IF Ir 0 1/2 I:r 91/2 01/2 71/2 13' V I (ROMM)f 1.3' 7 Ilr 13* Ir ty 10" ir 10' if* A" 1 6 I/r I (BOTTOM) I r 71-iF 13- Ir Ir I ty- I Ir 1. 1 I/V 5 1/2' Ir- Ile LeL) V --i-r -5;- -73;- 1-1-ir --l-r V-1727 T'IlF il?F -Tr' s 2-1 1-r I -,(r -i�- —L3L LY!! Ir Ir is, III Ir sr To, 7 11V Ir IT. .1 (Bottom) 4 1/2- 2 010P) I I/V (Tail) Ir S, Ir 101/2, Ir 1. Ir 71 z-1-/2 -1/2 Ir -I,, -Ir -1w 13, 10, 111 11r F�W) IA` 4 1 2 CTOP) t 13 - 2 (BOTTOM) to" 1 13" ---- I A 1�2 'a e4 14 T �' 0�2 IA- 13" 13, 13 171 Ir a �/-2 0 IL2 -� 1/2 w is t/2 13, 7 Ilrl is" Ir vy Ir 6 Iyr 2 (writow) ILr MOTION) Ir 7- 13, is" 13" 1,/2 1 1/2* 2 (BOTTOM) _Lt_ 3 vw) Zi/ I-r _141 3: 1 IIV 3 0 QAAE A (PLW GAaE I (ELAN) QaE C- (ELAN) CASE D (E 12r 13- 1 13, a 1/2 13' 9 1/2 01/2 7 1/2 12r 13, 7 Ir Ir Ir 10' 1 1 - Ir 61/2 __L _ _ _1­�_ L_ _ SCALE 1/4',1' SCALE 1/4.11 SCALK 1/4'-1- -L4:- - A�� D 0-) >W-r Ir 7 Iyr 13' 13* 13' 1 11r 11* 10 I/VII 1/2' a' 13, 7' 3 (TOP) I:r tr 9 1/2' Ir 9 I/r 10 1/2 13" r 13 Clap) t/4- 6 114C �2 -Ile 1/4- = �: 1 12 1/2- a I/*- a Ile 12 I/V 12 1/2'1 8 1/4* 6 1/4� 3 wrlow) 10 --- 12 1/2'12 1/216 Ile 1 1/4� 3 M07W to '12 I/V 6 1/4- -' 1-2 1 -/ 112 1/2"12 IV 1/4- 6 Ile 12 I/r 6 1/4' - - ) to 12 1/2 G 1/4 Iyr 1 e 4' 6 IIV 3 (Bottom) TO 01/0 6 t/4*13 OXITTOM 7. a- S Ile -1/2' 8- 4' 1 1/2", 31 6 1/2. le-4� 7 1/2' r 1. 1- � 7- e 11. 4' 14 i/e 3 1/2' 6 1/2' 3* 4 (TDPI V-81 I W-o` -I- T-w =,/.- -r 712' 4� Ir 4 I/V r 4 (TOP) ir 5 1"r r 3 1/2, kr e 4 Ilr 3' 11/2, 2 I1rI4 (100) 4 L$n!q 1. - - - -n- A - e 5 Ile - 7 Iyr a Ijr -Ar - 5 -1/112* - 71 ----T4 (-M) iV B* !-LO!)- 13, Wr -Tx- 7,37- -1 r to. 10, -r -ir I/S- 1. 0 IS Ir Ir Ila 1/2' Ir 10 tr IV I A OR "-IN F34---' i I/V 5 (BOTTOM) 1-r -Iw IS, IF 13, I/v 13 Q fj. 1- 1 POURED OAK (3) 1) jo OR -V'WTC AT Al 5 Ile 11 4 /r (TOP) -I- SET, CONCRETE OLD" it i SM Of OPENING ON .4. B 7/,7, yr j I/,- j 1/4� I-V 17 Ile] Ir 1 13 0 Ir rf a I ir TIRANE ROAMED AS ARM.1001 1 6 /r OVERIA, 2`94" wow FRAME , T & 0 t "Mi I 1 6 OPEFNIG POURED CONCRETE, ODWAM mrp-4, F 00 V.4' WOOD FRAME AID MAMMUM PANIEL MAXIMIM PANEL I VARIES (t OR(t -(J)we &.= FRONT SEE OW I I FOR ANCiM TYPE & SPOTIM FDA IWALAPM WITI WOW M" OU""M A-". DESIGN I" LENGTH SEE Only 1% FOR 00" FTK * wow FOR 0WAAL-MAls "M WOOD frAw w"War. ".D. OEM LOAD LENGTH NEAR PAPALLEL TO AANAAW ANDWOR SPAOM AND NVAIM EDGE DWAMCE ARE 0001AM ON 7M SCHEDULE FOR M UNNIUM ANCHOR VACAMS AND MRRAUM EDGE OWA%M AM MKTATIV ON TKS U*NZINAUL MR LD (wV:R cut END PAM,) VIALL LOS THAN 01MAJITO ON SMOZtU RMUCE MOHOR SPAMG Of 4APPLYIND SPACM SHOWN ON 40 PSF OR LESS W-8, =9 THNI INCROM (ill ITHED" REDUCE SAAORA SHOW ON 40 PSF OR LESS V-8, C11 --X SCHODOX BY THE F&LUM" FACTORS. FOR INS OPERATOR TO BE POVAL14 REDUCED SPAOND sc"wuLE By ne: Pailamin soroaft FDA lob, RODUM 90-two X 8.0� MSTANOE —9,X) OWARAW AAR4 FACTOR SHALL HOT SE LEM TIM UNRIA SPACING MKMM MR EACH A00" IM i OBTAINED U504 FACTOR VAL NOT BE LESS `P" APPAN SPAONQ WDICAFM FOR EACH ANCHOR rfPt ON THIS sc"mxr > 40 PSF TO 50 PSF 6`-2- > 40 PSF TO 50 PSF W-2- 1/4-t 1141. 1 1/4*. 1/4'0 1/401. /4�# ON on scwmtu� 1/4*0 IX. z AHCHN Ift > So PSF70 60 PSF 5'-10' > So W TO so PSF 51-10* "-;� imAlo-oxim amur-M -fwiuw v— G (PLAN) VU00" sftoull�-w Ith" 0 TOM zwo-op" ww SCAtz 1/4�-I* M"MUM 3 11/2- I - 1 3 /2 - OX. MM" ANCHOR BRACM (K) 3 I'n A KAY. PANEL LENGTHS ARE ONgY VAUD FOR INSIALLATIONS W, - ....... AND" SPAM C.) 3 2 1 A MAX, PANEL LENGTHS ARE Ot§ VAUD FOR INSTALLATIONS W/ VkLID FOR MRECT MOUNT INSTALLATION ONLY 3 ;A- a 11T W1 SOLID SET ANCHORS & W SPACER AT 12 1/2 SOLID SET ANCHORS & W/ ( SPACER AT 12 1/2* D.C. CERTIFIED PANEL NSTALLATION AT WALL$ W/ 0.4 ---1- ONO 3 I erre -atitfam z St)RFAa LM VARIATIONS WITHIN 3/4- 44167 ACAK WK OMMOX 2 Amw ow ammm ow.) FROM 5 FLORIDA BUILDING CODE (Ron High Velocity Hu one Zone) FLORIDA BUILDING CODE Liton W Zone) FLORIDA BUILDING CODE LNon High Velocity Hu ocoll Z*n*)l Eli Velocity Hu Done 046 cow Tum W- 'Ir OM TILTEM W- 24 GAGE GALVANIZED STEEL STORM ve PAM 4167 24 GAGE GALVANIZED STEEL STORM PMEL 0.44167 CASE E (PLAN) CASE F (F ANKao "Im INC. 24 GAGE GALVANIZED STEEL STORM PANEL Aso SCALE 1/4--1- /4' vs, DRA" ft 3' 'LOBAL PROTECTIO z I % STATE "m GLOBAL PROTECTION PRODUCTS, LLC. 111LIFECO,ga. \C N PRODUCTS. I.I.C. 0`/2w7/M2Ma /11 LVE C 0 GLOBAL PROTECTION PRODUCTS, I.I.C. 'T L- W C —0. imt, SPACINGS ONLY VALID WHEN Is USED, SEE 11 FOR MAX. Aw�M 'Am sw 51 snvv SPACIf= ONLY VAUD FOR MAX. AS.O. 71 NW FL 33314 TE C�, 30� 4W SV� At STREET DESIGN LOADS MAX. PANEL EN SPACER USED- 1! PAX, (W)MV-SM WH IS '-a MAT' 20-175 W,6 AGER unsm Ir. 1 -175 w am -w in- M-)N"W 20-175 SIX 0AAA.-F DESIGN L06DS & MAX Pmm� USED. 20 I gieti; W. WALTER a, $Ran 10 w to wAkIm A %.A 4" pz or to &A, to or 18 w tSVE SIECITONS k ALTER14ATIVES ON SHEETS 11 14, 15 IN�JAWAIJQ14 12ETAILS FOR LIFE SAEEIX EANELT) *R-tA/131 R-2A/13, R-U/114, 4,11-111/11 11-20/13� R-38/14. S' MAX jffQ POUREQ QQNQREM OR CONCRETE BLOO LIM180 AXIMUN A.S.D. ESIVIRE BEING (R.I.f.) AN12 CORRESE9140ING Mam M ANGHOR SPACINra R-IAW/1% R-20/15, R-UW/16. R-19IN/iS, R-2BW/`lS, R-WW/16. --M 1�0..TAMW ty`4�0 TAIRCON EXXVIVAT PWRED 1/4-0 TAFC NO POURED 1/4'01APCO� -?5bNCRM OR ANCHOR 0 .WHEDULE EQR REGULA INSTALLA33ONS INIQ WQQQ SIRUGURES or ANCHOR 0 %Vr" QKC� C0ONCfRtMM OR AN tVAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) 0 0 0 0 CONCRETE OLM WMA VLOOK CONCRETE BLOCK rIDWRETE MOCK REOUIRFC� Fulimm. REQUIAM REQUIRED. .-T-- 7-1 F-4) MAXIMUM AS $MOM ON SHEETS 6 1 MAQOMUM ANCHORS SPACING FOR ED. AS SHOWN ON SMEEM 6 7 APPLICABLE r f r 114* MAY� KSM� ANCHORSSPACM FOR LO� MAX, ASD. MAX" 714- 1. TO DESIGN PANEL DESIGN PANEL PRESSURE AIJOINVIAN LEMM PRESSURE AITUW710 LERUTH PANELMTE PAKIMATE v MATINS PAKEWTE PMELMATE WOOD wswwo ED, 0 RK"w TWON LAD SCREW WOOO BLIF&III'la, Aarm. TAPQONI LAC SCREW I CC) FEMALE ID OF THEM ft) (P-910 FO&AJLE 10 PLUS OF THEM APPuCA9U` N`DOMUM 1w 7w 13' 13" Ir Ir 13, (USE FOR PANEML LENOTH t; MAX, C= ov Twi PAM "IfolIf OVER 7-6.) it ILD 0 �75 13, ir 13, 13, 13" ir 13, 1 a, 6 1 "i 1 0 " A j-) Ilr a IWI W-S' 0 ::O� 40 ---A 1/2' FAMEL #--,,EpAK4ycN t 4 EXIST S,-e ----------- --*LtO TO MASS, 61/4 12 I/V 61, EXWW-4'1 /,J- 1w)) A. ir r w IN LESS 8* uFt t PANEL (W/O OVERKAP AND PANEL L841M WK.13 L X AL- (BOT OR r-v a +40.0, -54,0 Pt GLA.W I/ OR L -- VOLIS 3w AT it LESS 9* 3* Outlaw) a cc Ir --t- I 'V mAx -C C"Pi F 44z� F- 1 -0 mAx- +45, -45 >+45, -411 7 i USE Z-fr Moo. PANEL U14ZH WAY OR 13, 13* 13" Ir Ir "(So 13, Ir 13, 4W (wrrav) t �-A ---- t-- AT ALL 4OUNTIN" .1 PANEL LIEKTH 0 PANEL LENCIH PANEL LENOTH Is, 01/2- w Tfop) TO LESS is +75-75 (IM 1111ATM i (SEE a4VATION Ss. BOLTS (SEE ELEVATION A MC E11-VATION ON AT Fk OVERLAP ON SHT 12) R 1 00 SHEET 12) SH�T 12) ON $MEET 12) --I- 1,3, Ir Ir V Ivt (BOTTOM) 13* Ir Ir Ir a I/*- so (BUTTOM) r '-L i :PARKRON IL t i i 1 6 0 1 y`V 6 1 0 GLASS. It It X�- q - 2 1/V 6 Ile 6 Ile 2w C: 1/2' 6 1/2' 6 I/Ir a lIr 61/2- a t/V 6 I/r 6 I/V 2W VOPI - Ell! A (top) 71/V 7 1/2' 3w tw) 7'-V 4 Ile a I/V - 4 1/�2 3w (Ranow I1r —4) 10 I/r 1 9 1/21 IV 1 12, 1 13* 13r, 6 I/r 4w (TOP) Y-- -T- Ir 13" 13, W 4W (BOTTOM) 4 -------- - - ------ L CI ch SEE TAKE ft FOR MAX A�S.D� DESIGN LOADS & MAX, PANEL SPACER PANTEL BOTTOM CONNERS 0 Ir- LENGTHS WI-9N SPACER fe IS 11 FOR MA(. &S.D. DESIGN LOADS MAX, PANEL L9401HS WHEN "IS i USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 NO ONLY M ALTERNATE 2AF ON SHEET 6 D.M., 3 , LaVERLAF- "... X - -, EO INING JAIT At !=VRNG NUT Z EXIER" t MAX. LEFT PANEL RIGHT PANEL C I I R-IA/13, R�-2A/il R-3A/44. R-18/13, R-29/13. R-36/K A,: At 4 1 :T: �— L-- MAXIMUM PANEL L*R-IAW/15, R-2AW/15. R-SAW/16. *R-IBW/15. R-28w/l i L 1 4*0 TAKON M-1/4'o TAPCON TAPOON A.S.D. DESIGN LOAD OR 0 W ox, ANCHOR 0 9' D.C. ANCHOR 0 9" O.C, t 0 91 ox, LENGTH ANCHORS (SM S=ONS A, ALTERNATIVES ON SHEETS la� 14. 15 i C71 � 7� CONCRETE OR CONCRETE OR M"NO POURED CONCRETE Oft CON"M OR REWRED. REQUIRED. --CONORM 9LOCK RMIRED, L92M.M. REOUIRED. 11117 MA3L CAP 40 PSF OR LESS -8. UEE M-FM STORM EANEL M ELEYAT-10A (t) - -9nom *- - * 40 FISF TO 50 PSF 61-2. 2'sar SCALE 1/4"-1* SLOM 11-2A 13 Lii 16) cl 0 REGULAR KOULAR !R REGULAR EMELS STORM PANEL (MN, STORM F*HEL * 50 PSF TO 60 PsIr 51-10' jo"HIN4, I 1 --4-- Ala 11z�-= - - ------- ------ --- z- - 46 ufA um WA," UfWIN`T1fA'.q e% A MAX. PANFI LENGTHS ARE ONLY VALID FOR INSTALLATIONS '00HOINt"NA SCALE 3/8-1* Lu N W/ PANEL MATE fpAALE 10 OR PANEL MATE PLUS Alok A. 710N ANCHORS & W/ S t, 1/2' OX, I V�Alt am stfunis to k 1# FOR ANCHORS AMENON INK TYPE I SIAC14 FOR INTO 3 Alt No. 44167 FLORI BUILDING CODE (Ron Mah Velocity Hu- canli Zone) FLORIDA OUILDINQ CODE ftn NWh Vsloc!� )Hill 'cant Zons)l Lwon High Velocity Hit icon* zone)l AND MINIMUM $PAW 00 z EW 01STANDE ARE 00CATED ON TIT$ -10"Nollft" �C-w W PANEL Fit. 24 GAGE GALVANIZED STEEL STORM PANEL SM STORM PANEL DROW AN, ScHOULE, to EM as$ Tim NAACATO 24 GAGE GALVANIZED STEEL STORM 44167 02M TRIM OR- Ft. ON SCHEX" M= ANCHOR whom a= TILTEM W- DRAWN W, A STATE OF maw Mo 07/27/2= or MULIK"r. SPACM SHOW4 ON AMX BE 011110M OW FAM OLONAL PROTECTION PRODUCTS, LLC. owir, LOBAL PROTECTION PRODUC156 U.C. DAN, PRODUCTS, LLC. SCHEDULE am GLOBAL PROTECTION "W-. MR DO apavolaw TO BE POMMILC T— OF /IiLECCI... 4M SA 41 SITRET SEQTIQK,A=A IILIECO,xc. &w. 51 xmw 1111ECF. 04 Re phow 004f. n. 3331 aws. N. 3331 mow 0000-7545, FOX (quipa-M7 20-175 20-175 RAN "M 4 _yA 20-175 if, lot. aw-M, PRO" ft: OA N. -AA 1W, PAN -031 ADN"ISMALL NOT se LESS THAN wo Mit-7545. F^ 300 SPACM 0406M FM UCH r F 9 �!E. F- - f -t I P AXWOR Tfpr 09 1" SOINXILK, P-L pm A L.Arror. P4 3 N Is Alto I, a it, APLdFWAk Ug. A 441V M 0.10 IN51ALLAIJON DEIAIL5 EQR UEE SAEETY EAKIZ. INUALLATION DEJAJLS EOR LIFE SAIFETY- P NELCJ) INSIALLATIO DEIAILS EQ8 WEE SAFETY PANEL INIQ WQQD SIRUCIURES INTO POURED CONCHETE OR CONCRETE RLQCK STRUCTURE5 INTO WOOD S RUCTURES 17-7"'Ml 7 M\—,-",T--T-T- �17 —R iT 77 Iyet TAP Z, 11� "-� /I % I '17VT �T rD JEAM _rD HEADER HE -DO TUARED Cn OU CONCKM BLOCK CONCRETE OLOCK _glk TAr -0 TAPCOK ANCHOR 0 21 O.r Z 20 NOR r tt. A R 0 V 04. _V4 O.C. Y r4i) /4- A\ roa\,�L 2 F- 11 0/4' L, 7-4) +; CO 1/4- j I Y, CD �jf.\ IV\ 'r- lit a > IT 0-250. EXISTI EXIST! 4 ILIA i tLASS A, Ex EX uUm-, A-- kk% 9 vow a PANEL LENOTH PANEL L04ON 11 (SEE ALZMTON H MAX (SEE Ex"MN 11 PANEL LEWIM too. A. L M. I *L' Mo;, ON SWEET 12) 4 ON SHEST t2) (SEE EUNWRON a It MAY, A. PANEL LEWN a PANEL LENISTH PANEL - - 4 a I PANEL LE"Cof ELVATION ON SHM tit) 12) ON SHEET 12) ON sf�V 12) 1 ON SHEET 12) 12) 1 A a TO CLASS, -LEVATION I (SEE arImIaw It I a I a I -,Icl) 8 `r�--- �� I w I* Ago IN I, At, 0 M OLAM -4) A --(D I A i To V, AV it Me REOUIRED, uvrol, MUL"Ev. f7 (D gw-.4 *I CONCRETE Km 4 CONCRETE BLOCR 0 all L PL47E REQUIRED k, WOQA_ 1/4'* PANMWTE 1/4�0 PANELMATE APMN PLATE AMNW"MR 0 TIT I 0C. 0 MULAR UKLS ANCHOR (BEYONO) JUJ�Vl' "WEL =0 r I/ TAP00 REQUIRED, PANELAIT P" [-IAIIAnj r.4- WOOQ Vw WOO- f PLATE REQUIRED ED W/ STUD STUD REQUIRED "40 PAN 0,0. N ,,, PLATE Cu to t 0 12 1/2' O.C� WALL b= 31M J1.41 *001) t jtn�, �,,! "'! �,L, SCALE 3/8-11 am SHEETS I U) NoT two FRAME smamL L- A REQUIRCD AVIATORS 6 A, to MR ANCHORS Typr A, SPAC04 FAR Jow" ANCHOR SPAMM AND MOMM EM 015TANCE 010HAVED ON Ites SCHEDULIT� FOR EDT MISS THAN AM INDICATED ON SCREOM MOKOE APICHOR SPAONO BY Cz QLVftY%4O SPACING SMA ON WADDLE BY THE PDUA" FACTORA. FOR THIS OPS%ATON To K POSAAM REDUCED SWM OBTAINED US04 FACTOR SMAIL, NOt SE PANEL. SAW ISSA 0 PANEL LESS Tim MINNIUM SPACAM KuDkin " wil mow At oil Amu Niff WALL hW11INGS ANCHOR INVE X&MM"MMIM I- .�' N14, Lu TYPE ON THAI Sugrum ADALE WAUJAW 00 ol"miNA, SCALE vs tk- T41 wow WRAML MOM OV40 W 4 3 1 1 FLORIDA SUILDINO CODE (Non HISK Volocq *NJ no zrUIS)l FLORIDA BUILDING CODE (Non 1410 Velocity No coo Zons)l 44167 FLORIDA BUILDING CODE (Man Me Velocity Hur tont, Zone) I- 6w 3 -7- ; ., com ThAca. we, F.P. 42M 10M w- F-P. 10M. Z. 42M TRUM W- fy. 24 GAGE GALVANIZED STEEL STORM PANEL 24 GAGE GALVANIZED STEEL STORM PAREL 24 GAGE GALVANIZED STEEL STORM PANEL < COWN An L INSTALLATION ARE ONLY VAUD FOR A.SO. DESIGN .44167 DAWN ft STATE OF 86 raw 1� INSTALLATION ARE ONLY VAUD FOR MAX, A.S,D� la: z ACRIAL WK MOM M 1�,*' STATE Or AS 1 * -- PRESSURE RATINGS (po.f) AND PANEL LENGTH$ A I L I I / 11LIEC0,7\ /T LTE C —0. GLOBAL PROTECTION PR ODUCTS. LLC. w"OWIL"" STAH E CC #*to. GLOBAL PROTECTION PRODUCTS, LLC- A"a"a'a DESIGN PRES$URE RAT114GS (p.s.l) AND PAWL 4M sx, 6 PER ELEYK71ON ON SHEET wt. LENGTHS AS PER ELEVATION ON SHEET 11 GLOBAL PROTECTION PRODUCTS, LLC. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4w aw. at SiREET 400 &w. $1 $TRW 1 FOR NEW WOW FRAME CONSTRUCTIOW WOOD Y4~ z i �T571 117� NAL 20-175 MEMSERS TO RE SOUTHERN FINE No 2, W/ SPECIFIC . .... ... 20-175 (W)MR-164t, CA& 20-175 r , am -.1j"(wo ln-�w MCM (W)RO-7346, fAt 054mft-S'No P��- (160=17�5f4k FAk 4(04)610�- MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC :M-A-M? A allow �t DENSITY OF 0�55 OR EQUAL All"Mc DENSITY OF 0,56 09 EQUAL CA-0000719 ii:- j W PRAMM Nw < L I � -mr, PZ SFAL/sKu"wifloar %ALM A. m ps P� I& V167 I I Mo is or to TALTER A, I " - I WAIT W or I$ ZWEET 1. a M, v 1z P291 i AdIft rA '69 i f =9 * I SHEET NO. SH 1.4 EZ1/1B, EZI W/t s ANCHORS (� SECTION EZ1 & ALTERNATIVE EZ1W ON SHEET 19)` 14-- �.t' MU, "®('SE£ NOTE 2) ', 'C_.<+W� \:J1t1pTE I /13Xi" S.M_,$,-. T t�2- tl ENO-I 0F a_/18.4 ulJulNuu RrvE *LAST PANELQi TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE T/2' n o a o a a a o 0 o • " i I PROVIDED Wf REAR iiANDLE TO FACILITATE INSTALLATION if INTENDED TO BE INSTAL(iD FROM INSIDE OF STRUCTURE. i - _J_ 'JA -�-'TOF L" M-•(ill OF SERIES 2Ob0: E-X HANG STORM PANEL ;SYSTEM I (END PANES) I (INTEROOR PANEL) (INIERIQR PANEL) (INTERIOR PANEL) (qdD PANEL) MAX. I CON515TINC OF PANEL t Cant. TRACKS TOP & BOTTOM. SEE NOTES 2, 3, 4 pp j t tf• SEE NOTES 2, 3. 4 i y ( 1 g,!D. (2). END PANELS SHALL ALW'W5 BE CONNECTED TO BOTTOW TRACK ! I OYftCRMS£ A STOP t'tAR:(�,151U1L BE PROVIDED AT TOP OF SUCH i a PAS OG (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION l �. .{ • •: _ _ _ )._ _.. _�_ .. _._.-_ .� i SHALL CONSIST OF 1/4"A-20x3/4" M,S- W/ 7/5"OX3/32" WING !IpP L.im PaNW �wf t AL GVEs1' _ I NUT OR 1%4`Ox3/4" MIN. THUMBSCREW INTO TAPPED BOTTOM S.SIk TRACK.I MAY AT LEANER 4F T5Y0 I I. I (SEE SECi10KS AAS0A�1.ICABLii ! EXTERIOR FLAT OF ENO PANEL.FASTENERS J LJ 50%" .. __� ...�. __.l._., _ .vL-.+l__L_�,._L _l OF •L IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM (4). .'.- -,„_ -�_, .,...:„.. _.,. .._.�,.._..� _ MAX. I TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO 11 I r 1 PANELS SMALL BE CONNECTEb TO BOTTOM TRACK USING SPECS - INDICATED ON NOTE (;!) ABOVE. IN SUCH CASE- CONNECTION OF JJ_LL1J_LLJJILLJJ_L J1LL.14,ZCL_{J1LL__IJ_LL,3J1 sL 1J_L1 _ 1 1 I + PANELS To BOTTOM TRACK MAY OCCUR AT ANY PANEL LDCwTON. a. MDx I I SEE NOTEL.- I' W. i_SEE i y��r1� ISLE I- Mln. •t INSTALLATIONS ONLY VALID FOR WIND MOTE 3Wi NDTE } SPEED UP TO 170 m.p.h. S ' (SEE SECTION EZ7 & ALTERNATIVE EZIW ON SHEET EZ1/18. EZlW/18 TYPICALV T OR R - T Tt) j SCALE: 2.887'(MN O�EJW 1/4' M.X. GAP 1/4" MAX. 'GAPS__-..,) SECTION. A -A SCALE: 3/32"=I' a Lti,�,L1 Hr�C(fJ`D4y `yak` EN vp�''• FLORIDA BUILDING CODE Non NI h VelocityNwrrlcona Zone) s r _ o.44167 __ "sD2Q nrrm. W. 24 GAGE GALVtdEiZfD STEEL STORM PANEL -91. *. STATE0 - -- IL ECOtalc.GLOBAL PROTECTION PRODUCTS, I.I.C. ''•.,OMPHUMM 4e00 S.W. 51 SIItiEr BOA: , fi ORl91`,•� r> n • m a.� x,. ,arAu a+ro¢,Ic. n srlee as11L FL Baal 20-175 'ryrF .....• PRO) .NAB: 4Vtb1 of-ua. WedlL (aat3P-?5+3. FAK i95t)BpB-5)9T Dt- w tp G-0005T1® �a a PA ^` ra Ts aIX t+It1111111Nk. iB(LSER A iXJ.IT Mt P.E - 'em 17 G1' to ENGINEERiNG r ENDINEERINE3 EXPRESS� PRODUCT EVALUATIDN REPORT September 15, 2020 N ,ation Number. 17 - R App 66s.1 2 EX Pro1 ect Number.. 20-31543 Product (manufacturer. AR American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 24ga 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 61G20-3.005, FA.C., for statewide acceptance per Method l(d),. The product noted above has been lasted and/or. evaluated as summarized herein to show Compliance with the Florida Budding Code Seventh Edition (2020) and is, for the purpose {mended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions,. Substantiating Data: + PRODUCT EVALUATION. DOCUMENTS EX drawing #20.31543 titted"24ga Galvanized Steel Storm Panels (HVHZ&Non-HUHZ)", sheets 1-5, prepared by Engineering Express, signed & sealed by Frank Bernardo, P.E. Is an integral part of this Evaluation Report.. • TEST REPORTS Uniform static structural performance has been tested In accordance with TAB 202 test standards per test reports) a6T-ASG-17-001 by 8lockwater Testing, Inc. Large Irissilo impactresisffi nee and Gycfic loading performance has been tasted in accordance with TAB 201 and TAS 203 test standards per test repod(s) #BT-ASG-17-001 by Blac kwater Tasting, Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Spars 2. Minimum Allowable Spans 3. Minimum Glass Separation 4, Anchor Spacing 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ ENGINEERI NG EXPRESS, COM ENGINEERING E XPR ESS.0 OM ' LL f P, i s C'LLC (� Y N:X/NtPH'I NIXI V Aee car•J� _iunw w rT I vc ' r L y I I CID' s FJ� ALTERNATE BUMPOUT LR' NDunnrA: ExrRusmns ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used In the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed test report(s), and is accounted for in the engineering 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. engineering drawing). Installation This product shalt be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Product Components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing), Limitations& Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document 0.0. engineering drawing) as noted herein, All suppoNng host structures shall be designed to resist all superimposed loads and shall be Of a material Hater! In this produo's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently Installedshall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside the High Verity Hurricane Zone (HVHZ). Respectfully, P Y• REAlry4 •. 1•. �u Ri, O Frank Bernardo, PE ENGINEERING EXPRESSO' #PE0046549 I Cer Auth. 9885 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954). 354-0660 1(866) 396-9999 TEAM * ENGINEERING EXPRESS. coN ENGINEERING EXPRESS. CON A v ,s r-ERa .,r u b H T3 xul. rIrvN wn- H r 1 V t _ L. _. 'E- zltlt� `,Mc. x�"r �:. •_i F11 i'FL'�; � H ccnlxL;rnaaRWoul+r Bc[rtoN w k CNV ttPC i t _ U'L 91LF VIAtL MOIJfR 3=CTI0N tl ff XFM .:'HR'•Cb - ^P ;ntwnae A f: t u ri L OPTIONALTOP/BOTTDMCLOSURE D AR A r W � " 0 �6 = f,-, a VIOyw� 4 v LU W 1 Q 2 y�PJ^ hill dill t a g B� INMLLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL IND POURED ONCREIE, QQNCCREIE BLOCK AND W90D STRUCK ES _f _ �nNG PpUflEb RETEOR t"* TAPCONCfMIDREiE aLOCK /' i ANCHOR O 12" D.C. f�,t REWraEO. ' -. - I t y 1/4 c TAPCON 1•" �..��14x1' HEX HEAD TEX WOOD HEADER )4s1' HEX HEAD TEK ANCHOR O 12` O.C•_ + J - ,.-,, %REW a,,Tf4" FROM REOUIRE.D,r SCFEW O,}/4• FROM EDGE DP �J j I LODE OF (1J F � 9 tx MIN. 1• tH-.-Sinn• . ___'- _--i I eDLrS( . ��.__ '. _. _... i P/,2 p-SEPAILA11 1 rqw"we wHe._.((.�_-(�.' ' a { ! / GiJS'Pi�'�B TO GLASS, -... __ ALUMINUM g'- '- i _O CLASS, �I.UMINUM POP MB4U13 PDP 'llR ) ( RIVET a tt 9 RIVET IF#. aoL1S, MAX. 1H�- �a, I MAX. - AT 0,P1EIw R g----____{ PANEL LENGTH * McRTS w$ I 1 PANEL LENGTH 'f R u Tip GIfSS. IBA'-SEPARATN3N j �1t{4-~L1MBSCp W 50% IITO GLASS. OF 'L.• B i 36T 1 8 j iHui BSCRREW °I'- I"t R 1 E.. J,v'r. f ETI. t i/4•! TMGOM ANCHOR 4 O 12. O.C. +( 1/4`0 TAPCON '/ EEXX1155ii11ND POUREO 4 i { i 2"X4' wOOD ANCHOR O 12' O.C. 7.'OHCRETE OR `, 'y ' .` I REOUIIND ✓. " CONCRETE BLOCK REQUIRED, WALL MOUNTiNG BALL ILIOUNTfNG SECTION EZ1 ALTERNATIVE EZiW SCALf 3/8-1" SCALE 3/8-1' IrT,�Ukth P1. ¢ .. FLORIDA BUILDING CODE Non N b Velocity Hurricane Iona ` rMIN. PANEL LENGTH S Q, 44 a +rises 14tTx:U, 1. INSTALLATION ARE ONLY VALID FOR MAX, hS.D. DESIGN SHAI.L BE 2'-6' "F * = 24 GAOf GALVANIZED STEEL STORM PANEL PAY sr: PRESSURE RATING 4-/- 40.0 p.s.i. N30 8'-0' MAX �,a STATED PANEL LENGTH. - �3 -- IL E CO tl'fc. G409IU PROTECTION PRODUCTS, LLC. P7Ban 2. FOR NEW WOOD FRAME CONSTRUCTFOM WOOD 'i �,1+ . tORtCi _ -_ - • E cwa' CAMBe. i15t33314� MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ry �`r",,.,a :EL +1. m.vaLl, 4vorNA ez slsu 20-175 4N,V S,jQ • • rat m-we m-roast Filww(aet its+ gt>ue (a5elmaP-e'rsi,erxc kAA DENSITY OF 0.55 OR EQUAL rm: /tNI/II/leI lM[/OAR wdTERaw Twn71.91... P.C. m n-tq Fmq aHTt it a 1e r ALL AMERICAN SHUTTERS AND GLASS `24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERR TO PANEL SPAN) TOP MOUNT(CONN YP, T TYPE AS RE 'D Q ) SECTIONS APPROPRIATE SPAT PLAN VIEW !^ n Ro IE( n BOTTOM MODNT t i i (CONN REO'D) \\R0,391 MAYBEATTOP.'. ,__� ♦ 0:- �. a BOTTOM TYPICAL VERTICAL MOUNT ELEVATION t I NT. G. ELEVATION ®'b ICONN TY AS REQ'D) ZO cz ri ,� -OBSTRUCTION y(. � o. LOCATION MAY VARY NqW' 2O +1 TOP MOUNT AS RE TYPE tiREQ'.D) BOTTOM MOUNT (OONN LTRBX BELOW TYPE AS REQ'D} (SPAN OBSTRUCTION) PANELS MAYBE NK)TCHED AS REQUIRED;. OMONAL'J� -26 STITCH BOLTS WITH WASHERED PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED 0 SPANS ABOVE a BELOW OBSTRUCTION. OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS �. N.T,S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS IHYH4 MIND ZONE 4 a ESSEN11AL FACILITIES) MAXIMUM I DESIGN PRESSURE INSTALLATIONS LESS 'INSTALLATIONS GREATER (PATH � SPAN(LAB1E SPAN (LTwx) THAN IVABOVE GRADE THAN 30' ABOVE GRADE /30 - 130.0 in 6061. 2161 t35 pas 134,0 in _ 606--.'. in --"in _ 236In. +i 130.0fn ids 130A In 6,061n 2.16 trs / 330.0 to 6.06 M 2 161n 4 -55 1 106.61n fi.0$in 236 ,n d 60 I 1t3.2 in 6-09U9 � 253 I. -- +/�S Sall fn C11 In 2.72IN +h70 1 36.41n 6,12 n 2.90 in +(-72 2TAIn 6.13 h1 2.4R IA >YHI4 JC.fYCLJUIt IVV I C9: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS (`F-TRACK• STUDDED ANGLE, ETC.). USE 6.257 0•C, PAN A FASTENER SPACING TABLE VALUES FOR ALL "H"- AND "U'-HEADERS (INCLUDING BUILD OUT coNelnons). 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NETT HIGHER LOAD. GLASS SEPARATION NOTES: I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2- SCHEDULE IS REQUIRIED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION. BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN A" WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQU[R81 AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 R UYREb. MAXIMUM ALLOWABLE DESIGN PRESSURES: - AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER E ARA E EN WEER NG N ACCORD NCE WITH THE SEPARATE P T G 1 1 A GOVERNING CODE PRESSURE RE IREMENITSAS N p� DETERMINED IN CCORDANCE WITH AS 7 AND CHAPTER 1609 OF THE FLORIOA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALU ES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES: a 119:1 m BEEN USED IN THE )]ELT ALL M RESPONSIBLE 1I5 DESIGN WHICH ll TALL f!E REQUIRED IN JS CONTAINED CALCULATIONS AS BASED ON MAXIMUM TESTED Y BE OJTERCHAHGED AS FIELD CUNTEO VERTICALLY OR I SHALL BE EMBEDDED TO ALL CONCRETE ANCHORS PER TO INSULATE OR PROTECTALL 0 PREVENT ELECTROLYSIS• AL DATES STRUCTURAL DESIGN AS N BY CANTRACTOR, tt. al. YGI VEER FOR ALL COSTS DAMAGES RE6U LTwGTROM HATERIAL TRUCTION PRACTICES BEYOND THAT h FEDERAL LADES N FROM 'REIN NO ADDITIONAL NTENDED .R MAR%ING$ TO THIS DOCU NEWT IS CERTIFICATJON. IELED WITTA MINIMUM OF (1) LABEL VISIT ECALC OIS1543 $r� F R3--3 Fl C i T 9 1 IN ,r i � I ••Y-11 ,I {� r YenGOMBTOPE FOftALWT,ONAI PLAN! MPORiBdI®DWCe4 T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT y m g ! L s + g. z Ha + •IP HAM, F a' 23' 24" 4S Zr 1Pr (1' 24 2T 26" eNEdou •U'Hoet+l 0" P D' Zr 24"- 2B" 22" 24" 0' 24• 23' 26" ~ 2XBa"U" Hied., a' d' 2T 24^ 24" a' 24" 23' 29 2.66 SA 23' ' 21, 11" 30" 31. 11" 3or 23' 3O' TV 33" WIN. t"F Tivok 24" 24" 2,C W 4W 24" 48' 36• 5a" E TMck 25" 26' 31" R". Sr 30' 50' 75' Sa" 31• 55" O fAW B 2Y 2Z` 22' 11" 2V W 11' 29' Zr 24" 11' 31' [ixad. Moult aa' 24" 24" 314B" W2e' 41' 24 46" 0^ 24" 2-• 2a" M "F TTack 2A" 24" 24' 3D" 46" ?XY' 29"' E 24• 4W 30, Sr SW R 23 23" 23 11' 31 11' xr 23 3a tr a3 "C Tndi 2r 26" 2B' 33" S'Y' 55" 31" S3" 28' 33' 33" Sr COtiDm9A'S ATTOP OP ROiTGM. PAN¢ 1EfYGTHS.!@ THAN i11PBB ACTED 1N FABLE AEDVE ARf NOT ACCFPrAALE En 2. NG SEAMATIO# M MrtASa 15 ACQUIRED tYHEN'RAIiFt LtNDrn 1S GRATEA THAN THATNOTEDFink RESPCSTtYE MOUNTING COMNNATIPN A60- 3. SLOE CLOSURES REQUIPEa NR ALL BVILDWF MOUNTS IN TA9.E AtXYVE. WHERE SHOE CLD". VAMARE NDT UN USED BUILOOUT HWJNTI CONDITIONS, JIREP SEPARATION FRG" GLASS INL •F C4 4BE PER OE t� 4. T ARPI. ES arnH zzaiws'm PR wOHOur Srn[H ePLrslaND xeoa Puk?ES, a emH WITH wwEL 12A- 6.2 FASTENERS AP DA T 6. C. PA QO5UAES.pBtt S RNGT l U i t P TPP BOTTOM DETAIN3b"WNGA SOIJNTI A ITT SHIHIN OMt#NO LPER PETA3L'K-I. USING NtY MO4WnnG tVNBITtON 5f1OWN rNYHETiE P0.tWfNGS. h M I to ITC a Ik rALLEa MIE1 5 >E MI)P FAOM 1NiER10R ADJACENT S W PANEL fe Q SII EI BOLT OR MACHINE SCREW YMW 4-OwHOLE -� eY M•I NUT 4 WASHEREDWPNfiNUi WJ IN6IPE PACE Q_ - _ --. - T1OPTIONALINTERIOR FASTENING DETAIL L_ N.T.S. WINGNUT9 L Tii0,G (COnNeCiS BeITOM fYg3AT EXTRUSION RAD)K£NT'; PANEL) yy 'aOTTOMH INYPB n5 12AS COT PLOD rr�r. M OPTIONAL EGRESS PANEL DETAIL iMTERI4R "Jet ING 0.09A' t'-0,060` 2.250" JEA„e 2.250".-a',060" o 7sD" pp� yypp11 . a ' � aw uN u.c:. 625 0:094" "8.125n O.a99'' g. 0,125" PT0394" TYR TM .D448 -0.3 0,094" L. Li _6gg B _ 0.062" In W $ D `v0.D62" .. o^ -t.e " 4, .I. Tom. 1 93 3O :L� 0.125" U1 0.375 D62 D. z E I r D062" T P ._16 � Y DD z.aao 1.3s. •. 250 -I " �-- �� ,030" � 2 D00 t w 2 1.180" �'N"HEADER 3(�J �EwBD-D /`B\SIIA/N�LE<�� 3 3,380"MAX. 7 :0.3t3" ' 1.51 1.56i7"lam-1t.5fi0" 1 510" 0.365:" ,31qa"55„ D.376"" R ..ppL Q.655 D.i9 ��33' I -12.5W'PANEL COVERAGE 0.179' [ " s, p� ii� ;, ry+ 0.524" 0.250°I �0.050" a ..• p W 14,675"PANEL LENGTH 3S I L[G {D, 545 SAD" + LIDO 4 D 111 DE2ECT ON T��D,O90" .0.o9b'�xwYre+ri, 0T 215'-� d•215' o.OSS ozi o". RD 135' .NOS' N TYP. 0.700" p, D.090" 0.957" v BLILD-auT "r TRACK IN 1R"7YP. n I B "F" AN _ TRA a " x W -ERE3 Yn NCWT R iL _ 0.313" M1t-r P, ..'P - M. E LEG d W III[�rjLa�. DTA <TiDN F TI A X ­1LLL41 t Y^-3.aDD":O'.Iry2�. RP/ERSED {{{LLL rd>� fl.�� a +� U it ru.ili "F' xNlffiE - TfiACN [EXTEN�07, Z 3 " qZ y I S Yl ^n 4 ry ct v [ .zxT[P. W OVERLAP 11 �2S"MAX. DTi�'.{[ 4"MAX CDRNERCLOSURE-AL 1 jyg 9 A MAX f net.25" MAX. a L ti I• ti.E Fnn LLU rtJX r. n Inn BUILD -OUT i n`:b. rrcln-'Tr G' O".3 RWr i.1. - :•.T'•dJ-"+'R':.YT-fFn' O S ANCE r1 I Q EMBED S,DDD" m >r 1 .Te .J.P sT .F tseE rJ HeT,+s 1F•.x OVERLAP Pu�Mi u,w. 3.820" a = ,_Ly MAX...'1� N '�.25" MAX. m $ P3 Tso N ' MEN. W St TA MIN ImD Lx Y IP F Y �,�11 r.F'3.L ^CORWERCIDSURE DETAtt �: U� EMBED /1TRAP MOUHTCLOSURE DETAIL O R^r...0 9q 1pp1�� F II.T.S ANCHOR SPACING SCHEDULE:. 24 GAUGE PANELS„ PANELFASTENERS Q li S O.C. JP EMMA ®D��®I�II�IIJai®II�IEY�'i ®` ®M8'1®'®I� _ -� � • ° EIiSs®ei',6'J♦XSS�®�L4aiI�iPJ® ® -®® �,//,!//i,J//., //lam �Oo//�%���/Ji jli�//�����iG�% Pne_r ���®tip' '��• ®®Eb. ®rliA ///,�/.I0Li:Y'�GB.E[////f ®0.'iJ:L'iL'Jt/!.%% tf�I O/jI0MfflLI %////� / ®I' • Jam'• • I�®®�®�➢ ANCHOR NOTES: 1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHAU.APPLY 2. ENTERANCHORSCHEDULEBASEDOINPP NEL FASTENER SPACINGT E EXISTING STRUCTURE R H MATERI & ANCHDRTYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAM.S ELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE) 3;. "PANEL FASTENERS' ARE STU DB USED IN CONJ NL71ON WITH ALL MOLJN77NG EXTRUSIONS (P"-TRACK STUDDED ANGLE, USE 6 25 O.C. PANEL FASTENER SPACING TABLE VALUES FOR LTC.), ALL"H"-AND °U"-HEADERS (INCLUDING BUILDOU7:CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. HOLLOW al CK HOST 5 RUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 5, 4 H T 6. MIMMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7. MIMMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES 5TLICOC, FOAM. BRICK, AND OTHER WALL FINIS HIS WALL FIN15HES SHALL BE LIMITED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRACKED CONCRETE ONLY. 9. 'WHERE EXISTING STRUCTURE IS WOOD FRAMING EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD: FASTENING: TO PLYWOOD I5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4^ (MIN.) WOOD. STUD (W° EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING) WOOD'STUD SHALL BE `SOUTHERN PINE" G-0.55 OR GREATER DENSITY LAG SCREW SHALL HAVE PHI LLIpS PAN HEAD OR HEX HEAD. 11: REMOVABLE ANCHORS ARE: DEWALT PANELMATE ALL POINTS SOLID SET & BRASS BUSHING. 12. MACHINE SCREWS SHALL HAVE 1/2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE ETHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. I MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, I5, * DIRECT MOUNTING CONDITIONS. Ill. LINEAR INTERPOLATION 15 NOT PERMETTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET () (V c- (n Ca OC- �.. U L CDQ � O O C .� Ca U - im - O (� O O O W^^,, O C13 LL Q .� O p .Q .� �� /JU� V Q Q cYa o a Q Lo ICU l rn <b Y � > > a-� L I C W v / O L ., O ^^L L.L U ■IAA. ICU W cW C Z Z Z J SHEET NO. SH 1s5 �P-97o7 11 Ilk �btx}f S�^S � ��1193�syF� Lennaf 4oi�l it ) too F-XV- Is T�L El