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HomeMy WebLinkAbout6537 Back Forty Lp3 d- rn L0 0 C7' 0 a 0 L0 0 0 J M CO 0 I i J <c rn L0 LO v CrD LO 0 0 J NO 0 I i N LO 0 L L0 ;v 7 O Q rh 0 i a E O v c J 0 0 0 L 0 LO 0 0 6 EL- N LO U 0 d z rr w Q m 0 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV orAbv. Above FLR or Flr. Floor RAD or Red. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G,T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd, Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y. P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious FI h MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u,c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3- PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. IF-77 E:1 El F71 M Ej M -JI. 0 0 194 LL 1 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. c era- ,o d -a N o w s O N Of O IO 3= � � 3 � y a� a m UJ �C•� ? e o o N C, ! �1. E � u Z_ p jx Or�� •f 4 �� d 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, o tf a 3 0 N C) m n W� C co r 0 M N 0 J N M 4 LL C -J LL W co LL a O 0 Y m c n Y @o o t W o m ow rn W � m J Z LO 00 Cl)Z d riLL < 4 Z N O U V U _:: ;-.„ W Z N (7 o o Z pip N Q v — rz � N C N1 CDQi 0 4-1 � C6 LU IJ m 0 L. a C NM Y �N ) U 6 LU U o W I QCD �® • V ti W M M _ O Z < � U_ zo Zo z® Q a 1= U o� wzco ❑a oo C::,❑ p ¢ Z It w o o - ww XJ (n ra 6 C ¢ o 0. m O Z, Z m� maw 00 �z g z W cn 11 a �LL z CIS o W ` �< 0 ° 0 �o = >� LOrn M Q 0 J LO � v J >,. N m m � Cam` , t co LO T r � j CD z E c m m 4 Z E E t6 0 Q Q J a 0 _, JOB NO 4 23-06131 SCALE : AS NOTED SHEET NO. C� 9 ti�in1I11 v v rn LO L0 Cr C U) 0 .a Ln 0 0 0 I N Q7 lD L0 O 0- C) i� 0 0 0 I M / N Ci L0 i L0 v 7 fCr 0 _n M [V 0 v a E 0 x `v J 0 0 0 J 0 LO 0 0 a N 0 Lo 45 v 0 0 Z ¢ Z W m S3 65'-0" OA S3 25-SH EGRESS m 65'-0" O 25-SH EGRESS BEDROOM 3 8'-0" CLG. CARPET I FERGLAS' I SUB RROUND I I I _ tB ca TP _ 7 I 8'-0" CLG. --TILE-- o z U)o W � cc 2668 HDR AT 74" - - - _ - -- 10'-10 . 5 6 FOYER__ _- 9' 4" CLG - TILE; 1� (3) 2x4 #2 SPF w/ K l DTT2Z @ BASE - I n 'wI I X11-i. U I�VQI K 33 ,-EDGE OF SLAB 2" BEYOND WALL 20' 8'-0" CLG. BUILDER TO PROVIDE 2-6-6 APPLIANCE PROTECTION WHEN REQUIRED PER FBC O W.H. VERIFY LOCATION �•, ELECTRICAL PANEL VERIF METER LOCATION WITH BUILDER 2„ o H �- d BEDROOM 4 l 8'-0" CLG. I CARPET ��IIIIIII'llllllll'I� zR • - t 0 �.: D S:3)J NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. 1 I I I I I l I I I I I I I I I I I I I I I K TYP @ I I GARAGE I I I S4 OPENING I I L- - - - - - - - - - - - - H.B3'-0" 15'-0" " I. 8'-6" A S3 TYP @ 1 fn STORY U) U)WoMO W HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 J S.H. 13 20 X 38 18 7' X 3711 S.H. 14 20 X 50 181 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 18JX71J S.H. 1H2 271/4X26 26X254 S.H. 1 H3 27 1/4 X 38 J 26 x 3711 S.H. 1 H4 27 4 X 501 26 x 50 S. H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 4 X 38 J 36 X 37 3/4 S.H. 24 37 4 X 50 J 36 J X 50 S.H. 25 37 J4 X 63 36 4 X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 J 52 7' X 371 S.H. 34 54 X 50 J 5212 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING o BLOCKS EVERY OTHER COURSE rb d o - O f � 00 v o� FLOOR PLAN General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min, of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET H 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 MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED ELEV-Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4"=1 r-0rr (GARAGE / LIVING) c013 N C" O >"J W � o J ae o W c M .o m x cL" a- y R O r- N .p VQ 6 w N i 1E J= d c o T E 0 0 a 0 ,f 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. v EE Q O N o d r M W a co <r N u- LU LL a LL LL W Z =�o o Z u7 N z Q LLW021_ ' m w 3 C,*,ti O U ¢ L) ui ❑ ❑ N M O O QN O Q Q (Z � U J OQ) 0 � � o � a MLU ° U O-� w g uss �N v C) o N U) C d � ts, 0 0 J w Z LL E w z o >m E_ 8 o zm o a F� rq� 0o a �' E �< �z o< rZ -w a t ¢o v> Q �a om W g m Zo m J ¢w Q� O � zz GO O W VC. oLLLL ao az o� �3 WJ V �w olaT� �O 3 °O I � O J LO LO m Q CL J LO o LO o C:) Y Q m Ca LO L O �, T QI ,-d V- co ° N U-) r L0 r E CO c o Z co z E O v� U 0 a Q p JOB NO: 23-06131 SCALE : AS NOTED SHEET NO. 1 '. 1 F, -I111 1 1 . 1. ,gJ 1111 & , "A t 1 441 I;: �. 1. i-- I I I , I - I- i - - -II -SIT S - I - - - rn 3 S J rn L0 L v _ v' C/) 0 Q O O J fD 0 I r� _ J Q LO L8 `v LO r� 0 a 0 0 J M tD 0 I M / N O L(� / ff� i v V) 0 C, 3 Q N 0 a N E 0 Cl- J 00 U J t7 0 Lo v 0 0 a 0 43 0 Lj 0 Z W s m v to VARIES, 2" LESS THAN CABINETS BELOW I le MIRROR VARIES / w Q MEDICINE CABINET o0 ILLz 0z O > N > r i co co M co c KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET TOILET PAPER HOLDER CV FIN. FLR. KITCHEN O 00 O iM NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD TOWEL BAR ON BATHROOM WALL 0 o `n lct o M TOWEL BAR IN TUB OR SHWR. SHWR. o VALVES SOAP DISH q BATHROOMS, SHOWERS AND TUBS 0 TUB DOUBLE RODS YIE SINGLE ROD CLOSETS / LAUNDRY 0 CY) O CV 0 OPT.' REF. 0 KITCHEN BATH 2 16" FOR LINEN 12" FOR PANTRY O n 60 4 MIRROR LLz—. Ll JzL� I OWNER'S BATH INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT 0� BRACKET 36" H BASE 0 o FINISHED CABINETS COUNTER TOP 30" H BASE o`I O CABINETS 00 00 0 o r `1 10 0 2x T a' L9 r 00 r FRAMING ro O O Cfl _ r 1 /2" GYP `Y' CV _ "? N BOARD FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" en N N Cn m "� O O W a G cdmK N f0 O •- y N O lL6 as 6i cz 3 i N e0 T w fl G � O G v i O .r. .E JU 0 '4u RN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Nid�„s. U V N N UUUOr o c m Y 7 C'o mr 0 xk u_ 10 v , � w �- Z C C ZS V) '— NW cfl > O 0' d) ,.� Z00) N Z Q (y M J r OU U O V aMi N c7 O 00 W co z O Q Q N z N0 +J U, V 0 LU N ({V)(—+� c LU m a e I z� lI p N U)I C M® w C M Q � z ce C g 0 ¢ N {Z O E_ Ow w= Z® o� co o U �o �U z a E 0 '0 a< z oa wz L coo O �J C Q O ¢ y m 0 o ¢ m om aw 20 T > > w� az m w m ¢ ¢ O z 1 � r J w = F 00 0 = > Cp J LO LO 1-- L 1-1 co � � LO LO 07 O 00 O V _I U) CN m m � QI O �--' C LL h p o O m N � LO T LO L 1� CO �' 0 Z m Z vi E O cc a E 6 c°� JOB NO: 23-06131 SCALE : AS NOTED SHEET NO. 2 a d' rn rc, L0 O C/ 0 Q 0 rc', 0 J rM CO 0 1 N _ J Q, LO CC) d v cn� 0 L0 CD J M CO L] I N N') N L0 L0 L] li) L0 7 cn� a o Q r� 0 i a r0 N E O _ v c J CL C O O J a, L� r� 0 a� 0 0 a M CV N ai 0 0 0 Z Q Z cr w Q m T.O.M. _ HDR HGT. o TEXTURED 00 00 CEMENTICIOUS C.0 FINISH ON C.M.U. (TYP.) —� F.FL. _--_ SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS i N El 1L—:11 El FE71 1171 [E7:1 D F1 F 00E]EEIE] 16070 OVERHEAD DOOR 3068 1 V-0" RIDGE VENT 12 5� 12 �5 ---------------------HEEL T.O.M. — HDR HGT. ----- — TEXTURED 011 CEMENTICIOUS FINISH ON C.M.U. (TYP. ) — _ F.FL. --------------------------- FRONT ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1/4"=1 r-0" RIGHT ELEVATION - Al SCALE: 1 /4"=V-0" 3'-0" REV. 09.24.21 Cn N � O N c o '�►+ Uu, v an o J C" — m N A O L N O O Q CV �t�c 3 W 6, m c c 0 ea W C G 9L1:•go T C E � O rZ v 40 O i3��q,y'/�}��t���,'.�� C' C"111 •a' sF L s ` r�f�pp�rt ��aeaa�c+a>���� 4 E 3S S o 0fE�si��f�La�45 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. �WgSSSSS,��lr, Q M O N t1 vo V 0m O 1-4 1-=1V 2 u N S J C J 52 W J LL LL W o_ c � Z 3 w m � 0 4 ! o O Y 5wc� t— W tn�O'a' m w Z M Z Q J f�i,�/1 O U U O 'sM= _ e1a4v. M O Q Z m QQN z O Q Q Ln n M z o (D W `o cn w � m U 0Dulw o L N� 3 N06 v i U o N 4 0 N CJ J W M J O , Y z Z ti � U- zo Zo za 0 E U w� oa o E 2, �< 00 g< a� wg Wz i C¢ � � <o �U mo a¢ Z� z J ¢ 8< z z go W C <.1 z _� m oz =3 JzMj o3 C , v 0< d 0 jLO ' ^ u i � m ca CL (co O L0 %sel O T v O m m LO +-+ o a-j 0')m L) o O _I M CV O*) L.n n r � U') 1— E C (O o Z Z E O N FL E U J Q C J JOB NO: 23-06131 SCALE : AS NOTED SHEET NO. 3.1 r- - SHINGLE ORTILE ROOF PER COMMUNITY SPECS ' INSTALLED PER 12 MANUFACTURERS SPECIFICATIONS - TEXTURED CsMEN000UG FINISH ONC.M.U. (T/p) ------ 4'OFFRIDGE VENT EXTENDED OVERHANG TOB CENTERED ON DOOR 12 5 TnKA (2)35SH 35SH _________________________________________________________________ 14'-0" RIDGE VENT Al— SCALE: 1/4''=1-10" 12 12 SHINGLE ORTILE ROOF PER COMMUNITY SPECS ' INSTALLED PER 4'-OU" RIDGE VENT MANUFACTURERS SPECIFICATIONS -___ 11-011 TEXTURIEED IT CEMENTICIOUS FINISH ON TEXTURED FINISH ON C.M.U. () U U | F.FL -___ _____________________________��__________________�______________________________________________________________�-�________________-___- — REV. 09.24.21 ers CZ cc CL CLI CD Cj im cc owtv Lo To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C co =1 0 Cq W co IL (D un Cz (Ij CD 4-1 Q) V) Oft LU co Z. 00 z tT zz 10 LO LO co co 04 co ca JOB NO 23-06131 SCALE : AS NOTED SHEEr NO. 3.2 2" *NOTE: VARIES 1'-10" 12' CAP CAP iv 1" RADIUS M cv FOAM TO BE USEDONLYWHEN -- 2" REQUIRED BY 3 1/2" RADIUS 1/2" RADIUS— N %j 1 COMMUNITY iv 3/4" RADIUS 4 1 -54 ""� c®►� SPECS. IF NOT, •— `0 DETAIL TO BE 1" 2" OPENING VARIES 2"2. 1" 1" " > 0 BUILT W/ STUCCO. 1/2" RADIUS Ca. C o 1" 4" VARIES 1, p. i M " 71 7 rIN N EDGE OF -oCIO 1" OPENING VARIES 1'-4" y ® - 1 VARIES a mom`+ iv 22' 1 a> m c� 12" VARIES 1" 1" ao �- c c c N �TN 1 1 -0„ 1. i c1c cc 1 1/2" RADIUS d u 41" 2" 4" _ 2 1/2" RADIUS 1 3 34 4 in r d u � rIN CO MIS rW Ch VARIES 1z" CD 32' 11" 32' iv � rla ,,, 1" 14 BASE BASE r SIN 3" 2 2 Mlv 4" 4 1 �� 1 . 1 _8 3" 4 N • I I N 1' 0" cfl N 11o 2 *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF k.1 24 • OPENING 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, J 0, the structural plans and specifications contained within these c� drawings comply with the 2020 Florida Building Code - yyy4" 10" AN Residential 7th Edition. Engineer's signature and seal is only for rnl 1 the structural engineering portions of the drawing pages bearing 101, 6" Engineer's signature and seal. 24 N `-3 4 Mf Q O N Y C7 o 0 N N 0 fn n � O _ -ED o #. Z —ate a 1 0 3, JCo N 4 6, U) W W in r rn � 9 O oo p - Q Q Z N M Z co 2' cV 2 4" 3" 2 2 N rM W Q O > > Z �v J Q 1-1/2" THICK 32 0N m oil 2ill 4LO =1N z N J cn 52 1" 7" 4" ul 1 5 52 M 54" 1 4 3" c� z CIDUt Q IN N- p CD U _ a" 1" Jill VARIES VARIES 0 U, g N Ly N 1� cn co 2 N CV c L1J 2 t— J. m'••. o > VARIES VARIESCli - M Y ®® LOC�l I • Q 4" 8" 1 „ �11" - w o 2 �� M 3 = m o¢ < _Zo 6" 4" KEYSTONE F11 0 KEYSTONE F11 ''_E w z 6 cu 04 �1 OPTIONAL OPTIONAL o a 0 Cc<o w I— ro � 0o W _ _ \ N N oCIL oa o 21 44' g" � a a Z 44 3 S X 3 + 4" GARAGE DR. OPENING 4" L3' 4 4" WINDOW OPENING 4" q" v, Q N 1 -p' C: o NOTE: ai a w M � z ar � • INSTALL OVER STONE, TYP. z<o N VARIES • FIN. TO HAVE TRADITIONAL 2. N w o LOOK &SMOOTH FINISH m 0 E , FOAM/ EPS MATERIAL IS w r ACCEPTEDco 0 E NOTE: 0I< _ • FIN. TO HAVE TRADITIONAL LOOK & - SMOOTH FINISH 14' 1'-64" 14' 12" 2 1 N J 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1' 12' S4 > (0 i T-8" 7" ^LO L a 4" T-0" 4" ' Q cc 0 c 1 10 1 4 10CID C) iv v L 00 N CD ;1E�` 0 �) (V Q J O T_ O C141.. N m co LO \ I a T— p ILL '0 v N O TCIO m CD LO N M � r LO U') T N 00 O IT N Z E O N C g a `n �Q� 11 0- U � Q p a; 12, JOB NO : 23-06131 JIMZ SCALE : AS NOTED Q SHEET NO. LLJ Z (V SIN 1'4" 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH 0 I i - - i��---.L:It 1. VL 1 'li 1 i: ,: I. .>i 1J. -- --I- 1-i I 3 J rn LO v r) 0 O 0 J M Cn O ml- LO N Q to v f� O Q 0 O 0 J P7 CO 0 I N LO L0 v Cn/ C) O Y 3 FV— Q 0 i 0 a E 0 a 0 �o U J 0 0 0 a PM CV O LO 177 0 v W a Q m CN ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.WEATHERPROOF DUPLEX OUTLET P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET h 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 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) I{]eD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH C`!rJ ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 01 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #S to Range 00 #6 to HVAC METER MO 'F 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IlDisconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING =1 #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DISC e MA C.M kIT PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE t HOOD PER SPECS U.C. OUTLET M U.C. OUTLET - FOR DW ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 12 A- - FA0 RM \ S \ \ ROUGH -IN FOR \ \ OPT. CLG. FAN/ GHT PRE -WIRED , \\ \ BEDROOM�2\\� / E ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE / '/ E B E D�IbO 1�1� \ 1 \1� ,l S.D 111 A ® 111 r5 oll -_�-ate, 3 rwrYYH�sI4IYMYYr G OPT. _ D. _ — — — — — — — — — — — 7I I I I I I I I I I �-- V,/& C . I I I I I I -----------J RECEPT. FOR ALARM SYSTEM — _ \------------ I ►� I I ►► I I � I I I .GFI _@ 44" � I A.F.F. I GFI FOR I GAR. DOOf GFI 2 CAR GARAGE i I I I I I O I W.H. VERIFY LOCATION ELECTRICAL PANEL �4� IRRIGATION _ _ _ �� �11 GFI @ 44"A.F.F. VERIF METER H.B. LOCKION WITH BUILDER 16-0" GFI ' I ENTRY I I ELECTRICAL PLAN — ELEV—Al SCALE: %4"=1'-0" t1n Cv Cam: 9= M C= W L p N R G 1 {gyp I!1 d J u r c v C C+ G � �U dU Y O M N 0 N M 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. m W A 4 ry 'z E uOj N N CO, O N v N O 0) G ID H �cN0 "a a . ai r» w _ J d Y U Lt. ILL. Z O t my 0 `< Z) m w W W o ohm m W2pj6' K z LL w o m o w N C7 Z U H V' (0 OU ❑❑❑ yr�s' W U M o 0 Z � N Q Q � Q J � U) un z a �-J U o cn w m OLU o C) LU 1= E ulq U O N 411 N O o M J ¢ w Lj- E C6 E E U �o o z >� zp z on H t0 �0 �o _ O O E < p w Z L z a wZ rn 3Q p U W '0 Z m J moLL mo ¢w q� W o�Qo w a z 0w m <� a= =3 o J w< �o M =1< 03 °O = �� J LLO m rn r--� I— L � LO0 L / IseU)o J O M W m O LO Q U- M I0 U N m r LOr r LL0 LC) T N E CO o Z O 2 m a E U 0 -0 �' Q 15 � JOB NO: 23-06131 SCALE : AS NOTED SHEET NO. 4 I r I- Get-T ' :; —F �Ii -- T t I -- --- - — T -Ifl- V-0" ROOF PLAN - ELEV-Al SCALE: %4"=V-0" e*a - e� O t- tV O: co 4=3 9 W ® O c.i C1-. O co k Lam. i C a N F O a - in -O /V t N d O CU � d E L c CC eo y � N � T N =- C to O a. O AAA S?x99 ° / A � �•1e NX Fq tr° a � e r or<';, s i°• � �'����,\��, Epp'' �sss 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 seat. n W A , v CD O co O a00 C N W CO N O a yk LL N °'Ma @ U- U- �` a V Z_ J a d Y W $ t y O O OD O r LO C7 Z man, Z *�.x N O U U O 1�42'd• Ati �• El 11 Z N M O � Z O Q J r• N M Z C —1 (1)(0 O LL 1 l T Vi LU 0 U o w VOa U LU 4� ��� r— m r• S � � z�` U o N C co �® Q v°D 0 N O) O CO Mo J J �i W z 4 LL Q O E U o o z wz Z ry z B oa FcofLf o ? O O [ O C CO Q < 0 Q (o Q zz W z � C 0 z m 3 m ¢ W 2i ¢ �< Z go a W CO m w � ao z r az w =3 H � O ' Mi M v zla d 0 3 .0 O = O J Lid U') rn Q � M :3 O O r / Cr 0 O m L T— <C O L.L. N 0) I O m O � 00 N n Lo r `M LID1'— C Z (0 Z 7 E O N N d U -j Q p C -j JOB NO: 23-06131 SCALE : AS NOTED SHEET NO. 5 I I I I , � I,F I , I I I I I I IFT 1 11 E—, ul i i cd r< , ------,TT-_._ - _, __ _I I r.__ - -r r =n =n LO 0 fn Q 0 O 0 J M O I N J r LO i v v 0 LO 0 0 LO O I N M Ln i LO v 311 4 D7 Q 0 i v Ca. E N E 0 v c J CL c 0 0 J N L.L 0 LO 0 0 Cl- C:, ra rn 6 0 d 0 Z W Q m 0 C C v 5-4' 1 r g8m 3' 01 H.B. I 5'4" 5'-10" A TYP @ 1 STORY S3 U.N.O. 3'-10" J, 6-0" 6-0" 3'-10" 2-106l" 5-1 ih AC PAD y HVAC CHASE BASED ON I �� ■. LOCATION 1 � 16'-0" 2r-�rr 6--10". 0.1I :: r : � � 11�{,I} 01-01. • ■ -3 1 /2" L M S3 �� 1 rrz _ _ _SINK / DISP ��-1(--1�-- , ; ; :: I { } :: 11? C:, A N o S3 LO D.W. 111 II II III ::T I{ 1 S3 io T L— — I L---_ALL IIII 1 JI—J� CHASETOISL�N�D=_ -- ?: I�( �� I %I i I TYP@ 1 STORY U.N.O. ■ — _\�—�—_-- PROVIDE 1 %" RECESS L — ----- �— ---= I=rn I II OPT. C —r-e� C — CJI — — — ■ STEPS AS REQUIRED C' _ _ I FOR SGD. REFER TO _ _ __ _ _ _ _ _ I:: Fff KITCHEN ISLAND III REF. 1: ; ; :: • ; • • • • • • • • • • • • • • • : . • • • • • • • : ; : • ; : frr I 10'-104 PER FIELD MASON'S SLOPE FOR LOW WALLS III I* ; o CONDITIONS I \ \ — — — �� I _ 4'-0" ( 1 16'-10" 12-10" o \ INDICATES FILLED CELL w/ 3000 PSI �� :.... rr — — — — —.— — — — — CONC. GROUT FROM FT. TO BEAM ........................:........ . J. " • • ' I W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3a0bpSl CONC. • . • • • • • . • • . • . • .. TOP OF CONC./ PAVER 0 BE • • ... , . • ' ■ ■ ■ ■ `■ (2) #5 REBAR I TYP @ALL PLACES SHOWN SLAB FOR HERTIDO 0'-0" FIN. FLR. 4'-0"11 4'-4" 4'-6" VERTICALS wi in 4" BELOW HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY FILLED CELL I W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI CON PROVIDE y2' x 9 %Z' C STEEL" SLAB OVER 6 MIL VISQUEFt4 RECESS FOR FRT. OOR ih SLOPE I VAPOR BARRIER �� 2'-6"x2'-6"X1'-0" FTG 'n I M -4" I S3 o 25'-108" 9'-5$" W/ (3) #5 E.W. 4'-4" lO I W-N-� _ •.... —------- — — o q I— CJ CJ � � \ .. I • I K �(@ — — (2) #5 REBAR CO S3T S3 I VERTICALS w/ in TYP @ 1 STORY I �ri AHU I FILLED CELL I 2'-6" x 2'-6" x V-0" U.N.O. = I CN : • I : t— W/ (3) #5'S E.W. _ 12'-6"x2'-6"XV-0" FTG G 2 #5 REBAR W/ (3) #5 E.W. S3 ; • L J I I I (-�-1 I SLOPE 11•1 �, VERTICALS w/ in FILLED CELL i — T;1. ................. 1 OPT. D I I I 11 OPT. VW 11. L — J I Lf 5'-3" 1'-10" 3'_g" I 1} I `� `I cn M : :,1 j a CN ■ — CJ 1 CJ I — CJ 1 ' 2'-743" 7'-11" 1'-I ". ' EDGE OF SLAB 2" BEYOND WALL N I K � J in N `�' T S3 r M24 S3 35`•-4' 20'-6" ■ I I BUILDER TO PROVIDE : O 0'-0" :: :: : 2'-6" APPLIANCE PROTECTION I WHEN REQUIRED PER 4'-0" 12'-1" _ _ FBC (2) #5 REBAR CO /�W.H.N � VERIFY LOCATION VERTICALS w/ in i -F— ELECTRICAL PANELC? � FILLED CELL -- r r r• r r r r. r r r r r r r r r r. r r r:r r:r r r r r r �r r ■r ■• ■r ■ ■ ■ ■ V-6" L 5'-78' A S3 TYP @ 1 STORY U.N.O. 6' 48 6_0-- VERIFY METER LOCA ION WITH BUILDER 15'-0" H.B3r_Or, FOUNDATION PLAN - ELEV-Al SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. if FOUNDATION PLAN . 'X , 1 1 1 v --j z j- LLJ cn CONTROL JOINT DETAIL SCALE: 3/4" = 1'-O" a \ ro + CONTINUOUS REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER ' BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. —Alternate: - The reinf. bars shall be Y • „� \ ,,' • \ cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C" o N � C" OL Y d rs. CL. C12 cc =�aoX Q N = W y.t+ Cry ? O 4 ej ` d ' d cc � CC c. o R 0 C, .; •�, tryy u � lec e F p4gce !e 4 !i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W r I+ d' E ONOM 8 (V 0 rT O C ccr 0 0 .�. N M r���g J V C3: Q I n C J W J LL LL LL V — 6 d Y .�, C V1 L O� 0 ' W o W ?A Z C)2r— M 0 F xn N f7 J V Q �U Z �a. W v ❑❑ M Z N M O N < J CL N M z �N � o LL w O V w o L✓ ���) f/J F— s— i r 8 w � z� o y m N m o J w Z a � cu E E p V oLL z Za oa to a �0 w r Uo O C b E 0 Q p w Z d Z ¢0 Y co C:z<z a S U mo Q , z maw 0m � z O Q T � o < a �F " m � az0 =� o w� �o Will!0 v z�a ¢ 03 >� J LO `V C) LO Y / CN LO 0 �..r 0 „- co O I � o O N � � m c� LO c r t'•—coT _ c CO 6 Z z E O aL`�i M ca a E U � 'ap � JOB NO: 23-06131 SCALE : AS NOTED SHEET NO. 6 I �,.___ n — ` ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 1 -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: %s' EXP. 1 (2%6) or 1V32" EXP. 1 (3�/16) TILE: 1V32' EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7Y2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" 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. rn 3 -v J Q rn LO L0 ;v LO v o- 0 O O 0 M CO (D I r'7 Q) LO L0 `v v V) 0 O C) O J 1`r) C, O I N M cV 0 L0 v V N O .G rn 'i 3 Q N 0 In In_ E s v c c n: c 0 0 J 0 r14 0 LO .}3 0 0 Cl- LO 5i r 0 IV W 0 Z W Q m v N " a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)1 Odxl-1/2" HTT5 5795 5/8" ANCH. /(26) 1 Od x1-1/2 K HD3B * 3130 3050 1 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 wl (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 1 Od x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Old x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 1 Od SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Old x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=V-0" N - o N Z CrIll W i L O 0 m x ai G- 1 N t h N L a a °7 t c O yr R Z.. C" c:r_ ,� . <a 3 ca u w d to Cr c � a " 0 p111k. c» CV ^�;,o .o..., CP rr, 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. r # e N AN E O M i 0Uj u Y/ (` J M O # W x$4 a V Ui J W �h,.( -,� /11 V Z-r- 0 J W a. m c Oco O o��rn W Z ILW m w � N Z m ,n V T. IN J O U of 0 1 VIEW W U n ❑ ❑ N (+1 � O N QO Q v, � z C7 0 0 Q) (D +-, L.U. O �N = ) � V U w Is} 'o y L+' rn Q e No � o J < w M J z z ri � C n z o �o > o aN C p E U sF z0 oa H f0 ,0 a8 Qo �¢ I:> t wo z wz CA)as a C:OU ¢0z m� w ZF m J m Q W � ¢� �z W co T oaQ w <o ao N W m �_ - 6 v o¢ a= O� O � LO �/� �i J 0)ui Q ca U j 0 C U') J \/ O 10 r U) J m i✓ LO <C 0 LL M I m N 00 (Qo� Lid (0 i i o Z co z � E OICU c ICU a U Q p� JOB NO: 23-06131 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7• 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8• Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . Safe vertical load Safe horizontal load - v GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS O O Q O 8F8-1B/1T 8F8-OB/1T 8RF6-0B/1T U © © O O O O O O O o 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 81`441B/1T8F401B/1T 8RF400B/1T 8F321B/1T O O FORM & GROUT SOLID p. O N W � U O #5 BAR CONT. 8F12-1 B/1 T OUO V O 8F20-0B/1 T ® V' LINTEL DETAIL SCALE = N.T.S. E Im 00 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Lu 6 F 16- B/ 1 T a z ib � � 2 rQUANTITY OF tNOMINAL WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS c1 pr_eca_s fntels = 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. Rebar 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 AT TOP MIN. (1) REQ'D a d -1/2" CLEAR Od d a .M.U. d� d a d A a GROUT d 5 REBAR AT O BOTTOM OF LINTEL CAVIT 0 -BOTTOM REINFORCING 7-5/8"ACTUAL PROVIDED IN ' NOMINAL WIDTH LINTEL (VARIES) 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) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- 1-1/2" CLEAR 2 r J U) � � m pZW ] U O X J C.M.U. W do Ir j Q V M J OLLO Wan 3 0 - 00 • #5 REBAR AT BOTTON m Cr a is INDICATED -16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" N� N v C" W i o a- ra C cc C� en -mac ,.. C LA- r1 y Rf G i _= CV t Cn d C cc ar cs c � s c m u Q °C 3 R th CL = r= Cc C !S. v 1L / Me � a'. ✓ f 6 V VV s� lie �•.� fa c 'Crfn � � �1�/19811011 M rh�6 �t a titti������ 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. 6, a �E o'? No m O O' c m00 n Co c' MO # W v 25 n Q CJ 2 tJi W u_ um 5 a Ip Z a a13 r � N N 0 i W E 0 "M a Z LO Ci m Z 4 Z C CC O °U W 110 V M � N M 0 0 N Q o _J � lf) Ln M a--+ w � IL O Ln L.0 o q00 t ai w E 8. pEv �� ° C) oOf 0 e N I� co O co J J w Z � ce E E �o o LL z ¢N z p a H r6 O CO ro 20 �� wa -o p o wZ a' F- L 8 Cf� -ZDC M ¢ o �¢ �U° m w mo Q Z W wLL z go az IIIIIIII� m o �p oz J w w� =3 .0 >0 o�<10) 0 > CD ' n L / LO m QC13 CL OCL Li) Cr o O T- � U) J �, N o LO r QI a--+ LL M o co C'4 C.0 LO a' Qr r LO LO E (0 o Z C6 Z = O N `7 d U a Q c JOB NO : 23-06131 SCALE : AS NOTED SHEET NO. 8 LO 0 L0 C> :Z� un L0 C7 V) C> L0 C> 0 C=) C14 r.-) C4 L0 C� LO C) Lo L0 V) 0 C14 CD E F2 E C, 0 LZ C14 CD C14 in C'4 LO 4i 15 1= Lj CE W V) 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 PREVENTINSECT 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 EYAMPLE,ACQ-C, ACQ-D, CBA-A, ORCA-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 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1. 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 61TMS 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 PCIF 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 TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDEIR 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PILF 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1,1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF ILL 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 Ks! 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 LOCAT10N OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Y2" GROUT FILLED MASONRY: Y4 4.1.7. WELDED WIRE FABRIC (VVWF): ASTMA-185/A185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: :,WIMP CONCRETETYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4 . 2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4� 1 t FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7� DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TP1 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTIM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0. 131 ", 1 Od = 0. 148", 12d = 0. 148", 16d = 0. 162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5� 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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 PSIF 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 1557-02EO1 TERMITE PROTECTION m 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/s grinkler systems including all risers and -0" of the building side wall. spray hea s shall not be installed within 1' 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 back -fill 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 tra�s etc., shall be made with permanent metal or plastic forms. Permanent forms must e 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 bef6re vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cgrete overpo� and mortar along the foundation perimeter must be removed be ore exterior soi 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 landscal ping 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 Rb a licensed pest control company before a certificate of occupancy will be issued. e certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESS I ONALS'S HOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y81, DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. CW3 C%A 02 cm (i =L cc Lj C-4 co �W- U- C3- .42 (7,4 co r= cc CL. C5 C110 a L 01 till To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W AM& CD E 00 UjC5 0 0 0,1 (in co -,t 6 C -j L� LU Cc u- 'a C: 0 ) -C g 4 9 0 W 0 Y, 0 ju . M Z Zo <. LO CY) IL - N < 0� 0 0 0 ? Z 6 U) W El El C14 M 8 U) 0 Lij C:) 0 V) V) LLj E L C/) < cz� C.0 CO 0 Z < __j U- cd- E q < CDP- 0 E CU 1, M U 0 E 0 < , 0< Z Q) M t 0 X, C: < Z < 0. '0 0 Z 2! 0 5 C-> 0. ZZ co C> < < 0 cl�- 0 CC) Zl< C:) LO T W 0 0- (D co C:) :3 LO LO C:) g CT 0 C:) M LO 0 U- -114 04 U C:) c) cc 04 Q0 LO LO LO E Z E (D E 0 io 0 10 JOB NO: 23-06131 SCALE : AS NOTED_ SHEET NO. SN - - F-I T -1 -- - ! I- - - I 01 LO LO 2 0 V_ CD LO C> C? LO Ln :Q C=) LO 9 LO LO :9 21 tcl, r") C14 C; E co E 9 C14 C> `�L LO z in 18 NO CN C> C*14 LO V THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-l" CROWN) A ........ . ..... -1-+-1 ... .......... ............. .... ... ....... r . ...... ..... ..... ... I + 1. ..... ..... ... * 81 ..... 7 WALL SHEATHING ...... ....... . ...... 16GAxl-1/2" LONG (3/4"-l" STAPLES @ 6" O.C. VERT BETWEEN .......... .. .... ... — STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS V (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL MAX REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 1 Of -Oil TANK -LESS W/H H C G 000 51-011 < 0 STUB -OUT FOR _01f 0 0 GAS METER 9 0 MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-l" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS =TOEUNA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e, RAFTER TO RIDGEBEAM). _So T HERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/211 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2 x lumber Double 2 x lumber 1 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1111 CE11—\ STD. 90' HOOK BOND BEAM U) LU STD 90- CONT. #5 BAR 0 CONT. #5 HO 'K T BAR F_7 #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION" INT. BRG. WALL N.T.S. 1/8" min. Small 21' min. 2" max gap " . max. V A Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Ti ght 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 1 Od 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 top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor cnh imn xAi/ InnriQ N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Q�� Provide adequate bearing for each lapped joist. Old nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST CKOUTS) OWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges (o (0 0-L-0 E I f% 1% 1. L_><1 L4 'T67 A 1Y2" ROUND HOLE MAY 7`11� 6" 1 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILIEVE LARGER THAN 1)/2" THE WEB. PROVIDE AT _,01 )UND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2,' higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls for vertical load transfer Iwhen load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset I up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. Any 16" joist Span (R) 1 V-27' 1 �-2" 1 �-3' V-3" V-7 I'Al" 24" 2_9' 3-2' 3-7' -i-2 11-91 11-21 V-2" V-3' I'-g* 2-4" 2-11" 3-7' #-Z' 4-9' 64' 16 11'-0", I'A 11'-Z' 1'-2" 1!-T' Z-5" 3-Z' 3-10" 4-9" 9-7' -21 120 11'-9' 11'-1" I 11'-Z' I 1'-2". 24Y', 124 1 I, -a, 11,-1 " I V-Z' 1 V-3 " I 27-tY 1 3-7' 1 4�-9* 16-10" 1 7-7* 1 8-4- SO-T I NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.& N.T.S Joist hanger Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End Intermediate 8 BC15000s 9-1/21, 2-8d 2-8d 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000soll-7/8- BC] 6500se 9-1/2" 2-8d Z-8d 2-8d 3-8d 2-8d 5-8d 16" 2-8d 6-8d BCI 60sY 11 -7/8" 2-8d 3-8d 14" 2-8 5-8d 1 16" 2-8 6-8d BCI gos@ 111-7/81, 3-16d 3-16d r 14" 5-16d 5-16d 6-1 Sri SIMPS( wl (22) NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS I R TRUSS *OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 Plumbing META1 2 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =1 I 1=1 I 1=1 I 1=1 I 1= Nail with 10- 1 Old nails. nstall tight to top flange. SLEEVE THRU STEM 4 '74 SEE PLAN FOR 4 4 4 4 FOUNDATION INFO STEM FOUNDATION F—GRADE ILI, Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0 ' 6 X Joist D depth T� I —JOISTS BUCKETS N.T.S. NU LNA,)t: 4'FVU SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A 0 0 0 0 (WHEN w/ (18) 1 Od x 11/2" REQUIRED) NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION 1 10A X1 1 12- D 4 15 TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4' 0" CENTERED PVC OR SCH40 SLEEVE PENETRATION 31 4 I M I M 11''.11 1=_1 I I 4 r 12" BELOW GRADE SEE FND. PLN. �l SIZE & REINF . PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED Pl�E PENETRATION 4 //PVC OR SCH40 SLEEVE —PLUMBING LINE 4 4 A SEE FND. PLN. SIZE & REINF. In PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4 44 4 SEE FND. PLN. SIZE & REINF. 4 C" UJ = = ti-g __J . % C*4 W co -rz =W t-; r= I = CD C2 .Cc 4J cc M.0 E Cc 0 0 iet!A 11S, rN AA U Z, n L U 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. M, W U E S �,,o Co 6 CD 0 cc A, t 'C4 C:) Lu I C _J u_ ca U Z 0 z 2 rm-�e 0 �, q C) 00 N W W z 0 `­ ;; _U�11 0 C� . -, r z �0 0 W 0 !1:1 z z W cf) + LU Oft 0 U" 0 E U 0 F6 U) In - 0 cl_� 0, z z < U_ ct E < CL 0 E L? UJ Z, fu CL E !� M 0 -0 0� z 0 < 0.. 0 0, Z� z C) 3: '0. 00 W3: U5 3: C) M Millzz; W'� -,0 .0 C) LO LO C) :3 LO 0- LO CT 0 0 CD U) M In V_ LO 0 0 LL C') _�e 04 C) C) cc co C\1 7- L0 r- CY) CY) LID L0 E E Itt (0 i� 0 z ca z =3 E 40 (n M E 0 16 _J 'D '0 < C JOB NO: 23-06131 SCALE AS NOTED SHEE7 NO. S N 1 F T11111 11 1 1 1 —1— - 01 -3- C! Hi LO LO 2 0 < C> LO CD C=) __j �w LO LO Cr C/) 0 -0 �2 C) LO C> C) C'4 LO CD Lo LO 12 0 C-) t;E CL E FF co 0 E 9 CL Q 3 -2 L Z im 16 C-4 LID ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE wl R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP') VARIES INSU 5/8" OR 1/2" HIGH ---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7 O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1X2 P.T. HORIZONTAL-/ NAILER STD. 90-HOOK (SEE DETAIL v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS TINTERVALS NOT EXCEEDING C. W/ (2) 1 U-0" (R302.1 1) @16" 0. _\ 1 Rd TnFNAII .1; T P. R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2� APPLICABLE. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE X 3 1/4" TAPCONS @ 24" O/C & 1/4" DIA, HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER .... . . . . . . . . SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM =_L LI I I I I I I I I=-'. I I 1=1 I ��I I 1-=," 9 D7158-CLASS G or H, or ASTM D3161 -CLASS F, IN III ACCORDANCE w/ TABLE =1 U=, R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT ELEV. VARIESJJJ_'� I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -ALUMINUM DRIP EDGE -ALUMINUM FASCIA - 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X1 6" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1X2 PTWD FURRING @24"O.C.--/T 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 CONIC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X 6 CL /-NOTE:EXTEND W1.4XW1A WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE X C14 ;� A A - 00 Cl) 6 M I L VAPOR BARRIER T1= t, EEI I 1> - CN COMP. SOIL. =1 I I - (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION - rA SCALE: 3/4" V-0" GG S3 8"x8"xl 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS 16" O,C. 2x STUD LOAD BEARING OR EXTERIOR WALL 81, C M U _P 1 "x T'S' TUD SEE CC/S3 OR Id- - #5 VERT. IN FILLED CELL CN GIS3 FOR ANCHOR BOLTINFO. 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR -at (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10) 1 Od NAILS 2x P.T. P LATE TYP. FINISHED �ASSUMED GRADE MONO OR STEMWALL____.1 2� FOOTING MONO SHOWN FOR CLARITY 00 z NOTE: *FOR BEARING WALL C14 W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH in.) 4"--\ A U 00 SCALE: 3/4"=V-011 Nr GRADE -(1) #5 REBAR w/ OPT. M =S.QREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND BLOCK WALL BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE EXPANSION JOINT PAVERS / DRIVEWAY CONCRETE SLAB 14" 13" PAVERS _T O.H.D. O.H.D. RECESS RECESS Cl) I /L 'A A,' /I A 7 4 Cn 4 I lllli�:Ill III Ili. . ... = - 7 . "!- A At Tir;,�" IV 4. :4 80 0? -7= 4 TF= 4" .4 S E E A/S 3 0 R J /S 6 L17TFI �If_,TT L_ III FOR REINF. INFO. 3" MIN, CLEARANCE V-4" (1 STORY) / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �, �3 ADDITIONAL INFORMATION. -IT. SEE A/S3 OR J/S6 VIT-1-IL-11 - FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR Sc ALE: N.T.S. '\,S 3 ADDITIONAL INFORMATION. ce) 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" OIC BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" 0 C. W/ 2­x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x`12" TITEN HID @ 24" OIL A. F.F. "" O.C. OR 5/8"xl O'WEDGE ANCHOR 111 @ 24" O.C.) 2 ELEV. 4-3 1/2" z 3 1/2" MIN. A.F.I. 7 TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1E 5/8"OR 1/2" HIGH STRENGTH N G T� \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF R BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS T Y P E X' (U.N.O.) (OR %" GYP. TYPE"X" @ 'T B L, BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS EACH END (WHEN PARALLEL) M_// �13 L E RO GARAGE W/A HABITABLE ROOM 0 EACH END (WHEN PARALLEL) E A -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) E SEE UPLIFT SCHEDULE FOR UPLIFT S CONNECTIONS. CONNECTIONS. C 0 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 .C.14 W/ 2 "0 5/8"' x 10" "J" BOLT @ 24" O.C. w/ - 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 2-0/16" PLATE WASHER (TYP.) - NOT EXCEEDING 10'-0" (R302.1 1) (ALT: 1/2"x1 2" TITE N H D @ 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) 1 Od NAILS 1' STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL '2 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH /6 N. 3 1/2" MI A t> 1/2"(Mii I: 7�_,u 71LI 17, 00 2 -11 1 �FUI 5;11 F, 00 C � 1 " I F \ 31 2 (n 31/ IL �;IL T ..... I ummr =1 I F�_ I Mr 11 (2) #5 CONT. 4" V-4" 81, (2) #5 CONT. 4" _'-4 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP (CD SHEARWALL TYPICAL BEARING WALL @ STEP 2 4 "SHEAR WALL" SCALE: 3/4"=V-0" CIV SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C '0 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.1 1) LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 OCKDETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 W/ (10) 1 Od NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED 7_� BAR -1 E PER MFR INSTRUCTIONS N'�'-#3 OR #4 REINFORCING BAR 0 #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi I m . I, - FINISH GRADE 60 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy-- 60ksi) , 7 - 6 MIL VAPOR BARRIEFT I , t> I> , . A -1 ­7- '1 = I I= I 1 1 R. 11f.7i M IMZ =1 r:;-_ r; CN -1 _:�_ - 0? ;w__ 2 e A�A 777-, --- --- \ "A' R 17/8" #5 REINFORCING BAR 0!; 1 APSPI IrF 0 COMP. SOIL. (COMPACTED TO A t, 95% MODIFIED PROCTOR ASTM D1557) 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 01-01, < 4.. . i 1/2" GYP. BID. -HOLD GYP. BID. 1/2" FROM SLAB CONT. BEAD SEALk INTERIOR A. 'A -31/211 4 CONCRETE NAILS W 1 1/2" EMBEDMENT @ 12" O.C. PLATE TO CONCRETE STAGGERED, FROM BOTTOM (MIN. SHEAR 180# MIN. TENSION 120#) E co 6 MIL VAPOF BARRIER CONCRETE SLAB 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT BEAD SEALANT 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ce) A. _j I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 1/2"(min.)- 4" SCALE: 3/4"=V-0"' S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACEANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE Uj 0 Ji 0 > _j 0- U) a_ 1> 0 -'---#6 REINFORCING BAR #5 STD, 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. 3 FRAME -DOWN FALSE BEAM W/ (3) SEE PLAN 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS x x AT 24" O.C. M x x CONNECTION INFO SEE PLAN FOR x f1h & LAYOUT DESIGN TOP OF BEAM `V SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING U) LU 0 SCHEDULE SEE PLAN FOR STRUCTURAL SEE DETAIL 16/D1 FOR -1 LU LU LU U) COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM J TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, U) UJ 0 SIZE VARIES PER PLAN W/ MIN, (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR S IZE AND REINFORCEMENT) U) BRICK PAVERS or SLAB PER 01- 0" FIN. FLR.A `V MMUNITY SPECS J 0 P3 We- I ILI] (2) #5 CONT.-f ON 3" CHAIRS V-4" (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING -10" (R302.1 1) 10' SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN, SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 M WWF OR FIBERMESH t. . 1 11 1 �1111 99 TYPICAL INTERIOR BEARING WALL W/ UPLIFT SCALE: 3/4"=V-0" 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 C�! G E SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. ��M S3 SCALE: 3/4"=V-0" MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E= CONT. FOOTING STEE MAT REINFORCING. z 00 GRADE Z LU P: I I in 0 LLJ 4 z I U) on m: - x U_ �'�FOOTING 0 BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE L (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. C= C, C" Uj CN. C= cc Cj = LA.- % -z 4j -i Cc = Cj 00;Njj 0 % �z U z" 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing d seal. W "T E An All .4 0 co 8 mom 0 a 0 2 2 00 110 Uj �g so C"I C) C --i U It yu 4 'L L Lu z i t- :2- 9 0 W of W 0 U-1 Z < Cl) LL C14 < x 0 < 0 g z R El ;z: - < Ln 2: Cz Q) 4�ft, L.0 C 0 0 V) I-n -Lj E u 0 < 0 A 0 < U_ c6 E Z M_ 8 E CU xs < ZZ U, < .0 01 z Cl) �z 0, Z <0 Lo W < 0 11 0 z (D LO U') ai 0) (0 C) LO L0 0, 0 0 C) -6 _j U) in LO +_j 0 < +_0 U- C') 0 CN C) -0 Ul) T_ U) E 0 ca z E CU S9 E "0 0 Z -0 1� < a) JOB NO 23-06131 SCALE AS NOTED SHEET NO. S3 (MONO) 77= -il- T _r 11 1, _T- - - ------------ F-TIF 1.1 11 1 1, 1 i, �O il I klt I j 11- 11,1 .1111 J -I I I LO LO 0 CD LO C> r") 5�' �3_ LO LID Cr Cn C:) LID C=� C=) I I 5�_ r­j LO C� LO LO LO Cr :2 0 CD E 1.2 co 4) E 0 CL E C> U -3 W C=) 04 im 16 0- LO as (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 H SEE PLAN FOR SIZE EADER THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) DEAD WOOD @ MID FOR CLEAN -OUT PO I NT w/ (3) 12d MIN. EXTENSION FROM 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 7 5/8" 8" 75/81, 8" — A v —SOLID AREAS ARE 7 5/81, 8" STEEL AND GROUT TONEAILS SPACED EXTERIOR FACE OF BLOCK DOUBLE 2x TOP EVENLY PLATE WALL IS 1 1/2" MAXIMUM K INTERIOR lul 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2)2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" V E O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 SEE TYPICAL WALL SECTION SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C /—UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 10d (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D BLOCKING @ MID _--,--2x POINT EVERY OTHER L STUD W/ NAI S (3) 10d 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) 1 NAILS AT EACH STUD \—BLOCKING (TYP.) 2x P.T. PLATE \—ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX F= W/ 8" EMBEDMENT // UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. = AND FILLED SOLID W/GROUT = MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. HOOK IN K.O. BLOCK 90A KNEE WALL ABOVE MASONRY WALL DETAIL (' F SCALE: N.T.S. �4 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. JOR ,TENSION FROM EXTERIOR WALL J/ j 11 CE OF BLOCK WALL IS 2 1/4" 11 [ l CL DOOR OPEN ING DOOR OPEN ING TO DRAIN EXTERIOR WALL CLEAN -OUT rZ� WALL El SCALE: N.T.S. 11 —1 11 Fo 1STCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT rD SCALE: N.T.S. "4,) KNOCK -OUT BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT l� 11 11 �, �= 11 - =77J 4 STD. gd*HOOK-/ 8" 8"- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1 (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION __1E E --- IE-1 NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PR(>VIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL < LU > 0 FORM CREATES CONCRETE RECESS TO M. 2X4 (NO RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. 8x8x 16 C. M. U. GARAGE DOOR TRACK MOUNTING BRACKET I jL GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 4 'BOTTOM OF MOUNTING I B� POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od 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 STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING --0t 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 TRANSFFR LOAD- 2 x 6 P. J-BOLT TRACK BRACKET FOP iARAGE COR Lj%j%jn I W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. rK K TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. 1\ �4 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 EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1)LSTA30 9'-16' (3) 1 (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"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN e 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) 1 Od x 1 1/2" EACH SIDE '-2x STUDS TYP. S U.N.O. SEE N/S4 IMPSON HTT4 TYP. A HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SIMPSON SIMPSON SP4 SP2 i. �- I 2X STUDS @ 24" O.C. N TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WA�TE RESISTIVE BARRIER SIMPSON SP2 w/ (12) 1 Od _____4— NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2X4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKI NG W/ 2-16d TOE NAILS (W EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T LLI 0 O/C FIELD 2x TOP PLATE—/ \�2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 W/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) W/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE I EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR, 7_� STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. j PLATE TO CONCRETE 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT, (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- H I W/ STD. 90* HOOK IN K.O. BLOCK -ALT. KNEEWALL ABOVE -MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT W1 PENETRATION THRU TOP PLATE W/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ 1A I 16d TOENAILS TOT6PPLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SP4 SP2 ] 1 I bb P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP4 Spi SIMPSON RECESS SIMPSON LINTEL SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON Spi SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL//"' j SIMPSON SP4 �_2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. \, �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 33 (5645# S P F) 3 (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. & NUT 'OXIED A.T.R. Z & NUT DXIED A.T.R. & NUT 2X8 P.T. BOTTOM P�ATE I I _T_ 5/8"x 10" "J" BOLT @ 24" 0. C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 10 " ROOFTRUSSABOVE 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 518"X10" J-BOLTS @ 2-4' O.C. -MASONRYWALL @ 10d NAILS @ 6" O.C. _,_�STAGGERED A I FL� 2X8 P.T. BOTTOM PLATE 5/8"x 10" "J" BOLTS @ 24" O.C. MAX (MIN. (2) PER BOTTOM PLATE) STAGGERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES — L WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD I SHEATHING O/C BOUNDARIES 6" O/C EDGES 0 & 8" O/C FIELD a SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE SIMPSON SP2 w/ (12) 10d NAILS MASONRY— —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING 5/8"X10" J-BOLTS @ 24" O.C. SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW 0- MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C, FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. C" C%j C" U_ M_ CUr- -.5 2, cu , cc Cc C2 _10 0 C"O -\ t, Ike>' A Z ;.r3 1 0.... D S cs 1011 in 1, t I 0 t a est o t a ngineers knowledge, information and beli ef, 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 Engineei's signature and sea]. W E AS A111111111111111111, 104 r 0 Uj 0- CN 00 3 LT 61011, U U Lu 1 _j -6 ;; c- M C: I 1�1 9 ':5 FU - �R V�,_ LU ,ki W 0 c� z 0 co Z 0 . 0 z � 15, W C) < 0 L) en (D 2-1 0 U) Q) U_ 4ND LU M 0 Wv) LU C� ur) LU E 0 as U) W 0 C:1 - fe cl'� 00 z U C6 E 4 C�_ E M 9 M� UO D . E 5� O� 0 � 0, z ITT .0 0 C 0 z C) 0. n W < CIO 0 03: 0 C:) a) > .0 _j U-) LO 6 1­1 co C) j LO 0- LO 0 0 C0 - LO 0 0 LL 04 o -0 CIO (.0 LO ce) r U-) LO E 2:1 (0 0 cc z E 03 E 0 0 0 _j -a CID < a C: (D _j JOB NO 23-06131 SCALE AS NOTED SHEET NO. S4 11 � J. 11 d. 1 1 1 1 1 1 T LO LO 39 a C:) LD < LO Ew Ln C> C:1 LO Ln CD LO LO 19 > C14 C> cn_ E E 0 r 7 C) Lo SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AN D FASTE N E RS. (M I N. F I RST 4 BAYS) UNSUPPORTED, BAC KNAI L w/ (2) 16d NAI IF >9" SEE 10/S5 ILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AN D FASTE N E RS. (M I N. F I RST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL fI F 45'± 41'± Z _7 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CRO�� BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4KICKER KI 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT XKER @4 @ 8'-011 O/C. 8'_O�O/C . EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE _ WEB LENGTH & NOTCH AT & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. I BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3' I O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. L.-I Lj call) I III THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD L EDGES AND 12" O.C. FIELD Ru INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) N ILIN HEDUL R HEATHIN g _ I N DETAIL � 2"x4" CROSS BRACE—\ X x 'N APPROX. 8" FROM \_ RIDGEFASTENEDAT X DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END IX EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN .1z TOE NAILS @ EA. END GABLE IS 4'-l" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ,,­1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED _X (2) 16d NAILS W/ (2) 16d TOENAILS . . 2x4 PANEL BLOCKING @ 11 f 2x4 "T" ON T6P OF PANEL B KING-:�' 2"x6" P.T. SILL 48" O.C. FOR 2x BLOCKING LOC NOTCH "L" BRACE HERE WEEPSCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL 1/2" 8" "J" BOLT 48" O C !71 . . INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ 1/4"xl 1/2" SDS SCREWS TO 6 BLOCKING, FASTEN WITH IDJ @ 48" O.C. SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT -01, INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " " " " " MOISTURE BARRIER 1 0dxT' @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24 GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. �'15� 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR Q�' X-BRACING, AND TOP SEE STRUCTURAL---,. CHORD BLOCKING C14 NOTES AND NAILING x INFORMATION oo co SCHEDULE FOR Ix SHEATHING DETAIL BACKNAILw/—/ WOOD TRUSSES 00 ill 2 00 2"x4" CROSS BRACE ---- (2) 16d NAILS APPROX. I" FROM -2x4 RAT RUN BRACING 12" il RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS - 2x4 BLOCKING @ 24" (D = 0.148", L 3") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL (D 0.207", L 4 1/2 OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES F ROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL EM OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1 /2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. 10 E C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2X4 "T" ON TOP OF PANEI EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C L 2X4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4": TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION r9 ADDITIONAL INFORMATION. SCALE: N.T.S. 1\ �5 SCALE: N.T.S. 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT ------- 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2) 1 Od x 0. 131 TOENAILS EA. SIDE CO NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. ���5 GABLETRUSS S5 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. 5 75 S5 PRE-ENGINEERE 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) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTAC H E D w/ 1 Od NAI LS @ 6" O.C. EDGES AND 12" O.C. FIELD -2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W 10d NAILS @ O.C. TYPICAL GABLE TRUSS W B DOUBLE 1" BRACING DETAIL r5 SCALE: N.T.S. S5 2x4 "T" BLOCKING "I x 48" O.C. 1" BRACE ATTACHED ­16d NAIL W/ 1 Od NAILS @ 4" O.C. D4 E TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL — //' 6 SCALE: N.T.S. S5 M DIAPHRAG BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d I­2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4� SCISSOR GABLE "T" BRACE SCALE: N.T.S. SCALE: N.T.S. ��5� REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) 10d x 3" AT 0 EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N. 0.) 1" BRACE 24" 0'0" - T-O" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE, 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN I z UJI 0 - 191 M M FlOrI1111111111 1111111� M� NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C= C%j Cn C= LU 1r.5 C= ftr- A L4- cc CL. Wh '11"/* 0 ivv. Id j3 0 < L 's S 10'. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and sea] is only for the st t ral engineering portions of the drawing pages bearing Enginruc'su signature and seal, r k W g E 5 W 0 - 6 C., .2 - (D 'Co '5 LO 'In 9) U) rall, a g _j Lu LL U_ 01 z -6- 2 Cn V54 W M C'4 0 2 Y' ocr s IN Z co LO N Z < co - z < b 6 W< 00 W 0 W Ln Uj 0 V) Ln LU U LU 0 U) C:> z < U_ C6 E C�_ 8 E Z. <� co CL 0 w 00 E '0 0 z z �0 z co r_ U 1z �� 0 1� 0' z' z M C) C-.3 0 W c0 z M 0 C" C) (.0 LO LO 0) 2 M 0 co LO LO C) 0 0 — LO 4­0 0 0 UL C') _�e N L) 0 co 04 (0 LO r1_ T_ < C0 U-) LO E (.0 Ci z ca z E co 0 2 C: E 0 0 _0 _0 co a) JOB NO 23-06131 SCALE AS NOTED SHEET NO. S5 s1_; F, I 1 ---7 1 ----------------- 1 i'[1k'11j;1'111 flh� l'-A I _T___ 1 11 1 1 _T_T__ I I 1 11 -_ 1:1 1— LO LO 39 LO j LO i� LO 0 �2 -0- CD Z2,> C:) C14 c1q LO C! LO C=) LO LO 2 0 On C'4 C> 5�_ 0 C1. E E 0 P 33 -2 C'4 CD L8- NO C14 C) C-4 LO hi 15 M Ld _< 1X4 1/2" DRYWALL DOOR JAMB (REFER [—lx4 F1/2" DRYWALL DOOR JAMB (REFER x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. I I APPROVAL FOR CONN. X 4 x4 3-1/4" LONG X 3/16"0 FURRING 1x4 P.T. 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING EJ TAPCONS TAPCON @ 16" O.C. & 411 STAGGERED @ 2X8 TAPCON. INTO 16" L1x8 P.T. FROM EACH ENDw/ MIN. LiX8 BLOCK@ SPACING O.C. 2-ROWS INTO 1" DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH -1/21' DETAIL 1x8 w/ (2) ROWS 8d NAILS 1x4 P.T. & 1x8 P.T. 3" DETAIL STAGGERED @ 12" O.C. 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT DOOR JAMB (REFER O.C. & 4" FROM 1/2" DRYWALL APPROVAL FOR CONN. 1x4 DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" D 11 �z O.C. & 4" FROM EACH El TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x P.T. AS REQ'D STAGGERED @ 12" O-C- 3-1/4" DETAIL 2x DETAIL 2 1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. N 1X4 1 T 3 )N N. �11 6" kl/2"DF DIST. W/ 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (11/4" 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) 1 Od 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 rHK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. A7X8 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 BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ----- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir 11 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" SECTION A -A 8.1 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTOI�.) /4" MAX Z-O" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1 11 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7116" OSB ARCH PANEL x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL 13-13 rK SCALE: N.T.S. �S B *ON I UL ATION 1/4" x 3 1/4" TAPCONS �—LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --- 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID C BOTH ELLS_� #5 REB, (TYP,) STD� 90' HOOK z ml�L +5 A NOTCH WEB AT Ll—FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2XIS TO 2X4 H2.5A W/ (10) 8d NAILS JACK TRUSS PROVIDED BY_�// TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 12 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. 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 rL SCALE: 3/4" V-10" 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 REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR' 'N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION, (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W i 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 5����P/E R A IN C H 0 R) OCCURS #5 CONT. TOP & MID 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 6-10" OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THANONELENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL 46 .1. D, REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT F: PRESS PANEL REINFORCING INTO PLACE, 6" MIN. LAP SPLICE W/ 1EH1 I I I M I Im I I- COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I SMOOTH. DO NO FURROW. is F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP 11. N A' G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 7 C14 REMAIN FREE OF MORTAR. NOTE: - :2� H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C14 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT A 7.6 SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 1:1 (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 R1 60 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. Of Of J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURIER'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 IMPW, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS. *%* �R YP.) THE :S #* #** #5 REBAR (TYP,) 00 1TD. 90- HOOK cryp.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN CIE= K1t­1-rE: 4 0171 f'�%Af BRIG WALL TYPE PER PLAN 2X2 #2 P. 1. Ivillm, FASTENED PER NOTE 2 BELOW —4-- CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS ALUM DRIP EDGE 2x SUB FASCIA ' CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. I . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. N. P.T. W/ J 2. 2x2 #2 MI -CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU W/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W1 MIN. 1" EMBEDMENT @ 16" O.C.) - WOO D w/ 0. 1 48"x 3 1/4" @ 16" 0. C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = 1 --0" FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR 0. H. UP TO 2'-6" DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" 0. C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS REQUIRED TO + + SUPPORT SOFFIT IN 7V 1111 HI + ENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" V-0" Qr-1= QPF=PT r)) Akir) SIMPSON HTT4 W/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIEDW/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCAL73, >_ z 0 (n < 0 LU U_ I'_ M < U) @ FIRST COURSE k *41, /—ATTACHED WALL SHEATHING TO O.C., 2 ROWS STAGGERED 2X BOTTOM PLATE W/ 8d @ 4" —2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM 1 OKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. -><- 3/4" PLYWOOD DECKING GLUED AND NAILED W/8d COMM N@ 0 6" O.C. EDGES AND 12" O.C. FIELD] FILL1st4COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� OVERHAN A: T. 4, 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. 11-011 51-0" b 2=.=2=R.1 A.. . . . . I. . . . .. . A' * . .. .1 . #5 BAR 1U, A �L , A CENTERED W/ V Ilo '. " .1 9T HqD A KNOCKOUT/ IN TOP .01 . A CHAIR BLOCK % MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL lit DIRT ffTANDARD qU 00 H K #5 BAR IN FILLED CELL,, L L I Sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING 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 SAW CUT S rA ECTION SCALE: N.T.S. SCALE: N.T.S. I c= cr) co > LU :z 4M C..) = = :"< = -cc C-4 rz C* :5 U .5 cc = = >, U, == c E Cc C, Cj t�p LU n L 4 10% 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 I. - I=, 8 Q, , 6 C, 0 00 0 cc w A1,15j, C) LL UJ tale co LL 13 � �j Mz. 0 0: f �; f tffii W D co CN ow W U) z - 0 LO Cl) Z a " 6 0< 00 C z 0 00 W 00 — a 00 93 < 0 4-1 (13 L.0 U 0 LIU 8 Uwa LU c E < C.0 < __j U_ C6 E 0 CU 0 Z6 00 E 0 0� z < 0 0 6- zz OD < 0 0 Z Z 02 z <� 0 Uj 3: C3 2� Z M mi 10: .0 t-Ij E2 11(0 > LO LO < CL j U') C) 0 0 "r— 0 _j (0 -2 M L0 +_j 0 U_ M 0 0) _�d 04 c) co 04 (0 L0 LO LO Q) E >1 (0 C 0 ca z :3 Z6 CA E a) ca E -8 2 0 0 < a) JOB NO 23-06131 SCALE AS NOTED SHEET NO. SS I HI I I h1i I C11 _31- _C! T:1 L0 Cr Cn :rl 9 -0 C= L0 CD 2� C> Z� LO LO -0 0 _Q LO LO C! Ln 5� Lo LO 0" C/) 3:__ t') C114 C) 5�� E E 0. C=) AM LO Uj q? CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ M IN. (4) 12d WHEN 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS —1 DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VVI I vu �1 I I I v v TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2 SIMPSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS EACH IQ TB . PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ \-F ROOF SLOPE x ---2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE:NTS DIAGONAL AT 8'-0" MAX WOOD TRUSS ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A AN �1 SHI G.T. 4-- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD SSES TYP. TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @TRUSSB 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) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od 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) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL (I�A 4 I SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 wl (14) #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) — 1 Od TOP & BOTTOM SPLIT TO TIE 1 Od INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A W/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC,MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS '��7 PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING x ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2)2x4 FOR CONNECTION NAILS TO TRUSS 'v, SPFTOP INFORMATION. BOTTOM CHORD Ll PLATE OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE m W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE, @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY SCALE: INTS L.SEE PLAN I. 1 FOR CANTI ---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 INDICATED ON BM. CONNECTION INFO OPTION A OPTION B OPTION C SCHEDULE/PLAN COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN SCALE: 3/4"=1'-0" FOR BEAM SIZE & CONNECTION INFO. A A SEE PLAN FOR SIMPSON MTS1 8 W/ (14) \—SEE PLAN FOR 10d NAILS TYP. U.N.O. CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR "1',"", 11 —_ r SIMPSON MTS12 W/ (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYST /_ EM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22N� SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS rpm ri WA %M6101 (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM CENTER OF POST BM. SPLICE OVER q //� MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: SIMPSON HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL . A 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN = 4.. (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. TO GABLE TRUSS A COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE r12 SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE --SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 1 Od ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF 2 PLY TRUSS SIMPSON z LUS26-2 W/ (8) 16d NAILS TO j SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. [I 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 =--MASONRYWALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF SCALE:NTS LOW ROOFIWALL SHEATHING ATTACHED\ PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 W/ (10) 1 Od 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 MTS1 2 W/ (14) 1 Od X 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----' Z- (2) 2A 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 17-7 DETAILS & SECTIONS C%j C= Uj C" L) L6 >< C= 1.0, fm 2 = C" C' " := 3: cc 3: th r= "No, go C.4 4 9. — . FL rope SS1W, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these Residential 7th Editlon. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. X W 4 E 'g -'8 N 0) 0 cc: 0 . 2 — coo N- - �0'y c-, , R 13 6:: L-L MU_LL1 _j - ='a &' a- �e Z m - 1 W = 9 Z�d 0 9 W 0 c� 05 m 00 0 co Z z N < 0 do 0 to L W cl i! < U) U) Cm 0 UD DO V) V) NV(10 r.�' N - �93 Oft LU g co m 0 CD Q0 cl'� cl� d z U_ ci E -1, 1 141 g- 0 E 0 Lj z. 0 cu .0 0. E '0 'I 0 z _9� -Z w. U3 < . �0 �w 0, Z� z0� 8 on, <0 W (41 C. 3: 2< m < 0 e3 - A < 0 `T_ 0- 0 < C) CD LO LO M < r) (3) C) j LO CL LO C:) CT 0 0 C) 0 U) m CID LO +_j +_j 0 0 LL ce) _�e CN U 0 b -0 cc C-4 00 LO CY) LO a) E m 'E z M E E 0 0 2 _0 m 0) 0 < 0 JOB NO: 23-06131 SCALE: AS NOTED SHEET NO. D1 I 1--F— FF 1-11-- F F -3r _R LO LO Lo C:) Lo LO LO LO LO LO Ln 0 -0 C14 5_4 0 0- E co CD E 0 0 (D L C=) C14 -15 LO a; 15 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK K CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK 11-2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK C AND EXTEND TO -WINDOWFRAME MASONRY )K ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDINGANDWIND W OW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUI 1 . Cut, fold up & temporarily secure 1 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 REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING X DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW "n W JE BARRIER & WEATHER RESISTIVE BARRIER 1ARILY SECURE WOOD FRAME CONSTR EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AN WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V 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 'N J D KING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ;�-DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING (D SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST 2x FRAMEWALL SELF -ADHERED FLASHING PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o3qRstructions below: 1 . Install self -adhered flashing in order as shown by numbers 8" CMU - 2. Install flashing and weather resistive barrier to form water shedding 4" OR 8" CMU laps (PER SEAT DEPTH)- 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - 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) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary SLOP'E--- 1'4' PER PLAN V-0" PER PLAN < SHOWER SEAT -1 Z 4 >4 4 ------ - In < SHEATHING SELF -ADHERED FLASHING 3" MIN - SELF -ADHERED FLASHING OUTSIDE CORNER LIJ > < = Z Z 1� a- OIL LLJ LU W U) LD Lli LU 0 LL! Cr !,� M LU LU U) 3� 0 U) WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4. 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of EXTERIOR NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means CEMT. FIN. PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No, 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 6 V -A V__ D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEIVIT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance M equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, ]in 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 FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 5 1.1 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 4 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1 .2 1.2. In accordance with the flashing design or method of a registered design professional. ER 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FIVIA/AAMA 100, FIVIA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAMDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground stucco copings. 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. 7. 7.At built-in qutters. 6.6.At wall and roof intersections. Water Resistant Barrier SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH IWRAP DP WRB ONTO :--j: THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER V 3-1/2" INCH FLANGE 11 - - 1� THII GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. DO NOT SEAL, CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 ISTER STOP NTINUOUS BACKER ROD EALANT OENTITIOUS FINISH Lath Sheathing Stucco JCTURAL FRAMING JCTURAL SHEATHING P OF SAF NAGE PLANE WRB D BREAK WRB ATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with 00, ASTMC926 Felt backed metal . . . . . . lathe in accordance with ASTM C 1063 Building Paper 7/16" O.S.B. 71 1 sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster er block ov 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" 0. S. B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all Cn C= cr) C= F_ C..) >< V, Z -1-t 3: 2 C-7) C4 2! To the best of the Engineees knowledge, information and belief, s the tructural plans and specifications contained within these drawings comply with the 2020 Florda 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. M W 'IT E 0 9 I i aCN 0 121 op a) N Lo I N 41 0 F- NO , U '1 U_ Lu Z 13 C ;; U) �T r_g 0 W 0 on- x CP Z IL W W M - N < r 0 Z W U) < (D Q) 4-1 0 g V) V U) I-_ `_U E In 0 co cl-> - 0, A Z < U_ C6 E < E Co o . 00 E E� 0, 0< U:� M C: <z 0, V i?_ 0 J, 8 02 !S 0. W CA') 0< < 2 < <' ,I'. 0� 8 0 �, S? CD E2 LO 1­1 < cc 0 C) :3 LO LO 07 C) 0 0 C> -0y _J CN t! LO 41 0 +_0 0 LL C') CN C) C) 00 CID LO r- co LO LO E MCI- CD 0 co Z E �i CD 42) 03 C Co E 0 4i ca < 0 JOB NO 23-06131 SCALE AS NOTED SHEET NO. WP XNWW&Wff Mounting Brackets i"10 Gaugel. 4-V2'x 4-1 ,2'x 2-12' See Anchoil Sthedule Be Its 1 f2" Dia, A 325 GaIv, ill ,iTyp') 9 1,+ Sell -Dru ling 5,:rCvV5 A/C Urrit Botturn Edgt Hurric-are5trap (Typk-a[ 3 in front) Front Cross Support (May be cu t to W) Left Bra cko t ('116 Ga uge) # 14 Se If-Dril in 9 S c re ws Thru Biatkei� 8- Ba ck Crass S uppor t I n t n A/C U n it Bottorn Side lTypical,. 3 each siche lot hurricane use� in �9 Washers / Sell-Lo<k1ing Nuts _*­6, ..646aum orcerr-oreu. - F­­Lal -It -A, H., - A�c 3�.- Ratisaaa-Stud Dt." aivsditstile, ispion remseatio, file vem applyl Code 70D. Version Mmufaegirtir Affornadl., 2020 Smart Vent Produols. Inc Category: Structural Components SubOategony: Products Introduced as a Recall of to a. T-hnol.sty Compliance Method; E 7 lu.bon Report from a Florida Registered Archdz or a Limsed Florida Professional Engineer FLAR22-fullat,aducts; so" ",r Name 2 S arVantM.d. 41640- 1 3 Smartrwrit Model #1540,520 4 Sm. nVen M,dal#1540-521 5 sm,dV. tM.da1#1540-524 13 gmadVorj Mcd.� *1�14&,17 smarlve, ode 41 4o. 74 Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Busine�s & Profestiforral Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enalne.& LI-s. Validated try Mi,h,el Graham 11-al' Nc­.P.E_ L.ke B-dan P E (377) 441-8368 PE­7377� (334) 300-1800 infoosmalventcom Product Dinscirmtkan D a] Function Flood and tf-flatim Vent Dc.1 Ford. Flood and Ventilation V-i Insulated Flood Vent Insulated Flood Vent 16&q.d; Careg. Door Flood Vart Wood W811 Jr:Ulat.d Flood Vent 14.5&qud: G rage Door Flood Vent Page i V1 1?J15i Data Data Pat. Polixiing me Validated Suildrorlied POO Approval Approy Status I ?J1 612020 12M612020 1212W,)20 APP­d Quality Assuradife Appr-df.,Ue. Aw-d To, Use Impact Dealer, Contract Exitiratim Who 1, HVHZ puted. FIVHZ Resistant Pra-rei 12r31J2023 Y_ yes MIA 41001100 Ini/2023 Yea Yet WA .100f-100 1?J31J2023 Yet (,a N/A 0-1m f, 12olU2023 yes 1. MIA ODA Do J2023 yes �a, WA rYA �2G ni)2023 Yea Yet WA .100 �100 l2J3112023 yes yes WA M;A Florida Department of Business & Professional Regulation Page 1 VI Building Codes and Standards IMC2321 Product Approval Application Detail 21 - N _4 J, -N-2 Code Entity or Date care Pao Perodwea Data T­ varral- M-f.d.re, Contact Encolmer Is License Validated Bar Validated Susamid.ol FBC A,,m-I A-1-c! Status Reslaiop 2020 Drexel Metals, Ind. JasonShumato 2ach cry R Priest Looks, l3avdan P.E. W1012020 OM912020 08120(2020 1 On �20 App-d Category: Roofing (nott) 3a3-1511 PE-74021 (334) 300-1a0p Su"Category: Metai Rocfflng iah­ett@dmxmxo..rn 1:,arpliance, Method: Evaluation Recut from s FI nda Registered Ar,hile,t or, Licensed ]Flonda Professional Engineer FW44I Prioddi OU411VASSLMC Apcsro�ed to, Use Approyel for Use IMDVI Design "2t.dhn Produot Deserlplon Data In HVHZ outside HVHZ Resistant Pressure ,c DMC I GONS, DMO 150,95. DMC 175S, OMG 2006, 12t3V2025 yet No M A lot-lao D" C 5V Florida [)apartment of Business & Professional Regulation Page 2 of 4 Building Codes and Standards ProductApproval Application Detail Entity or Dde Date POnd Tv.. vace .. Marlogwortar contact Einoin-&I-icanss Validated By validate Submitted FED A.0trosol Amsove, Me- Remip, 2020 Thern-a-Tru Corporation Steve, Joap.re. Lyn don F. Sob inkt. RE. Ryad J. Kj%. P E� 04115ninc?l IMI12020 04,22J2021 06/08,2021 Approved Category: Exterior Doors (800o 843-7628 PE-43409 181 2u 767,6655 3ulCategory; Swinging Exterior Door Aesemblies, SJasper­@the;maZn..c Compliance Method: Ec.luaulori Ropon from a in rnorld, Registered Achitext or a Ucented Florida Professional Engi n_ FLAE20468-ldi Pir'd-ur Q-111hr Assurance A,,r-d for Us, Avor-ad for Use Dared- �,Itludrlbar or Nerm Produot D-1,09 0obrilSL�R2LrxVzle 1, HVHZ outside HVHZ R�,I.t.rrt ler ... re, I Th T Fider-Classia and S-nooth-SIBir N�ha]Oa,.#39�8&quot.impacl&qu�:C"que 12 8 No Y. yet N(A Composite Edge Fiberglass Single Door th-lingloon.r g: X configuration) 2 b. Th-e-To Filber-Class. and Sm-th-Star N-k,.l 6&#39;B &quc1;I,npacA&q�.t; Opaque 12131(2028 No Y_ Yee N(A Comp,sit, Edge Fbargais Single Door �fth SId,1it.(,) (IreminglO.ttsing: XO. OX or OXO sonfig-ticre) 3 r. rherms-Tru Aber-Classl: and Siricoth-sts, Nornhal 04939:15 6quotimpect"cot: Opaque 12rJ112026 No Yes yea WA Compo'lite Edge Fiberglass Double Door with or ,,?Ith.1 Sidellas [Inswinevoult.i.g. Xx., Oxxo oerfigu nations) 4 d. The-7nu Filb-Classic and Smondr-Sta, Nominal 6&#39:0 &q.ct;ln­p.ct&qu.L Opaque 12J31/2026 M. yea Y. MIA Cxxmp�ihe Edge Fiberglass saglo Door (lowl's'Outsving; X vorlguratldn� 5 7ho-.-Tu r1lb-Cli-ja and Smooth -So, Nominal 8�39;0 Opaq,te lmin`326 N. Yea Yet WA C.mp.al,a Edge Fiberglass Single Co.1.11h Sid.11le(s�illne.1 XO, OXor OXO cocifig- -I 6 f Therme-Tru Ffifer-Cleaticand Sifooth-Star Nominal $&*So 0 sq,ot:Imp­t8,q.c+. Opaque 12131,Q026 No Yet Yea MIA C-p.sit. Edge Fil,Mlas. D..bl, D­ith or without Sidalles Ona,.Viog�Outaailng; XX or OXXO configureti.re) 7 g. Therma-Tru FiIsai and Smooth-Sar N-In.1 6&9" 8 Glued 1213112026 No yes Yet MIA Composite Edge Fiberglass Sroa Door (1nax,-irg1Oura"I1g: X 8 h. Thc-7rj Friber-Cessis add S.-It-Ster Nominal a.;8 gFuct7lsracuutruct: Glazed imlno2fl No yes yes, N/A Composite Edge Fiberglass Single D-vith Sidelits, loss, rg�Outswlrc: XO, OX or OXO I :�, col on.*, 9 1 Thanna-Tru Fiber -Classic and Smootth-Star Nornind Glued 12r,�J/2026 No yes Yea MIA C-Pleft, Edge Fiberglass Doubt. D.-Mb or 111ithout Sideiltes, (I­JngiDut�ing: XX or OXXO configurational 10 1 Therme-Tru FIber-Ols551c and SmootIn-Stor N-inal a&#39p &quot;Imp.d&qucf Glazed 1 M1=26 N. Yet Yet MIA Comp.alto Edge Fiberglass Single Do., (Inx�lnglOuqswlng, X 11 k. Therma-7ru Fither-Clasecand smooth-Stor Nominal a&#32;0 qquct;Imq,qi&cI.ot, Glazed 12(31f2026 No yet YO5 MIA Composite Edge Fiberglass Single Doo-vch SidelitexiiI (Inswlrg�Cuavelng; XO. OXor 0XO 12 1. The,­rru Fib-Cl-sic and 5-nooth-Star Nominal 88#39;0 &qut:Impqa&qutf 131.0d 12C,1=6 No Yes Y'. MIA .porpoat. Edge Flb.lgl... bdab* D­Ith or "Ith outS dalle, Onsyml;/Outwing� XXor OXXO ochrigru ra�iorsl 13 m Thems-T, and Smooth -Star Nominal 6&*39;8 Squc1;Inopct&qvdt Glazed i�ln(326 No yet yea MIA Molded Open Composite Edge Fiberglass, Single Dod, � -, g1Cutawing:XccrfigurqJon$ " IF 14 r. 7ih­7r,i Filb-Cl-le and Sorcoh-St., hoornoll Glated 12131)2026 No yes yea MIA Molded Open Composaile Edge Rbe,g]27 Single Door with Glazed Moded Open Sidelite s) �I,seanqjouts.img; XO, OXon OXC -fig-tion.) 15 Th-Tu Fip.,01.asic and Smoor-Star Mori 6&#39:8 Glued 12J31)2026 No Y. Y. NfA M.1deq Open Composite Edge Fiberglass Double Door with orwithout Gazed Molded Open Sidestat (tnwI`g1Ouqs,vIrx;r XX or 0)(XO configurations) 18 in. Th.-a,7,. Fib-Cl-it and Sor-e-Sar N-Mad 6&#39:8 Squcf*npaCZ&qodt! Opaque lMln026 it. Yes MIA Compo.1te Edge Fibargix.a Single O.O­Ith Modsoil Of. sdalltbqs) 0r,anAnWOut­InT XO OX or CXO config-lism.) 17 q. Thenma-Tru Fiber -Classic ard Smooth -Star N inal 6&#39�8 &q.otJ­ut&qus Op.q.. IM112026 No Yes Yea MIA Mp.sift. Edge Fiberglass Double Dor Mth or without Glued Molded Open Sideldes (in InglOutsving: XX or CXXO configurations) Florida Department of Business & Professional Regulaltion page 1 Or 1 Building Codes and Standards 16M21 Product Approval Application Detail *"47' code entity or Data Dere Data leenclina Date T­ Version Manufacturer C.."O Encii... & Licems. Validated By V111dailof submitted FRC A.D..[ A,,,,,d Status RcMam 2020 POT Irdusines Jens Roso,,,ski Milord-Dedc, BCOO - CER Miami -Dade BCCC - VAL 1111912020 10�25W20 111,24W20 Appr-d 0_g.,y: Doors (041) 486-0100 (766� 315-2590 SiodC.t.g.ry! Sliding Exterior Do. Ass.robli.. tr.t-akI@pgqIndu.trd­ Coil lfflilthd& Conificati- Mad, a Listing can P0261-M3 products Qualit, A -me Approyoxilf9ir Use Approved for Use Impact Amim Sao 0 pr""'t m2clit""i Name Product O.-ript- Contract Expirador, Data In HVHZ outside HVHZ Resistant P-on, 9 SGO-5571)�Larg.Mihsfle, Ipzqh Vnyl alicling Glass Doer 0411412021 yea Yet Y_ MIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please pro,�icle the information and approval numbers on the building components listed below if they will be utilized on the construction project fbr which you are applying fbr a Category/Subcategory Manufacturer Product Description Approval Nurnber(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherrin lFiber-Classic IFL20461.1 112/31/2026 A. SWINGING aTru and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67,0 psf 12/31/,20.26 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/.2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0140.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205�03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (SX7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1123 (16X7) FL8248, 10 +30.0/-33.5 psf 12/31/2023 Wayrne-Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Di%4sion of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht), 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL1 7499.2 +60.01-60.0 psf 10/8/2023 PGT Series 5500 FI_239�2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6117/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 + 30.0/-30.0 psf 3/2712023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/312023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL153512 NIA 12/31/2024 PGT Series 5500 FL261.1 Ni 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL1527.2.1 - FL15272.2 +75.0/-75.0 psf 12/3112023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER. 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124,1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (fbr Shingle Roo� 151b Felt Undedayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (fbr Tile Roo� POLYSTICK TU MAX FL5259 NIA 12/2312023 C. ROOFING FASTENERS NOT USED D, ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918,1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFINGTILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12131/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/20.23 All American Shutters & Glass Galvanized Steel Storm Panels FL17869,1 NIA 1,2/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart -Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries,, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630� 15 NVA 9111/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 WA 5/25/2024 The products listed below did not demonstrate product approval at plan re\Aew, I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE F lord a Depa rtment of B usiness & Professio na I R eg ularl !on Building Codes and Standards Product Approval Application Detail page 1 of 3 1125022 Code entitir o Paitill Date P in TVpV Versic MantifactUre Cattle Engineer Litten K Validated Validated e A Lakw_s Revision 2020 Tharma-Tru Corporation Steve Juiperson Lyndon F Schmidt, P.F_ Ryan J. King: RE 07123f2O2O 07112f2020 07129)2D 312020 OV211, Ca agary: Exterior Doors �800) 843-7528 PE-43409 (813) 767-6555 1:111111 C_ .IbCatogory: swnginQ F�derdr Door Assembles &Jfospeoabn@thermstru.co Ca. I., L.21 Compliance Method; Evaluation Report from a C= cc C'A Florida Registered AmIltocl or a Losons.1 Florida Iralf.doelon,al Engmeer PL#20470-R3 Produ QualityAssurairce Approved for Use cc t 2 Step 1 Llroel"1111tt 11,1101bel-Name nu a ban-Clzus.i� and Sirnocth-Steor Product Description Nominal a4&08­8 6,quotlr­rpapt&qupt; Opaque Ceorti&2Ex!� on Da 1 3 022 in HVHZ Yes outside HVIA Y,ss Rest nt LDNIV gmipowle Edo. Fiberglass Single, D..r I �I- nswinglOuts-ing; X c-figuraii,n) C3. R 2 b. Therma-Tru Plbsr-Clas3ic and Nominal U09:8 aquort'Impact&quot. Opaque 12131i2M Yes yea Y.a 1�1,4- cc Composlite Edge Fiberglass Single Doorwth 5deelit.g.) (Idawing/OutsWrg: XO, OX or OXO Cil, 3 G. Therma-Tru Fiber-Chosac and Smomilb-Star configurations) Nominal 6&#3a$ &cuotImpactilquot Opaque 12)5112022 yea Yea In,; C 'conpoeite Edge Fiberglass Double Door Wth or Without Sidialites, OFav;In9)O.tI XX or OXXO configurations) 4 d. Therma-Tru Fiber-Clastic and Smooth -Star NOmIn2I8&#39;Q &quotJmpact&quc1; Opaque 1213112022 Yet yes, Yes NfA CD Composite Edge Fiberglass Single Door L3 (InsAingf/Outiewing; X ccmfiguration� 5 a. Thear-To. Fib-Cl.s.i. end 8-th-Stsir Nominal 8&939;0 &quot;lmp,c±&q,,i, Opaque 12/31J2022 yes Yea Yea NIA Composite Edge Fiberglass Single Dooruth Sidefit"(s) (InsvAnodDurtaming; XO, OXor OXO -figurall 6 f. Therinda-T. FlIc-CI-c and Sonooth-St., Nondirl 8&#39;0 &quotI.Paot&quot, Opaque, 1MV2022 Yea Yes yea, NfA Composite Edge Fiberglass Double Door�ft or ,,fth.vt Sidel fies On-ing/Outawing. )OC or 0)0(0 configunationo 7 9 Therni Fiber.Cassic and Smooth -Star Nominal 6&#39;8 &quctJmp2ct&quolL Glazed 1 2J3112022 Yes Yea Yes NfA Composite Edo 0 Fiberglass Single Door (Inswngfoulswing; X configuration) a h. Thorma-Tru FilbenCla6sip and Smenoth-Staor Nominal ee,#3g,,6 &quot.Impapt&quqt: Glued 12)3lf2022 Yea Y­ Yes NIA Composite Edge Filt;eroleee Strolls DoorAth Sidefire (a) Orn-mgIOutswrig; XO, OXcr OXO ocorfig orations) 9 1. Therma-Tru Fiber-Classicand Smooth -Star Ndmd,l 6&#N,6 &quattmpact&quot: Glued 1 WV2022 Yes Yea Yea NIA _Oppo'he Edge Fiberglass Double Door With or Wthout SIdelfifes Ore-IngfOuteMng; XX or OXXO ormfigur-tions) 10 1 Therma-Tru Fiber -Classic and Smooth -Star Moron a 189#35of) &qccCmpaqu&quot Glazed 1 �JSl J2022 Yes Yes Yes NtA Composite Edge Fiberglass Single Door lIn­AF9"0ut-mq; X -fig.r.f.m) 11 R. Therroo-Tru 'Iber-Classicand Smoclo-Star Nominal '&#39;0 &quotJmp.ct&quo1. Glazed 1 nlf2G22 Yes Yea Yes NIA Composite Edo. Fliberglasts Single Door With Sidelite(s) Onswrioloutswro, XO, OX.r OXO configuration -) 12 1. 71hemons-Tru Filoer-Classic and SmQoih-Star Nominal 8&#W 0 &quCtImpaCt&quct Glued 1 ?J31/2022 Yex, Yea Y.a NIA Composite Edg� Fiberglass. Dou ide Door %Mth or vAthout Sidelites, Ons,mall/OutsOng: XX or 0)t)(0 nfigurati.ns) 13 m, Therma-Tru Fliber-Classuc and Soncipth-Stair Nominal 6&#39r.8 &qwt;Imq@d&qucdi Opaque 17131(2022 Yea Y_ Yes NfA Composite Edo a Fiberglass Single Door vAth &quoDNcfn-Impac[&quct; Sidelfte(s) (I ds,-AingiOuterring; X0, OX Or OXO -rdfiguratina) 14 r. Tharms-Tru Flib-Clasuic and Smooth -Star Nominal 6&*39;S i1quotJorpad&quot. Opaque 12J31M22 yea Yes Yet NfA Composite Edge Fiberglass Double boor with &quot;Nod-ImPzact&quct: SidelitesOnaWnglOutowng; OXXO configuration) 15 o. Therma-Tru Filber-Classic, end Smooth-6tar Nominal 8&#39;0 &quot:Imqact&quqq: Opaque 12131/2022 yea Yp. Yes NIA Composite Edge Fiberglass Single Door with &qucl;Non-Impact&qumt: Sidelits(s) On _ogfOutswing; XO: OX or OXO configuration�) 16 c Thermai-Tou Fiber-Cessio and SrooDth-Star Nominal 8&#�9; 0 &qU0t;Impoct&quOt, Opaque I D310022 Yea Yees Yet NIA -omocealla Edge Fiberglass Double Do., lath &quot;Nm' Impact&quot; Sidelitas (InsMing/CultsoAng; 0)0(0 configuration) 17 q. Tharmai-Tm Fibalr�Clxaxic end Smooth -Star Nominal 6&fI39;8 Opaque 12J3112022 Yea Yea No NIA Composite Edge Fiberglass Single, Door (InsmoglOutswing; X configuration) 18 r. Therma-Tru Fiber-Cledisic, and Exrooth-Star Nominal d&#3P;8 &quot:Non-lnnpact&quOt Opaque 1 nI f2022 yes Yes No NIA C.mp.sI Edge Fiberglass Single Door Wth SidellI (IneWngtOutamrig; XO, OX or 0X0 configurations) 19 a. Therma-Tru Filder-Classic and Smooth -Star Nominal 6&#30;88,quotNcn-lmpac*uot Opaque 1213112022 Yes Yet No WA Condipash. Edo. Flbegl.sa Double Door With or wthoUt Sidelies, O�iirg1Oubsviq;; XX or OXX0 mnifigurations) 20 t Therma-Tru Fiber,01assic and Sn000th-Star Nominal 8&*390 &quotNon-Impact&quot Opaque IM112022 yes Y_ No NIA composite Edge Filoatripl.sz, Single Door il '-AnglOut-ing; X confiloundicm) 21 u. Thermai-Tru Fiber-Cla"ic and Smooth-Ster Nominal &quot:Nom-Impact&quct; Opaque 1213IM22 Yes Yet No NIA C.ropce,ite Edge Fiberglass Single Door vvith Scielite(s) (Inswi,WO-oswing; XO, OX or OXO conflourations) 22 Y_ Therma -Tru Fib -Classic andt3mmiln-Sox- Nominal 8&#39,0 &qu.t;N­Irnpid&q..1; Optique 12131)2022 yes Yes No MIA COmppate Edo a Fl '"Was Double Door oAth or without Siddit.s JreingfOutswing; )C(or OXX0 configurations) 23 w. Thormit-Tru Filbor-CIlIssic and Srrstoth-Star Nominal 0&#89;8 Glazed 12131/2022 Yale Yea No NfA C-amp-it. Fog. Piborga.a Single Door (InawngfOulawingi X configuration) 24 x- Therme-Tru Fiber-Classmi and Smooth -Star N ondinal 6&939;8 &quct;Non-Impacg&qI Glazed 1213112022 Yes Yes No NfA Composite Edge Fiberglass Single Doorwith Slidelle(s) OnsWrillOutitAng, XO, C�Xa OXO configurations) 'S y. Thernrig-Tru Fllper�Claaslc�md Smooth -Star Nominal S&#39;&&quot;Nor,Inradt&quct, Glued l2f3lf2M Yea Yes No WA Composite Edge Fiberglass Double Door With or without Sidellbas Onswinio'Cuttvqng; XX Or OXXO configuralitors) 26 z_ Thenme-Tru Fib-Clsoosio end Smapth-Stsor Nominal SSJ�39;0 &quo1,,Non-Imped&ci Glazed 11031r2022 Yea Yea No MIA Composite Edge Pit berglass, Single Door 0 nswng�Outalmng. X configuration) 27 to Th,,m.-T,c Fio-Chass. and Smooth -Star Nominal 8&#39:0 Squpt:NcI-Imp.ot&qcpd; Glazed 12J3112022 yea yas No NIA Composite Edge Fiberglass Single Door with Sidelite(s) OnaWnglOutsl XO, OXor OXO cOnfiguralions) 28 zb. Thema-Tru Fiber-Classio and Smuoxh-81ar Nominal 8U39:08,qc.t;N­hmpzuot&quCl; Glued 12131f2022 Y­ yea No NIA Composite Edge Fiberglass Double Door Wth or vothout Sidelites, (linswing/Outswing; )Vor OXXO Configuration.) Florida Depadment of Business & Professional Regulation Page I of 2 Building Codes and St"ards Product Approval Application Detail 7v_@W6;21S1Nk-,�' 0 Code Ent1h, .1 Date Data care E!alldoa PU 'Vo. Vierl Manuffacturev Condot F.cmarR, 1.1caria. van"I" air Validated Submitted F9C Ann-f Am- Status Re,vaw 21320 MI VdIndows and Doors Bren Shinger Luis RoDerto Lomas Steven M. UrIlh, PE l(WOW2M 1010612020 1OJ1anO2C I V1 5/2020 Approved Category: Exterior Doors (T17� 30-3300 PE-82514 f7l T) 31 T-5454 Subcategory: sidlog Exterior Doo, Assemblies b,jfll,gr0_mIfd.=m Compliance Method: Evaluathorn Report to. a Florida Reglatored:ehit.ct pro U­axl Florida Professional Ergo r FLAIM2-foll larocluxts ouafty Assurance Approved for Us. Approved for Use lol Destal) $so If ProduclModel Numberiorfillingill Product Dserlictlon contract Expiration Dato In HVHZ Outside HVFa Ittisistaill Pressure I SER�ES ALUM�NUM SGD SERIES 420 ALUMINUM SGD OXO 12J31IM24 No yea No WA :20 145 3/4&quot;x8O&quot: NOIN-FFINFOROED 2 SERIES 20ALUMNUMSGO SERIES 420 ALUMINUM SGD OX. XO� >0( 1MI12024 No yes No NYA 36""d ;�a C&quGt; NON -REINFORCED 3 SERIES 420ALUMNUM SGO RBNFORCFD SERIES�42OALU INUMSGOREINFDRCEDOXO 12J31)2024 No Yet No NfA 14�3143,quct,x%`l 4 SERIES 420ALUMINUM SGD REINFORCED SERIFS 420ALUMINUMaGD REINFORCED OX 126V2024 ro Yes No N/A XO XX964u0J:'s`&quot; 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM&GD REINFORCED K)Q( 12(3112024 No Yet No VA 143&quoI:xE&&quot. colds 'N- Varelor, Maulufacturer R.valci 2020 W�yra-D.Ii-,. division rOvem..d Do., Corporation Category: Exterior Doors Sc],C21agary: Sel Exterior D-A,sarrotes Carrier- Method: Elal-flon Report from a r lorde P'tilstersdArchitact or a Licensed Flonda, Professlorrad! Engineer Fultitf4a,,20 Products :sea 9 Product Model. Number gi Name 80DO/410011200 #1105 10 8000/410018200 #1123 11 6000/6100201) #1124 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I Of I 102021 Entity . We 2& loast. Foram, 21112 contact Enalneer & License Validated By Vidlelatild submitted Fad Aorret�,l Approved Status 0-yre Korri,in J.h E Scaltes Jcffr.y P. Arreson, PE. 10/1 W020 D9/29F2020 10�2312020 1 2JI 6/20 20 App-d (33D) 76'-8121 PE-51737 (904) 821-5200 d1o,ml.hiiwayne-daltonc om Qualtit, A ... Far,, Approved for Use Andrei for Us, ended Gaston lamduct Qpscrlptlon contract Exchation0ade In HVHZ Outside HV Resistant lamatims 9&4`9 � Max idth. 14&*2a, Max height. GI­ng 12131 M23 No Yet yet 31,001-35,00 Available In to, Or Intermediate section, 16 03,97. Max al4ft 144439� Maxholght. Glazing 121312023 No yes Yes available In top or IllOmnedled, tedt[on. 16&#39: Max W111h, 1111439t, [Au height, Glazing 12131/2023 No Yet Yes .34A01-311,30 O,arebte in top or Int-diat. .Ovd, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 00,0044W-5-5 love 1 of I I W021 Code Entity or Data Data Date poponst 29113! T­ Va.!- Contact i se Validated ax valietAgg submitted F8C, Aro-I Aptir-O Status ReValon 2020 Comes Dixie. of AADG. Inc Tom Potty UL LLC Troy EtIsficip, RE 17JIW2020 12101(2020 12121J2020 Apip-d Category: Exterior Doors 1 494-2 813 (954)94r-0880 Subcategory: ExorlorDoor Components Compliance Methoti: Codiftedon Mark ort-lbohog nn FL*15H.Ra P-gh; Guallty Assurance Approod to, Use App-ad for Use lineatl vielgin slo-A Product Model, Number or Nome Produd Derson,tiont Contract Exall-Al," Date le HVHZ outside, HVMIZ Hoslad.rit F-urs 1 6QTr 707, 727, T4T 757, 777, and 84T Single and Pairs of Flu so. Glaze' , and Louvered single and pairs of 12131n= Yet Yes yes NfA Doors holve, mOral doors - Florida [)apartment of Business & Professional Regulation Page 1 &2 Building Codes and Standards I F512021 Product Approval Application Detail ?,)o p", code Middy or ost. Det. It&. Pending ad. T­ V-J,O contact Engines, & I -loans. Validated far Validated submitted FED A--1 Apimitel status ROV91011 2021 Ml Windows and Doore B­t Sititior American Architectural Steven M. Urich, PE 11)1712020 11117M20 1112712020 zoproved Category; Windows (71 T) 365-3300 M-fai Association lrJ7� 317-8454 Itub"cricry! Singills Hong beitlingiangto-I'vd-dr, C.ropilamot Method: CarthiCallOn M.d, or Listing Acoornad for Use A,,,-,d for Use Impact [;am.. S-00 �rm model, Number or Name, PrOdoot D"orlDflOr Contract Dentition Ven, In IAVHZ Outside HVH Resistant Pressure, 2 1,x 52x72 FINFlargo Frame GJSG Single Hung 101082023 No Yet No 'Gof-60 Laminated Class C_ 0 o 2 CU 0 CU 0 -cu 0 0 0 :-=; M LL_ ,,- 0 CU > .cn Cn -0 a) Cn E L_ CU 0 C- F- M _0 ..�? . = -*-a C/) < Z Z LU MJ _41l co ICU > C:) > L 0 CL 0 0 ICU M cu W C- < SHEET NO, PA 1.0- i ---I it __ __ 1� - I __ - -4--i (1) (1) . C__ I Florida Department of Business & Professional Regulation pages .is Florida Department of Business & Professional Regulation Page I oil Florida Department of Business & Professional Regulation Pop I all Flaiide Department of Business & Professional Regulation Peg" ", - U) M (3) & 0 _0 > I Building Codes and Standards U25,2022 Building Codes and Standards 102021 Building Codes and Standards I &2D21 Building Codes and Standards 152ral = C) E =3 C" a) _0 __ Product Approval Application Detail - Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail C.-S . = st . "�' .0 I 11 �,'4'4t' L_ L_ (3) CL C= 0 (D 0-0 " ­ 11 " t� ­­_­ I'll ,- 1- - . 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Pending Date Validated Sularnithod F&CAusponval Cod. TVRQ V-1,b M,-f,,t,,, hill Conrad it X_ takig . - -4-` (D (D Ravi.i., 2020 Ther­TruCoporabon Steve Jasper— Lynd.b F. Sohnadt P E Ryan, J. King., RE 1OJ07W21 Ml 8r-1021 I O/I a=l 12115/2G21 Approved Vaildatod By Validated Submitted FISC Appmr,irid ADD.Wal statute Manufacturer Contact Arwitaynd Uatigne Roovtol- 2020 MI Windo,ve Doors Stood Stinger Annork, r_ Ap. 0) 0 .4-0 U) A_j Category', Exterior Doors (800J 843-7628 PF-4340.9 (8i 3) 7$7-6555 Affirmallai 2020 PCT noi,joi-kee Jens Rosorralki Mi.oni-C.de SCo0- CER Mrs.1-Denlie 9CC0 -VAL 11105/2020 1 1 V&21) 20 11111IN20 Appi-o-c! Revision 2020 MI Vaindows and D.cre Brtntaftlinver American Architectural Steven M. Utloh. RE 1010812020 lDM6x!D20 10119=20 Approved and Category: Winclows 017) 385,33M Milinife _ %.� C-4 C M -co . - SuliCartagorf. Swriging Exterior Door Assemblies Sjasperson@thromainti.c. Category: V'Arda.v� (941) 486-0100 (766) 315-2590 Category: Window. (T17) 355-3300 MinturNaNders A.sctnatmn i717) 31 T-8454 subcategory: Fixed b,1tIIngar@dnIv,d_..nn C= :11e. =3 Cn Compliance Method: Evaluation Reportfrom a m Subcategory: Single Hung Comiallandportlethad: Cordfication Mark Listing trosoorskiQplgiflnOwstres c = Subcategory-. Hall Slider Compliance Method: Carfifi�ulpb Mark or Living bs1:Ingar@rrhvd.ccm C.mliblier. Method; Codification Mark or Listing U_ 0- = 0 a) _0 -0 Florida Registered Architect orst Licensed Florida Professional Engineer or FI-015349-Rut Products M C2 - C-4 = = C) _= -0 PL#230-R28 P,o4u FI-416351,511 Products C= C13 to - -2 1I.- (3) I'L4204611-R7 Products Quality Assurance Arnarrovedfurthous AppreivadforUse Impact Design $049 Product ModoL Number or Nam On,alitv Assubma, Anumsed far Uss, Aga,rovad to, Us, impend Vilefficito Product Doseration Contract Exhalrallon0age, In HVHZ Outside HVIHI Maki Posilliurg ata- # Product Model. litarrear an- Norna Banality Asnouranabe Amr..d far Us, Approved for Use IMIDAKI Denslial Product Descrinfia Contract 1p,mial Dot, in HVIHZ Outside WV4Z Reishitind Prossame 4040 Proctict Model, Number ot- Name Quallisr Assureara, A,,r,,df, Us, Product Densarliction Contract &DIration 040 In HVIHZ 1. de, CO, .edC 'ZIC 3: W 0 - = 0 LL Sent III Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 8P5500 fL.rge Lol-fle in,p.on Vinyt single Hung VAnd- 0713DQ02S Y­ Yes Yes N)A I HS 188 Fin and I'l-ge Fr- 7342 I as.l.ed Glass 0211W20241 No Yes No -551-55 1 185 PW 73x 72 Irradiated rasc 04/031202� No Yes No W -dt = = - - - 1 a, Therma-Tru Filber-Ciassp and 8mooth-Star Nominal 8&93" &qLKtNon-Impadt&qucrt, Opaque 12.13112022 No Yes No NIA . _= = :0. C, , .itdc M 0 -4-1i 14.- M M Composite Edge Fiberglass Single Do.r (Inerving/OutravAng; Xponfiguration) W D .- W .." to 0 U) > 2 b. Thionbre-l'bu Filb-Claeust. and 8...th-St., Nominal 6&#39;8 &quatNon-Impactilquat; Opaque l2i3112022 No Yes No NIA - 3: - . Compocile Edge Fiberglass Single Door with Sideite(s) (InsvonglOub-ing; XD, OX or OXO cc W as -= . " .' = ;; (D L_ _6� D L_ 0- oce,figuref.n.) � = '= 0) cc . U) 3 c Thermol-Tru Fiber-Chissleand Smooth -Star Nominal 5&o3Q;S &quot.No'�rmienotaquot; Opaque 1 2131f2022 No Yes No NIA .!= ", =,- W- = = C__ M -P-0 '2 M c- Flberg I.. C.mpo.ft. IEdl Double Do.-Ath or in M �- = U) < Wthoul Sidelites (I navmgl ng: Xy or CXY0 = S -0 . configurations) ee C) 4 d, Therms-Tru Flb­Clapsio and Smopoth-Star Nominal 7&#39;0 &quot;Non-lmrPapt&quoiL Opaque 1213112022 No Yes No N/A ;Z - Composite Edge Fiberglass Single Door - - 5 . Thomm.-Trut Fibest-Clsissic, and Smooth-Stsur (InswingtOutawing, Xconfiguriatlon) Nominal 7M39;0 &qu0t;Non-Impabt8Lpuot; Opaque 1213112= No Yes, No NiA C-1 I Composite Edge Filberglaw Single Door with 5'ddita(p) flro'.Arg�Outpwmg: XO. OX or OXO I donfigurodions) 6 I. Therma-Tru Rtner-Classic and Smiooth�StRr Ncmhal 8&#3B;0&quot;Non-lmpaKtg&qwt Opaque 1V3112022 No Yes No NIA Florida Department of Business & Professional Regulation Peg, i of i Florida Department of Business & Professional Regulation peg. i ol Florida Department of Business & Professional Regulation P ... rat a Composite Edge lelberglassiSingle Door Building Codes and Standards IR512021 Building Codes and Standards 1 FIT2G21 Building Codes and Standards IMM21 (Innsvning/Outswing: Xconfiguration) 7 g, Therma-Tou I'llber-Cloossid and Smooth -Star N-imal s&939;Q&quot;N.,Imp.d&q..t; Opaque 121-3112022 No Y_ No N/A C.inpowhit. Edge Fibergilass5inglo Doo,vith Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelite(n) (Inswng/OUNANIhg� XO; OX OF OXO '1'0"1'-'1­!NWM �' � , � - , -1 � I - ,V- � '___'n � 5 ­-'n­­­-'- ­'­. ­­­� �L,­4 ­-­­_1­_ , �� :1,�",-�,,���,,�--,,����--��",.".��,"""- ,,, "'L, �', L ""'_ L '. , "", , " � � - V, "" '�'� " _" configurations) 8 h Thenno-Tru Fiber-Classio and Smooth -Star Nominal 8&#39;0&quoLNor-lmpac*uot; Opaque 12,G112022 No Yes No NIA Composite Edge Fiberglass Double Door Wth or without Sidellbee (IrsvAnglOutswing; XX or OXXO code = Dole Data Dot, Pending Dot. Cod. sour. or Data [let- am, Poludi'd 2" 92& antl1tv . We [We Dole Proseral I '� " ,- . _�, , _.'" , , " -, -, a'_ oat- 4 donfiguraidorr) TV"a Version Manufacturer Contact E,,i,,r & ILI—, Validated Shyr Validation! Suildrinift,c] FBC Ata,royol Approved Rit-it"a TYR. Version M,nufacturar Cdntect linalranhr& License Validated Ehv Votridat W $0,11ted FMC: A -royal A,a,v,d -sholut. 7VO. Veril ilanurfutur,tr Contact Erialnear & 1.1cordlit Validated By Validated submitted FBCAPirro,xil Approved Ina" 9 I. Therma-Tru Fber-Classic, and Smooth -Star Nominal 6&#39:8&quot:Non­lmlPoct&quot. Glazed 12i3l/2022 No Yes, No NtA Afflobvitim 2020 PST Industrisca Jens R-.-ki Mimrni-Dsda BCCD - CrR Mi.mi-Dod. BICCO � VAL 11,0512020 1 JiOS2020 I In V2020 Apip-d R.,isinart 2020 Mi Wnd-. ard! Doors 2­1 Sltgng.r Lue R Lorms. RE Stevan R Urah. RE 1=8/2021) i0i'sono2o 10/10ODN 12M5/2020 Approved Affirmation 2020 PG`rlrduslrl.� uses R-..,R( Miand-O.de SCCO - CER Mmml�Uad. SCCO - VAL il,0512020 llnfiM20 11,11/2020 Approved Composite Edge Fiberglass Single Door ratogoryt Modows (941) 486-0i OD V86) 3i5'25ig0 Category: Windows (717) 365-3300 PE-62514 (7i7) 317�8454 Category-. Wnd­,� (941) 00-01 00 (766) 31�-2590 (InswriplOutoxving; X configuratiosti SubC214rpsiryf F4.d jr.owtilklopgninclusuilso lettloCat.g.ry: MiAllons battlingerarrilwd.com Subcategory: Auglaris lbosoeskiapgonoustfleso 10 J. Tharma.Tru Fber-Classo and smooth -Star Nominal 0&#39;8 &qu.t;N.n­Imp.ct&qi.iot; Glazed 1213112022 Composite Edge Fiberglass Single Dpork,Ath No Yes No NfA r,orplan-Mathad: Ce,thoarm Me& w Listing d. Compliance Method: Evelvation Report born A Florida R.gahsradAo,hltaN ors, Licensed Florida C.roplarse. Method! C.rrda.fi.b Mark or Listing 0. Std.lftho(s) inswingtrOutewfing, XO, OX or OXO F1.4243-R241stroell Professional Erginsan FLARI.R13Produ configurations) 11 k Therma-Tru Fiber-Clousso and Smicoth-itar Nominal 5&#r39:8&quot:Non-]mpact&quat: Glazed 1213li2022 No Yes No NA Quell, Assurance Aborovad for Use Annorroved for Use handed Deal- FILM5153,R5 Product, G-lit, A ... rence Aoodarov,d for Lion, Appronaid far Us, Irmpout pausint. Z C.milacstit. Edge Fiberglass Doubt. Door with or -9-9 Pirgdosj Model. Number P, Name Pmdja D­Iptior Con,br-1 E.atirallon Doe In HVHZ Outside HVH Resistant P­­ sees Produel Made. Number or Name Product Qoactiodon Congracit exialrallon Date in HVIZ Cordele HVH Resistant Pressure without Sidelites, �Inswing/Outeving. X)(or OXXO 5 PW-�520 il_.rgo� Missile ,no.&I V,� Fued Wnd.w 04/10/2025 Yes Yes Yes WA Qualltv Assuradoo Anione-ellorl.,q, Ancep-onial to, Use ".act [)Golan 1 Mullions prAll Doors ard Wirdoes Aluminum Mullons 0512612026 Yes Ye, Yes N/A configurations) Seats .Q�ucjr Model, Number or Name product Do— floo Controd lihosmatka, Data I,, HvHZ Outside HVNZ Resistant ronasatin, 12 1. Therma-Tru Filder-Classonc, and Smourth-Sta r Nominal 7&#39;0 &qJot;Non-Impsxd&quot: Glazed 12/3112022 No Yes No NtA �P?r 2 84 ,,,o.I Aumi,!n M�Ilioa 12J31112024 No Yes Yea hVA Composite, Edge Fbanglona, Sing I. Door (In,swng1Q,tsvvin@; Xcorifigunation) 13 no. Thenno.-T. Fibor-Cl ... i. and S-th-St.r N.,ib.1 7&*39;0 &q..1;N.b-Inp.pt&q­l GI ... d 12Sjn2O22 Comp-ria Edge Fila.,glase Single D­v,ith No Y_ No N)A Sidelito(e) O's'-onglo.te"ing; XOr OX or 0XO domfigur.b.,a) 14 m Therma-Tru Filber-Classic, and Simpoth-Star Nominal 9&#39�O &quot;Npn-Impact&quct, Glazed 1213V2022 No Yes NO NIA Z Composite Edge I'llperglasoo Single Door (Insv,ingirOutsinving: X configuration) 15 o. Thannne-Tu, Filoa,-Caesi� and $mooth-St. Nominal 88.#39;0 �quattion-fir-PaPAquat Glazed 12131i2022 No Yes No NIA Composibe, Edge Fiberglass Single Dp., With Sidelile(s) (I doxming/O.tswita; XC. CX or CX0 wrigurations) Florida Department of Business & Professional Regulation peg. 1 or 1 Florida Department of Business & Professional Regulation Page 2 of 2 Florida Department of Business & Professional Regulation F.ga 3 dF4 16 p. Therma-7ru I'llper-Cassic and Smaxorth�Stiur Nominal B&II &ILothon-Impact%quot'.. Glazed 1213IJ2022 Composite Edge Fiberglass Double DoorWth or N. Yes No NIA Building Codes and Standards 1 M12021 Building Codes and Standards 101a,U21 Building Codes and Standards 302023 withwt Sidelites, (InswingtOtitaming; XXo, 0XKO configuiators) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W 17 q. Thorm.-Tru Filbor­Cksasi� and Smi-th-8tal, Nominal 0&#39;8 &quot,Non-Impact&qLKt Opaque 1213112022 No Yes No N/A 'V,-- - "W' _. ;m - - t , , 7- "" �1'�' "'r I ��� I , M 11 Composite ridge FibergloresSingle Door Mth Transom is r. Therma-Tru Fiber -Classic and $mtroth-Star (I nswi ng)OLitiorong; DIX configuration) Nominal s&#39;8&quotNon-Impact&quot Opaque 12131/2022 No Yes No NtA Code , -, LL "'n", rA Entity or PAI! Dais Data Pending R" "!� xv-, Code 9"ItIlls? Of '211 Data Data Data Perindlineo Date Code Eirlit, d, Dot. Dot. Dot, P,,dino Dete C..p-ito Edge Fibunrelsass Single Do.-Ah Sidl end Transom (lb-ing/0.1iswing. OIXO7 OIOX or O1OXO oborfig.rati.-) T... Von,!- Manufacture, R.'i -in 2020 James Harde Building Products. 1- Concept Ern,m­ & Liasears, validated 5v vall submitted FaCAusioneyal Ari atat.5 Chad Daroks V. And-, T.b Join a Southard, R E. 01/0512021 12114tT020 01,0612021 ding FSC Appr- T­ Winean Ra,Asbn 2020 Alside Cont.'L Ermatit,ir & 1-1-ruse, Validated Bv Nick Thompson Lyndon F. Spharidt. RE. Ryon J King, P.E. Validated Submitted Fee Aad­[ juronwind matrus 0211512021 02JI5,2021 =2J2021 0411&2021 App-d Tedn' Wrens, firse-find.risr Ra,A.I.n 2020 OAF cabled Engineer & Up— Validated Iihe )AIlhutitsal Submitted FEC A,,,,v,l Mialital Such Roow Nienrinan John W. Knozovah, RE 12)lSM22 12ij7/2022 ID2012022 A,,,,,d statute C21071202S Approved 19 a Therma-Tru F ber-Classic and Smooth -Star Nominal 6&#$Q;8 &qtxtNpn-Impspt8qu.t, Opaque 12�31J2022 No Yes No N)A Category: Panal Walls (00) 545-8359 PE-81662 r352) 367-2528 Category: roorol Were (33D)922-2389 PIE-434,09 i8i 3) ?G7-ES55 Categary, Roping (800� 769-34111 PE-59166 (954) TT2-0224 Composite Edge Pilbeinglasse Surge Door with Subcategory: eding cried dlepkc�.m.hardi S.Ihcal.g.ry; Soffita othom".0.1ad,.00d, Subcategory: A,pholt Ernie- rastlehrog.f... Sidalibo�s) (Irr-AnglOtitswing XO, OX or OXO Compliance Method: E,roluction Report to. a a- Comiallame Method: F,aluatien Report from a Compliance Method; Evaluation Report it= a mi Continuous Head and Sill bd�fiigurasl Florida Registered Pvchiteat or. Licensed F.rid. Ft.rd. Registered A,.hit..t or. Lloans.d Fl�rid. Plorda Rqltt,r,dArohitect or a Liaeosed Ronda 20 t The-st-Tru Fbar-Caselip and S.o.th-Stn, Nominal 8&939:0 &quotNon.Impna&&quCt, Opaque 12J3112022 No Yes No NIA Pr.f.-omal Engs,­ Profamicral Entifinver Plot ... I-I Ergi.a.r Composite Edge Fiberglass Single Door with Srdeliro(.� (InswnglOuttowng: XO, OX a OXO Fluts,13192,R0 Products FILMSIM-R5 Pradual, F1.01811244131 Products 21 L. Theirmo-Tru Filber-Clagsic and Smooth -Star Continuous Head and Sill pordifigurationsi) Nominal 6&939;8 &qpot*Ncm-ImPact&quot, Glazed 12J31J2022 No Yes No NfA Quality Assurance Approved for Us. Approved for U. Impact Coolant Conolity A,suar-, Appro-tif-Use, andar-ad for Vs. lrainact Desican duallityAssuranso Annoyed for Ii Approved for Use Impact Design Componota Edge Fiberglass Single Door with se"I'll Proci Model, Numberat- No- Product Dtiscril Contract E.pindlon Data In HVHZ Outside HVU Resulting! Pressure -Sao # P,.du.t Model, Number or No- �.d.a D..rIpti- Candrad Expiration Dot- In HVHZ DW%Ido HVHZ Resistant Pr-..,. a -Go Product Model, Number or Name Product Deurpton Corturand Expiral Data In HVHZ Outside HVHI Resistant Pre.u. Sidere(s) (InsWng/OutsvAbg- XO, OX a OXO 1 Campl.nk L.p Siding lb-c.mart top tiding 12J31112023 Yes Yes NIA NIA 1 a, &quat:2T&quoI Soffit Venter Said Vinyl spin 12.i3laO23 No Yes No NA 1 OAF Asphok Roof Shingles for use in Flil� non-HVHZ Filp.rglos. Wriforced 3-tits, laml stab and 12MRQ025 No Yes NIA NIA Continuous Head and Sill configurations) 2 H.rdiePlc.k Lisp &ding liber-cem.nt lap oldini Inli Yes Yes N/A NJA 2 lb, &R-tAillards, 748io.a.49offit V_t.' Said Vidyl Saint 12J31,2023 No Yes No NJA jurlod(ctions hip/ridge asphalt stri,Zles, I 22 v Them-as-Tirt F ber-Cloussi. and Smooth-Stitr Nominal 8&#39:0 &quctN.m-lmp.dt&qu.t Glazed 12/31IM2 No Yes No NJA 3 c ii,quot;Grembilar Vintage Beade,1039:80tis Vent or Solid Vinyl Soqt 1281,2023 No Yes No NJA Composite Edge Fiberglass Single Doorwith 4 d 2quot;D5&quct; Saint Vent e, Scold Vinyl Sort I V31 Q023 N. Yes No NIA Slderte(3) in-Ang/OutevAng; XO, OX or OXO 5 c 'qu.t;Cha1I11 D.k&q..t; 8-fflt Vart.'sadmaylSoffilt 12�31,2023 No Yes No NVA 23 W. 7hisamm-7ru FlIbet-Clasnoic and Smstath-Star Continuous Head and Sill configurations) Nominal 68039;8 &quot;Non-tmpacA&quot; Opaque 12t3i/2022 No Yes No NIA 6 f. &q..t:S.par Spe.&q-lu Soffif Vent ,rSpidV,"I Soffit 1?1310025 No Yes No NJA Composite Edge Fiberglatep Door Parelsvifth Vented Sidolil (InavAnig/rOut5wing; XX XXX or YOM configurations) 24 x Thermol riber-Classio and Smooth -Star Nominal 89939;0 &quot'Nor-lmFavt8quotL Opaque 1213112C�!2 No Yes No NJA Composite Edge Fiberglass Door Parelswith Vented Gicleolite(s) (I rin-AnglOutowing. XN XXX or X)= configu,eficmis� 26 y Trnomroa�7ru Filear-Cloo,sleard Smooth -Star Nominal 6&*39;8 Squot:Npn-Imipo&&quot-, Glazed 12J3112022 No Yes No NJA Gtomp.81. Edge Fiberg6. D­ Panels Win Vented Sid.liter(a) OravvirglCudoveing, )C( XXX or X)= Florida [)apartment of Business & Professional Regulation Pagel at Florida Department of Business & Professional Regulation Page 1 oil Florida Department of Business & Professional Regulation Pool oil 28 z. Therma-Tru Fiber -Classic and Smooth -Star configurations) Nominal 8&ill i1quatNon-IrripactkJot Glazed l2i3V2022 No Y_ No NJA Building Codes and Standards l0a/2021 Building Codens and Standards 162021 Building Codes and Standards iW21)21 Composite Edge Filderglaos Door Panels with Vented Sidelise(s) (InswinglOultsvvingi; XX XXX or XXYX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail confliguations) 27 ze. Tharma-% Fiber -Classic and Smooth -Star Nominal 6&#S9;8 &quipCNon-Irroadt&quot: Glazed 1213112022 No Ye's No NIA tt'"_1'1bZ11'S___1A-_11 . ' fff I 111.11 - . __�'_ . .1 ­-'r-'^_ jegpx1­-_­ --- 1,"11" �" lr'.�'­ " _'� � �' _­­ ­_­'-'cv­'­'-Y�.'- "­­ , "­,,,;- - '_ - , �_' Composite Edge Fbefglass Single Do. with 38#39,0 Sidarte(a� (Inswring/OutsWrig: XO, OX or OXO ­­ , 0 � ... �� - -- __ , " � - - -_ ­_­­'�� donfigurations) Code Entior on Date Data Dale Pondino Dat. Cod. ]Entity . Date Date Di Plugging Date Code Entry o Date Done Date Pending Dot- 28 zb Therma-Tru 'Itter-Classic and 5mooth-Ster Nominal S&93R8&qi Non-Impanoti1quort; Glazed 1 V3112022 N . Y.. No NIA Zia Version Planufasturtar Contact lind no a, & Lidn"Are Valiall rh� V.0daund Subalitted HIC A,,,,l Aradrann. status TV- version Manufacturer Contact Enainaor& Liesanso Validated the Validated submitted FRC Aadruni A,,,v,d slatue Type version Manufacturer Contact engineer & 1.1c.m. Validated 5, validated Submitted PSC App-.1 Approved Status: Composite Edge Fiberglass Double Door Wth Rovs- 2020 TAIAKO Building Pr.dl LLC Kern Ed. Robert Niongrien John W Kneipavielb, RE I(V3412020 QT'f28f2o2o 10)1212020 lTl5)2020 App,-ad R,svi.l.b 2020 LV. Thompson, In,. did. Thompson Architect­1 Tarry Christman Zachary R. Frost Steven M. Unch, RE 09/17i2020 09116f2020 09QW2020 121512020 Appr-d Rev.- 2020 Fiords Metal Products Int. Clark Jones James L. Bucket. P.E.0 Steven M Unch, RE 011Q?�020 09,25t2020 1=4=0 1211&2020 Appro,ed Uil Sidelites, (InovAng/Outs%%ing: 0)C(Q Caft.gay, Roofing i417) 624-6044 PE-59166 t954) 772-62�4 Metals Company iTAMC On (515) 248-3456 PE-74021 f7l7)317-8454 Category: pool (904) 783-8400 CRUCK G.0-an-Irrg (T17) 3i7-13454 29 zo. Therinne-Tru FtIber-Clainsic and Smooth -Star oprifig­lion) Nominal s&P39;O kvoOon-fmpaott�quot; Glazed 12�3112022 No ytsa� No NiA SiXaCtit.gory: Lirdadtrydb.bl� kord-ader@hunko com Category; Roping lontrAgom.4.1n.efirgoam, Subcategory; R.plirg Access.- that are ed clo'kipifterned com PE,31242 Composite Edge Fiberg laso Single Door with 38#39: 0 Compliance Method: Evaluation Report ham a subcategory, posting Anae.ttriss that one an Integjal Portofino p.dilngByttem Sidelite(o) (I nswngtOutevving; XO, OX or OXO Florida R,glstarad Architect or a Licenoned Florida Integral Part ofthe Roofing System Compliance Method; Evaluation Report from a confiourations) Prd'assi-irl Engineer Compliance method: Evaluation Poport tons a Florida RogNtateciAndoitact or. Licensed Plend. 30 zol, Therma-Tru Fber-ChossiG and Smool Nominal 8039D 9quot:Non-ImpandilquM Glazed 12131r2022 No Yes No NIA Florida Registered Anctilleat.- Li.odsocl Florida Pr.f.sal­l Engineer Composite Edge Fiberglass, Double Door with FIL*12323-R9 Products I I P,clon.i.nal Engines, flAR15311-UP,agilds 3&#39;0 Sidellas (InsvoriglOutsowng, OXXO Qualltv Assurance ArurrovedfortJo. Adoe­d to, thaa lairount Donald, FUtlelins-RIlProducts 31 zo. Therroo-Tru Filber-Cesslo and Smooth -Star ponfiguration) Nominal 7&#39;C &qucr!;Non-Imp.pt&quo�. Shok.r 12131J2022 No Yes No NIA $1.0 Prod,mil: M.d.1, Ntebt,, a, Ph., lord'suat Joeguothation Contract Eivair,flan Dot. 1, HVHZ outside HVQ Resistant Pressure, Quality Assurance Approvegindruire Approved for Use Impact 21W9121 S.-A Product Mod.l. Number .1 N.= Cor!!��a Approved T" Up Approved for Use Product Description in HVHj Oudad. HVHZ Impact Design Resistant prosenint Saries, Composite Fri Glezrad Fiberiglase. Single 1 TAMKO Roof Underlayments (HVHZ) Roof undadaydrenN for use in F RC Hl 0"O023 Ira No NIA NYA Be- is Product Market. lounigor do N­ Pred..1, �..,i�.g Contract Etcaftation ])at, in HVHZ Outside HVHZ Postulant Passuni ,� 3- FLAMOO &q3ct:RV 10 Ridge Vo.&quM: Aluminum Ridge Vents for Pitchad rooki falbriftlied 12)31QO24 No Yes 14. N)A Door Wth or Wthcut 1&#39;2 Sidelile(s) tinnowng(Cutrowing: X. OX XO or CX0 configurantrods) . 2 TAMKO Roof UndarIay­tstNCN-HVHZ) jurisdictions. R.durdlad.ynrarl� to, use h F9C n--HV14Z MR/2023 N. Yes NIA NYA I TAMCO Flat Top Off-Ridg. Vent 11ith Sort. for Tile 26 go. stall. roal'verittlebar,fth beffl. 0910912026 Yes Yes NIA *A I from 0.025'Al.minum judedictiono. 2 TAMCO O.w.n.cI,V.nt 3 TAIAGO Off -Ridge Roof Van[ with Baltic 26 go. 09109/2Q26 26 gL stair, roofwMilata with integrated baffle 010912026 No Yes NIA -0�52.5 Yes Yes Nvk WA 4 TAMCO Round Top Off-Ridgic Vent with Baft for Tile 26 ga, .W.dofyontifthst-with baffle 091013/2025 Yes Yes NYA NiA Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation Pogo I of I Florida Department Of Business & Professional Regulation peg. i as Florida Department of Business & Professional Regulation Peg. i oil Building Codes and Standards W/2021 Building Codes and Standards liT2021 Building Codes and Standards 3rd202d Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) -'v,it5 g� 1.51§ - A , r� ­g'-�' Rp*q';' . , I , , 11 - ' , -1 �1 -.1"I" ill �11� .- - ­ - o­­­"g�""­ - "-., - - ' -'� ' "-'-, � -, ' - - ­41�os';g�r'��-" ­',", �� " , _" , �u ��.,�,,,,,�,-,;,9���,���'�,�,���� 0'Q_-W'-'W- 'F" - - -;.".. Y ,_4� 'r, � , -- � - , � I �., - , ______ � '3�' Wil '� , , t� A 4"'�,"' , �X, I - , , � , - - � a� . , - , � c� --- �,, �_ ... �_ , -11,11,11111, ­ % , M!',;_ , -, . I - "it ­­­ ­_ ­ ­I&I'l- � KoWS0, ___.__­W�MZZqi�WM " Code I'vo. Version Mmunflandunne, Perris- 2020 L-.,- Entity Dole "re Dot. Pending Data Conrad firdinder & Liceme, validated By Validated Submitted F15C ft.ni And— stat- Katrina JeJley J-a L. Ra.knae. P F, Staven M. U,fiah� RE 11123M20 1112W2020 1112n,12020 ding FBC Appn Cod. T­ Version Mormilisett,­ Review 2320 Borst R.Kog Entithe an Contact Endra, & License Validated Be Andween Robin LARMC Uniform Evaluation G.ryW.W.Ika1 211111 Dot. Dat, Poona- JIM Validated Subarithai FBC A --,I Adonaved status 11103M20 11)0212020 IVID512020 Approved Cod. TVP4 Version Manurfatatu ror Revision 2020 GlebeJ Protection Products, LLC. FjrJty o oat. Data Date Pending Contact gral"ourilkuden. vandesed BY Validated ilutgnitttinal IFISCAponoval Tim Robinson Walter A run Jr. P.F_ John W Knozav*h, RE OD0812020 09n8r2G20 1MI12020 oz. Approyo Status 1211512D20 Approved (D FL#6259-R31 Code E11-t-Ty -01 Date Date Date Date Status Cat.gony: Roping (501) 083-61 33 PE-31242 (717) 317-8454 Caao.'Y: R..fl'Q (401) 380-6091 SeNites LLC (205) 854-0160 Codagary, Shuft­ (954) 3139-7545 PE-441137 (950 7T2-6224 lype Version Manufacturer Contact . _ - Revision 2C23 POLYGLASS USA Maury.AlpeFt, _F_ngineer & Validated By Validated Submitted Pending. APProved Approved . . License John W 1=612020 10122/2020 FIBC 1211512020 SubC.tsq.ry:R.pfngAp-i-thai I mogi-al Part prints Roofing System rompl�n,,FQ,ih,d:Evolu,timF?epcd�a ,jel.yDiormarro. ocra SubCat,"ty: Boding Tles r,mpilan,, Mell Evaluation Report from a Pndd�d 15-1-d- Early R.bInArdano.nQb-I.co in Sufl,Cad.gory! Ston. Panels Compliance Method: Evaluation Report ton a tIon.,oNn.pb@gppp.t.,o in Category: Roofing S954233133OSmalpert@pclyglass.�m Robert Niaminen Knezervich, PE Al2Rroval Florida ReosteradArclurtact pris Licensedi'lorkla Florida R.shaMbodArdbitoot or a Licensed Florida profe"Joriftl Engineer Subcategory: PF-59168 (954) 772-E3224 11fC112020 Prolosslaral Engineer FL#7349rR12 Products I Underlayrnents Compliance Method: Fttlln?U2�116 laidedutors Quality Assurance Arri for Use Approved for Use Impact Diallon §22-0 15 9 9L."I" P�'Wtl.olea` nlry,eiate, Split Old English Quality Assairwe C.ndr.gLE­uW on Date R,tP,a`I­Dsbv.r,CO 12 0 f3l Q021 Approved for Us, Approved for Use Inni Design I,, HVHZ ountids HVHZ Reahlbust Pressure No Yes NrA NIA FL#1507OA6 Product, Q­IitvA,s­rce ARebovelfbil A,,,,n,l to, Ll- larded 0-Itud E Evaluation Reportfrom Sao# Plagued Motion. timber to, N,nn@ P,,dud Opocripticirt Contract Earerallan Daitit in HVHZ outtvirl. HV14Z lirsortitaint landisium Thatolo &..p; Impact fillu Product= ,,b,,,,N,,, Product Doducirl,fl- Central lbtial-kin gets In HVHZ consists HVHZ lNed'hust Pro,,, a Florida Registered I Dork-Ael DA-4 or TR[l D-k-Ar DA-4 L- Profile, Polypropylene Plastic R..fVom 1211012025 No Yes No 197,6/-97.5 17 8spostrYM-81turs. Shake "mp: Split Broke Rod Profflo - Stockton, CA 12131 r2020 No Yen NIA N/A 1 20 Gags Ga. zod Steel Storm PtinaloMV11Z CorrugatedGalvarlizad Steel Storm Panelaretalred IM1,2022 ye, Yes Yes NIA -6--i I Architect or a Licensed Florida Professional MechanicalIVAtusehad to Ply,tood Deck, 19 S-y 600 - 8--, Shake &-P; Split Shake i9 8...y 700 - Shake Shito �­;,; Split Shake Flat Frail. - Plot. CA 12131 r2020 Flat erol - Slot,krod. r�A 121SI t2020 No Yes NIA NIA No Y" NIA NIA 2 24 Gaga Galvanized Steal Or- Pan,AWV4HVHZ or not try dra,*It to provide trump ... protection. Corrugated Galvanized Steel Storm Panels retained IMI/2023 No Yes Yes N/A =3 (D Engineer 20 SooryTOG-Shish., Slilta&srnp: Split Shake 27 Tols; Espim. I Bandeldr. Flat Pronle- Rillp, CA 1�1�'11121111 High Pirelli. - Katy, TX Q02d No Y s NIA NIA N. Yes N/A NIA ornot bytrocks to provide hurricane israection. a) 29 Ora Lon, Pr­dfia - K. ty. TX 12�51=20 No Yes NIA NIA FLN269-111311 Products Qually. Assuranc approved for Use Appimad--follLatit tMiq at Desia . �L_ I = &.9129- Product Model, Number orNarn Product Desnoriellea Contract E?pirailion In HVHZ Outside HVH Resistant Pressure U) Date I Polyglass Roof Underlayments Roping undehayments 1012112022 No Yes NIA -Nl I Polyglass. Roof Underlayments WHZ) Poly&ss roof unclerlayments for Use In FBC 12(2312023 Yes No NIA NIA M HVHZjurI.dI.h-. � > 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof underaymentS, for Use In l7J2312023 No FRO n.n-HVHZ jt�rlsglksloras. Yes N/A -N)AI-622.5 M 0 1 Folyglass, Roof Undedayments iHVHZ) Polyglass roof underlayments for use In FBQ12i2MC23 Yes No NIA NiA Flodda Department of Business & Professional Regulation Peg, I 0 I FloNda Department of Business & Professional Regulation Pa.. I oll Florida Department of Business & Professional Regulation Pagel of 1 L_ 2 Polyglass Roof Undertayments inon-HVH4� HVHZ jurledinflons. Poll roof Underlayments,fcr use in 1212MC23 No Yes NIA -NIK-622,6 Building Codes and Standards 1125t2022 Building Codes and Standards ilo=21 Building Codes and Standards 1174021 > 0- FSC non-HVIAZjurhadlistions. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- 1 Polyglass Roof Undedayments (HVHZ'p Polygla5s roof underlayments, for use in FBC12123(2023 Yes HVHZ jurisdictions. No NIA NIA 0 < 11 � - I ­1 I . " , �, - g I -'re, , ­4 - 1riK-"1'1&"rj'­ n .". . M , %4 , _� , SEZRWIL�N­'Irlo�_'__' � n' �. , ,�"'Q'1'00Z� " ,,, � I'll , r'." ' _1111 , , n , , j��;�-j "- it I ,'k "I Z"' 1 'g, � � '� - I ­4 _ '* All, � r� 2 Polyglasr� Roof Undelayments (non-IHVHZ� Polyglass roof undeflayments, for use In 1212312C23 No Yes NIA -NIAI-622,6 C040 , ,� �' , MDR' IM-1-1- _1_11oz19_F � Jlll I OWN., Entity or Data Date Date Pending Dot. Cod. Entity or '� , �'W% Aft P& Dreleendirm Dal 0 Code Entity o Data gas Date Pending , ��� 7 no , � FBC ri jurisdictions. Type Version Manufacturer Contact Ehomener & License Validated Validated Submitted FITICApprovat Approved Storm a T'll". Voral- Manufacturer Contact Endb ... &U .... as Validated Validated anitigirthid PBC Approval A,,,,d attillus T­ Worenan Manufacturer C-ol.olt Enumear & Usome Validated der V.11disfird Submitted FBC Apturaver Aribrovad status L. i 1 Polyglas, Roof LlInderlayments (HVHZ) Polyglass roof underlayments for use in r13012=023 Yes No NIA N/A Rwisim 2020 All Annewart Shutters and Glace M,I,,. Barbied Frank L, Bernardo, RE Troy Bistrop PLE' 10128[2020 1011512020 1 1 1105�2020 12(1512Cr2O Appr-edl Revision 2020 Alpine Stunart La,-io ICC Evolutdid. S.M.., LLC William M. Rtahlar'L RE lOnI �2020 1 D/2212020 I I/E512020 lli05,T02D Apprw.d Revision 202g Commercial Conaboto Productelno, Robert cille Samuel A. Greenberg John Hoy 12/16M20 12116r2020 ID29/2= ding F:BC Apor, 0 2 Polyglass Roof Undedayments inon-HVHZ) HVHZ iLintriond idlio... Poll roof underlayments, for use in 1212312023 No Yes NA -NAI-6215 category: Shqtnate suisCaluagorry: Storm Panel. (561) 712-9582 FE-0046549 (954) 947-0880 mikeb@al lannericarshuto Category: Shurt.rel Comp.rento S.InC.l.g.ry; Truss Notes (321) 710-3377 (4071681-1917 al-i'a.ldneitte.c.. category: structural Components inutoCalogwy: Products Introducad as a Roanutt of (41 3) 059-s707 PE-34245 �M2) 508-5311 P'.bssgp1.'@ydIh..c.m =3 FBC non-HVH2 jurisdictions. Compliance Method: Evaluation RepcnA from a Florida Registered Architectora Lipenesod Florida ra'p.m Compliance Method; Evaluation Report *- a Product evelasti,in Entity N -T.chnddigy ComPllarcs Method: Evaluation _0 Profesaionaf Engineer FL91 999-H7 Products Report from a Florida RagiaeredA,�hlh,,i or . Licensed Ford. lonofessioral Engineer 0 FL#1 7eS$-R3 Products Clunnity A. -re... Arson ... d for U. A pproved fear Us. Moser Design " Sao a Product Model, Numbed-orhame QualindrAssurnin Approved for Us Approved for Use Impact collision Product Description Contract E.phratiord [)am in Hvtiz outside HYKZ Restirl Pressure S-49 Pil or Made. N ughlber r on No. 1 ITW BCGhkolda Higher Strength jH &a.p: 8) Product Description ConaractECUldal" Data In HVHZ Outside HVHZ Recruiting Pressure Model Connector Plane t2f3l/2024 Yes Yes WA N/A " 774,11tir Produ Quattro Assurance Aboaronval for Use Aistind-al for Us, Ini C.Mar 0- 1 24g. Gaveriz.cl St -I Storm Panels 24g. Galvanized Steel Storm Parels 12`31f2022 Yes Yes Yes N/A 2 ITW 80GIAtolde Hinge Plate Metal C.nmeter Plot. 12f3l/2024 Yes Yes NIA NIA Seak Prodijej Modal, Number or Phuna Produce Detenlyton Conshaa,11 Etoolration Vale In HVHZ OnAeld. HVH Resistant Pressure < 3 ITW BCG/Adpib, Trull. 4 TW 8NG/Alphns Wave Metal Comettor Plate 12f3l/2024 Metal Corto6stor Plot, 12J3V2024 Yes Yes NYA NIA Yes Yes NIA N)A I Quality Prtraua(dr commercial Conerea Products Precast and Prestressed Concrete Llitals GU252024 N. Yes NX NLy, (D U) I -4--i ICU 0 M = < Florida Department of Business & Professional Regulation Building Codes and Standards P.g.2 02 M12023 Florida Department of Business & Professional Regulation Peg. I .It Building Codes arid Standards W4W21 Florida Department of Business & Professional Regulation Building Codes and Standards Pogo I of2 01291zin """"�0 0- �_ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ CU _ _�_�: , ?�"T �'i '," A, �q,'�_ %�_ �' "'j� , _ , _" --l.- '­­ - ­ 1, n, ' ;, W'' ­�"'­-' ­-W�'�­`u %-�- �"�-_'� -'�;�' L ` - "��_'�" ' ",""-' �,," __�­'_"'7 _;L'��"'­'­_�­,-�__V� _��___"jt _ _­ " , -1-1 -r'-'-__"'�'­_'_'_-' -'-, t� _ _� , _ - I � �1 t, e ­'%��'. , i�g Al - "";. _ , I . ­ : ­11" I", .1 - -- - 1--.r- `��� A-000 'a. , ", v'�' _��'� " ;ir - W'��t;k--'.�%_ � - - -_ - .- L ... ,,"I I L __'_�_' _. _'_'______�' - Cod. � 11 _ Enlitne or Data Dole Data P,,di- � , Dot- Cod- I � I ­0 Entire or Dais Data Date Ravenna oat" Cod- Entity '_ - ­­_ Me gone Care Pernallinto 21111.1 L. Uj = Ty� Version Manufacturer Contact Engineer & Uponse vandatedi By Validated Subdaltiod FIFIC Approval Approved st.h.'a T­ Version motanjoact.rar coottia, enourear to Li,,,- validated! Ely val suomi"l F13c And"i A-an,'d .40- T-a Von.[. Man'tile'lumar Contact Stratirarr S, ILI—- Validated Isw Validated suborfirad FMC A ­ad And- $11'ard's 2 = R-snan 2G2Q MIT.k Jnc. C2tQgOfy: ,qtmdu,,l comotment, Ern Welder JCC Gv.1-fion Sannea. LLC [CC Evaluation Sa""L (952)898�8635 LLC, 0110312023 'MaQ022 31,d312aZ3 Approved Revion. 2020 Way.me.user Collegians: Structural Comporosot, Rod Boldroin ICC E.W.hon Sendea, LLC Ian Larine, P.E. 02/0212021 1011312020 02J=2021 Approved (253) 924-13473 (608) 836-32M R.b.t.BsI&A,naf9%­y.rh. Atfirmation 2020 Apra Aumtrum. Inc. Calenjoq: Panel Walls Jose Siva Luls R. Loma, et- M Utah, RE i4O7', 509-20(113 PE-62514 i7l n 31 7-8454 111IW2020 1111612020 11/2012020 Appr-d < a) 8 "oCalogran, Twac Plere,, Cornpll­ Method: insa-ii. Report to- . e.oldononnii-in (205� 599-9800 8.bCacsg,nri,; Engne,rad L.mbs, Compliance insured: Evoll Report from A ous.ro.m Subcategory: Solits aIphoaiummumInc4_yaho 2! ProdLnt Evaluation Entity Product Evaluation Entity Conmr4ance Method: Evaluation Report borm a Flord. P.glater.dArohlined or. U-sed Florida a..m Z __j FL.12197-RIO Products FL#MV.Rl I Products Professional Engineer < 011sitorAle-ne, Amprovod to, Use Approved for Use Im ... t Dattion, Quality Arnourgr000 Appro,iod for List, Awrowd for Usti jEl Design VLOI9644-RS Pr,dud% I I -S-0 Product Model. Nunibun or Name prod.ot Description Cumbirpot e,pindom Core In HVHZ Outside HVH R-intumi Pre's.ra So- # ian.duiol Model. Nurdla,­ Name Product Desurriplid cont,sot expiration Dole In 4vlfz Outside HVH R.,Nhunt landa,ur, Owallty Assurgu�jg AvionswelforlJ9. Approved toy Use Impact Design _j I M10AHS 18 go high strength truss connector plate 121312024 Yes Y. NIA NIA 1 Miurplem LVL LannInated'denser Lumber 03r3112023 No Y_ N,% NIA Soi Product lilludist Number u, No— Product Doserlial contract Expiration Data 1, HVHZ Colinas. Hvitz Resistant P,,,,,r, a- 2 Ml8SHS 18 ga. super high strength truss call plate lV310024 yes Yes NX NJA 2 Pisall.. P$L S TimberStrand LSL Parallel Strand Lumber ONMV23 No Yes NA WA Lonr0rat.d Sthsad Lr.b.r 03i3l/2023 No Yen NJA N/A T Alpha Alumlnum Sold gamp:Verodl Aluminum 0offitf Alpha Alunchum Solid 6.amp: Vented Auminum OV3012023 No Yes No NfA 3 4 .11 is MT18HS I a a.. truss t000-cor plot. lV31,2024 18 Do high strength arussuartradar plate i2t3V2024 Yes Yes Yes Yes MIA NIA WA NIA 4 TJ Rim Board structural C.mp..II. Lumber or arreofted Strand 03i3l/2023 No Yes NIA N/A QlAu &omp; wood Safflur CMU &.mp; Wood I SHEET NO. 5 MT20HS 20 go, high strength In ... s-hador plate 12)31,2024 Yes Yes MIA NJA board Rim Board Weyerhaeuser Rim Board Orlented Stnond Board Rim Bwfd Yes N/A NIA 6 T-111. N1718 i8 go, truss conna,or Potes l2i3l=24 Yes Yes N fA TIJA 5 QtV3112023 N. 7 TL20, MI'M 20 ge. truss con -al., plate, 12131J2024 Yee Yes N,A N/A I March 6, 2023 1 PA 1.1 I I - - - - I Ild I - - � I I I I I I I h 11 11 1. 1,11, , ,-Il ,N1 1.1 . on lll.hj'�I'AA I - ,I '." j, . 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Wndow Robinson PE44135 (Bal)6254M M W /2020d i -I.- /I � � F (�' � aeeeebg try; Single Hung (641)6214MM (WI)411AE27 8ubGofperY 8lngle Hung 041)8214M BFind (541)521-MM (551)49141921 BubGetp4ry: Flied (041)621 �WB ♦•, %mplisne0 y L O VJ Cn Co compliance Method: Certification Marc or usting pellopnoducbpproralope 6amplim" Method: CenMcmlon Mark or Elating pelbpruducbpp"atepe Ina NubC*"wr.. gomplaa Method: CenMoslon Mark w U7ting pellopodnxAaPProwi®pe Ina tom Method: Evaklallon Repot from a pellapoduotapprovalfilipe, t= Rands Reffidered Avon mad or■Lbommsf Flonos li.-M L2 D CU U) Ih.cam Wm Prof09alOnal Engineer f' m V frunI 18.M21kmdrb FLimsBD3.R4 Py ([ - s O O • . _ ..•0 F[d.1g916R! PaaBiMe ' .. L 12 AKI 1 Prated Model. Number a,Nar Solos 1828 High Performances Single Hung OMlib Apuvrr Produel0.merkal CekroetE:awnion Dale Vlrryl Slrgle Hung WkWow(4T x 72') W1702CI27 Aoor4rad (rqr Ilea Armwd in HVHZ OubW No has Uaa HVNZ Yea Imneee Oadan Eafntst Prison No +BALM Awl 1 Produu Manuel. Numbr orNarne Polo la awl. Singh Hung INno- J�ga Aeenr a ass Ns•... Aeerewd PradunF0.rrimi`r Contrast Reairarbn Dab in NVHi curfews 35'x91h MnylNohimpsd Single Hung Window W222022 No b Ur ( { HVNZ Reeunnt Yea No g�(gp p44g¢yrg +41e40 AWl Pmd" Model. NLM& at Memo 1 450Ie1O20 ProtlrlDowift CammatExaiodso Dab Vinyl road window (W X781 U7Mar2022 ilnHVX2 Qg�le No Wkmad RVM Yet No not" Protest +29125 .+� t�eoNhrArrrm" AovavW for Uaa A191 Pro" Model. Nunbor er Names "NlDarrilyd CersmotExsiratio. Dag in NVHZ opbMS HVHZ to {4 C� iRrE�t-4/a y � � O CL � O � O 1 e 2 SeloslCM High Perfomenoeaingle Hung VNy1Hbh Performance single, Hung TWln DOM1/1027 No Yes No +Fi0).M 2 Paoll) Series Single Hung Wndow 84'xe0'Vlnyl Nonlmpadt Singla Hung Window O'FMW022 No Yp NO +45"o 2 Stilts 1=0 Wyi Brad Wndew(1081 x N•) 07(18i'2022 No Vet tip +2111.28 1 1a6enei Fange Fixed 10 Bar"V2- Flange FIbad WkMaa MI&2031 Yea Yea � .� I.i� 3 vinyl D7r092022 NO Yes No +SW,80 a Sens, Fltatl Window(50'x50') 0711812022 No yes No +50i.Sp 3• p,� W /��'1•'�� �4J 4}. CU 9 Series 1=0 Sinco Huy Comixelb(Y1 x 85-112') %1Vangle Hung Tnplo Conp* ts(10g'rr72-) W1812027 No Vas No +4SL40 4 Pass 1a safte, Slhgrs Hung Wno w Pete lOSersosingle Hung Whom 54' x CW Non -Impact Singla rung Who- 48- x 7S' Mnyl Non•ImpW$)ngb Hong Window DT;CW2022 No Yea No +aD 70 1020 Well O � O p Q 11 aerIKlQ2p audio Huy MrryI:lrgle Hung Tnpl.cmprM(10rxa3.51 OB123P427 No yes No +3H35 a Pets 10 Series Single Hung Wndow 8r x or Mnyl Non-Impw give Hung Window Mt=(122 No Yes No +all FLMWRISPraft - '�^/� VJ TS E O 5 8 Sniss 1020 Blrgia Hung Soles 102p SIrglO Hung Virryi Sbgle Hung Twln Composite (98.5' x W.Bry WM32027 1JIV:Ingie Hung 7bin MIGUC27 No No yes Yes No +38i-35 No +35135 6 7 Pau 10 Sates Single Hung W ndorr Pebl0aerMa Sngla Hung Wr4ow 3r x7r Vlnyi NarHmped Single Hung Window 07'MV.=2 NO UAW 9D'Vlnyl Non Single Hung WIP40N 100712023 No Yes W Yee No +80f-80 +salao Orlit Arartma Abrams, M We Aaamwd MUM Imam ggyaR o � V � 44 � - ♦-� V (��a+' � L L 7 Sang 1O12081=11116 Opmposlte (72'x6u8') NrMSRgM Hung 7Hple WM82027 NO Y@ No +8Fi1-8N x -Impel �E Product Model. Number or Name Produce Dertmion CaoerMlEaairMies DW in HVHZ Oubida KM r Re9auM �ggn �.+ 3 � Cut (n '�e'� O CL 8 30rI: 1p120$Irg10 HUy CgnppNe (109'x5&5') Mmrl Singh Hung Window(4r x72') O5M7f2027 No Yes lVb +Sa39 F1aHaB0YRa PnduCO 1 Sarre l0/20 Virylraw wlrxlaw. lea'x7al 07M82024 No Vas No +281-% t2 O2 �` rR "�� Q 2 Sales 10f2D Vltyl piedw 04'i O7M52024 No Yes No +25,-TD C y �� 9 10 eenM 1020. Single Hung game"'10 Single Huy VIny191rigle Hung Window x69.112) OW132027 VIr0731ngle Hung Wlntldrl88'xa9.1?) DBi1812027 No N4 Yea Yog M1b ill +3y-38 ,sabLZINY>� 6eermMMuea &pp J ggMgp 8 Senea l(Y2g Vinyl Flso3D WIMow (SO•xgg') 07/1SF2024 Window tip Vp top +y)y.g0 G cc > W. � = L. 11 BerlatIOM Single Huy W170027 No Yin No +3r938 as" Prstrart Madst.Numher er Nam• Pradrt0.rdetiaf Csntrset ExdartienDW in HVHL Ouuida NVHZ 'i n �ggg(a .- 12 Same 1Ly20sirgls Hurg Virryl 8lyle Hung Wlndow(4rx84') Mao Single Hung Window (W x721) 0W182027 No Yes No +3rii-39 1 PelolOSabs Singla Hung Wndow Sr x W Mnyi Non•Impsd Whom Hung Whom 001222023 No Yet Flo +4N�40 G E 13 SenMl0i2o Single Huy Single Hung Twin Cempoeto(T2'x.sa- W232027 No Yr No +38F38 2 3 Pea lO Series Single Hung All Pena la Hung Wntlpw 84'x SIX Mnyl Nonlmpoot Single Hung Wlncbw llm 2ma No Non-Inpx2 rlartlm* O6lW2023 NO Yes Par yes No +4545 +604-aD 4C CD � V 14 1S 18 Sorted 19i2031rgle HUy SaIM 1DR0 Slyk HUy Sense101Rg Vrgle Hpng Vinyl9kgle Hung TWln Composllo(98-8'x88� f16212027 \AV Virryl SeglO Hung Tlrin Oa \aryl single Hung Twin Ccmpeeile(72'x•72) 0e118r2027 No No Yea Yes No +35h35 No +4f*A0 4 8 Santos Singla Pala lO son. Singla. Hung Whom Pau 10 geles single Hung Whom 54•xa3'Vinyl Singh wn9 38'x82 Mall Non-knpid Single Hung Wintlow OW2=1 No 5V W Y 84' Valyl Non-Imp"Single Hung Window 10r172023 No Vp No Yea No +56465 +60� w *� 17 Sates IW491ngio Hung Vlmyl Fitted Wlyi Single Hung Flankas(10r x72) 1U0042021 No Yes No +3a'w FLa41206t913MVdob . goWbANIMMO Aamm ell inn us.... huamkvjtua Imam 20M MigLe Prodrmt. Mehl. Number at hams Pmdual D•rridion aasrerl6xdrethLQW 1.111 2 OuleMa HVHZ Resistant Preaaum 1 13D Somme drThermptpr Or Encompass OrAventi High Performanoe Single Hung \RV High Parbrmenra Single Hung (42 x 72) 0e117124127 No Yr No +5W-.80 2 150 Son. orThermrtar or Enosmass orAvertf High Will High Performance single Hung Twln DW112027 NO Yee No +Shoo Performance Single Hung COrrpplCe (72' x 8512'} a 150 Santo MTh"80alW Enoompap orAvano Single Wh4SlrgIS Hung hits COrrpoefe(10g'x72') 08115=7 No Yes W +4W40 Hung 4 1210 Homes orThermestar or Erxaompau orAwand Singla MmiSlyle Hung Triple Conpoaha(10r xaXS) W232027 No Yes No +3d35 HUg Ronda Departinert of Business & Professional Regulation P•pe l f 1 Floods Departinert Of Business & Professional Regulation Page f al Florida Department of Business & Professional Regulation Pass of 2 Building Codes and Standards enaxaxx Budding codes and Standards Ono= Building Codes and Standards e1020x2 Product Approval Application Detail Product Approval Application Detail Product Approval Appllgaton Dotal Y ,_,......, .. ,. .., ..... ^x „ �. , .. ., ., ,. z. ... . w: 1. fi .,'".w.. -.,. _ .�. .,+ Y4. rc '."a `T. ... .. ri � ,'ere.. .. .v ,...,. .r4 :., v..... 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PE, LLC 07M42OM 07M4I2020 OTM OC20 Approved AHmuBon 2020 Pole Gorporation Joe Hereon Send[ Win"w"Door James L duo mar, P.E. 0711412020 0771412020 0712012020 Appnwd Cstp4ry--Wntlows RObinW MamlitmaerAasOalation GRUCCEyineerkg Ceemoo r.Wndows RobirW1 PE44135 (681)828a485 CabgoerF E40,10, Doors Robinson MmnufaOW2rAtoolo0on 09UC(Engineerty 8uboohaeme Horaonbl Sprier (S41)4214{09a (E61)4114KI77 subCaMaary. himlacrdl 311dor M41)141-SM gubCdagary. Bldmg E)dedorDmAmmefir M41)r21-boas 1581)401.027 C-PlUse a Method: 00,111 tlon Mark Ur usting pellspmdutlsppro ape Compfianr Method: Evaluagon Report From. PeIhl88durmpprcwnWpe Gomplirr Method: GeMPentbn Mai or Usting PelleprodudaPRroval®Pe Ilacom Florlds Reglssoed ANhitedt or a Lbensad Florida Ile.Oom Ilacom FLa111fi1Jn PmduW 3 j(y sg 'egg - Aan'eved For Ua• Aeemw,d M Use JM" ggpyg FLa12811-M4pmdooke Professional Englmer : ��::Ialti2 pniWa SIMiiK$MIf�O! A,,,r d M Use AutoronaNI(er U -- lmum ➢a119a Awl Rroduet KW,I. Number at NM2 ProdNt0.rdaUm Caet rt Erdrsdan 0.ia in NVNZ outside No Roelabnt Prrgun OMIiho"am1M AndrawdFW Use AaeraeellFW boom Oaten Dal PmdrMt Model. Number erNome AYtlut Dardmlal ContmdtE%bb*i nDW in xwiz OubYs .&31Nat $!g!8@ 1 45 les1O20611dingWindow Nrryl$lldirgVYlr4ow(NForM,73-12'x6q Wi2712023 No Yet No +SD)-M �9.L Pw111d Model. Mosher er Nair PretNldrtdiar Gentlest Exebdlon Orb bHYHL OubM HZ 0. s HYalNanr Pgtyi�ln 1 SarleslaW2891dinggiw Door Vlrry12-Faml'UX'M%' lding Sk-Don,(W x) 11(3mul NO Yes No +264% 2 8=10R0alk3ng rondo', Ngoa r"i SlldIWind- COX or X0, 73.10, x 36') rAwa23 NO Yes No +38135 1 Senr 10 Sliding Wndew Sallee lO VIV Flayed SlkIng Windows 0&252W1 No Yes Ns NIA 2 Series 101=25 Sliding Oleos Dow VIV Skglo Pw* Flned'0' Door(ayjellte; 34-1&lf- DM&2022 No Yea No +3W-M a Zones 1O20 SIMI"9 Whom Mrryl SNMng VVInU Moll,10r x 50') 03272023 No yes No +36r30 x al -UP) 4 Somme 10208IIdng Wrtdow Wq4 Shams Wndotv(XOX, 10rx 30') ae272023 No Yes No +35,45 3 Series 1012028 Sidly Glass Door WFA 24'pnol'OK 8ltllrg Glass Door(/2 x 82') to(O8i2021 No yet W +35475 4 Series 1CM0125 Sdd[no Glass Door VIV$"Is Pawl Fit* -0- Door fSWIft 47.10 x ¢1 M022 No Yes No +2a-25 9s129 FLl0484118 Prad�lxfi OralifyArr•'Mas Atmrawed For Us. Amorowd MUM !am DWMn �.� Prodad Motel. Number or Name PIadNID•aariall CaetlastExeiMhn Deb in HVHi Outhda HVH2 IYaiithi Pomp, 1 Series 150 arErwonpela orAvand Sliding Glass Door mrrA 24bmelTX•Siding G4ls Door(08.12' x W12402031 No Yr IW +2N-25 $8.112-) 2 Sense180 or Encompass orAwnd Sliding Ohm Door 'ArrA Slrgle Panel Flwd'U'Doem(SkWIK 35-12'x 02MMO2 No VM No +41140 91-12-) 3 Sold 13D or Encompass CrAwna SIWly Glassfloor Vlrry424ynel10X' Slldbw g clean Door CM fur• WIO82022 No yes No +3N38 4 Sales 180 or Fsoxnpap orAvand811ding flip Door ),W angle Porten Flwd'0' Door (av2elNe, 47-10 x EZ1182032 No Yea No +251.25 9[ 1� Flaa14f4t1APmimfn: - Awl Preclude Mod,]. dustiest, at Mar GaMtwA-weaa Pradast wrdet an CantrastExahethn AaeravadM ass AaemrrMUse Deb 1n 14VHz outside WiJ2 )I Resistant RW:ag gym 1 Sales 180 or Encompase orAwnl Siding Glsto Door VIV 2440nel'OX' Sidirm (lobe floor 18612 x OW242C31 No Yes W +25123 95-112l 2 Saue 150 or E cress orA and SlIsIng Ohm Door Vinyl Skills Panel Fined'D' Door (SMelllex 38.11E x MM00032 No Vas No +401.40 81.12-) 3 Salem 150 or Encompass orAvsmU SION Copp Door %W241mrol'OIP SINIrg pale Door(72x 82y 01 NO Yes No +3&35 4 Swim 150 or Ereoirpro orA-1 Slltllng Ulm Door Wry\Binge Panel Fit= 10'Door(SkINNa, 47.1R'x 021182032 No yes No +26628 9512� Cn E �a z W _ CU o L L U O L. U) +J C6 U m 3 Q -10 O L w� z J z J d SHEET NO. March 6, 2023 I PA 10 is �7 L y i . .. III. 1 i U •.. _: I � --. rl. lld�� F- 1 ,1-1 , --F - I I I - I (3) C/) -Z6 (3) -6-0 > 0 0 = L_ _0 CD_ 0 01M Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12W/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213WO20 Simpson Strong -Tie 2020 FBC Approved Products C-S Updated 1/30%2G 0 For direct links toAll 88"TapproVaIS listed below, CLICK HER For direct links to all 8STapprovals listed belovo, CLICK HERE For direct linksto oJISST approvals listed belovo, CLICK HERE Fordirect links toall SSTaplproV315 listed delovo. CLICK HERE C:I C=li Co For additional information regarding Florida's Statewide Product Approval System and Miarni-Dsde County Notice of Acceptance (NOA), CLICKHERE For additional information regarding Florida's Statewide Product Approval System and Mlami-Dade County Notice of Acceptance (NOA). 2hIgK bl!Rg� additionsit information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (INCA), CLICK HERE. addrdorai Information regarding Florida's Statewide Product Approval System and Marni-Dads County Notice of Acceptance (NOA). (D (a FL#10446-RG 11 HUSt HUSC series hangers Face -mount hargerSi SVailAPIn INI A cipe5l U) FL#2355-R7 FL#1 04156-RO �s frze5/ CZ -cu U) 3, to �.Inq fr ------ 9116" and heights ranging from I _1�511 - CD 0 version (HUSC) available fo dels havin Product Model. Numb Product Descd2= "Id"t-h aq ua I to eT,- e cc Sea # at or Name, Product Nscri2jj2a Sea # Product Model, Number or Name Product Description Sea 9 Product Model, Number or Name 15 -0 C:* Cc 0 0 greater than 3-9f16". W C.4 1 Titan Stainless Steel Concrete& Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw I A21. A23, A33. AK A35, A44 Angles 1 ST, BTB. BTH Brick Ties :114 co 2 APA21, APA4, APA6, APVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMST12; CMST14, CMSTCIS Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ran i orn 11- " = W 0 9 C:6 3 API344, API344R. APVB66, APB66R, APB88, APB88R, APBIOIO. API3101OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16� CS18� MO, CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16" 0 U_ APVB44R, APVB66. APVB66R, APV888, APV888R, ARVE1010, APVBIO1OR FL#9589-Rg 4 CSHP1 8, CSHP20 Coiled Straps 13 LGU3_25-SDS, LGU3.83-SDS, LGU5.25-SDS Face -mount hangers c,3 4 APDJT2-4, APDJT2R-4, APDJT2-6. APDJT2R-6, APVDJT2A, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 UJ124, LU26, LU28, LU210 Face -mount hangers c3r. 0 0 > Sect Product Model, Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUI LUC21 OZ Face-mourit hangers to co 0 W -0 E 0 1 SDIO1 12DBB Outdoor Accents Connector Screw 5 APHH45, APHH46R. APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.15A, H3, HO, H7Z, H16, H16S� H15-2. H16-25 HurricameTies 16 LUS series harigers Face -mount hangers available in widths ranging from 11- 1 '!�, C: C= L_ ­C- W on _ C/) (3) L_ 2 SD91 12, SDg212, SDI 01 12� SDI 0212 Stircing-Drive SID Connector Screw 6 APL4, APL6, APT4. APTS, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Bearn-to-Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15116" 5� cc = X, 0- to U) 3 SD9112S$j 9D9212SS Strong -Drive SID Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3,63-$DS, MGU5.25-SDS, MCU5.60-SDS, MGU5.(32-SOS, MGU7.00-SUS Face -mount hangers = M 2 cl -3-SDS3, HSS4-SDS3 -mount hangers available in widths ranging from 1-9116" to 5- 4 SDCF22434, SI)CF22512. SE)CF22614, SDCF22700, SDCF22858, SDCF221014. Strori SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS15, HSS2.2-SDS3. HSS2 Heavy Stud Shoe 18 MIU series hangersi Face SDCF221134, SDCF2213;34. SDOF271958. SI)CF272358 9 CBT2Z,CBT4Z Concealed Beam Ties 11 HST2: HST3: HST5, HST3 Straight Straps 1/8" and heights ranging from 6-16116" to 10-112" 5 SDGP22434. SDCP22512. SDCP22614, SDCP22700, SDCP22858, SDCP2291Z Strong -Drive SDCP Timber-CP Screw 10 CJT3Z,CJT4Z,CJT5Z,CJT6Z Concealed Joist Ties 12 HTS16, Hl HTS24, HTS281 HTS30, HTS30C Heavy Twist Strap 19 MUS26. MUS28 Face -mount hangers SDCP221100, -SL)CP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI BKTZ. HTS020KTZ Heavy Twist Strap 20 SUR. SUL: SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I - 6 SDHR27400. SDHR27614. SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-a/I T and heights ranging from 3-1110" to 13-314". 7 SDS25112. SD,925134,,EDS25200, SDS25212, SDS2530D, SDS25312, SDS25412. Striong-Drive SDS Heavy-Durty Connector Screw 13 FC4. FCS Framing Clips 15 LSTAS, LSTA12. LSTA15, LSTAIS, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULO) available for all double SDS25500. SDS25500,,9DS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; only acute fainge is concealed. 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS2530OSS. SDS25312SS Stuong-Drive SIDS Heavy -Duty Connector SS Screw 15 GAI. GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116"to 9 SDWF2716, SDWF272O, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF F loor-to-Floor Screw 16 H2A, H2.5T, H6, H10A.2, H10S, H14, HGA10 HurricanaTies 18 LTS12, LTSIQ LTS18, LTS20 Light Ti,-AstStrap 6" and heights ranging from 2-5/8"to 11-114" 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tedown 18 HH4. HH6 Header Hangers 20 MST27, MST37, Ml MST60, MST72 Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTAD, MI MSTAIG: MSTAI8, Ml MSTA24, Ml MSTA36. MSTA49 Straight Straps FL*10667-R6 20 1.30,1_50.1-70.L90 Angles 22 MSTC28, MSTC40, i MSTC66, MSTC78 Straight Straps Seq X Product Model, Num ber or Name Product Descrlptlon 21 LCr4 Post Cap 23 MSTC4823, IMS7C66133 Pre -Bent Straps Sea # Product Model. Number or Name Product Descrintion 1 ATR318. ATR1/2, ATR5/8. ATR314 Threaded Rods 22 LS30. LS50, L370, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, VIST160, MST172 Straight Straps I E3A series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATU06-2, ATUD9, ATUD9-2, ATUID9-3, ATUD1 4, ATJD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, Ml MI MTS20, MT824C, MTS30, MTS30C Medium Twist Strap 1r`8" and heights ranging from 7-118" to 50", 3 BP318-2, BP1i`2, BP1/2-34 BP518-2, SP518-3� BP3f4, BP3/4-3, BPRTIJD�-4 Bearing Plates 24 LSSJ26LZ, LSSJ20RZ. LSSJ28LZ: LSSJ26RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2xlO-12, NGA2xl2-12, NCA2x8-16, NCA2x1Q-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in \�Adths ranging from 3-518" to 7- 4 CNW3/8, CNW112, CNW5/8, CNI CNI CNW314-518 Coupler Nuts 25 LSSRI,81, LSSR2.1, LSSR2.37, LSSR2.56. LSSFZ210-2, LSSR410 Field Adjustable SlopealbefSkewable Hanger 27 RCWE12, RCWB14 Wall Bracing 118" and heights ranging from 9-1/4" to 24", 5 CTUD55, CTUD65, CTUD66. CTUD75, CTUD76, CTUD77, CTUDIST CTUD88. CTUDD7. Coupling Take -Up Device 26 LTP4. LTP5 Tie Plates 28 RPSIS, RPS22, RPS28 Repair Plate Strap $ DGF series hangers Top flange hangers available in vidths ranging from 1 -1 12'lo 3- CTUD98, CTUD99 27 ML23Z, MI ML287, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, NO Heavy Hex Nuts 28 MMH8 Roolf-fie-Down 30 SPI, SP2. SP41 SP16. SPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD313, RTUD4, RTUD4B, RTUD5; RTUDt, RTUD7, RTUD8 Ratcheting Take-U p Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 241"� Z 3 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU2S, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLLJ1311 Face -Mount Hangers 32 SSI �5, SS2.5� SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUVV38 Take -Up Washer 31 RBC.RBCP Roof Boundary CAips 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115. ST2215. ST6215, 91-5224, ST6236 Straight Straps 7f8" and heights ranging from 11 " to 32-1J2" 10 URS3 affl" Upift Rod Run Tiedown System 32 RST-3 Roof -fie -Down 34 TB20, TB27, TB30. TB36, TB42, T349. TB54, TB56: T86D Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 lf2" Uplift Rod Run Teclown System 33 RTC227, RTC42, RTC27: RTC44 Rigid Tie Car hectors 35 TWB10, TVVB12, TWB14 Wall Bracing IM" and heights ranging from 11-114" to 32--� 12 URS6 5fB" Uplift Rod Run Tedowri System 34 STC. STCT, DTC. HTC4 Truss Clips 36 VGT,VGTR,VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS15 314" Uplift Rod Run Tedown System 35 TJI TJC57 Truss Jack Clips 37 WB1 06, WB1 060, WB1 26, WEI 26C, W8143C Wall Bracing and heights ranging from 8-IfT to 28". 35 ZZ ZZI, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- Z If8l' and heights ranging from 11" to 32". FL#10441-R.6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1 -9115" to 7- FL#10447-RO lf2" and heights ranging from 8" to 30" 5eg Product Model, Number or Name Product Description Sea Product Model. Num Der or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to B-718" 1 DTT2 Holl Seg Product Model, Number or Name Product Description I CBH2.37x5.5, C9H2.37x7 63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-IJ2" to 28". W 2 HOCIO14, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, CHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DS05L-SDS3 [Drag Strut Connectors available in widths ranging from 1 -WIS" to M11 8" and heights 7f8" and heights ranging from 7-It2" to 32" 4 HDU2, HDU4, HDUS. HOUS, HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23-15[16", 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114�'to 7- 5 HPA26, HPA35 Strap -style purlir anchor 4 HCP1.81 � HCP2, H-_P4 Hip Corner Plate 3 HGU3,63-SDS. HGU5.25-SDS, HGU5M-SDS, HOU5.62-SIDS, HGU7.OiO­SDG, HGU7.25- Face -mount hangers I/B" and heights ranging from 14" to 33". 6 LSTHD8. _STHD8RJ1 Strap -style hold-down 5 HHRC2-2, HHI HHRC42-2. HHRC4/1 81, HHRC44, HHRC5.25f3-25. HHRC5,3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers availabie in wdths ranging from 2-5116" to 3- 7 MASA,MASAP Foundation anchor strap HHRCe6 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- gi and heights ranging from 18" to 26". 8 MIPAI32, MRA144 Strap -style purfir anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 6-5116'to 12-716". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3_1 18 r, to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU5,25-SDS, HHGL)5.50-SDS. HHGU5.62-SDS, HHGU7 00-SDS. HHGU7.25-SDS, Face -mount hangers 3-9116'and heights ranging from 5-318" to 13-118"� ID PA118, PA123. PA128, PA135 Strap -style purlin anchor a LSU26, LSSU28. LSSU210 Light Slopeable/Skewable U Hanger HHGU9,OO-SDS 15 HUTF. HUC71 F series hangers Top flange hangers available in wdths ranging from 1 -9116" to 5- 11 STHD10, STHD10RJ Stap-style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2. HHUS28-2, HHUS210-2, HHUS46, HHUS48. HHUS410, HHUS5-50110. Face -mount hangers 1/2" and heights ranging from 3-7115" to 15". Concealed flange 12 STHD14, STHD14RJ Strap-styie hold-down 10 T024. TC26. TC28 Truss Clip HHUS7.25fll) version (HUCTIF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THI THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face-mourt hangers available in widths ranging from 3- g rester than 2-9/16", THAC422. THA426. THA422-2, THA426-2 liiS" to 6-118" and heights ranging from 4-314" to 15-3/4" 16 HWP series hangers Top flange hangers available in wdths ranging from I -9;19'to 7- 12 THA11.81f22, THAl2 06f22, THAl2.1122, THA1222, THA1322, THA13522, THA1422 AdjustableTruss, Hanger Sized for I -Joists Concealed flange version (HSURC, HSUILC) available for all If8" and heights ranging from 5-315'to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1 -9118" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HI HTU25-2. HTU25-2, HTU210-2 Faoe-mount hangers 1f2" and heights ranging from 5-316'to 32" 15 THJM2-4-SDS3. THJM2-5-SDSS, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers FaCe-ri hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from I -S11 0" to 3- 10 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19-1/4"_ Concealed flange 518" and heights ranging from 9.1/6'tc, 16" 17 VPA2, VPA25r VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 J12 series hangers Top flange hangers available in Width of 1-9YI6" and heights 18 VTCR ValleyTtuss Clip greater than 2-9116". ranging Irom 5-3f8` to 7-1,14", 10 HUCOI 8119-SIDS, HUCQ1.81fll-SOS, HUCQ210-2-SOS, HUCO210-3-SDSt HUCQ310- Face -mount hangers 20 J9A series hangers Top flange hangers available in Wolin of 1-9116" and heights SIDS, HUM410-SIDS, HUCQ412-S[)S, HUCQ5.25JS-SDS, HUCQ5.25111-SDS, HUC0610- ranging from9-3116"to 113-118" SDS, HUG0612-SE)S EMM"To M Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1MM020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1MO/2020 C= For direct links to all SST approvals Wed lbelo�&, CLICK HERE For direct links to ell SST approvals listed belm%,. CLICK HERE For drool links to all SST approvals listed belaw, CLICK HERE For drect [Inks to all SST approvals listed belmv, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA�. §JLQEJ=. For additional Information regarding Florida's Statewide Product Approval System mid Miarni-Dade County Notice olA"elptance (NCA),.,��. For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), Qj�. C= For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (KICA), §LLQ&.=� 21 LB series hangers Top flange hangers available in width of 1 -9M 6" and heights FL#11468-R5 IS SfLBV1.56, SILBV1.61 , SILBV2,06, SILBV2 37. VLBV2.W. SILBV2.68, SILBV$,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfoi concrete ranging from 5-3f8" to 15-118" SIUBV3.56, SILBV3.62. SILBV4 06, SILEV4.12, SILBV4.28, SILI S;LBV5.50 6 Strong -Solt 2 (STB2, STB24SS, STI32-6SS) Srong-Eloll: 2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hanger$ available in wdth of 1-GI heights Sea 9 Produot Model. Num bar or Name Product Descrilotion 19 S/LTT20, SfDTT2Z, S/HTT14, HTT4, HTT5 Holdowns stoel and Types 304 and 316 stainless steel ranging from 9-3il 3" to 13118". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD�1­14SS, THD-H6SS, THD-CS, THD-CSSSS) Then HD Heavy Outy ScrewAnGhor for concrete and masonry 25 LE03, LE05, LEG7 senes hangers Top flange hangers available invoidths ranging from 3-1/4" to 3- 2 HIRS6. HRS8, HRS12 SlirapTies 21 SPZI� SIPS Stud Plato Ties available with hex head in carbon steel and Types 304 and 316 TfS" and heights ranging from 9" to 33-1/2" 3 HUCO210-2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stu d Plate 7 ids stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2 THOBS, THI THGBH3. THGBH4 Joist Hanger 23 STC. DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2" 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4 5, THGQH4-SDSO Joist Hanger 24 TBID22 Truss Brace Diagonal 8 Tlien HD Rod Coupler (rHD37634RC, THD50934RC) Titen HID Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4. THGW41-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connectbr 9 Titen HD Threaded Rod Hanger (THDB25158RH, THE)B37158RH, THD37212RH, Titan HD Threaded Rod Hangerfor concrete lftl" and heights ranging from 9-114" to 24" THD50234RH, THDIC212RH) 26 PF, PFO, PFDB, PFC5S series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for rna5oniy ranging from 3-318" to 7- lffi", FL#1111473-115 FL#13904-RS 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- See # Product Model, Num ber or Name Product Description Sea # Product Model, Number or Name Product Description FL#16230-RO 1/8" and heights ranging 9-114"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM,3.62-SDSHDG, CCQM4-62-SDSHDG, CCQM5.5C-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.82-SOSG. CCTQMS.50-SDSG, CCCOM3.82-SDSG, CCCQM4.62-SDSG, Sea # Product Model. Number or Nam2 Product Description 3 H16, H15S, H-16-2: H16-2S Hurricane Tie CCCOM5.50-SE)SO 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HFTA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G-KT, ECCLQM4-62G-KT, ECCLQM5.5OG-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETAL16, HETAL20 EmboddLd Truss Anchor E-CCLLQMD4,62G-KT, ECCLLOMD5,50G-KT, ECCLRQMD3.62G-KT, ECCLRwD4.62G- 3 SET-XP SET-XP H igh-Streng1h Epoxy Adhesive for masonry Sea # Product Model, Num bar or Name Product Descdafi2a 6 HGAM10, HM9 Masonry retrofit con nectors Kr, ECCLROMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong-Bot: 2 Wedge Anchor for masonry I ABA44. ABA44R, ABA48, ABA46R, ABA66, ARA66R Adjustable Post Base 7 HHETA16 HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM6,25. HGUM5:50, HGUMTOO, HGUlvl HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Tirten 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46. ABU413R, ABU5-5, ABU5-6: ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, _GT3-SDS2.5, LrT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3: LGUM264, LGUM28-2. LGUM26-3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HD CTHD-H4SS, THD-HBSS, THD-CSOS;S) Titen HD Heavy -Duty Screw Anchor for concrete available in 304 ABUBSR, ABUIOIO. ABU1010R. ABU1212, AEU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUMI LGUM48, LGUM410 cii-316stainless, steelwith hex head, and 316 stainless steel Win 3 ABW44Z. ABW44RZ, ABW46Z. ABW40RZ, ABW66Z, ABW66RZ, ABW-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12JI1.25. MBHA3.56f7.25, MBHA3.56f9-25, MBHA3,5611125. Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, ACO, ACOR, ACE6 Post Cap 11 MSTAM24, M.STAMI MSTCM40, MSTCM6O Strap Tie for Masonry MBHAS-56fl 1 88, MBHA3.56JI 4, MBHA3.56J1 6, MBHA&56M 8. MBHA5.5Of7.25. 7 Titan Turbo (TNT) Titen Turbo Screw Anchor for concrete or mason ry 5 Or-41, BC45, SC4R. BCO, BC6R, BOB. ECS2-2/4, BC52-3/6 Post Cap 12 MTSM16, MI HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50irS.25, MBHA5.5Oi MOHA5.50fll.88. MBHA5.50114, MBHA5.50flB, 6 C944, CB46, CS48, CB66, CB68 Embedded Column Base MBHA5.5Ofl8 7 CBSQ44-SDS2, C3SQ46-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBS088-SUS2 Embedded Column Base 6 MSHU3,5619.25, MBHU3.56111.25, MBHLI MBHU3.M14. MBHJ3.58/16, Masonry Beam Hangers FL#1 6937-R3 8 CC. ECC, ECCU Series Bolted column caps vAth W1 ranging from 3-14' to 9-11t7and FL#11496-RS MBHU3.56118. MBHU5.6U9.25, MBHU5.50111.25, MBHU5-50111.88. M9HU5.50/14, > W2 ranging from 3-5f8" to 7-112" MBHU5.50116, MEHU5.50118 §_qll Product Model, Num bar or Name Product Description 0 9 CCQ-SDS2.5. ECCO-SIDS2.5 Series Screwed column caps With WI ranging from 3-1/4" to O-VT and Sag # Product Model, Number or Nam Product Description I X3491016-5i�. X1 S1016, X11 131018-4K, X01 Sl 018, XQI BI 018-4K 410-16 Strong -Drive X Metal Sell Tapping8crews with #3 VV2 ranging from 3-5/8" to 7-1 l`2" I OTTIZ Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, OPT68Z Concealed Post Tie Base 2 HD12; HD19 Bolted Holdowns FL#13975-RC 2 XLQII 4TI224, XLQ`14B1224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping > 11 EPI344A, EPB44 EPB46, EPB66 Embedded Post Base :3 HD,3B� HD513, HD713, HD913 Bolted Holdowns Screws with #6 Drill Pointand Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTTS-314 Tension Ties Sect # Product Model, Number or Name Product Description 3 XM01 14SI 224, XMQ1 14BI 224-21K 912-24 Strong -Drive XM Medium-HeRd Metal Self -Drilling, 0 13 LCE44, LCB66 Embedded Column Base 5 LTTI@, LTT20B, LTT131 Light Tension Ties I SDW2230C, SII SDW22438, SIDW22468, SDW22500� SDW22600, SIDW22658. Strong -Drive SDW EWP-PLY and TRUS$-PLY Screws Tappirig Boleyn with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDW22634 4 X01 14S1 224� X01 14BI!224-2.51<� X1 14S1 224, XQ11 2S1224, XQ1 I 221224-2K #12-24 Strong -Drive X Metal $off -Drilling, Tapping Screws with #5 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SOWC1 5450z SDWC1 5800 StrDri SDWC TRUSS Screw Drill Point 16 PB44� PB44R, P646, P866. P856R Embedded Post Base FL#i3629-R5 3 SDWH19300DB, SDWH10400DBi SDWH19600DE. SIDWHIOSOODa SOWH101000DB Strong-DriveSE)WH TIMEER-HEXSorew 5 XU34S1 01 O� XU34BI 01 6-5K #10-10 Stro rig -Drive XIJ Metal Solf-D riling, Tapping Saevirs with 17 PBS44A, PBS46� PBS66 Embedded Post Base 4 SDWH27400G. SDWH27000G, SDWH278OOG, SDWH271OOOG, SIDWI-1271201<3 Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 113 PBV6. PBVIO Round Post Base Seq# Product Model, Number or Name Product Description 5 SDWS162112. SDWS16300, SDWS16312. SDWS16400 Strong -Drive SDWS FRAMING Screw 19 PC44-16, Pr-46-1 8, RC48-1 6. PC64-1 6. PC66-16. FPC44-1 & F-PC48-1 6, ERC48-1 6, Post Cap I SB5/Bx24, SB7/8x24, SB1x3O SB Anchor Bolts a SDWS19600, SDWS19712, SDWS224DO,SDWS225O0.SDWS225I2, SDWS225007 &tronq-Drive SDWS TIMBER Screw(Interior Glade) 0 EPC84-16� EFC66-18 2 SST81 6. SST820. SSTB24. SSTE28, SSTB341 SSTB36� SSTBI OIL, SSTS20L, SSTB24L. SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221 000, SDWS221 1 CO, SDWS221200; SDW=l 500 FL#35320-RO 20 PC4Z. PC4RZ, PCBZ, PCBRZ, PC8Z, PCBRZ. EPC4Z, EPC4RZ, EPC6Z, EPCBRZ. EPC8Z, Post Cap SSTB28L 7 SDWS2230ODE1 SOWS2240OD8 SDWS22500013. SDWS22S0OD9, SDWS2280OD2, Strong -Drive SDWS TIMBER Screw (Exterior G rade) EPC8RZ SDWS22100008 Sea # Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44-6Z post Base 8 SDWS223120BB, SDWS22512DBB Outdoor Accents Strucitiral Wood Screw I DSSCB43.5. D53CS48, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS274008S. SDWS275OOSS, SDWS2760OSS, SDWS278OOSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43-5, FCE45.5� FCB47.5. FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector SIDWS271COOSS, SDWS27120OSS 3 FPHSD34S1016, FPHSD34131016, FPHSD34B10I6-5K. `PHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- U) Sen X Product Model, Number or Name Product Description 19 SDWV13400 S-trong-Drive,91)WV SOLE -TO -RIM Screw FPHSD34BI214, FPHSD34B1214-5K Drilling. Tapping Screws ICU FL#10066-RO I CMST12, CMST14, CMSTC16, C81 4, CS16, CS18; CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFG4.25, _SFC6.25, SFC2 25, SFC4.25, SFC6,25 Steel Framing Connector 2 HRS6. HRS8. HRS12, FHA6, FHAP, FHAl2, FHA18. FHA24. FHA30, MI MST136, Straps 97 mil (12 g a) 5 LSSC425, LSSC6.25, SSC2.25, SSC41 25. SSC6.25. MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors Sea # Product Model, Number or Name Prodl Qescd21j2a MST148. MSTI60, MSTI72, SIMST27, SIMI SIMI MSSC4-25KVV, MS-EC6,25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS310, HTS30C Heavy Twat Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.58 Rigid Knee Wall Connector < 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, L8TA33, LST149, LST173, MSTA9, MSTA12, IMSTA-15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 g a) 7 SC843.5, SC845.5, SCS47 5, SCB49.5, SCS41 1.5, MI MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, 01145-6� GH48-8, GH410-6, GH410-8, GH66-5, G GH68-6, GHQ5- Girder Hanger 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21 , LSTA24, ST292, ST2122, ST21 16. ST2215 Steps 33 mil (20 ga) gSgl Product Model, Number or Name Product Description 8 5�$32-5197­5CS62-15197. SCS62-51115, SCS82-51118 Bypass Framing Connector -0 8, GH61 0-6, GH510-8 6 LSU81­13.25� SUBH3.25. MSUBH3.25 Bridging Connector 1 AS 18, AS 1885, AS I 8SO 16 ga. Truss Plates 9 SCW8.25, SCW5_5 Head-cf-Wall Sficle-C'lp Connector 4 GLB5A, 01-13513, C1.135C. GLE35D, GLB7A. GLBTB, GLB70, GLB7D Gull Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MI Steel Joist Conneutors 5 GL9T512. GELT612, GLBT516, 091T616, CILDT520, GBLTS20 Glulam ;earing Plate 6 LTS12, LTS16, L7S18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS93318 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HOLIBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTASQ, MSTA36, ST6215, ST6224, ST9, ST1 2, ST1 8� ST22, MSTC28, MSTC410, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1 414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 0 7 HGT-2, HOT-3, HGT-4 Heavy Girder Tieclown 10 MS7C6I i S76238 S&aps 68 mil (14 g a� Screws LLJ 8 UFP1O_SDS3 Universa I Foundation Plate 11 MTS12, MTS18T MTS18. MTS20. MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1 018, XQI BI 016-4K. X01 SI 214. X01 B1214-3�51(, XQ7881224, X0701 224-31K, #10-16; 412-14. and #12-24 Strong -Drive X Metal Self -Drilling, 2i 9 URFP Universal Retrofit Foundation Plate 12 S1131.56, SA31.81, StB2,00, S162.37, 8162.66, &B2.68, SIR3.12, SIB3,56, SIB3.62. SIB4,06, Top Flange Joist Hangers FL#1 5730-114 X01I 4SI 224, XQ114131 224-2.5K XQI 1281224, XQI 12131 224-21K, X3461016-K Tapping Screws < SIB4.12, SfB4.28, SfB4.75, S1135.50 XISIO-16, X181016-4K, XIS-1214, X181214-3.5K Z 13 SIEA212J8, SfBA2.12/10 S/BA2.121112,SfBA2.12114. S/BA4.18f8, S/BA4.18/10, Top Flange Joist Hangers Seci # Product Model, Number or Name Product Description SIBA4 16112,,StBA4,18/14 1 ET -HP Adhesive Anchor for concrete 14 SIHIA HurricaneTie 2 GAC. GDP. GDPM-50, GDPM-75. GDPM-100, GDPS, GW-50, GW-75, OW-100, GTH Gas-acturated fasteners and assemblies < 15 S1HD88, SIHO80, SIHD108. SIHDIOB, S/HD15S, SIHD15B Holdowns 3 POPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, RINI PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 SIHDU4, SIHDUB, S/HDU9, SIHOU11 Holdowns PDPAWL-Ml PSVL3, PSVLS-K, PCLDPA, P2CLDPA, PTRHA3, PTRHA4 17 S/JCT, S/HJCT Joist Hangers 4 SET-5G Adhesive Anchor for concrete SHEET NO. March 6, 2023 PA 1.3 Q) U) —Cu (1) _0 > M MIAMI- 0 PGT hidustries. Inc. PGT Industries.. Uc 2 -a = =a -FRODUCYCONTROL SEMON PGT ]Industries. Inc. CD- 0 C)_ 0 Z_ I IWS SW 26 SWmt Itnom 2H NOTICE OF ACCEPTANCE. EVIDENCE SIT13-WITED NOTICE OF ACCEPT-AINCE,: EVIDENCE SUB c co -0 a- i)EPARrAwNToF REG-uAToRYANzDEca_,4o&nc Rxs-otmKc.EsgZER) _111ML Florkh 33173-1474 BOA" AND CODIF ADIALNISTIUTION DrVMO-N T (78dj 31_5�!SN F (77NJ 315-259f# OF AC CEPTANCT: EVIDENCE SUBMIT TED cv, �t C..� C-4 --I co .,4 (D -NOTICE OF ACCEPTANCE (N-OA) WWW_=j*MM*"_1!"1eC*a*zzV 1. ENidence submitted. under preiiGus -N-0-4 D. QUALITY ASSITR.�LNTCE L Nfiami Dade Departnxmf of Rq phlory and Economic Resourices (g1kr CU Co Cn W -0 ,N- PGTIndusu*_s,,1nc� A. DRA"TNNGS B, TESTS (continued) tk.,-_-'C0 0 1070 Technology I)Tive, I Nianufacturer's, die draurings and sections. 5� Test report on 1) Air Infiltration TesT. per FBC_ TAS 202-94 z co (D 0 " North Venic4e. FL 341 (&6nifted under A-0.4.Vo. 11-0107, 04) 2)L ormStaticAir Tnif -Pressure Test- per FBC, TAS202-94 1. K-ITERDIL CERTIFICATIONNS —0 0 LL S COPE: 2. Dmving No. 3-JED-5,570.0, titled "Vinyl Sliding Glass Door NO.A she-ets 1 3) Watef Resistance Test, M FBC. TAS 202-94. 7 1. Notice of Acceptance No. issued toVision F-xtrusion Limited fort CU C13 0 This NOA is being issued under the applicable rules andregulatiow governing the use afcowtruclionmalerials� The through 21 of 2 1 prepared by manufacturer, dated I Oi'05/1 5, with ievision A dated 4) Large Missile Impact Test per FBC,TAS 201-94 "MIhite Rigid PVC Exterior Extrusions for Mlindows and Doors7. dated 0814 10 = % CU 0 > -U) E 2 documerttation submiftedhas been reviewed and accepted -by 1�fiami_Dade CountyRER -hoduct Control Section to 04,05/17, signed andsealed bYA,-LY=M1Uer- RE. 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 e xpfi, mi on 0930)19� i'� Cn (D (1) be wed inN.B='Dade CQ=r aud otber utair, where allowedby The Autborily Hiff viug JurWiction (AHJ). 6 Fi�oed- Er&-y Test, Per FBCL. TAS 202-94 2. Notice of Acceptance No. 16-0920.08 issued to Vis t m io n F_Kt =kn Limit ed fo r their J= CIO Tbh. NO A shall not be valid a &n the e xprationdate s tated belo�, � The Nfiami-Da de County Product Control See �on R, TESTS along uith marked -up draw ings, and fiastallat ion d ia grant, of vinyl shding glass door, prepared 100 Tan 202 and hoter Shades (,Non-X�Iite) Rigid PVC Exterior Extruuons or fs nons or U) (In Nfiazul Dade Count- _-h y) and/ot 1he AHJ (in arms other than,%Uunim Dade County�) reserve the rig ttoliavethis L Testrepoiton 1) Uniform Static Air Pressure Test, per FBC,_TAS 202-94 by Fenestration Testing Lab, Inc., Test Report No-FTL8549, dated IV06/1, 57 signed and Wmdows and Doors". dated 110,3116, expiring on 1 2_1279,(2 L product or matelial tested for quality assuranceputpDses. Ifthis'product or material. fads toped(nmin the accepted 2) Large Nfissil- Impact Test off FBC, TAS 201-94 is, Ortega, R E_ (Test report revised on 110415 and 02/1 V16) sealed by Idahni 3- Notice of Acceptance No. 1-,"528.15 issued to Vision F-varusion Limited for their Inanner- the tunnufacturer will incurthe expense of such tesfing andthe AHJma-v immediatelyrev ok-e- mo dif Y"o r 3) Cyclic W`md Prmsm Loading per FBC, TAS 203-94 6. Test report on 1) Air Infikyation Test, per FBC-. TAS 202-94 '-Brown C oated (Painted or Laminated) N�Iiite Rigid PVC Exterior Extrusions for suspend the. use of such product of material within their jurisdiction. RE]k reserves the rikht to revoke this along withmarked-up draurings and ias�ation diagram oft*yl sliding glass door- prepared 2) Uniform Static Air Pressure Test- per FBC. T-AS 202-94 W�mdows and Doors,", dated 08.13115, expiring on 0930119. acceptance- if it is determined bylkfiami-Dade CountyProduct Control Section that this product or matehal fails to meet the requirements of &e applicable building code - by Fenestration Testing Lab, Inc., Test Report No. FTL 87 17, dated 1110715. signed and 3) Water Resistance Test, per FBC. TAS 202-94. 4- -Notice of Acceptance No- 16-0712.02 issued to ENERGI Feustration Solutions USA, This product is apprGved as demribed herein andhas been desi gned to comply with the Florida Building Code, sealed by I d almis Ort eg a. P_ E - (T� repce revzxd on 021`15,16 an d 022 4 � 16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their -TAN -MAO and Lighter Shades (N-1 on -White) Rigid PVC Extejior I including the Hii& Velocity Humcane.Zow_ I Test report on 1) Air Infiltration Test,- per FBC_ TAS -202-94 5) Cyclic Wind Presswe Loading per FBC_ TAS,203-94 Ex"sious for W indows and Doors" dated 0_9�1 5il,67 expiring on 01-04421 DiEscwpuo,.R. -Series "_,-S7&2 770 " Vinyl SHding Gla ss Door (Reinforced) w/wo 901 & 1.0 corners-L-M-1 21) Unifotm. Static Air- Pressure Test, per- FBC, TAS 202-94 along with marked -up drawings and installation diagram of -vinyl sliding glass door, prepared 5- Notice of A c c ep ta nce N o - 1 "712. 0-4 is,%wd t o E NE RG I F e nestration S olutions USA, _-Bronze AM)ROVALDOCUMENT- DrawingNo. -NED-5570.0 Re.vB,, titled "Vinyl Sliding GlassDooi-NOA (L-W', sheez 3) Water Resistance Test, per FBC. TAS 202-94- by Fenestration Testing Lab- Inc-, Test Report No. FTL 9552, dated 1 2.AAfl5- signed and Inc.forth eir L and Lighter, Shades of Cap Coated Rigid PVC ­Exterior I th preparedbymanufacum-er, dated IM5,115 and last M, ised on - 1�21, rou�gh, 21 of 2 L On sip .4) Large Nfissik-Imp2d Test per FBC. TAS. 2017,04 sealed by Idalmis, Ortega. R E_ (Iest report revised on 0115,22016) I -Mort M. Exa-usions for Windows and Doors" dated 09115116, eq)iring on 04,;'1&2 _-nedandscaledby A- Lynn Miller, P-E.. bearing the Xliami-Dade Coimtvh-oductControl Revision stang -with the Notice. of 5) (�yclie Wind Pre== Loadingper FBC, T_ALS 2,03-94 7. Test on. 1) Uni form Static -Air Press= Test- per FBC, TAS 202-94 6, Notice of Acceptance No- 16-0712.03 issued to ENERGI Fenestrafi*n Solutions USA, "ANItite Acceptance number and expiration date by the NEami-Dade Cotroy ProductControlSectiom 6) Fcc ed Entry Test, per FBC 7 TALS 202-94 2) Large IvEssile Imp2d1est per FBC, TAS 201-.94 Inc- for their Indows and Doors' dated Rigid PVC Exterior Eywusions for XV z XIISSME PkIPACT RATLNG: Large and Small M-h-sile Impact Resistant alomg withmarked-up drawings andi diagram of vinyl. sliding =21lation _, glass door, prepared Lo 3)CychcWind_Pre&swe adingper'FBC.TAS203-94 0911047, e:�pii* on 01,2&q8_ Limita&ns: by Fenesiration. Testing Lab, Inc,- Test Report No. FTL 9-546- dated I V06115- signed and along withmark zed -up drawings and installation diagram of vinyl shding glass door, prepared T Test reports No(s)- 1 O-W2-792(A)� 10-06-M0527- 535753-09. per AS-MIE-84, I - See table I (sheetZ) and table 2 (sheet D forapplicable SGD unit sim, design pre-'-SlWaS7 reinforcement qpeS- seAed by Idalmis Ortega, P_ E_ (Test report revised on 0 1,1044 6 and 0Z11 1,2016) by FenestTation Testmg Lab- Inc, Test Report NG. FTL 6638 (_-;amples A -I tbru A-222), dated AST10 1929 and ASTNID-63 5. issued ky EXOVA to Vi&� Extnmim for cellulo�c glasstypes- sill, riser (see tables B-1 & B-2.skeet&7-8) and anchorlayout shem requirementa in 11 thru 16- 3, Test report on. 1) Ak Infiltration M�. per FB C, TAS �202-94 11,119/10, signed and sealed by Jorge A- Cam, P. E_ (Subutftled undrrINVO-4 No. 11- con4xysite material- 2. Rigid White FVC, Tan (Won -white) RigidPVC andBromaicoated (Painted or laminated) white Rigid FVC to be 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 010110-4) (Sub-inifted under ,\70-4 A`o. 11-916.7. 04) z labeled per refin4x*d NOA's f equirements- 3) W ater ResLqance Test, per FBC. TAS 202-94 8 Test report on 1) Air Infiltration Test. per FBC TAS _V2-054 8- Notice of Acceptance No. 14-0916.11 issued to Xuraray America,, Inc. for their 3 � Egmss operable dom mwt comply with min clear width of he��t perFBC requirement as applicable. 4) Large Nfissile In4act Test per FBC, TAS 201-94 2) Uniform Static Air Pressum Test. per FBC, TAS 202-94 S eun -yGla s 1 (Cleat, a nd 11rhitel) Interla ve f ', exp iring on 0 T%, I S. 4� Fock-et walls under separate approvaL, to b ereviewed by Buildiag o fficial 5) Cyclic Wind Presswe Loading per FBC, TAS203-94 3) Water Resistance Test, per FBC, TAS 202-94 9. Notice ofAcceptance No. 1&1,117. 01 ismeil, to Kurarav Amedca� Inc- for their LAZELING: Each unit sha bm a peimanent label with the nuumfhctutxes name or logo. city. stateandsenes and 6) Forced Entry Tiest- per FBC, TAS 202-94 4) Large Nlissile InVact Test pex YB C, TA, S 201-94 "Trosifolt lln,aclear. Clear and Color PVB Interlayers-', expffmg on 07.Mil 9. following statenvmt "Nikami-Dade Count- y.hoduct Ccmtral Approved", noted hemin. along with marked -up dm-ings and installation diagram of vinyl sliding glass door- pftpawA 5) C)rclic Wind Pressure Loadingper FBC, TAS 203-94 W RIENEWAL of thisNOA shall be considered after a reneug application has been filed and there has beenno by Fenestration Testing Lab, Inc., Test Report No- FTL &147, dated 11,04,115, signed and 6) F o med Entry Test � pe r FB C. TA S 202 - xA' F. STATEXIIENTS change in the applicable building code negativell affecting the pedbmiance of this product sealed by Idalmis Ortega, P_ E., (Test report revised on 02,4 516), along with marked -up drawings and installation diagram of vinyl sWing glass door, prepared L Statement letter of confonnance with IFRC-54thEditiou (2014) and FBCA&Edition TERMD�ATION of thisNOA will occur after the fiandateoriftheie has been a remsion orchange in the e%pffm 4� Test report on. 1) -4drInfiltration Test. per FBC_ TAS 20244 byFenestration Testing Lab, Inc --Test KeportNo_FTL 6337 (samples A-1 thru A-5)� dated e __ Lsmed by manufacturer, dated 0V14/17, sign d & sealed by Lymn. Miler, P�F_ tmtenals. use. an&oi mamffactue of the prot� orprocetz . Nii-suse of thisNOA as an endorsement of -my product� 2) Unfform Static Air Pressure Test- per FBC.- TAS 202-94 12;'06i10. signed and sealed by Jorge A- C mso� P. E. (Subm- ifted under NOAX& 11- 2 - Statement letter of no ftuancW inter est, dated 04/1 8i 17- issued by m—mifacturer- signed for sale s, a chertising or my o fln-rpurposes shall automate allv terminate this N10A. Failure to conplywoh any 3) Water Resistance Test, per FBC., TAS 202-94 01 a - &Q) Se2led by Lymn Millm P1 section ofthis- NOA sball be cause far termination andrenwvml ofNOA. 4) Ixge Nfissile Impad Test X FBC, TAS 201-94 3. Letterof I-ab compliance., part of the above test reports. _AD'XT_RTISE_Nff_XT. The NOA nunim piecededby the ivords 1ifiami-Dade County FlofiU and fbilzwed by the 5) Cy clic Wind Pressure Loading per FBC- TAS C. CALCLTLATIONS 4. RER. Test Proposal No� 17-0387,- dated 05;'05-117. sumcd by Ishaq Chmda, RE ex-piratwn date may, bedisplayedin advertisingliteratute- If anypoitionof the NOAis displayed- thenit shaill be 6) F;rced Entry Tesi, per FBC, -fAS.202-94 1 - Anchor verificat ion calculat ions a ud st f uctura I ma �,sis, comp lying wd th FB C - -70 14, done in it's entirety. along with marked -up drawings and installation diagram of tmyl. sliding ,_ glass, door. prepared prepared by PGT_ dated 111005, 'I 5and last revised on 02,115.116- signed and sealed by 'G. OTHER LN'SPEMONS. A copyof thisentireNOA ihallbepro-,idedto the -aser by -he manufactuteror its &stributors and byFenestrationTestingLab, Inc., Test RrportNo. FTL K-548, dated 12,04,15, signed and Anth"- 1- NQtke of Acceptance No. 15-1210.01- issued to PGT IndustriesJor-their Seri shall beavailable for inspection at thejobsi!k- at th�e TeAquest of the Building Official. sealed by Idalmis Ortegx P. E. (Test report, revised an OL0416 mid 0-1,111116)- 2� Glazing complies with ASTME-1300-09. -5-57 011777 0" VinTISliding Glass Door (Reinf orced) - L�M, L' expiring on 04,14121 This-NOArevises &renem-.NOA420-:0429.05a-ndcomist,,-�of thispage I and e-�idence pages E-1, E-2- E-3, E-4. E -.5 & EE- 6 as well. as ap p voval documnt mentio-ne d above- The submitted docuu)eatation %va sre%iewed by Ishaq 1. Clhanda, PJL Isha it L C-lamam, P.E, Iskaq L Chimuta. P1, Z 4,1 ,Jkl� Ishaq L Chanda, P:E� Product Con"JUmit SuW-%isor Product CoatrGI UAit Supervisor Product Control Unit Supervisor N -OZO9.01 N 70AIT0_11 NO. �L No, 2 1 -0 10 5. 0 1 No. 21-020-6.03 NOA No� 21-020.9.03 Expiratian Datet April 14.2026 Expiration D2te. April 14,20,26 Expiration Date- April 14, 1016 Expiration Date. Aprill.4,2026 Approval Datee.. March IS, UZI Approval Date.-N-larck,21 5, 202 1 Approva I Date. March Z�,2021 Page I E -2 FGT Indusnies. Inc. CGI Windows and Doors, Inc. PGT Industries. Inc. N OTIC E OF A C C E P T-A N' CE: E V IDENC E SU BINI ITTED NOTICI OF ACCEPTANCE: EVIDENCE SUBXUTTFD NOTICE OF AC`CTPT.-VX(:.T-. EVIDEINCIE SUB'TWTTED 2. ExIdence Submitted under previons submittal E. XLkTER1LALCERT1F][C_JkTI0TNS (continue) 3. New EvMence Submitted g with ASTM C5 IS lhennml y 5. Quanex PartSuiper Si)acer Standard comp.1ying Conductivit A. DRA'%'kTNGS 0-881 BTU-inJ hr.-ft'--F, ASTM F 1,249 WVIR-Pass, ASTM D3985 Oxygen -Pass,, ASIM, E A. DRAWTNGS 1. Drawing No. MD-5570.0 RevB, titled "Vinyl Sliding Glass DoorNOA W'. sheds 21-90 I.G.. Durabili"o Fog -Pass. (Subndh�,d underprinious XOAX& 15-9,4�09.05) L Drawing No.21NED-5,57M.0 RevB, title&�`Vinyl Sliding Glass DoorNOA (L-M)", sheds 1. I through-1 I of 2 1, prepared by manufacturer- dated 1 0;1)5�1 5 and last revised an through, 21 of 2 Lprepared by manufacturff � dated M-105/1 -5 and last revised on 010 1,21 0*221)20, signed and sealed by A- L)= Miller- P_E_ 6. Quanex Pan Duraseat complying withASTM C518 Thenw]. Coaductility, 2." BTL1-iw signed and sealed by A- Lynn Miller, P.E_ hr_­ft;-cF, AST`M F 1249 WVIR-Pass, ASEVI D 1434 Argon Pem-&ance-Pass, ASDI E Note� This mr-1 W-n c0fissts replacement of same existing installation screw with flat head- B. TESTS 2189 I.G_ Durability -No Fog, ASTM E 546 Dew Point Developumnt -2,011F in 48 hrs. 1. Test reports on: 1) Air Infiltratim Test, per FBC. TAS 202-94 (Subm itted under NO-4 A& 15-0469.05). 2) Uniform Static Ak Pressure Test, Loading per FBC- TAS 202-94 7- Vision Extrusions- Ltd- Pads complying with PVC-AAMA 303-13- Vohuitary Specificatton B TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vmon Extrtmom Ltd.-VEX-1 by 4) Large Nlissile Impact Test per FBC. TAS 201-94 AAMA Fenestration Exterior Profile Ctrtifkation Rrogram- (Submthied under.V0.4 No. 15- -5) Cyclic Wind PessureLaadingpff FBC, TAS 203-144 0409� #.�) C, C.ALCULATIONS E alang_ with marked -up dawrings and installation diagram ofall PGT Industries, Inc. 8- V ision. E� idnisions, L I d. P arts complying with PVC -AANIA 3 0 3 -13 L Norw_ representative units listed below and tested to qualffy Dowsd 791 and Dowsil 98-1 silicones, (9ubirritted rinder.,,VO-4,,No..15-0409.05) =:3 (D prepared by Fenestration Testing Labor atory Inc., Test Reports No-: 9- P`VC-AAMA 303-13, Voluntary Specification. for Rigid Polyvinyl Chloride (PVC) Exterior D. QUALITY ASSITRAINCE IFTL-7897, PGT PW5520 A7C Fixed Window (unit 6 in proposal), dated 0_010344 Pfofiles for Vision Extrusions, Ltd_-VEX-1 by AANIA Fenestmtion- Extrnor Profile L Nfiami-Dade Departmezit of Regulatory and Economic Resources (RER). U) FIL-20721077.1. PGT SGD780 Alumimitm Sliding Glass Door (unit 7 in proposa.1) FTL-20- Certification PmgranL 2107.2, PGT CCA740.Alwn Outs-,ving Casement '%Iindow (unit 8 in proposal) FIL-20- 10- Notice of Acceptance No. 184217.14 issued to Energi Fenestration Solution, USA- Inc. for E, '_%LkTERLXL CERTIRCATIONS M 21073, PGT YVV7620A Ahmmum Fixed Window (unit 9 in proposal) and IFTL-20-2107.4, their -Tan 3040 & light shade (non -white) INIAte Rigid PVC Everior Y-mtrUsions for I- Notice of Acceptance No- 19-0305.02 issued to Kuraray America, Inc. fortheif > PGT Pl�&'7620A Aluminum Fb:ed Wmduiv kunit 10 in proposal) dated 07113Y'270� all signed Windows and Doors", ezp�g on 02�04/22 I. "Trosifoll Ultraclear, Clear, and Color PV B Glass lnterhyers7, expiring on 0 7,109,24- 0 and sealed by Idalmis, Ortega. P.E� 11- Notice of.Acceptance No. 1."121.02 issued to Enerp Fenestration Solution, USA- Inc- for 2. Not -ice of Acceptance No- 17-0808.02 issued toKuraray America, lue. for their their serwis -ANThite Rigid PVC Exterior Extrus6as for Windows and Doors", expmug m `�Senft-yGlas* (Clear and'%Ikite) Gla ss Inte fla yers"_ emp nimig on 0 7/0+12 3 > C. CALCU7LATIOINS L Anchor '7tk 3. Notice of Acceptance No- 18-1106.10 issued toVision Exmnions, Lintited for th&."Brown 0 < verification calculations and structural analysis- complymg with FBC T260n 12. N oficeof Acceptance No- 2"203.03 issued to Energi� Feneti. Solution, USA, Inc- for Coa" (Painted or Laminated) White Rigid PVC Exterior Extrusions; for Windo", Edition (2020 dated 04021720- prepared by manufacturer- I , signed and, sealed by their "Bronze & light shade cap'coated N11ite, Rigid PVC Extejior Ex1rusions for and, Doors". expiring on 09130L14, -0-0 0 AntbonyL)mMiller, P_E_ IffindowsandDoors" expiriagon"1&25. 4- Noticeof-AcceptanceNo. 19-11,06.11 issued toN.'isim Exuusions Limited fortheirsehes =3 Gluing comphes with ASTIM,11300-04,0,42 and -16. -VE 100-0 Tan 202 andlighter shades (Noa-'"'hite) Rigid Cellular PVC Exterior D. QUALIT17- ASS-LTf LkN C E IF. Eurn4ons foi- Windows and Doors-- ff4nmg on 122)29�2 1. 0 Miami -Dade Dtpartment of Regulator f and Economic Resources (RER), L Statement letter of conformance to IFBC '71& Edition (202t), dated 04.2120- issued by manufacturer- signed and sealed by Antbony Lynn Miller, RE, F. STATE-Nff-N-TS E V_ATERLAL CERTMCATION-S, 2. Statement letter of no financial interest and of independtar- issued by matuffactuier. dated L Statement letter of conformance to YBC 71 Edition (20210), dated ODDL2, 1, issued by 1. Notice of Acceptance No. 19-0305.0-1 issued to Kuraray America. Inc. for their 0-41 &220, signed and sealed by Anthony Lynn Miller, RE. manufacturm signed and sealed by.Anthony Lynn Miller, P_E_' "Tro-AfolS, Ultractear. Clear, and Color P`VB Glass Interlamrs7'. expiring on 3. Prrvate Labeling Agreement document between PGT dated 03.30115 and signed by all g 2- Private Labeling Agreement dated 01%,21 between PGT In&mtrim- Inc. and CGI 07i%24� imnolued partim Almdows and Doors Inc., signed by Dew M, RuaAr, P.E., V.P. Ehgineef ing, on behalf of 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for�thm "SentryGlas,X, both companies. (Ctear and 11.7hite) Glass 1nt#r1ayo-s­. expiiing on D1f04)23_ G. OTEMRS 3. Notice'of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for th& "Brown,Coated L This NOA re-dses NOA# l7-0420.06(PW-w,,CGI) and updates toFBC2020 (7,*Edition). G. OTBEIR-S (Painted or Laminated), Nklifte Rigid PVC Exterior Extrusions e-V iring 0+4 � 1,02 1 L 1his, NOA revim & renew s NOA4 20-0429.0.,- (PLA ur,'CGI� expiring 04,1141'26� for Windows and Doors", expifing, on 0_930;24. 21 RER Test proposals 419-1155 dated 0 V 10,,20 approved by Ishaq L Chanda, PE, expiring. 2. The current associated PL4L CGI file #21-02055.01, expmug 04IM6. C13 4. Notice of AcceptanceN.o. 18-1106.11 issued toVision ExtrusionsLintied for their 04,114,21- series "VE 1000 Tan 202 and fighter shades (Non -White) Rigid Cellular Exletior Extrusions for Windows and Doors7_ expiring on 12f'29/2 1 Ishaq L (Imada. P.E. Isha q 1. CIRU6 P1 Product Control Unit Supervisor Product Cautml Um& Supe"nissor Product Controt Unit SupiarTisor X0A No. 21-DIOS.G3 N70A NO. 21-M.9.03 < E-t.piratiom Dato� April Jr4,20216 Expirution Date: April 14, ZO� 6 ExpirationDatot April 14,2016 Approval Date, Marck 2.45, 20-21. Approval Da,sre� XLnrc'h 15, !Wii _J Aporoval Date-, March 155, !02-1 SHEET NO. March 6, 2023 PA 10 T__ IT :1 1 111 —1 - , I . 1, . , , �) 1 11, 1 1 , 1, d � , � It 1! � , I I I TF _1 ----- Thr— - - F 1 1 t . q MIAMI- MIAW-DADE COUNTY EMD PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ffO www.mJamidade.?,ov/econom Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Oct C— F, CO C.") C-A -0 co ;,4 'm -0 B -5 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details ", sheet I of 1, L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I o prepared by Craig Parrino, RK, dated March 24, 2003 and Drawing Aro. LT4612, tilled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT461Z titled "Cast -Crete 4", 6" & 12 SCOPE: "Cast-Crele4", 611& 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 qf 3, last revision dated 06112114, all 0 cc 0:: X. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, lost revision #1 datedApril 28, 2003 both through 3 of3, prepared by Craig Parrino, RE., dated.march 2,� 2003, last prepared, signed and sealed �y Craig Parrino, P. E., on 08/1 911t cn Cz The documentation submitted has been reviewed and accepted by Miarni-Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ), 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and L None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control . L151filled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the A_HJ (in areas other than Miami Dade County) reserve the right to have hyApplied Research Laboratories, Report.Alo. 30404A, dated 04110103, signed and 1. None. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes, If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed andsealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. Q-LjALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment., and Regulatory 4ffairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrina, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None - Zone of the Florida Building Code. 1. None, DESCRIPTION: ( Cast -Crete) 4", 611 & 1211 High Strength Precast and Prestressed Concrete Lintel$ D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, L Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 201Z signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cost -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all hearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance Dumber and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 13-0321.07 1. None. MISSILE IWACT RATING: Large and Small Nlissile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a pennanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled L None. B. TESTS County logo. "Cast -Crete 4 ", 6 " & 12 " Lintel Sqfe Load Tables ", sheets I through 3 of 3, prepared by L Xone. Craig Parrino, P.E., dated March 24, 2003, last revision datedMarch 1J, 2008, B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. C, B. TESTS 1. None. L None, TERAMATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with L By Miami -Dade County Department of Regulatory and Economic Resources (PER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be. displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Qfjice. be done in its entirety, E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Can - shall be available for inspection at thejob site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, RE This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-�2, E-3, E-4 and E-5 as well as approval document mentioned above. �imy'A. Makar, P.E., M.S. e�,Melrny A. Makar, P.E., M.S. LAI C-Helmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. &. Pr6 net Control Section Supervisor NOA No. 20-0630.15 Prodnet Control Section Supervisor NOA No. 20-0630-15 Product Control Section Supervisor NOA No. 20-0630.15 A, /,I— NOA No. 20-0 3 . 5 XMIAMI-DADE COU . �U;iwlqxall� Expiration Date: 09/11/2023 3 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 og I I Approval Date; 08/2OJ2020 Approval Date: 08/20/2020 E-1 Approval Date: 08120/2020 Approval Date: 08/2012020 Page 1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1, None. 1. None, B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. No n e. I . Alone. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1, None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E. 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details ", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No, LT461Z titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003� last revision dated June 12, 2014, all signed andsealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources XR). E. MATERIAL CERTIFICATIONS 1. Xone. F. OTHER L Article of Conversionfor a name change, C41elmy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.�. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09111/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/2012020 E-4 E-5 March 6, 2023 -0 > 2 C- 2 'a-,- co 0 -0 CD 4- 0- Cn . a) 0 C: 0 M 0 4— co Ca > E 2 C- C U "02 C/) 0- < z z W mi E =3 co CIO > 0 0_ < 0 Cl) M M =3 < -0 0- F- 0 ML < Z z SHEET NO. PA 1.5. I I IF i Fri I I I F � - /T10 --EC0 IN TILLIT TESTING & ENGINEERING COMPANY --- - Li A- "LLIT, JR, RE, tiltt,o@aol.com ?L ". LIP -No. 44W, rL I & U.-Iii, N1, Mi PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT $US -CATEGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 02bdRnotftdtan�d � 4800 S.W. 51 Street Davie, Floridai Ii PURPOSE OF EVALUAITI N: This is a Product Evaluation Report Issued by Walter A. 1`11111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 11 D of the Florida Department of Business and Professional Regulation. This prodi is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verity 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 SURMITTED; 2.1. PRODUCT EVALUATVN-DOCUMEKT(P.IE.DJe Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANE121, sheets I thrur 26 of 26 prepared by Tifteco, Inc.: signed and sealed by Walter A. Tillit, Jr., P. E.; dated 07/28/2020, This d rawi I is an integ ral part otipis Evaluation Report, 0'Vilt Ili,, N,,Si A �1�'i , ,�,' ­:.. � 0) ii ---.. I- - ,-­,�\CEN `.%'i -­ - - ­ - ­* 17�`i -7 1% -­­ = -, 4� - - No. 44167 ii 1 -71', I — I , , ,�i : i '. -* �:*Ji ­-- --- = � , r'--- � I f . -t -C . - � -� - Vo. "�, . -, �-,,,,- Z .. � , �:T, . op. I .-' I - ­ �, X S 'I. - ii Pell .. - 6355 NX 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 ­�Wi '. 0 I, i 'Hitito 1, 2 2.2. TES REPORTS: ,, Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform -static loads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, f Inc., Reports # 96-569 dated 08/0911 996, #96-570 dated O9f 1 8/1996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P-E-, Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611998 and # 2126 dated 10105/1 998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by EcImundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-1 97 by QC Met-allurgir,al, Inc,, dated March 13, 20i signed and sealed by Frank Grate, P-E. 2.3. S RUCTURAL ENGINEERIN , I ATIQN!J: On 20 Gage Galvanized Steel Storim Panel for maximum panel length vs. design ' wind Ioacl,as well as maximum anchor spacing vs. design wind load and panel length based on rattonal and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, IM, dated 11103108 and 03/12115, signed and sealed by Walter A. Ti Jr., P-E, 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS -REatSTAiE 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on sheets 8,10, 14,15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15,17, 18,19,20 25 and 26 of 26, of Product Evaluation Document (P.E,D.), driaviring No. 20-176, 5 INSTALLATION: Installation shall be performed si in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176, Minimum separation to glass shall be as indicated on sheets 8. 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. kkkkililliltfoJi", 'NO ?, N TII ON"�,X ­:­'..,.- w - ;H " ,/�;& - 4?' '.ii.",,�r,ENi . 11�. ,,� ", -- -�- �-� - -- ". S� J - , -- ­ - , 7 ­ ­. ­­­ 11 - - -1 -- ---- - , = X, . * , * �= - ,�� .. . ) . - I I: ,ii STATE OF .ii Z'� I L­ - io ly, I R 1;1 '1W - iii;,O�,�� 1ORI,13 .-',\'.'S' 1, . ,­ . N .., '. r6. ,-�I .,q *,,,,%,8/0,N­A,i'i '0" Lt"ItiomMi — 2ENES&L­N=. 0 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD SoAri BE FOUNU O� THE OwAim-w-im'AN I EXISTING WALL, -ANCHORS SHALL BE LONG E14000H NO REACH 3i MAIN STRUCTURE BEHIND SUCH PANELS 1 STORM PANEL SHORN ON n4S PRODUCT EVALUATION DOCUMENT (rED; tViS BEEN vERIFIED FOR CVVPT0,fIrE IN ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN 6,2) ACCORDANCE WITH THE -1020 QR, EDITION) Or THE FLORIDA BUILDING CODE, CC) T�� -ARI-A Qri�W%IOX­:i,�..O=­4AII DESIGN WIND LOACTS SHALL BE OFTZ� RNi AS PER SF CT ION 162.0 Or THE AEKAE MENTIONED CODE, 'Wft�l% , UFACTURED BY I ', W VUfLDDi INC FOR A WIND SPEED AS REQUIRED BY THE jURSi WHERE THESE SHUTTERS VN,I BE iWALLED AND - #14-10 PANSUALTE FEIMALD 0 ME, PMELWATT PLUS ANCHOAS� 'AS MANUFtAlZutti By ELCO CONSTROCY01I PRODUCLS FOP Ar DIRECTIONAUP, FACTOR K,i SE, WNQ ASCE 7-16 AND SKil NOT EXCEED THE 04AXIMUM (AS D) - ,/4'o LAO SCREWS PER I DESION PRESSURE RArWI$ #401CATED ON SHEETS 7 THRU 1Z 14, 15. 1C 19 & 20 - 7/1(i w S/A` WOOD 9LTMi AS DISTRIBUTED BY ALL POINT SIT", 801.1 A, SECIAi CO. IN ORDER 10 ITERIFY T14C ASO< CONDITION, RATMATE DE'Sti WIND LOADS DETERMANCO PER ASCE 7-TS C 1, IAM 10 THRCAM PENETRATION INTO WOOD OF TAMON ANCHORS SHALL BE A 1/2- AND 2- FOP FLCO RMCUMATE PLUS SHALL BE FIRST REDUCED 10 XS,O DIESICIN WIND LOADS BY MULTIPLYINC, INCH By G& IN ORDER TO N= COMPARE TPT,% W1 Mii (Ai OCS4N PRESSURF RATINGS INDICATED ON W1575 7 IWO 17� 74, i5� I 10 & 20 PAL'awi FE"f O� I. ORDER TO ISR 1,7) MINNi T�Jfi PENETRATION OF LAG SCREW, INTO THE IN 1) F, I ALL 81� ' 1/7� NO THRE E FY T NO ANCHORS ON THIS RED AS TESTED WERE kCT Usi STRESSED, A -13)9 41CRII IN ALLCWi - 00 RAME UN SK ADM PENFTRATOM IWO STUCCO SRIAL BE CONSIDEPEO AS RART OF F4C REQUIti THREADED PENC7JRi STRESS TOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS rASTIENERS SPACINC to WOW RAS BEEN DETERMINED IN ACCORDANCE WITH NM,a, 201a, C 3) MINIMUM EDGE DISTANCE OF LAG BCKWS. INTO WOOD SHALL BE AS MD(CAM-D IN THIS DRAWING STORM PANELS ADEDUAi FOR IMPACT AND WIND RESISTANCE HAS 13EEN VERIFIED IN ACCORDANCE WITH SECTION tfi�6 OF THE ABOVE MENTIONED CODE AS PER HURRICANE EAGINIEERING, & TESTING INC, REPORTS "­1439, 1i & 9i AND CA) MINIMUM PENETRATION Of Ai BUSHING SMALL BE 5/8' 1/4* Ii SCREVS USED SHALL BE � i LONO .NJ9VW _ Smi TESTING LAO WC., REPORTS #2D32 & 02125 . AS PROTOCOLS TAS-201, T-ASi AND TAi SHOULD STUCCO EXIST AND I' MINIMUM 'OR WAiS WTH NO STUCCO FFNE As iii AS AMERICAN TC3T LAB Or SOUTH FLORIDA REPORT 002 1 9.01 -09, AS PER TAS 201, TAS 2OZ AND LAS 202I STANDARDS. C 5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR *000 BOARDS BE PIXJND 0. THE EXISTINC WALL. ANCHOR$ Eli BE DONC ENOUGH TO REAC.H �­ MAIN STRUCRE OCHNE, SUCH Pi 2 ALL k-VmINUM D-LAUSIONS -0 K 5063-TI, A-LOY AND TEMPER (UNLESS OTHERWISE NOTED), SEE Si 2 MT7VORACE SHALL BE AS MENTIONED IN C. Q, C 2) & C I) I ALL ALUMINUM SHM METAL USED V, COYSURES SHALL HAVE 3tO5-HI4 AIDOY i ANCHORS SHAa RE TiLSTAi FOLLITteNe Au or IRE REComniFFOATTONS ANO SPEC5CAhONS (IF THE ANCHORS MANUFACTURER ,I ALL STEEL SHILET UFTA� PANELS SNAIL HAVE STIRUC111FIAL OUAi SIEEL ASTM A-65i GRATE 50 IFNIMoU, C-60 rAINANIZED STEEL CISTONATION Iii %.,S ­ (AFTER ROLLED) 8 Fi MAY ALSO BE INSTALLM HORiZONTALLY fOUEOi INSTALLATION DETAILS SHOWN! ON SEICTION � FHRCi 10 (SHEETS 4 JHR0QOH 6) EXCEPT ri KADi SHALL 140T BE US" 5 Ad. SCREM TO BE STAINLESS FtEEL "4 OR -716 INS SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER 9, 11 SHALL OF THE RESPONSIBLIT, OF THE CONTRACTOR 10 vERIFY THE SOUNONESS OF THE STRUCTURE WHERE SHurrEft 15 To BE QN 500i W/ 50 efi YIELD STRENGTH AND 90 ku TENSILE STRENGTH & SHALL COMPLY W/ FLORMA BUILDING CODE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE SLOCK OR WOOD FRAINA, SECTION 2.i I 3 � 4 BUILDINGS 6 VOLTS TO BE A�.`M A-X7 GALVANIZED STEEL, CR ASI AD, SERIES STATSILLS STEEL. WITH, ,�6 6�i MINIMUM 1,EU) STRE.17. to, EACH REGULAR STORM PANEL i LENi OVER Iii THROLON IX-4', AS PE4 SECTIONS E, a. 9 & 10 AND ALTERNATIVES INN, 7 A401CRIS to WALL SHALL BE AS roui SW & IOW ON SHEETS Z, 6 A 12 RESPECTIVELY. SKAU. HAVE A LEGIBLE AND RJEANLY VISIBLE MARKINC. INSTRUCTING OWNER 09 TENANT TO SECURE PARELS WYTH APPLICABLE REINFORCEMENT OURfli ITTRIOUS Of HURRICANE WARNLRO (A) iQ-aI�TM-eQM5WLSANQRI 11 INS *NSTAUAMIN CONTRA" S `0 SEAL/CAUU� AiT SHUTTER COMPONENT EDO1$ Ai REMAIN IN (IONTINUOLIS �10`fi Wi I I `# TAPCON Mi� AS MI 4CTUi Iff t r W 8i INC i fA-3192 ii THE BUILDING TO PREVENT WINO/Fi INTRUSION . I /4!� . 1/0" CAL."i ANCHORS, &n KARUVAi BY ODMALT INC (MILF if'-3000 p,.i - 'j.-Y, ' SOi ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, VOLT A, SPECmi co 12 STORM PAWL RMA"ITION SHii COWii WITH SPECS INDICATED IN THS DRAWING P,US ANT Doi AND Zoi RCCUIApi f%)1' i -30M P-) PROVIDED By THE JURMI)i WHERE PERi IS APPLIED TO - #14-10 PANEUPITE FEWALE to & PANELMATE PLUS ANCHORS. AS MANUFACTURED UY ELM CONSTRui PRODUCTS 11 (c) MIS PRODUCT CiALUATION DOCUMENT t1ii PREPARED 5� THIS ENONCER i CENEW ANO DOES NOT PRONJUE INFORAI . I'­33SO (W ii,,­) - ,/4�. Cf IAP-ORP ANCHORS. AS WNUFACIURED Bv 7RU-FAST CORPORATION (f'­3600 P-1 FOR A SITE SPECPIC -Pi iii, FILIERE TIC SITE CONDMONS DEVIATE FROM THE PE.L, A I) MINIMUM EMBEDMENT OF TAFICON ANCi IWO POURED CONCRETE SHALL BE I � i CONTRACTOR TIT BE RrSPONSt8UC FOR THE SELECTION, PURCHASE AND INSTALLATION INCI.UOING LIFE SAFETY Or THIS PRODUCI /4'� 2' FOR PANEINATE FLIME a4i ON THTS Pro. PROVICED HE/SKE DOES Hot QVAATE FROM -,Hi CONDITIONS OCTAII ON Tw* DOCIPADW ANO V to ALEMALTE PIUS AND I 1/4- FOR CF TAPi ANCHORS CONSTRUCTION -'V&r,Y AT SITE IS THE CONTRACTORS RESPONSIBLI &2) CALK-N A, SOLID--r" ANC&ONS SHALL HE EMBEDDED 7/8' INTO THE POURED CONCRETE No oABECWENY INTO (e) TI�IS PRODUCT EVALLYMION DOCUMENT WILL BE CONSIDERED Iti IF MOMITED I�U SHALL BE PERMITTED 1/4- 0-20 SCREWS USM SHALL BE I 1/2- LOW; MINIMUM SHOULD STUCCO Eii NO 7" MINIMUM FOR WALLS WTH NO STUCCO. ME) MAY RE HEADED SCREWS OR ALL TtOTANED SCREWS W/O HEAD, tdi SRE SPi PROJECT- SHALL BE PREPARED BY A FLORIDA REQS7FCREU ENGINEER OR ARCHITEOT WHICH WILL BECOME THE BUT WITH YANG ri ENGINEER or RECORD (Eoi FOR THE PROJECT AND WHO WILL RE RESPONSIBLE FOR THE PROFTER USE OP THE ii ENGINEER of RECORD. ACTINIC AS A DiLEGAICE, EZTKER TO"'HE A 31 IN CASE THAT PRECAST STONE. PRECA-17 CONCRETE PANELS. AAVERS, STUCCO OR WOOD BOARDS ELE FOUND ON �.J ii, .1.0 ETIGi SHAC­ SUBMIT TO THIS CAFER THE SFTE -,Ai UNAWHON FOR REVIEW, EXI$TW, ALL OR ,JDOR. ANCii-IORS SHALL BE LONG ENi TO REACH TRY MAIN WFUCTIUK "No SUCH PANELS ANCHORi Sni, BE AS MENTIONED IN A I) AND IN Ii t�� THIS P LVNALL BEAR THE WE AND ORIGINAL SEX AND SkGRAIURE OF THE PROTESMNAL ENGINEER , RECIME) THAI PREPAREU IT (0) IQ-1.415��E a1Q1rdL-V&L­-AS1M­-r1-20 - 1/4- 0 TAPOON Ai AS MANUFACILRED BY I T W BUi INC 14 SNUTFER MANULACTURgi LAI SHAU BE LOCATED ON 6 READILY VISIBLE LOCATION AT STORM PANEL SHUTTER In ACCORDANCE WITH jj(,�Ofl I �05i .1 OP TLUMEA RULDNG COOD, ONE LABEL - 1/4" 0 . ?/a` CALY-N ANCA4014S� AS MANUFACTURED BY DEWALT INC (WIN 1'­i5oo P,­� SHALL KE PLACED FOR EVERY OPEMkC LABELING TO COMPt Y WITH SECTION I 709,9 2 Of �,E , I/, '0 .N 3/4- SOi ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, MOLT A SPECALTY CC 1,0100A aUILDING, CODE (.IN 1'­1800, P-Q THIS DRAWING SHALL ONLY BE USED TO I - O'A- , 0 AMELMIM FEMAI 10 AND 'ANELMATE PLUS ANCHORS, AS NIANUFACTURED Ii ELCU OONSMUCTION I OBTAIN KPI IN THE !��� (MPL F�207t P-) %j0;714J7/$,N No - 'PRODUCIS �A' 4 OF TAPi ANCHORS AS MAhuFACLURFo BY THi CORPORATION � '. .. ", -ii S 1) MINIMUM EAEADMEW 01' TAPCON Atoi CLEO PANELMATtS AND CF TAP-GRO' M(NOR, INTO DIE .. -, ,,, FLORIDA BUILDING CODE (High velocity H4, Ii Zone) I BLOr. UNIT SHALL, BE I I". 4� ..�. I .. 1 .Wi, P.10M "'It 20 GA" GALVANIZED STEEL STORM PANEL ;I 11 11 . iL2I Qk-IN & SOUI MC�HORS SNAU BE EMBEDDED 7/0' INTO I.Y 0001,99M [Aoi UNIT - LWo . --,----.-\ MWe - - INTO STUCCO,iNiALL, BE PERMITTED t/4- ­20 SCREWS USED SKi BE I Ii ii MINIMUM SHOUCII. orco I . - r, - - `- -2-7*---77eIi / GLOBAL CTS RE Cii AW) 1 fiL4W11M FOR Wi i No STUCCO , URC Soc -c'. STA, OF , , , L 11 \ C Of.. -iS.111- -- � OF ILLR TM= & VAURCUUNCI Eg�-A� �L " ­" , - -i; ­X�.- -� -'If-- Hi. .r - We - -i t, .I. "low DII,A)eoi 1- N.Iee- 'o-'s OR ON... . ;Vr " ;�'S'--., . ,Z. ,�, ., , , I- - OW)PI-1.1 , - ""'. S/ - - . . . I -11 i :ji�:: CAAeHC Ii.T, -]I I K7­0001,110 il,"i � WALTER I �I,v 1. IC ,4,4111 ;12 "UIL"'C"N"i . 'Di - , ­­ � - . 1 . I - ; i - -- RRQD1JCtEYAKVAT1OrfRUO1Xf-NO� 20,07211.01 3 6. MA-TERIAL CHARACTERISTIC AND SPECIEIGATIONE Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176, Anchor specifications shall be as indicated on sheets 1, 7 -and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USF- 7.1. Shall be strictly in compliance with General Notes No. 1, a thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by 7`111teco, Inc. and signed and sealed by Walter A. Tillft, Jr, PE. 7.2. Product may be installed within HIGH VELOCITY HURRJCANEZONES 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 WalterA. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719), LI,%inittillit""I , �,Ii I� - T/4 41 1,9,, 0'� . I ,� '........ �, r4l. :11"VI .. . ,/ . . * , � ii, `,,\1�EhS'1t`,i ,. i? .. 1. ­ ­ iiiL . - ' I le:�­--- -, ��. 44167 T, I . = -, -:�­ ---1;;r! -----* , = - I'- I = - I - - ',�/ - 1, � *`�, " 5 OF * 1. ��, I %�o - , . x,'-. R -` wrl. r ., �, .. .... '111111104 I fit 11 %V10 WATILL D;iiTILTIECO AD MON RECORDS I P. E. REPORT-20 `iGLOSAL PROTECTION PRODUCTS, LLC ,20 GAGE GALVANIZED STEEL STORM PANEU DRIAG 01 20-178 � RLPORT#2"728.01 I /We X F1 Ll Eli TILLIT TESTING A ENGINEERING COMPANY -- ­­­ - I - ­­ - WAI(jERA, TIUIX, R­ Pi PRODUCT EVALUATION RE REPORT NO. - 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stonn Panels PRODUCTNAME, 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection PniZ­duqLA= 4800 S.W. 51 Street Davie, Florida 33314 filt000r-aEOLCOM PI,PP T1k­N,, 441i I t­A.L­N.A11O6?]9` 1. PURPOSE OF EVALUATION - This is a Product Evaluation Report issued by Walter A,Tlillt, Jr., P.E. (System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method ID of the Florida Department of Business and Professional Regulation, This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT kPSDJ� Drawing No. 2D-175, titled"24 GAGE GALVANIZED STEEL STORM PAIIII sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07127/2020. This drawing is an integgs V, '?,"'Mi. , Evaluation Report. I,OT Nz� e, . ,�, .. ir I - - 1, � /; vl�, ��,� , — -0i -., \r,E�si%�� " ---, is� ­%_ V . , --!S;Z7-f---*:-- - � ­� ­­FJ �'-:�l �C`*11157 ". � �,­ A*��, * :* 6155 N.W. 36th Stmet, Suite 105, Miami, Florida 33166 - Phone: (305) 371 531 ULAR - & LIFE SAFETY STORM PANE (SCALE 1/2�1'� ­ - ­­­ -- - - - � - ­ -, - - ­ - - 15-1"' (TOTAL WIDTH) -- - - - . - I -.111 � - - -I -1 � , - -­ , ­ ­­ -- 15.1 96" (TOTAL WIDTH) - -, -- - ---� - , - , - - ­- ­ .- ­ - la'Soar (EFrECTMEE Wi - - � - - I ­ -- - - - I - ­ , -- - - IS 1/4' � - � -- ­ I I ,�----- --- --- --- 15.250- -- -­ - i --i-350, - r­L Y,O'- �, ­1,�Po'- 'i' -500* 1 i ",,6W I /1', � I I I I ; � � N I �� -I- - ,�, - - -A, :� : � , -�K I -� SKI, � , , , - , , OD36' III THOK r -, I 11 � --- t- rL- V. / 1 , . ­� - - - - �lio,l - , 1i -Iii I L 11" F - - - �- ----" -N ,;�$i N%� A_XV, , IS.: ii, I I / � - I *- � /­ I I- CRUDE "T EMMEQ, -1 , I A I I I " I CkI '�� 657, / Tmoo,,I - � � � I " * N 1 6 so ' , / - �- I I I A) ft'11�1!61:4141.11 11.412111 . EDGE , T 1165�` _,,C 1, EDGE _ " -, \ , \ , i t 7 "i ��, Doo- 2kpi. TY, , -VE 3 2 .2 2. I, , ­­ � / ±UMED P 1 WMA" 1 WALL CENUE. �! 1. - tDi % ce=i "Y J \ , /, \ \ / G-DO MY i]Ii,`T-L I 1, / 48.6 " I - CW. A \ I I- - - - - I I - � - 1. - ­ , --`7 i " - - - - -\,i­ -­ -- - - - - - - - - - - - - - - - - , \ I I .­ 4 -i-i 1 ---;;-it-1.350, I ­ I I .:1 ,= i .350 , ­.- --- -- I I ­-11250i --- ­ ­.- I �- T SIQRM-Ei a END STORM PANEL - ��--2,11,i -- � ,-� I , 3ir �,� I . Avi LI. "I',., . 1 -2w v I ------ - ----- - -1 I- 2T87- - -1 125* 1/4---20. 99GI ,-,.- - � R a '12f ­ L, , 1,25T "Doi '". -- - ,7bD' - �fi , Ii HEMMED Ewr ,�,' 11 I .Too* I . i.125 SERIES 304 SERIES - J50- -- I - R. a :: �1­1 I - SS STUD fini S.S1 Sm fw&lw L - -�� I -,-, , ir-r- - � To �v 0 11 - � ­�­ I � I 1 I 11 ! 1'2Q n,!141- q 'Ir DO, �4 -- 4' `N`W -`,­,,­, I " Do-, Ii I _ , ,,-:i�,<� -I- 1. ,­�­ �O.Ce- , 'I oits" -qr, i ­ e " - " 7�g,=-�=,- � .oifs" i — , � - " S, ,< og , � ,>,� 375" 5 . 2000 . I.Soo- I TOE 1,500' - , �-Z�,, - -09y 1 2.12 " . , , . 9- ,��,-., ­ ­� - - - - P* I_ 70iVii 4 , " �,, . 5� OSA: AL I L I q , o-'so, 1­�:­-�= -­ 2,12 , I L /9 - I lo� 13 751 1 - � I I �46;i7 1 �7 , NEUMER, - - - - I It I ; I I , , �, �- ". I --, � . � '25, � I �A� - I'S I I 1� -1 , - 3 4 �i - I I 11 '-I.Soi I A-i- f - I -1 � 1 5' M­ -- -, , - - - 1,500, - -­ " / �. A, -awiIi!` � ISQMETRIC YIEW DUNLi /I � - --,,." ,I- L---2,OW' -- ROUNDED CCi 0 ENOS OF PANEL'S N& &� M UP Wl HEWMED EDGE, 1-.N ��� (�) *,CA"= (�) ANGLE 4� AtJGUE WITH STUD (4 ANrQLE MM (NJ S) li,-!�J RMITAM-sm I - - -1 Ii I , SEE DET. � - 7 - f­j , iii A 2p� Ii TYR TOP WOE �374, '096' ,174 OW - 750* - 7 I - --- -I -390, -OF PANEL .183, 0. , I t - - -,SW-Z-- " ;31 . it I i y I -­ - 1 125' ,jg�-i 34. SVI . 1 � ' 1 4 STUD RIMETED TO - -- - -.11 I ---- - - YC` 4 , I - I BIS, -t -T-i 1.407"�D / 2 170".6%* 12 1/2. a r � 630 Bi �375, T , I, .W I I - - , -:� -1 A � . I -F I ) -i_ , I I - -- ---- --- - F . I I - ; 1,671 I ,671� " I I.Si ­f I I t A .390 1-343* 1,061' I Jilil - . R I - , .. - - 'eiii , ofor, �, L---4:L"125' 8. 1 Q'It "OU: nOR I : .- I 1015- � I I %cgr LOCATION AT -- - 1 760 .057-- 11 it I --- I_ � EVERY PANEL 041i � 1,08'. L- - - - - ­.. I I ­ � !1 ( � -1 t . MY, WI ... (�) KEY HOLE WASHER \ "-- I iw- ­- / - - 2,000- - - - -I ryi 7 Ooo� I � ­Iw� (�) IF' TRAQK ANGLE (R 313" *F' IRACK (7) FLAT UKEQ : ,-----, '� i 0,036' [Mi") -. ­094' ( I MTH STUD I - - -\ 1 A GALVANIZED STEEL I T .3.4-0 ,iRA00fN0#i I I it -, - I or- Iii, A I II �W% : � I" 'Irl� - -, 'I �� -M. 'S, am � , , , ----- I - � i , " " ) 8 ,,.I,­�/ �,,- iZi'- Ii , r , I -- , , 1 ". - I *� I " I W10 'I 75*i - - "I r I 1, ­ , 4 L­ � - - - 1--i I - I" *. I, 75- \-,--Q1. - No, 44167 1 - i -.* k-It I, 13 � I , I � , -iii f I , ! - - 11 � ---- ------- J I = *, * FLORIDA BUILDING WE (High Velocity Hurricane Zori - - 1 063, 1 I - . NICKEL 1i; -o'. STATE OF � 'i TO= INC FY ­� 12-5 , 72- -- -- M" -I, I— ISO- 187 . WING Nut rw W. � -P *' It 20 GAGE GALVANIZED STEEL STORM PANEL Ofti(ift a, - i �--­ 2.Wo" - � - (�� KEY HOLE lit" �'�i "OR ' 1. 11 ��, , / -7/1"U"i OR, 4k-� AT PANE 1-i 10, n.- - � --­'-:i, tiffili GLOBAL PROTECTION PRODUICTS, LLi D'i I- � - / 11LIECO \ SW. 81 STREET e - S 2'i I a! ,-, ALTERNATMELY USE WING NUTI */OVT , . =mrnwo * 0'"Vm" - MAIL, I XLIHI 20-176 -- ALUMINUM ANGLE LADIi WASHER W/ MW*KAL � - W. - WA - - , - "Hi "),112-77SIo. i VISM&N-10i - � Peo --­ - - PULL ­­ - 7/8'.i WASHER 'StAlifirss iii - - DIAINA, NiL �TtLLT'19�, STM DR NICIIEL PLATED STEEL) PX SEX/SiCIMPAti ­ WAi F-E- , I - - ei 2 i . 1 I I VA0JDVCTFVALEATIUfNREFMTN0, 20-0i 2 2ii REPORM; Large missile impact load 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�GI-01 dated 03/11102 witnessed by William R. Manner, P.E., Boriz Moroz, P.E. and Henry Hattern, P.E. and Report No, 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largaospada, P-E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated Novembi 2010, signed and sealed by JuAo E. Gonzalez, P.E. Tensile test report No. 9CM-198 by CC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E, as per ASTM E-B and Tensile Test as per QC Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 21-3MCTURAL ENGINEERING CAL&ULATIONS; 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 rationai and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 B/10 and 08,`27113 (for this revision), signed and sealed by Walter A. 11111t, Jr., P-E, I MISSILE IMPACT tES116—TAi Large rnisi Impact under Section 1609,1,2 of the Florida Building Code, as per SSTD 12499 Standard and TAS 201 � 4. WIND LOADS RESISTAIi 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.0i), 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-" Standard. , i / �-s -:�,a , , PR0ID1=EYAJ,UXTJ0XUPoRT NO, 20-0727,0Z 11:0 � 4::1, 3 e .,r- C= ,= 'C. 5, INSTALLAITIQN: i Z; �z .e r, tt t " -.3 . r- Installati n shall be performed strictly in accordance with & its in ' ted on 'i cc c�) - n ' ted ,in -A .- C-4 X-' sheets 30 thru 8,12 thru 18 of 18, of Product Evaluation Docum . E. 0.). 'E' Dii), - 'i c= 10 0 W C-A 5a drawing No. 20-175. Minimum separation to glass shall be as !in ica indica . .i iiii W sheets 3, 6, 13, 14, 15, fa and 18 of 18, of Product Evaluation D me ,W 3� iiiii -,r- r (P.E.D.), drawing No. 20-175. .e il .r- .ec �w 0 ;P W 'i ce- i . 115-MATE . - WALL CHARACTERIS13CS AND SPECIFICATIONS: , W 0 . Ira W , * " Shall be strictly in accordance with General Notes and Components indicated ci � -ii, i * % �� I= sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawin rawilin . . t 'I 20-175, 0 e to CP � Anchor specifications shall be as indicated on sheet I of 1 8, of Product Q.- t Evaluation Document (P.E.D.), drawing No. 20-17& C Hi L-LIMITATION6-AND CO WITIONa - -OF USE, 7.1 � Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheed 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. TIIIIt, 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 striticturea. Product Evaluation Report prepared by Walter A. Tillit, Jr., KE, (Florida License No. 4i President of Tifteco, Inc. (Florida CA-0006719). WATILL D-%TILTF-,Z:O ADMON RECORDS i P, E. REPORT.20 0,11ILVANIZED STEEL STORM PANEL ,DRVIG#20-175� i 11/4� 2/4, 3/4, 4/4, 5/5, 7/5, I _b,IW/10, 2W,i 3W/10, 4W/10, + 6/s IF` 5W/ 1 0. 6w/ 1 1 & 7w/ 1 1 I �3' 1i ... ­ -- ­­ ­- ANCHORS.- FOR CONCRETE SEE SCHIEDi ON SHEETS a & 9 -- - _ ___,____J: Mi I I '"L I FOR WOOD SEE SECTIONS ON SHEETS to & I I I MAL, 17­6 - --o --�, � ­-----� ---- -­ -= --- - , 0 -- =- I D�Mi.,(�),(�),@-+& I I . I . i I , I � �/- 7' 7-7-T--l-7 -1--T--- --f FT ] ­`L­ -f---­T --7-­7 --- - - ' , - -,---,- --,L - -7; --I,- -It ­- -- - - - - - I , tl-= _ , I . ­ � ­7­1-- -- --, -, ­­-r- I 1 � I I I I i i � (�)-(I),G)44.(D I I - 7, i � � ! 1 1 I I I I 1 F I � I I � ; I 2 - 4 I � i I � � I' I I il i I M I I i -1 � 1 il I� 1, i� I ,, �i 1. 1 I I I , � r I I !I, if 1 1 1 i 1 j I , � i I : � , � I . I . I 1 ; i I I 1� , I i ; I I � , . ED 1 i I - I ... --- ; I -- � r - L -- --.-- -- ­ - ­ ­ --,-- � - I 1­- L,-; -� Ii., - - ---- . - - �-­ -L-J �, I I 9 - - I I .7 �. T 1 - � 'T --� --f,,' ,J'-T ---I,---,-- - -- I � I I - I ! -. -1 - , , : � T I I I : � I . I I 1 I I ! I � I � . : i I I I ; I , I i I I ; : I I 1 I I � � . : I -- � . I i ! I � : I � - -7-H1­1 ­1 � ! I ; I I � , - - i 9 i 'I . I I I � . : . I ; ­ I - - I I ; I I ; i � - T I � i i 1 1 I A` W'A' � I , 1 I 11 - - - 11 I I I � i I V � -, � � : I I , . I i I . ; i I I I I i I � 1 ! i r I � I � 1 , I i I ; , [ I I i � . i I : � b I � � � ; I I I : ; w � � I � , I i i I I i ; I I I � . I � � 1 ! - I& I , - - -'- - - , - '- - - - - I - -, 1UNEOLTED PANELS d I I , : : I ! i i I i EJOi PANELS W/ 1/4-20i 1 ;- � I I 1 , I i '(SEE SEC -IONS AS 4 ; I � � 1 � ,&S. M,S, BOLT W/ 7/8* � 3/12- �, i . I I I I , I " I I 1 I I � I I '*NGNLrrS 0 EX OVERLAP . 1 3 � APPOCIAELL) ; i I I . � I � I � I � � I I 1 (SEE SECTIONS AS APPLICABLE) ; i I � I -� I I I [ _ i ,- - f ; - 11 11 , r -!L L, Lil AL I - i ,: L L L 1 -1 - - 1i I I : l q I I - , . - ­ ­- 11 I I � � - 1 - - , - - � 7 , I F ' - I i -11 r -i , , ­­ 1---- ... I T. I I . . -F- -I --- I i � i I I 1 1 I i Co i , I , I , � I i � I i , i I I I � I I i I i ! I - I i I � I 1� i I i � I I � � I I I I . i , , i t I , I ! i I I i � i I I I � . � 1 I 1 I 1 1 ; I � � i I � ! I � I � I I � ? 1 1 i � I r , � ; 1 I I 1 I . 1 ; � . � I s . I � � I � I I il� i i : � i I [ � � � I � , 1 ; I I i I � I � I 1 , 14D � L T I I T D. M,. @ - @, (�)�+ , - 1 , i --- I -­ 1 " Iii ­ I I f - . - - i .-- I i . � &L I - , , �1-1 �E li I I , (�)-j wi�l �7 I ji �4 ; , No i- ­; 11 MIN 1/4, 2/4, 3/4, 4/4, 5/5t 7/5, - ": � � 6/5MIN 00 1W/10, 2W/10, 3W/10, 4i ---- -"--- ­ ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 9 & 9 - - - -- �- - � I FOR WOOD SU SECTIONS ON SHEETS to & 11 I Li J& ELEVATION I NY& ' 2 67' ,/4* M.I. GAP I I A, ( ,wik DATIAP -1 M ME ALLM 1 � ,� - III � � iM, � , IMA . W, . , , ', , , - - '. ��, ,/, - - ­ ,,I 1#11 ". " , ,,� ­­�, Vi i 7 MAX GAP ,<,N'�� � ...... t i � - I -17) 1�. E "'.. I WILDING CODE Hlgh Velocity Huricone Zonit �) FLORIDA 8 1A i \ � . - ' — `,L,. - FR, -- � rN 441 7 %. I 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN ft . --- * . � � .*= - - SEQT10N _A-A� * � III, '. III: , '/WeitHO" NJ,S, �, -'i ATE . . -- / 11LIECOiNi..' GLOBAL PROTECTION PRODUCTS, U.C. - 0AX �'P-- . — S-W. 5 � s, '(1 � Tifti I'Denti W, VIALNUCeto DIME. n- XCHI 0., ORI, . 11 , ��'.. - 20-175 o,, ,, X - ,ii . - - o'ei . .1. Fini Oxmi-ee-'ei v- (-Meii iii S ... I PoNe- ­Oei DRMAIC - N Ct�lq -1 e— L - 1 — I- . I , - ""I I - I III 014" 1WEIIIATE , min", `� , - F09 . I - ­7­1 -11,iiiiiiii a) a) r- Cn -0 iiiii > (D = -11ii 0 =3 a) a) " a) 2 0- C- -'-- C 0 -0 0 " = CM CU -I-- 0 -0 W — 0- W - a) -t� = a) iiii 0 0 -0 -= iiiiii = 0 = L- 0 0- = -2 a) 3: M = 0 .0 -4.- M LL 4­ 0 — CU > (n .— . (n a) L- -Iii " CX c - �— cu Cn -0 'i .= CU -1-iiiiiia Cf) c- < a 4 Z Z W MJ --- — - INSTA-LWIQN QEML� EQR ROULAR PAINEU(J. & a DID QDSM VEMLS FOR 1 ON IN P0,11M. QQN2M INSIALLATION DETAILS EOR REGULAR, RANEUCil & (1A INSIALLATI9114 QUAILS EOR REQUIAR PANELSru & JA INTO EXIWING POURED CObICRETE OR CONCRETE BLOCK STRUCTL)RES QXM I= 98 WOOD ANCHORS � --- 11 WIN--VIC, YAUD FOR KWM, Uf E AND E-Z--R" 2QN 94a 513)m INIQ EXISTING ", III INTO EXIKING POURED CONCRETE OR CONCBETE LOCK STRUCTURES . ANCi � MEVaoli' i CONCRER 10i -- ,i�­ I , � tsm SCHEDULE ON � WNG . r a --­­ ISEE SCN0:&`u ON I iVE SCHEDULE ON sHort a a 9) SHEETS a THROUGH ;) � "I t � , I _ __._.__ ., __ ­. ANCHORS FOR CONCRETE SEE SCHEDULE ON SHE17 9 - - I � -, 1�. MR WOOD SEE SECTIONS ON SHEET 12 ". I 5"Rios a 1HROUGH 1) .. 7-I"­... 1 ll '11-11 i4 ­ PQURDO CONCRETE �- -TRED CONCRETE -- '!OPOOCREDDNC;��8LOCK 3" LAC,, 2.61� 3' Mi ANCNi --1, � IL : IT I - , i4,� I OR CONCRETE BUICK o CONCRETE BLOCK 1z (n A. -III, i� (SUE so,oxi ON ��, 1. �, I - - � --- L \ REQUIRED REOLARED X , . I I 1/1. , I . - .1, 1 1`5 a i I . - i- i 4 CONCRETE ANONORS I VN 1-1) L" a THADUC. IO \ -- -- f IT -- COI,cem AHCHOWS 11 -� L I * , xk� CONCRETIC ANCHORS i'­aMl- ­ & 1. Fri. INAZ Wn ` it, I - CONCRETE ANC.Ci i I - . I 1-C4.1 ExLSNNG POURED I, �:: �., - I 1 (�21� , � REQUIRED I - Di oVERUIP . Ii. " (D (SEE Sc,taxxtE ON `1 (SEE SOMEOWE QW - I C,C : " i it. ='i , Mi I - - -- CSU SCHEDULE - L . ..... flr== r ?$a scmi DR - O.M. ; - Mi � SHmi 2) I -,�-- Ex'SYNG POURED L SHEETS a THROUGH, 4) ­ coNcRETE REOVIi I �1� I - : �, - , Mi -11 ­ ON, I nme:ui I - I I , - P-xii - - I L y t I -A SHEET 21 . '" I, Reou"i ­ ­tI ,.L, - I I EIRSTING Po - I I - �,� I I : � I'- -, I - I ... - I I i DO � , 'i , I � - I-- -- CONCRETE �: , AEP -"-� 1�-j I ' L , Via - SHEET 9) I si 9) *- i n I ; 1* AIL 77wil I I - - � -I I . � - , - 1HL � \ Ll -� - L c(RA-11i , 1 �4 . - .1 --*--- . * ' * � F - ­ � . -/2,; X= . 7 1 a) . � ,.,�­,--N'�11:1-� � ­C: Li 1.1-kiie"i I',- - R=u - I I -A).19 � ,,, I �:, ,;�� . 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Ii ff I �­ L��,� I i I � , I �",�, .. �I . I � oMmm 'DUMED, ! i I,-, � � I , CHN , I L ' �- CONCRETE OR -- I I, � ­ - - 'f ! . �_ : I I , I I No ­ 14 ,� 1� ,� - 9 1 � , Q-,n 1. - -, ------- -i 1 - (1) ODKINE BLOCK I I", I � � . 1­ L'-- -- - - ' ' - L' ­ ,I I -+--a I �,,,."--;­ ! j - ,-�� T,, , ", ` ` �" -3��t 1 ,� ! i � �-- --a - � "I � , , ` I I L, " � I 11--� S -- ;ot- - � 6 I .." � - "-"�' � ------ i � - I " , L , " �' L� - , � - ­ � -- ­- ', ­1 �� , �, I � ,,\N'7&�­��111' : . � giii 6 6 ,Is, 'I, I �-� r- � 'J'�. � (D - I -r. -- '' il - --- T -- -. - �i Dew SIX 6 - V. ITUD . i I - 1, , , I I - I � 1 1 1 , I � - - , - - , : I � I 4., '. I � ; iT I . "� I . I i�­-, �i , I e" /2' 0 c 'i ,*�,""":1 t'­,',,�� ��� ! 1 -,-,,�--,-,�,:����,�,i��,-,:,-",�', �� -� 1 : j - 1 6 � I ,;, Ili oz � I/ --- -1 , � 'IS B FS" : I I .. - I , I - i . . - I,: , .. � I � ­1 ­ ` , . I M 'O n I I �i,o I I i. I A I I I I " 9 M­ I � ,*.we I I -�`i �&;�;..-Z-WUY I I i", I I � V3, I � , � , 1 : ,�J � ! � 8 ; CA&&�Votll) T-- I � �; � ­­� � i - MrAt 1 � .., [ 1 r of I ! sa w,co" i � I I � I : � r , � � , � , I , :i . 1 11 - �� T' Ii . "i I I. L A � ; * L � � i � Aff I � i -"*- -10,0A, I I I ,I -,A,,i I i i 11'4�, � , � V ',1A. I I 9 i --- -) I "': - , I I *, . . Mi ,mom ' , � ­ 11 L I ! � FAT , "M = :::, - : (f . I I I ", " LL '1�, ­­ - - - L t­., - ."I'VATOR 1 ( DI , - 11�1 I � � Yp - W t I e 4 i � I � � I - F , I § 11 � ­ l � - mom � 1 I- ; I Tl� I i � - J M 31. . I � Q I *oemi At � : I I : I 1�11 � =---JL I , I '00 po" - � -r- - 'on III e� 0 ` � I � � , , . , ,� - A i I 9 I - I i I v*ii W& QaE 9 (PLAN) it , , , 'I I I � I L i , , , I ,, Z� I I i 6E ­ - 1 4 � I g�. i ,1 I , L' I � - - I %AW% --I I M-1i ! 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I I � ; , I . - I � - I . 11 : . I � , i 9 a 4-Hii, .1. I . -1 , � - if - - L'-'---- --'' ­ ­­ e � ,-- -- - ,- . . . 1, - � , I SIMI, - 11 : ! 54 ii �­ ­ I , r . a ! I I I -- � - 11, i I mlu . 2 --- - I �� Z�� -I i -L ,� - . , * '. I ­ : I � - 1 X'i .I 7 CI 'Ir - : � I I I - �i - . , I 1 < � I - 46 � SIERii I I I c � 'i-T111, I ; f I 9 9 - I .6) i � I- ­.- I- - ,-, 9 0- -1 d - �1) I 7 d I 1 - - - . 1 1 i � - I If*- R U) �," I v.N'i I : �,-�, 7'i , , L . . I k : loo— I - ig p.- ! . � , i : I .1 ai � �!�, I I EXISTING POURED E.D. -11 '- - ii I .�� � � ., I haii I : 11 , � III Ii OC , If I POURED L ED �' - 7777F77 I . : oni --- - ­,IImmi - t I _ EXISTING POURED Do msTRIG '­ - ! ; 'I, 'Ir C,C � � . 11 "i,;. ... : I / � 11.*, - ! ; i : e - I -4--i CONCRETE OR - ,,, - I �� I ` It I L -1 - - I ,4 L . --1 ­-, I 11. � ! , : I � I " n WR w/i �: ;.. - - - . - I P L : I ;- �� :7,7!�---" ;` cowli KoCx -�, , L I I : 11 CONCRETE DR -- I coNCRIE OR - -1 - - , � I , � � i I I . I - - i or 'L' V11102 101. , � I JT��Sr��. �, BUD'i -, I L� . � i. , 1, . 1 5ox 1 i.�-, � REOUIRED. I r L' I I ---- I E'D. ,-r ! I f"L - - +I. �� ­ I t:IA �" - - -- I CONCRETE BLoi ��, - M::� CONCRETE I 1-1/ = 1-1 -1= �-= � Sax 5=­1 tv 1 � I ii D.M­@CA@ I 0 REOURED - REQUIRED � =11i : 1 5D% K -­��­­::f� ­ii ­-, ­� -11 - Dusaw POURED . L - . ! OF 'L, I M" I I I Mi , I : I �, I r - - -1 ­ 'L Z , .. 11� f I ­ ,�,­ ` �` 1= � � I I .. I - I ! � - ; L - . ­,",­ ANCHORS FOR CONCRETE SEE. SCHEDULE ON SMW 9 i­:::�-t : hie : I I � ! OF ILI (1) - ". '17-7 1 1 (J_;; Ij coNCREM: OR - . DD - - - I I 77'. L" 11.7 i I I _ ­', ---- - I I � - -J co"'m NOOK . I'. 4 CASE C (PLAN) '31 M10 �7 . - I Loi =3 - Z-,* uii I 1 � ExISri P � scii s/16.1, I ., I ­ i - _J_ _ I EXATING POURED I - ." � , - I I : T i , �'. I., � I (3 . - FOR WOW SEE SECTIONS ON SHEET 12 � �� _ CONCRETE �. I __a I r -� CONCRETE OR - - Cllli�t) I I I , :� I � ,L - I .1. __ -�3,i I.. . ­/.­ .. Pa. REQUi I . '. ! - ­­1 - , i ; � - � , ­1 I -­ ' - . - ­ : ­ . ___� ��, I. Tooi 1, Zi Do I � ; ED, I -0 � .1 - 7 (I L - 11, I LL N` . , cvl�i` .- IL �,,,,' : - I , � - � REOURED -1 yi I- - Y-.-- 4 CONCRETE SLOCY1 . .11 � I �L I' ciiiiiii- ". - F2-2- . . .. Yr t -4 1i : . . �,�� I I Tt= ­i: .. AA 0 - wern, — - — . � ­ - - - , -- 'ORM co"Cei A"�- ­- � coweRm AHCHOOS . -(��;� ?i� , � ,,11 = ; wi��54, & Q ELEYAm I F D I CONCRETE *01oft 11 �",; .7- I i REQUIRED ; - � F , ,1 L ­ I ME- - - - 7 ,,, , , STUD 4 12 I �, � � e ­­ -- I F IF --- , I ,,� SCHEDULE W 1, - (SEE SCi 11 -2/4 ME � 116 .54. =1 -. I I - Ir t L' . , � 5 W/ � 9�5) �11 �1- , --. =.- - I "C" 9) (SEE 9CH00i ON 0 MID AN ,�.'L ------ I— -- - -1 ii -, - � ve, I -1 - I- � L __ES 0 1 is LIKETS 8 THIOUGH 0) SHEETS 9 THACOCH 4) oEM 5 YHRoAII, i I -�­ _ ` , 9, � -- �r- , , : . � -- L- SHEETS a � o' I -1. OR ". I I _ : , : , I CoNCR . � I :� � �-* I , 1 , 1/4' Mi GAP ­1 � ,­ " � I Ae I i i 2,1$7" , OR a TAP E � , "-�;'� �',�'i�L ' , L:� �,�,,L�", �,"'\"',L,�". I I ii Vice =1T - � ) seff0i oii I , BUILD 0-41 VIr"!w : 1v - 'I �;. - 4 i I " " : J I I OM CMEALAP��iwi,"w Wi k9uta - CHws a "OLKH, (Aim. - I 7 I � - I I I 0- 5 r I", M=1=M= : .-'� 'L -1 I i ��, I I " 1, - CEILING 0) , I , I I - : I I - 11; I M LLLLLL I- OAJIMNG ING ALTURAR MOUNTING i a & 9) WALL �, 11 L- V4'0­20.3/4' $15. BUILT �,,, MQUNTINQ Mill I -2;!!!-J� , 1. �. III", flll� L i coi Mi , - - ­L-L ­L, ' --- � � -N, -1, ,- - `� i ! .. .. 4 : 1 IN/II/SI i HOT 7 - - " .,,,, / I D 2 1/2 D4. i 1, �, - M 01i '. ­- TALO I C., I : 7 �z - _ * - == 2 UQDW�i�§ , - I -it"A', PNIEL ,- � � I " smr 3/8�.1 SCALE 3iii sCiAE 3/8.," ScYi 3/a�l- .. I If-Ii ftk� ftff I Wo 4") Ii i 1 --_-1;e4 xt�,, - A I � (�� I /4- MO. GAP I -� t- A, I -- I --- ­-T­ ,f--,--- ----L'- L cowRIETE ANCHORS , , Uhi ON _rNCRM ANCHORS SLAGUORM - "I fur SCHEDULE ON : 3 i L - IN, 4MM Ai I'A"i / � cm) (D I, ONGE OF EXW44G * ME* 1, i it VAteli . 1/8' I F-D. - EDGE DISTANCE 5 STUD (SIT SCHEDAE ON ; EDL - EDGE DISTANCE ­ OPCNNri THICK ALUM TUBE OR T* , - I -0 HEv 2) I SHEET III) Q= NX 1.10AX i (SEE I . (SEE SCHEDULE Oil , 0 1 ­� VVE OR =THM A ".I U) SCHEDULE (A - -1 c­ ­ -Imst" STUCCO/ P I WOOD PLATE silikCEP 'I SHEETS a A, s" s 3116-111 I- ­WEU Doocli OP 3/32'� -i 10, I i SHEETS a & Q) " WOOD SAND I I E ll� (I I LL - I&RED C0= OR WERE Koi novi SCALE j I FIECIARED M -- , I - I * NEW 1' WIDE , VARIES � 1/8" ­� REOURRED Ti - /� � ! OftYE L. i i 6 I � Cu I , '' -\ I : I �11 ,/ \-� ! - I I - EPLATE SPACER TOM lQ M i I , I - ALUM� TUB OR I� . VARIES DIRECT A Q L. � i A, OTE FOR ­`11 , P.T WOW ?-�, � i l0- VI MOUNTING A"R WALL MOUNTINQ 91%�G . QWa901Q6JQf­i­ 05; � , I "No TRACK �Ir I TOP & SOT MOUNITINGS CAN BE a�­� , I I I � ­� , I COMBINED IN ANY WAY TO SUIT ANY - , : -- * : ,ii ;� i "'11111#111MM, TOP & 90TTOM M UNITINGS CAN BE I - - I , CONCRETE ANCHORS I I ­.i- I INSTALLATION CAL-YPN) Ilicili o -,- . ?i L, I 'L SCALE 3/8-1" SCALE 3/8- I" I;Ni COMBINED IN ANY WAY TO SUIT ANY I (SEE sCHmut-, ON ,7 :,- E i I oll,'�IEF, A r/1"N, � SHEETS a TROUGH 9) --� I -IRA'. C-1 M, U.1 I - .. I INSTALLATION. I ; I j , ;�� .11" 1, X. = - NN !�� ....... I I I lq/)�i I ,Q`i " 4 - I I - I - � I I - �, ­ I Li 17�- I I I 1 D3 ,I- � I i 71 - I, '­ I 7,11 i- r -t, � '. . — " -7 �t C'. ' I J, il'-', 1, - I ]�'i I I I �; i I I I I ` I I I /, P� , ,':.!!Z�i - , , , ­ -, ��­, ,N, *­­ � I ­ �, 1­ , �'-*...­ -*W-5,1 - ­�, 1 6 1-cr, I- Li , ..... , 2 - -",. % " - � .. "' .... -,�0-11 I � I 11 , , N, - Efit r- . EX'Si L . I -: . 1� - EXVi lii� - == � . i . 4V -" '-.'A City Hu cori; zone) � FLORIDA BUILDING CODE LMgh Velocity Hur cons Zoni �, , I I." 1­­­­­­ I` Li E)i .. .1 .. - . ..... FLORIDA BUILDING CODE (High velocity Hu � N " , I I I , � - CONCRETE POURED -:'�/,�� L � 14 ... - --- .. � � - 1!. FLORIDA BUILDING CODE (High Velocity Hurricona Zone) -�`iXL AWOM -- CONCRETE � 10 I Z' ., % t- --- I.OA0 �Ri We r I I - � :. � .i INJECL. WC, Ir < It E.DL - - , I . = =V3 POEM i ,I CONCRETE o � `DIHAORGICA'se- * STORM .' , ;- * i I I 'i 1 Ii Mt, -1 - � 20 GAGE PANEL 20 GAGE GALVANIZED STEEL STORM PANEL L I . 20 GAGE GALVANIZED � 3 M-. RIOUIRED, GLOCh .11 ' � : No 44167 '. 1: �� CQUIRM. --- ---- � -� t4ii Hoi No 441 GALVANIZED STEEL im , CONCRETE ANCHORS 1. * , Z STEEL STORM PANEL ORM", at, 2 . . - MAIN - IWOL IN: Z 1 ,1 .*= - Z * <- - E-D. - * -Ai - --- ISIS SCHSVi ON a 11 VITE 9F �' &-,-­,, CT/VU`2AWL x1le . = , * "',-�:--, - �=,� C E j *: --- -i- 17/11,10" VOUCH 0) "�' - � ­�.­ ,;,i --- - -- GLOBAL PROTECTION PRODUCTS, U.C. so 3/a. I S . - --- - ­> - - GLOBAL PROTECTION PRODUCTS, LLCJ DATE- 2V1.STTL01 ON Top & WrYou VouNnNGS CAN BE ----- GLOBAL PROTECTION PRODUCTS, LLC. ,ii,, SHEETS BIT, S- , ". ,- -I MFEC —0. �.. ', - SAM S TE O& - - - - T, i'�— � AN. �I I SHEET 9) COMBINED IN ANY WA1, TO SUIT ANY � .� - Aim S.W. $1 STi Z "k. .. a '�`T � LTE C 0,*`o`� 75NECO... \ I / MR)" Sm. 51 STRM XUIL-10fl-SEACERS REWIRED LTAE-S& ---- I / CEILING A . - nwr III & Emomi comi I ,.1. . � I.--- 4 , � - PAW, FL !orn'F INSTALEATION. . Rlori'.7. , 1-4, FLUI TESTING & rif GAME, IT_ Sul. _ la"OUNT, ­ Riot' �V _ - rep, 1 20-176 �� I ^ ____ _ I "' �-i _ F' - - Me, .At, ANONO (%S1)%%i 10. .),,i 6 _ 'f� --i ii W, X=- AWi - - wniL 20-176 - 11 "I I .1 1. Atti , ,0� � ... m-P mWei Lpi ;�, ­- - PAN I- I - ow AN- DRAWN; . - I 1. - , ivvigvt < 5cw-e 3/6- i ,- .A:�14`eei 4fllee -1- .- I—- -­ N 0 1 - , "" - " - I ­1%i --- - -,E I - I A. I i -- 11"WH, 14 "o"'I"'A""', .00CIL114 --- -- -- a Does ­2�� hith ,NW "ALI CA­4;R)OIo '. Pi An�4 - , -i WONAT-ft/DAW - IT.. PC DR A, FRUIT I � � :­--, I.: � �� ������ � il� �� �!R�zt .�: wiiil �,- 7 eii A` 71i 44FW �,--���7- - . III - US-i IH� $am A AtIn #fit ii�6 , - gjq . � ..1- "I.- - Q.M(4 U I - - -- ---- --ii ---.--- ­­­ I I ­­­Mt�--J - - ­J - == 15 i I a - SHEET NO. SH 1.0, � I I --- F-i ir- I I 11 --T- --- - - ---- - --- - -- --- - - - - I -- I I I , 1, I I I 11 HII i'Ll'''Ll I 1, IN It I � . I I I ,! i, 41 1. 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L"e-I 7 -------- rr -�e- %P,SROR a Hu, . - I ,I I L f- � I . , , 21.r.I1..Hr_r - - ------- \"�'j �u - I ,4,� 11,� INGLE 1�1. ALAIM : __ I 4 m Rant 4 1 loo I . � ft, ,o, . scrHe,) "m1w 1. I'll-41 fm . DITAL1 oR,L m SU`E I. ONAH"OH) MULLJON SC14EDULE i_-,,---------w -,. ,,., IAYP`� MULIAT REOUIRIED M'" SPAN (F-11 .-DOE MULU" . I , ,,._,� 2' V, 3' � 1/8' > .,-a, To 5'-Ir 2* , 4'. 1/8' � 5'-45' To JF-icr 2' 11,1118'. ,_ . '. . I.'4' > V-10, To ir-c', . I - SPANS - ,,f FOR KSO DESIGN PRESSURE RATING _ UP TO 155Z � f � -72 0 p.11 SECIION I MU& Ir-40041,M �MACPIE ORIENTED SCALE 3/&-I. NOTL MUWDN 'I" 0 To OOTTEAA OF OPENING CAN ALSO BE 06 OR BOTTOM SO THAI IT IS OC44/Al STOPRUVRPARELS ON Top CONE AMEL OPENING W/ TUBE TOP It BOTTOM) I k __ __ __ ____ __ - _ , , __ ,��' j , . � I � V� I I - . I V_ , � I I � * , I , ,� - , , w Itatta. I /�' �:_,_ __ � jj I . (we 0� , -, - , - --. ,�r - I i 1 I I ; ,,, _� I I � m -1 ­. , - I I t,'j I I 1 lill .� I il 11 Tj__A,1_;_1i,�3+ � It � T11! I'll IT_ I' l" i -11 11 !1_1[11-�i[ i i i I I HIM! HH1 !I I I I I . I i i - � ��' I I I H 11 H I M! I 1 1 : I , I I- - -�- - �.vr__� 4 1 . , ': i I I 1! I � - , 1 1 i il " ; , I i . I I I I i I 1 � J� �i Ill I . I , . �.� � i i I I ! - I I I I I i 11 I It , , � . I 1 - - ,;_ 1 111!111 1 - IL - a 1 I I I I 111 , I 1 � Jj - I - 1, - � " , A ; r I � IC - J_ -'- It % i;� �fjrj , I �' , I7 I rl' I � ,� � . I �Tj I I T� FI T�A 2 , _1 ", JI-111,111jil �` I I 1 �1 ' �_� I I �111711 I t 1, 11 - _` ,". 4", ` 2- � ..", , J_ VINLMCH .." II , _ , I ,;� ­1 I L___J -, I 11 � SECTION Y-Y 11 SPLII 0 PAN�L_ ELEVATION SCALE 1/1'.1, M zwl I SCALE 1/011, FLORIDA BUILDING CODE INSTALLATION DETAILS FOR REGULAR EANEL_S(___1',', & ,3,U INTO EXISTING WOQD STRUCTURE5 - I . =1 0-4 1 I— - - ==i===_ . MjV1_=* IV* _­ %. - -. ;:--±=, 7 - - I �__L� 11�. ORY-1. ._.1j . -1 - � 41 -.e- - ll - I 1. - I I V! / I . - AXPFIRG - HVIRROL, " - 1, 11, .� - . 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I I JIVISTALLATION - ALTERNATIVE 3 i I RiM."r. � I I j I ;� I � � - I I '_� I ; i . , � SCALE. 1/4' - I* Ew,qm. I I . i -A � , - I - i + , /- =1 =� �w II`XI,VI 01to, -1 I I §-,t ja_ I ;� i ""..." ___4 - --." - - I � �, � � I I -11, ­_ -4 01- I / ---\ W_--j EL � 1. ,7-= I .., \ � =_ 1 -1 ___A 7 - -1 � �� � 401,'F,�F_ __ L��-. �___ __ BUILD -Our jtQu VY`,VAW` 1 "I"_%�­_ __ ­ .1 INSTAUAWN - 1. i z T ,� Z:m".r I - jw I I - if- U -9 - T::� � I , . =­`�Z_:%­ I I- - ­ __1 - I' - $CALL ,/q* I i ­. MANG ik OMR-MOINM WALL & ELQQR IWOUNTIN WALL MOURn INUALLATION - -ALTLENAMILAW INSIMAMQNS - ALTERNAVVE SW (SECTION AT TOP IS UM TIED TO +55,5-67�0 MAX, SCALE,. 1/4' - 7* WSIM"MN - ALTERNAM A-S.D. DESIGN PRESSURE PATINS) SCALE- 1/4* - I " SCALE: 1/4' - I* =;��'. - i 11 .� 0, - I -, �; I I ($-.- ____ ,_ i ,� - � �=__IL"LJ .. / ,. z-. - - . __:�_ - - - 7. i T�W�� , , _. _j_1 - - , FLOOR MOUIMNG NOTLJ� " "'Ittion"111111 UAUMON - SEQn0N I� INSTALLATIONS ARE ONLY VAUO FOR BUILDINGS WITH A.S,D DESIGN LOADS A, 714t;;�,, SCALE: 1/4' - I* ... ... " -11, UP TO 455.5, -72,0 p�IJ, AND PANEL'S LENGTH UP TO 8'-S' � . r,pNs, ,.- -,- FLORIDA BUILDING CODE (High Voicolly Hur acne Zcne)j 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Z' 11 PINE NO, 2, W1 SPECIFIC DENSITY OF 0,55 OR EOLAL S : = .xw `,111,00 INC 1p.w = : No. 4167 - z 20 GAGE GALVANIZED STEEL STORM PANEL DRAW , I - = . = *: - NOM-FQ" = " ( -.:: J, A -1 �_ �,-.-,-r-.-­-.-.-r -------- ----------\ w,-�,rma I , -_ � -,o'.. ST Of'L , - ­_ -:> / I - I __ -------- GLOBAL PROTEMON PRODUCTS, LIC. ,,.;,. ik' --;-- IL ECOits, \, - CALL, ._ 7, � O.'L 51 arm TTO mOUNTINGS CAN BE 'so v, - - � lop & 80 M ":. . - � , ?-� PRQVR� taa� GAVE, M =11-mlaaa-m? 20-176 �, COMBINED , / _.. - - -,_ � AVAR"Ve. n .1. )6-7N5. FAX IN ANY WAY TO SUIT ANY `,,,fs.k'­ -...- c-101, " Neat - - �. .. P.m _­ OIRVNV MRV,- INSTALLATION, - ". CA-_ I , ___.____,__ "`I,,,;,,4!,�.,,Lii*f,- - . I wAIRR I TLUT ... P.E n- I � I _iJ . I - ;;;T. _�. .1 I - - - - � I- MAXIMUM A.&D. DESIGN ERESURE BONO (P.S.f.) AND QQRjRESPQNQIN MAXIM11101 PANEL LENGTH "L' SCHE12ULE iUM In - Y - - -4'b A, In 6JVVVLR I A� AR - -- I - I I � - - . . � �1 M"Mum A.S.D. O'S P ". % I - M,�:,3,gmm L I 1 . . TO GLASS I j MATICH �AEO=_ I CONDITION Mu &= OF THU +55b, -7210 7,-!r OR LESS I 1 2 1/4- 1 umsoLlm I THIRD, 5 A 7 _ - �35.& -12.0 _ ,V-6' TO W�,__­_Ir -21.1- I 1 UNOXTED � I I YHw 3 * 7 I -55,0. -724 __ ­ .._,.- ,;-,-,_-,-�-tj- _ 2 1/1' I " 80'ro "11-f- AT I � _ ��'. -Re, I- ,2,_. ��_ LESS i 3 I/2- ---�--7;-.-- 1 aamu;- 1 I, - qDLTED W/ 114,V-2w, ss " & wom" a Mvew & REILERGO, v RAHEL (VAUD ONLY FOR PANCUSCO& 6JONSIALIATIONS AS PER SECTIONS I THRU 7. ON SHEETS 4 At 5) MA,(AAA, As 0. ..V.w Ameman sr.cm Pw ED, - 3 V2- - I DESM APPLICABLE TO 1 - 'T * WXIMIJ PANEL TAKON '_ cr TAP-ORP OALY-tH PANCIMATE a I -��W- E PLUS - ANY COM110010V 1 LE'ar" ­L' '"') __7 " H�� To CONORM TO CONCRETE SLOOK Ito _ To - at= RATING. (P.L) OF THEIR I � ; ' A N/A I ./A 6. 1 I R/A � -1A ". H/`V ! , (TOP) I ". _ - .- N/A __ "/A ". - I a' 8' 6, v -_ I (BOTTOM) I - - L--- -4---�- - - -1 _�__�/A ' ___ ____ I I' 1A N/A N/A E . I K/A 1 1 .� N". 2 M___� 6' - 1 %/A ./. N/A I B- � I N/A _ 5" --- I NIA . _- - 5� ___�'_- -_ .- to TTMM) I -" D O' 1 N/A N/. k/. v I Y,A O; 1 ,/7. . e I N1. 3 a - (w) 1 7'-T OR LESS OR U�� _7---�- . 61 - I 1, _ _ N/A ----,- ,/A __ 6' , . I a- , - 1"_5�__ I . . - 6* . - I &- - - s jecITCAV) � - - 6. i K/A - VA ­_ N/A I N/A - ___ -,----I __ 5 � NIA -1 _t_�,_,�__ O_ A � , (T� i - #I I S. 4/A - 0"A __�01:�_ ,f- e a - , i - i I— a. ���[ - ----- * . .... . � 4 A, I (WITTOM) ! - - _T ­N_ - ­.­_._____f_ ,;:-, - -a , '" , I I __ N/A , , �A - _ I ,- - ...=/�r 1 �/4' 1:, 1/2- 7/ . 1 & . . - 1/1�. 11 I/.. I 0 vv J­ 5 Coom"O.I f, - - - ­1 i I � SEE S4QYa LO Vo It MR ARCHORS TVIPE III SPAVEWV FOR OERALIATICKS ONO WOOD FRAME "U'Ll"' MAINUM ANCHOR SPACIROS ARE MIAMIAVA WERE OWN= Aft WICATOD ON THIS SCHEDULL FOR CO. LESS THAI, WDICATED ON SCHEDULE RUNAGE ANCHOR SPACING BY 4AADftYM MAARH On 51C.EWLE Or TIC F=WM FACTORS MR THIS OPMARIOR To BE PV"LL RIDLICED SPACING OBTAINED USHO FACIOR SHAUL NOT EVE LESS THAN MORMUM SPACING W.I.CAND V`OR EA04 W-101? TYPE AT ONCHDAS UEQEVD. ANCHOR rmE 1/11.- MVVa0`I 1/41. ., a,,,aeP 1 ,4qiiiem ED-ME , sAftl - I�Wv - � V4� - ___ ,A` - SPACHIR 01) - 3 I 3 .-ItRiU_ t- 0,L) 3 , '/2 __ ; -..* &VVVVo I,.) 1 3 � ­/2 1 FAU= - __ - - - - - L_ - - - , 7w-- -;70- __ - - _`4 1. V __7__ .1 U _____ - __ __ - 73"". __ - __- - - "I .__ - ""; FLORIDA BUILDING CODE ID. . 5/0' LIM WAS$ MASIONG W1 INSTALLATION DETAILS EOR REGULAR PANELSa & ;/4' "'V-2ftr SS. us� 0 6 1/4' 04� MR . PANEL LENCYPIS, VP TO -D* AND 6 1/4' 04. ; INTO EX15TING WQOD STRUCTURES _�_ I I I . - ''I �1 � � � q I �i FOR UENRINS UP TO 5"e t-O PAJISJUVATIE FEMALE to �R P=AXM ,1, 0 $2 2 - Td;2 THRMED - - , 1 14 , .., - I , � � I - i � I , � � � I �, ri �� 4�__ __:�� I ,� s " ��� , I � � �, , , ,�, - t�Ml,,. PERX�T&CTGI� ALL LTNGTHS UP no a' -a' Me.. i r"'. __ __ - - � 11 I I -� I �,� I -,/ -0 � ti, n.=A "'A", To beslew "m -mm 'Lit, � 1 I . 1, 4,, I i I fl I I � I i� 1, �i � 1i i 31 I . "; : L ,I! � y' ;,) I � . ,I, �, a, t 1 W, ; � , ,� Lvu. , ": ED I - -�� . ----�- I I � � ill � , r 1, 'T'T, ) - , , I � 1 I I i i woe f , . I � � __ =1____T1== , - ", I , - I T11 ___ - � 1. _U 1 1411' " ED, "I ,.1 , '01NMAGI El 0 ___ I 11, -------I- - , , - -- -1 -- - - - --tatzi F � '. � , ' ' EO� 1 007-11 I- i r- ,3 __ ­_, - . 4" I 11-1 ­ T. I i*aLKNOOO, \ I : I I I � I : I P I 1_�_1­11 �l i � I I I r_�l I I I -OAAAV i I - i � g : ( . I . I i 1 RV HI!NRA I i � I i � i I e I !9 I ! a KEOUVRED 1 - ; ,I) ; . i - P 9 I � VIDIVARVED , -4- Vow HoLDEP � REMAIN, -4- .1 � � ALTERNATIVE I W ALTERNAME I - --i-i SCALE 3/2=1' SCALE 3/8.1- T___ z � i I _ � I - --J,- --k-- � I I F] ? I � I� � , $a SCHEDULE I i � - SEE WhEOULE ON SHEET, a I 44 w SvP00Arw � �� I I I � � I " SHEET. 6 I" tme� I 1"'U"T" ITO GLI-14%, 7 1 rTgT-- ;_ - 1 i I I I 1 to G.sS_ I " , I 1 ! OX,FV, �, � " Q "I I � - - �_, 1 &__ I __4 I ID, ['1- ,I � I " I I" ", I T 10 - I I " "E� � , t � - I 5 I ,� I __ . � 7 7� - � I �1. I ED t _� - .� k____�__`_­" , -1 Eo�_ - " I - ; : I I- 118"T�_ I I - - . EO I , �,�� ------- _�4 Lii 01 , , , . _ ViNewateav, 6 m I . 0 ED , __: --' -, , - Lai__ 1i - �- 1 1 Coi� - 1_ �_ ___Xk:� " ,- r== V 1 112, Cw I - " r, m ED , I �1 , I , --- V� 1 I - � 1-1 I � I , , I I � , \ I � T __j ___ - - I Eat t,r 1 V _ - ---��­� Z._� I I / � �. I I , , 'N' - P . I : .0m Pun, � RECHARVE. I 1; I/- . W. . 5/8' LOAD &RUSS OLISIOM I , K - I � I Mcol, PNRL 1� 11 �, '' , W/ I/.. -2012' S-S. US 0 0 1/4* CC �, 1 i0l%l 4.- i ROQUIVEM AT � I ,, . I i U FOR PANEL LONG" UP TO 2V'-D` AND fi I,(.- LENCTINS UP to W-1), ". , . � � --(4) C.. , � ��=IE �id ,c I OR #14-1 RA,IELMATE 111�� 0 OR PANEURVAIE PLUS 0 12 1/2- O. M ROTH I I i !, I i ; I "�, I ,X� &URREM 3w ALTERNADVE 4W : . I J�! "/r& THREADED PDWMION AT OF OtISTMOV WOOD PLATE FTIR - I . � ..1R;=""%A. 1 2 .... "I � . - of �Am� I SCAU vs-l* SCALE 3/8-1, __ ALL LENGTHS UP TO 8'-W �_ "Ea"HIOED .1 I � i ALYAWIYE MON, DIRFCT N0UtffltjfA INUALLAIIQN a= -OUT N _L - - __ - M911INiNG INUALLMON CONRQ NS .�.a a NOTE i SHUTTER TRACKS NOT 540" FOR CLARITY AUMTYE-M �A_, ALURNATIYE 7W 0 01 SCALE 3/8-l' Haim ________ 0 v"JuVIV001M, ... Z,�j N, TJQj;P4v&, , � I. iNsTAuwi+0Ns ARE owy vAup FOR BUILDINGS WITH kS.D, DESIGN LOADS 'to . s- N ... .... �� _e`___.� e,!ie' -` pET484-- - FLORIDA BUILDING CODE (High Woo4ft MIA UP _IiSA, -72-0 PSF AND PANEL'S LENGTH UP TO 8-8- 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOVTHERN PINE XO� 2� W/ SPECIFIC DENSITY OF 0.55 OR EQUAL �.- - .. -- ; lb _� . = � wo � . - ;*= = . . = -0= Hklmlo m 20 GAGE GALVANIZED MEL STORM PANEL cone zons)i fP. OVIKY W. 9 - :� ` � 7., �-_ __.. * , sl Of . �: 1� r . ��_;�_�_, / 70ECOINC. - GLOBAL PROTEC7`1 ON PRODUCTS, LLC, - '/a/Im ,-!'0N.-,,. At aio�- , - __ 4 I / 1TLLJT _� Tm 41100 So. S, STREET Wee. PL = 'T, OUT. . TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY To SUIT ANY I " �r;pl /I ­11(";4 - 1-1 -cem".-IM V�=4011 V� *Qw'. RRD, " )A&R-7w. I." ""._vm � -.1 - I- 20-1 76 ,ft INSTALLATION. _ ,_�H, t SEAL,.sx;NoueE,,o4TE 111`1'1�01 , HH �M , T%Lfr Jr.. P.F Ll ­ � - I I - I - j __n� . (VALID ONLY FOR FLANULS111)& RINSTALLATIONS AS PER SECTIONII I THRU 10, ON SHEETS ,VL. 5 & 61 C" , C� __j � 1% MI&IMUM MOOMUM MM40M SPAC*4 FOR LD. - 3 1/7- - __ A_S,D. DESIGN - WCON U 1AP-CRIP i CILK-IN PANVJATE FEMALE ID PANV.MXTE PLUS � APPLICASUE TO SrcT,oV I & W."Um PANEL PRESSURE TO TO 1 To to - - 7 To 1 To , COWSAMT10" LENGTH V (ft') RATING To CORCIVIrT 1 CONCRETE TO CONCRETE: CONCREIT TO CoNclam I CONCRETE TO CONCRETE I WICRM TO CONCRETE I CCOLORE'TE To MOOTE � CONCRETE OF THEM ("t.) BLOCK jxm� I BLOCK - I aux. a act_ . 1 BLOCK 5. V NYA "/A I N/A I '. I AI/A I 6' . j N/A 61 1 N/A I N/A I ./A . 7 (lop) - ___:_�_ . 1� i 4. _ . I - 1, 15' i a. i 6' i R. I � I (1107t) __ a- I N/A __.�/A __ NIA __ __ _��A N/A _!�_+_ R. I NIA '. I H/A NIA __!!�t_� N/A N/A � - - 2 (TOP) - N/A "" __L _ N/A _t ___ N/A __ - '. z 4/A 2/_ ________4__-_ 1. _.____H1 1 N/A 5' N/A - N/A ____ N/A _____ __ 2 (BOTTOM) _____ "'I5,5, _72�0 '. I __j__�VJA ___ L N/A __ _ . I II/A . -:=,- & N/A i. __�A -f _ _ I N/A ___!L__ - N/A _--"----.- N/A 3 & 4 (TOP) - >7� -5- TO &'-6- OR LESS S, 4" - __!/A __ - I- _,!/_�_ , __!�� � " - f , a, - __L__L___ - !1 A __�/ _ _.-- N/A 3 (BOTTOM) ____ a' N/A N/A I N/A 5 . I 1_7L/E a' 1 N/A NIA NIA 7 (TOP) __ ___1 6' ,� ----.r-- N/A __ NIA ­ --!L,-- 6� I e I --!:- 6' - __ __ 6" 6* -,- N/A _ , I N/A _____ 4 Ot 7 (BOTTOM) ­ ___ N/A N/A 12 71/2- 1 6 1/4- � __ n 1/2- 1 0 !/A- 6 1/4- r 1/4' __ _ 6 1/4* 6 1/4' N/A � i /A 5 (TOP/aDrTom) _____ +50,0. -53.3 ________1 MIA N/A ___ 12 1/2' r - , 5 1/4, I --- I'/.-- ir-. I -/, -. -v ,- T -, -/- N/A I I N/A 6 (TOP/BD70M) >8'-B* TO li*-2' - .55.0, -72.0 +I/A 1 NIA - - - 6 1/4- 1 N/A � 6 1/4- N/A I 6 1/4- 1 I 6 1/4* 6 1/4" I 6 1/4' I IVI/A I � NIA 6 (TOP/Borrom) �8­8. 10 Iv-2- N/A 1 N/A N/A �j N/A N�A N/A N/A � 6 1/4' 1 6 1/4- 8 114' j 6 1/4* 8 9. 10 (TOP) . __ ___ - _j_!�A _ . _ - � - - .43,13, -45.0 1. 1 4- N/A 1 1 N/A N/A N/A N/A I N/A fi, 6 . I 6 1/4 . , t7l�� I I ,M, a (BOTTOM 01 R LESS __ ____ 7 1 , , 4 r N/A I N/A -, ./A N/A N/A t ! N/A a - 6' I - 6 1/4 1 - 6 1/4 9 (BOTTOM) :: '2'-'. (A LESS I__ __ N/A N/A I __ N/A ___J_ __ - N/A - - IN/A N/A _ 'I _ __ _ :�/�A NI�A 6 1/4' 6 1/4* I I ----. 6 1/4' I I 6 1/4' _(-_-_A-m) 'i� , - _ it) 1 (AffTTOL' SEE SHEETS 10, 11 AM 11 FOR ANCHORS TYPE A SPACING FOR WAAAAMONS INTO WOOD FROM SIUXOIND� MINIMUM ANCHOR $PACINQ$ AND MINORUM EDGE DISTANCE AM INDICATED ON IM SCHEDULE- FOR ED. LAOS TA14 INDICATED DH SCHEOLUE REDUCE ANCHOR SM04 By MULTIPLYING SPACING S40" ON SCHEDULE W INE FOLLot" FACMV FOR 796 OPERATION To BE POSSIVOLC REDUCED SPACING OBTAINED USING �-ACPVJR SHILL HOT BE LESS TON "MUM SPACM INDICATEEL F OIL EACH ANCHOR TYPE AT ANC`IORS LEGEND yi:s - Ile, 1/4'. 1/4'. I/A.. - 1/4*1 ANCHM TYPE --- Imaot, - IT IN'" mlammmokYe FEMALE 0 __ McNot P" ____ OVAUK-Am ____ _ soue-io - SPACING V111 �;�7;01� I A 1 3 I I I 3 1 � ,/z 1 **--- OV,) . , 3 1 1 lil Im MILI - __ , , , __J _1_2 7 m`,.A, 0;Vy !�;Z=_ , 47t ,, 'I, - . 3 In AMA m am asom - F A C y 0 A ,� ____ - __ - - - - ___ - ----! - 2 Llr - .__ �_ I 'm - I� I - - - �__-_ ] _.__.­___ __71;j� :=-- �_L_ -, .= � -6-VVVVVI a) a) I r- L Cn -Fo (3) -1-0 - -0 > = 0 - - - a) 0 -4I.- =3 'VVIO . -j,ga- L_ (L) L_ CL C 0 ,,, t (L) 0- 0 L_ 0e, " % = co ­0 01- - 92. . 9: LA ,a " - A C4 .& -,.-, W U) a) -L- r- '� -10 , IV; 1 �,4 . �, p- (D 0 -0 - 0 CO - , V; -%-j - � �:_ Ca 0 -0 -= _a �,-.!� - 21� . 0) �i w C: 0 L_ -0 0 a) . 3: 'o �,� = = 5_ q ?;: . 0) g .0 = .:K = 0 LL - �P- C w C', C 1. - .z. , �. co - co = ".......... co � ., to 1 , " ." -9 VVU) .S, - ; 30 e- = C= to �_ Z.0 (n a) L_ _&VVVVVVVV` " 0- �� 7 w 0- C: F_ = 'n Co ,2 _10-0 cl m - 0 !VVV_ = CO < 0- 0 ..0 . .............. I 01 r- I � I .1 ­-LIC .. . .f- t� FLORIDA BUILDING CODE (High Volocify HurFicons Zom * 1� NO. � : . z 44167 * a . - �_ ,LTnx, LIVE, 20 GAGE GALVANIZED STEEL STORM PANEL FP 1 . DRAN, W. , � '�' SD L �--' n � "o %.4:.--,rt,rRj --'15 �y - - - * - :*z -, � - ,_ - .. -111.1 -1-1 ­_�, __ It, - - ,.,- - - , - IT z _,�MFVO mt, - � ITILLIT GLOBAL PROTECTION PRODUCTS, I.I.C. .wp S'. 5, S,w OAV1_ n_ �I� "/u/tm DAM, - Qs " ., � I - � TESTING J, EN41HICUUNKI Xr:g.1 ___ Ve.-m- - 0. .,-I- MROWS� 04", 6%-75.81 Flo.. (-6-)Mo-M, 20-176 'Z/ 'e� " 00400 S, - � 0'al-1-1 , -PtImIrt .1 ORNARVI, w. ' 'r-,'4 ------ = ------ WN� - - 1 - - I . INSTALLA-119N DEIAIU.FOR REGULAR PANELSLI A UA INTO EXISTING WOOD STRUCTURES . I , - ­­ e I- , , ;-- �­ ," _­- � - , , si, I , ,�� �� 1� -",�,���11 � ," 1 '­_ I I �'�'j L r " lf�, , ,-- 11 PLUS 1'� i - , � 1, � - �� ,� " " " - - ", " I I , - I 1 ,� -�, 0 ON11T; , , � . , li, � t ­ - , - . _�_��r �j � � EXISTING WOOD HEADER , r-77 4�! ? , , EXISTING WOOD HLAvtL. I I � I/ � I � � "I - I 1, L, I � - 1, ,2 . q%, 11 �� ­1 i I � �L �j, � , 1, I 1, � ii I / il ­ - - '- I I L I "I I � I '1�f , !�' - I __ ­­_ - I I :, *_ � 11 Imp - � i -Iswo . va'� I � I - � I #*� - , _A16 I I , ,� I -1. A " 1A i %� ! 1. L � ,r t 1 NOVI Sw . I L I I EMERY snet, Ve I i � I 0 '/'- O.0 - - t . I/. - *111, " 2' 1, � I WOOD HEADER . L WOOD HEADER � � I . . 4, � I � REQUIRED - - . : 7... I L i - REWRED ----- 7-- 1, � W. ', L�� ; � � j I � : � I . '. L , _ 0 ,_,_ _ . , I_ - , . � 3 , ! , , - IL_ � � 1_­"`1 - � . r =I- . . I 5;lU I- �_ I :� I LL1.%i_1____ ; I I , -,!- ­­---­­-­ , I �j , �__., .111". I ;1 , - 1, 1- 11, 1, , , I - I , WOOD HEADER , 11 REQUIRED . �w� AT . I I � � �" , :1 , I . � I I I I i r� � �� no .000 L I I of � ' ' - : 1 2' , � I � � , � ;j . I ; � L . : , -, L - � . - - �- � '­ I - LL�L I E j - CE`�'/'- i'"I"PlIP-111,71f 11 CASTING WOOD HFADER I i - ----,- ____ � ' � I wAw : - � �_ NUE. i � OVOW $w . : : t a '�`_ OCL : I : � ; I � I r : ; � � (3) : � � I i � I I . . 1 SEE SOOV"E Ot, : I sIft, a - I FOR VIR� 62 � to � : I j L - _-9. ,� .-T."11"', I . � I � i SOL SCHEDULE OR - I , I I FOR, �. SEPARATOR : � i TO GLASS. I I I I I --- - Im - I i TO . I : I - i , : I : . , I . ' E : � ' i M­ PANEL Lr H ,j.,.-mM . S� : (SEE NOTE 11 i - I I I I i I - ,/.rl.x,.* 11 - I 0 fV40V 01VERLA*1 - i f �' � 1": I - I M­ PANEL LENGTH �� i 1/,,-­�- S4 -'- I (SEE NOTE 1) I I le-,mprI, I . S W/ 'le,, . , , I 1 i,s, ./ "w. . 1 3/ wtrc� wl f J�. j- 1 L - - I - - - i o�� I 9 DUY WEIVIAP I - ,L; j ( . 1. We. PAM LENGTH +, ; 1 SEE NOTE 1) � I I - -1 - -- - -, � , ; - , � I I - � J -­ ­­_­-_-_- � 1 � L___ -.---- _ " I I ­ - � - , I , _ __ I - I I . �_y­ - ' I L I - ­ ­_ __ � ,� I -1 I � ; __ -,------- __ - - I -1 i : , I � � I r- ­ I I I - L- I i . � ­ ,�; ­_ . I ! - � � � � I � : i I I I 7 . i � : , I � 56X Om 1 1 or `L' I ': 'I OF -L- I I ! AO - I � �� 1 4,� - � i , 1j. I 1 ----4 I I I � I ,� I � I : ' , I 716`� 122' ,�� if 11!�=41 1 I !, " - i � , I , _ , I �==- �, � � F, ... ft � - , � , , � - PRM . I 6. 1 � "I - - I � i . HI ,/2. 0E. , � , 11 I I I , L , I K - � 'L� I I. , L - - -1 1, - � _ - : �; __ - �" � - , , - � __1 ,---� � -- ��!�f Cc L, �, . I - - I i Ea. - , - - ___ - . t _.. L. � !!!!I, t ,� -L--4--' �: ==j== , � � - . I I i , - I I I I : Q4" WOO J`�T& �" I i­ 2*.4' WOOD PLATE I L 0 ' : [ I . - , RFOVIAED ­ I I - 11 RED � ; � 1; , : & 'I '� L- -, -- _- L - 1, 1: � L 'I- ,:" '.,, - a ; �s� .. . I I '11 ,-&M/T� - , I I I , 1/4'0 LAG SCRM 0 _ t � MID WIDTH OF KATE -, 1 : -11] . 9- O.C. STAGGEWO W/ . � � L � , . I , , , i �14 � _ ­_,_��,. � -L - � I'L , L"i L ; =I 1/2* "It. --I -, ­_ �. .- . - . � I -_ PENETRATION DIRECT W10UNTING INU ION I AT MIDIVIVITH OF PL0E I 1 � i I I " � 10 - . I ____j � - Ill I ,_ - i L ' L EEL ,_ I , I - _;� 4- I - � . 1­ I Col, I - I'll - I 'L� i I �,� ;� L -- � 11.4* WOOD � . _PWIE - -, 1 . . REQUIRED I '': L . : � . L I . I L- I I I I I I I - . I � I . I JL - ­ ". , - _'-�L .'' i - I .. I ? r I ' � or *L, ; � '" � r MAW � � i _ (J� I I , I '!�M'; .L _j I �_ L S 1/1 I f* -,r,lzvr r��LLI-1/2_c-�' I ­ 1 � , /` , ­� , .1 .",7r, � - MIN, THREAM - PENETRATION At U10mr," OF PLATE _6#AAI AMBNAIM-DA DIRECT M SCALE 3/Z-I' w G INSTALLATIM OIRECT A IV MOUNT ATE W INSTALUDON I ROM; SCALE 1/6-11 SCALE 3/8.;' 1, INSTALLATIONS VOR ALTERNATNU W 9W & IOW ONLY VALID FOR 91ALDINGS WITH �S,D, DESIGN LQAVOS UP 10 443,8. -48D P-1, AND PANECS LENGTH UP TO 12 . -4' FOR NEW WOOD FRAME CONSTRUL 21 'ITON'. WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPEC39C DENS It OF 0,55 OR EQUAL. ,,%IIIII 10401" .L% J IA ­­!�t - .. " '. - ., EN .. . . - F LORIVA BUILDING CODE (Wjh Velocity Hur Icon* Zan.) NOTE FOR COMBINATION OF SECIMNS TOP & BOTTOM MOUNTINGS CAef BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ... m - I s z ., No. * . = � .*E = * , : = 1­1 , � , ev E CC- �,_ - "o - sl , I �,- , * - 1, �0, - - PL ) RVD"'�: ip __,_� 2� - '-' ' - _/ .11""7 . N; , ` +t,S�w- '---,�. - . to= MTECOI iRI' 20 AGE GALVANIZED STEEL STORM PANEL I CTS, LLC- 0 INC 4M SVVL 51 STREFT �mLn` "Cer-He * ERM.Uft-ma compont bVw_ 'L =I. I _.. - . wt,_ - - V� .. M#O-- "TIES-750, FAX (POI)IIII-LOO? . U.", ­ ­ :i �. - 1­1 - -ODDGII� , =� I - _Tm A� TUS J,.. I.E. ; i - I __ . `!V _f - I . I . , - I - FP Oftme, W. Vn`/2*/I0n bllr� - 20-176 OVW,Nq� - smarru . m I a 4 z z w mi _____ -_ _____ QONGREIX ANCHORS ODNORETE ANCHORS, FOR CONCRETE ARCHERS: SEE SCHEDULE ON SHEET 14�__ (SEE SCRISAILE (SEE SCmL`UE ON-" -, POR Waco SCREW On *4 SHEET T5 A1,111FIRNATt ALTERNATE "--\ ��,,� " ,.I. 2. & Iw/15 1 . 1 LOCATIO), 1 AT LOCATION LATION !DETLIL-5 EOR FOR LIFE SAFE SHEET '.) \ ,_e, _e -1 8 INSTAL -,.) , K�� & ,�� / ,;;:;- 1 � I -A \ I. "ki T ,*1/4� V4� W4. .3/4 OR 4/4 2 & lw,/15 Flo- : 3- M. � (Fh AT HO EL END PANEL - - _j POVIRED co"CREM: 1�� J_ 0 1 2- ­t ­- I ­� - ��\ 5w . . . - 91_ EVER - A � - I j (D-1 . .- - I - Ill." LAG SCRE" . V 0 C. */ Ihjj_0 EXISTINQ WQOD STRUCTURES - 1-11141 -.%- � STUDS a 1­ - � - ----*-, ,_ 'C", , i.250- "\ �:= I _____�� , i i f, � I THRrAm I j= , ,� I A ,50 11=1_1. k � I I V I I I 1 1 6., -�.) i I �- =G `� \ 1 ", __ .1-1- __ I 4 - I ftwol) C"w"Fir \ 6 L ' I I tr, 11, 1 I ! 1 1 , -_ I I i I v H6& I j - - .1 WOU'RED I I I I - I I - I i I I I . . I � � � . I I I -11 i,`8- W, (CASE 13 I - .T� --.-- - . - - - , - � 1 -7 I -c " , - J I . _; I 1 i I Ill I I I y me, (CA% 0) , --- I 0 . I I ��-- -- --I 41- T �� I I L ! 1 61 I r 4 ;1; I I . I \ i : f i i j �1 L, 1 J I I I i I I ; I , I ; I " a) \, ,_�, I �74 i I I I Il I _\ I' Cn I 11 i I + I - - _-1-1-JiLl I I - __ _4__J I � ____ I rm i i - 1 1 1! . I I i pI � I � � - ti I - I Id I I . - - -] - i 111 STUDS 0 EVERY - N 1, � I � _-�, .1-1 -1 I OVERLAP 4_4-1- , I � . �Ii I �� �­ Ti I [� � � I ] - - _[1 (12 1 I I I I i . - i i I I F -I T j� r- T_ _T /2- Ox) -7 T -I I 1 - -A I � 1 T __j 1 1 1 � I ,--G 7 I �,-s - i U-1 I , - 11 I I � TO HMO PANEL I I I I i I I 1 I I a) , 1 PARE0i I I , i I I— ­ -I I . au� " I I � I I I � (�2) ! �; _� , " . \ ,� � _� ! Eat- � I - r-SEE SCHEDULE I � rsa 5.0HU 1 (Wmm PAmaj WORIOR 04EQ 1 I . I 1 1 i i � i i I : SHEET I. SHEET 14 e ! 1. t � FOR LAI SEPARATION I I � I I I \ W. SCRAFUTON I I V ! i ! I I 11 I , I I i I I (D C IO C,ASS I � I TO GLASS R --"I-- -L 1! i I - � lift I I I I i I., I , I I I i t : - I _r T I I , � , f-tt I k�ll N i i I - I t I I I \ I CO" _- - """"'a" ! 1i I , L _H__1 11 -11=1�Oc,,�� I ­ - O.C. 1 1 � __ m 1 1 _L, I I % ; - R - - i I __ I - I E-111 - -1-1 - " EDI - , _1"_"""""`I1II w IL - F - * I , I ,IV - -- Vasommam: =-I I 1 _A___i eVING WIT 0 VVEAVY A I , . I - �f_ _T I 0 1 � 1 \, � 1 i I STUD 0 12 1/2 � EV.* I w � ED C , -4v- V ! -./., I I I/, I ; I!: � � --­-­P�- I I �� i %! I I I I I I ! 1 I I �` I I I i -INTERIOR =mu El . ! \- INTERIOR PANEL \- END PANEL I ECI ,I - I - I ! , I �N 'I EE #t � SCHEM #1 ,� I 1 --�_l � i - - rl -11, _L,; - � J . - I I t I / SCHE& I., � . .- !I! axa. �� i � HIE"m i . I i �� I I I V I I ­/ - 3' - FOR W- - MR Me., a- ,,-' -3. ­ 'L � � 1 I It T/5 a ,A - -1 I 1_ I I . 1-1-1, T � (SEE 01A, tll� � , I TO ,i-,-.,-/7,r,-v, I - i i L - f__ - - - OR AMC" ANCHOR L I OR @1 ---/ -;­ 112 FEET 3* -i ADQUIVED v ll ,,a 'i il- t_t I I 1, �- , @ � � ,� (T/, �t� l e 1 #2 MR I i I =3 m I a (- %. � 11 I., - - I -111-1.11 I - - - - ' L- - .1 I OR I_AR_-CT MOUNT SPACON10 SPACING M� ANCRIOR MAI ANCHOR � I I I ­� i - F I , - 11-31 W-1 - - __ - I SPACING SPACINO I I 1 1 1 __V_5' ml­- WIT I ro, I L > 0 - ......... I '. .am tf_q&P w I ! ! I I I 1 1 QUAIL 1 -, WA QUAIL AOUNTING INISTAI TION (APPUCAM TQ SCHEMILE-Z � - _Ij� RE"a) ; , " �. - I I � L I I 1 1 1 1 k�j - - . �----__* - I. '"" - L- I r I *Ff I ' 4 1 1 9 n ,i� I _t I I I t A � 1 � I I ",*� I F _L=:::!�-_-_--,V-- 9 A END PAN � �� � I i I I (SCEr /71 1 - 0 ��, � I I AV StAia 3/ir - I. �,�% d I -1 I � i f I fl 1 77 " �' � I I , � J,/ ') i - L t � I I -+i- , . (an S 1114 smr-- 31le 4 wl.' MR, � sT LOCATION ;�2q I � �� i I (T I i . 011 I I 1 1 I I I At OVO PAWLS) INQ (R.s.f.) AND MAXIMUM A.S.D. DMON PRESSURE RATING Wad.) AND ORRESEONDW t 1 - ­ "' __ � RNATIVE I AUTERNATIVE CL I I 9 I T. 11T MAXIMUM A.S.D. Limi i ,4 '1____tI/.,.I* MACHINE , � j ", I � ' I , I I POLVROD COHCRETEJ � � I I � I . i I -1 - I') / . ./ . 'A CONCRETE 1. .� 1 11 i i I I LE AT& FOR 1 'T. ,7 'n, OC ,. � i I � Oct. 1/,4) _ I . ; I .. _ I &,/, MAXIMUM PANEL LEN9TH V. SCHEIDUL i mi;i tsi� 9LOOK � � I i..,' IL4 I 1 �i 1 I . - ORRESPON9ING MAXIMUM AN I I � _111�_ o- I - � I f I � - __ - I, INUALIATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES Z2RULDh_w9Aa_11L � 9 I i REWWD f " �, I �, 2A14, 3/4 OR 4/4 . 2 & �W/15 7j; 2 & IW/15 jaELiQmU_ON1x_x_1z,1LPbLL,1�A_ FOR LIFE SATIETY STORM ML 14- 1111111 � .... V � I , i 1 Ii L*A OV Ewl I i I I w � I I . � I 'HOOLU, I I I [ - _cVVV I - PA SEE oW " n LERe-, .... I � 11 . . . . . . �r, 1 1 : j I ALTERNATE LOCATION , I, I I - I < f i - : i IQLA - -liz.. � ) - I ;-;:� ON , 1, " I � � 1 : � I -I ON LIFE SAFETY PANEL 1- icumma-t-l---a�mu-w6u-m%w-=Nwmhg, _wmk_v_� - C.-f --I I To = i - I . 1 � i AREA W/hO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE IBELOW) , SOVAMTKIR 1 ­_ I -6-0 L-A i - - -- - i.e REGULAR PANELS W1 OR --- SAFETY PANEL - � "IL IAPCON OF 70-GRP CAUF­IR FAIVELMAIE FO.11 0 PMV% APPLKIMPLE TO �. _nk I r� I � __ LED GLISS .1 I ,__ - I a I 'OR 01- . 1� I -I jv�__! L� .- - , I I I r *.- ED! 1 0 W/O REGULAR TRACKS (SEE NOTE I - __ - DESIGN SEcnONs f a MAYVMUN P041, r � ED , ; ��� _". , , -�, e��:-� CONCRETE G,,,M,CONCV I Ear __ I I ,., - ", ! I ---- �, , - - - �, '. � � � CURICRIETE COW EYE CONCRETE _m I I - � 1-: � .*.� a = - , . SHALL BLOCK SLOCY at= BLOCK SEE SHEET 15 FOR ANCHORS M & SPACING MR flaTIKLAWNS ROD WOOD FRAME BULGING, I-- '- I - ­_­,'�"_­�, 1'1_1:.��,,­,� 'a To I to - To I I 10 � , Comaw" LENGTH ,,, (k) I - I _R, COMICRE OF THEM � __ I . � .1 I LIFE SAFETY PANEL OPENINGAS -El __ _� T i 2�, � 1 OR I . - - CWRETE AACH ." /I _< , ". , BELOW, * LAST PANEL &LP RE INSTALLED I POOmw TO I� ISE scmEwu oH I I/ - I 11 EDGE 1_1 SLAR , ALWAYS D FLATIM f_­ - niv ___ M"N" ANCHOR SPV`CMS AND MINIMUM MM INSTANCE ARE MPATED OR IHIS SCHEDULE. FOR I ! - - - I (1) 11 S-EE7 1 -) PO,,Rm CoRCRm_ �� � 11 OPTION J1 FOR LIFE SAFM TORM K PIL M E U NOENDED 6. ED LESS � OVIDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIRLIIHO SPACING I I � EQj I - I m &�Vl CO I I I � -0 W CO.O.) TO FAC PMSTOA A%NREMFI HANDLE G* N/A N/A N/A N 5* A 6' 1 h/A I AV 2 (TOP) . Iwi , -� - -- - �� - "I. REQUIRED / , s To or VITIATE a' 9- I - ,t/ i I 1� C: . __ Eaf � I PANELU & OA OF STRUCTURE 7- 9 91 I a- _000ED V �1_ __ - 1. I I __ - _�� � ", Cc, INSTALLED OR REMOVED FROM IN&DE _.ErE ANCHORS I -t­ +55,D. -72,0 -9- a. 9. '. I (BOTTOM) . - - LESS SH640I ON SCHMULE By THE FOLLOWING FACTORS� FOR THIS OPERATION 70 OE POS90LE Ism scHmme ,-A RE , AGING OBTAINED USING FACTOR VOLL NOT OF LESS THAN LINIMU4 SPACING . I . � '. I"DICATED FOR EACH ANCHOR TYPE Al'ANCHORS LECORK). � I 1, i .am PLATE I SHEET'.) I. - IF ELEVATI911 N/A N/A N/A S' I N/A 6' N/A 5" I N/A I 6, 2 (TOP) 5._W To ?,_S_ `H - I 11 11 . 0 �55D -72D - � . " ­­ - f � I I � , i RECURRED WALI, MOUUNO NUALWIM NAI INTING INSTALLATIO, SCALE 3/32--i- 9. --- - 1. i/A-o I/.-. L_ 5� g�, 1, . i I � S. 9. I 7 '12- ;r I (BOTTOM) I AMC" TVPf -?,To - _L� ..-Y117V - f - I - I' I - ,, WOOD PLATE I , � i __ � '. meemmor mamcm, - ,,,, - � � �_ i i 11 I - , ___.iI_. �� - - REQUAROD - - I/.* @ @-� * D --v - _�J_ -7/A N/A 6' 1 N/A O' N/A ! N/A I & 2 (TOP) 111 - 1"C'N ,, `M`_w FTMAU� 0 1 � � I � ) I V ; 1 2 In ' . oat� --3--t _3 � 15 -y- �� __ -1 --- � -.T;- � I � I " I— !, , , � 1� -1 _�,.z �Lll - Is-z - J� 0-� � L 1 7 __� 7 " ____\�', ... I "`GAP_­jj7 4 9. a- - - - v 1 6- 1 morrom) ___ - - - ,,�� - (� Q __ =_sflc� scm-f- vit. = r - SECTION 2 SCALC� �/B* - I' � � QN, - - , ISS, 1 Ir . A .1 �, - . I I I .. w Ammat", SPIVOfm 4K) ,I T a a I � ______J _ - m 0- NDJI��26ECL-=R"AN&.-$-,,�MR.,JNETALLAB�h- - - 11 lm,zx/ 2�,,Ae 3 � , -7 - : END PAI - -, " A;mt;k�_E.IAL - Fxmm I �� fl I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) -71 t! , � 0 (1) OR AS AIR INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN qELS)- rvl�' / . P.-S LOCATI mme - i-, L i r�, �t ' RECLIA 8V r. . " ELS ��, .-Vx/ JWD"QUNLONMQ��-mu�m-A--E&---,I-I,T--! - - - - - - � - It!*- O-C� W1 1 1/2' m LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED ADUACENT TO R PANELS IV 7-Imp... � REOLMOD � i SEE Halt ') _., - - t,�eY _ . ___ _ ; '' I _"�"__ - , ___', - � , , I ., ­ ­­ ,�� MV, lt,== - - I I *6 Q OR U) �L (w/ OR W/O REGULAR TRACKS.) - w FROM TOP OF "O ca. mm a s - �. - I 11. - __ -1 - . I � , - 1�_ " OZ * GIG OR - - � I SDI WE I (Sw a 5/0 -,* mm too a APP,1,18MLI - - - __ _ - - 1 1/2 �T%rTV,S`0`N` A" ICU MAXIMUM A. ;44�> IT 181!1 I. - I - - .,. - ��.. __ - . I 2 LIFE =.E.TOR HE CONSISTS OF 0 039' GALVANIZED STEEL STORM PANEL AS SE00N 8-8 ac'm CAVIN __ MA"MUM 'A'11r� r - L. 0 /4-­20 PVvACmATE FINALE 0 OR ALTERNA11YE WOOD FRAME CONDIDONS & " E 6PA L r - - PRESSURE M;�M CAIVA-IN ____.j&R LRY COMBINA1101 LENGTH %* (I tl� Iv,__ - . - I � - __ - - t , ­____ , ­1_14- PAINELMATE: PLUS 0 6' 0 *"I I 1�. WAVE- 3/r - I* S14EU 2 0 DRAVV 6 J�� "'VIIIIIII101 � - PER IF BE REMOVED OR INSTALLED FROM THE NSOE OF SCALE 3/32 -V I ILZI 3117' -- -_ 1IRMADED PEVETRAPON To' .� THIS PANEL ALLOWS ITSE To .!= �EOVI.I CONCRETE CONCRETE _WJ&Z� OF THEM 0" ?, N T "'n 1 j PLATE Rom SHUTTER"RIVEASNOMSIXTAPH'EfIcLmen, m __ P919RELE , , _ . __ , - - - - -- - " .49.2 -61.5 4 7/2' 4 1/2- 2 (BOTTOM) 7 . , - STRUCTURE. 1. 3. -6 OR LESS 4m'_�.­ / "�. ",4111144#44" . � - "LOWITIHON", - - - - � 'V\tEtlj�`j WALL MOUNTING INSTALLATIO % -3- IJFEC=4TkgARE0ARES TOP TRACK TO BE COMPONENT 0 At BO.,OM TRACY, TO 1% 452.8 -66,0 3' 1 '. 4 . 4 . 2 (BOTTOM) 7'-6' OR LM ,, , .. .. \ , TIQlt w%. BE 5 SHEET 2 OF THI DRAWING. 111� ,�'N' JQ17%. Uj 9 011�� - - � ; 3 1/2' 2 (BOTTOM) 7-6- OR LESS -Z ., .. 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ISO,$. -12,0 PW AND, FAMEVS UNOTH UP TO #'-a' , - - - ' \ , , 11LIECOINIC I � ItLIECO '�, � 5 SEE OETAIL-S rGR INSTALLATION INTO WOOD FRAME BUILDANGS Of, SHFX, 15. � ovkw � ______ 1 4m $�*. 51 slovil "I _._ -1- � .`c ot_ - - - - 11LIECOme N PRODUCTS, I.I.C. DIM. - - "I "'"' ALa,W1.411 *g=%O 1�110VAVOY or 045 OR EQUAL IOVI�=VCVHRG IE 5 SHEET 4 FOR MAIL APPULCABIE TO THE NECMFY FOR THE INSTALLATION OF _ aRG � a`Vv- � =11 4,14 . 1. . - tsb4)MING-7545, Fa. (054)MIR-sm . . '. . .. (".).0-1501 00C (60.)"o-my '1� %; �. � - 0 vlll� ll 4-- _W= , , I � / - "11111'1111SII�I 1'�-�* 11/1 . Z�PAKY < v 'T "I'Sn"R. A, ORRI-ERING ca HIT V.m I sm',I I D-ff� FL W31. PIPE ft. IL W/ SPECIFIC oNsTry to Et �',,6s.i ­­�� L. _­ - - ; -176 ,;vl; P- ",f,y§ &�,�� � - It. 1. ,".*-. (va,)w-75�s� to: low;Iest-on, 20-176 20 2D-176 SPACERS AT TRACKS INSTALLED ADJACFNT AND BEYOND TO STUCCO/WOOD BANDS. 01,1000 lim - CA-0006n. - - - - _t - 1-..m DRARYet, . .� 11 - I P")­_`,M,, I - , . At I tw 071-1- 1. � (Am -.1 Pe. S(AL/`SVWMPJK,1tAR .4,111I A. E - w PX_ Sm/51"tuft/unr ck-weal'o - _2t"_111_ _____,_.__ �-V,DNHR OYMRHII �. __ 5,1 n. i - I- - I - 1­1 - I - , I P f SEAL/%KRMnwjcLrE, I i GIV, ITA4 i - I - �� _j ,, ---------- 4, I, - - SHEET 1.1 cer n I I - : -­ GE - -.1 -.1 _� ,j �,," I I � - I - _­ _­ ­.­ I - I __ 'Aaft U2 * - _zl� L_ I a- . . SHEET NO. SH 1.1 ____ - ___ __ ___ __ - ___ - - ____T - I -1 i - fI I-IFF -17 -1-F-I __ I I I ! I I I I I 1 I I I, I A A 4. Ill I � I I M 11�1 L,:V, 1, I 11 I 1,1 I I I - I I r- -T-1- - - 12 - ­ : 3 MAI. 1 : MIN ___ D.M..'�!)- — -.- , __ _ - - - ------- - ___ ____ _ - --.----,-- ----- - _ - --------- ----- ---- ___. , , - ___ - �, ., __ 0 : I 0 0 0 1 0 0 i 6 . . i : --- -;; . : I ! T— ! 1 I i � __7--_--�-­-------­, . i � i : i , I ! , I 1 1� 1 i I 1 1 1 1 I ; ; 1 !i I i 1 1 1 1 � '. i . . � i � I i i � � , I . I ; I � c I I I I I I I �1 I � � � 1 1 � I I 1 1 1 1 ! I r ! � � I i � j i i i I � . I . , J ] � � � ! � i i - I - - - - ANV40RS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20) ---- -- __ - � ,. . . . � - - ­ _� W17, "/17, SA/18, 7 40/11 r No, � I r*= J;B, ,.;,50/18, f* SAIN/1% ?AW/ 9 III TIAW/20 9 III agW/20 I' MITI. .- - - - __ __ I ; � � i� I I i . I . , 1 TXR(� � �! (D ti � I Q�Ae � � 1 , I L ,�� ,� a, � : WbcXAA, ImOei FAILIL I I �� AN. :�, TO .I@' i � I � _� I RED" 11, I I I LIFE PANEL � I � I . ; I I I I � 7, �_. , , : - j,­;____,____ ­_11 I �, : ! ;, ___ , �A_ ­--1-, ­­ - __ .- __ - _, - I , � - --- -.-- --- - I � - .__ I � �­-- --- ­1 � - _T 111. - 7 " - ___ ­1 - __ ___ . v - � , I : , � �- , ! ,A-­�, I S,t� " __ - I - - !__ - - - � 0"_ ­_ --' 754A v MAY. I - 141��, 11 : I I 11 . ,:, _TL��_ I ___111_,_ - � I I I- 11 1DOLIS /= 3t'l . I - ,:- )i� � 11 PANEL LENGTH : , - W, I= , I i I � I - I CSEE ,�CHEDULE) I ',", I Ir I - I i � � , : �, � I AT � � � I � i �. : i j . 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DIM.14-14 - , �� 11 — ,,NG NIT a IVY & 14014 .- - 3A/17, Avt7, wl A. 3, mfix. 3� ;AX L01 7AW/1 OMRIOR FANS` L�'/" '""' NI I' MIN ILLAw/lIk. 9 & fAW/20 158110/4� 7OW/19 & WW/20 I' MIN - __ - - - -_ ____ -- ANCHORS (SEE SECTIONS ON SHEET$ 17, I 8. 19 & 20) - - I I - , - OPTION #2 EOR LIFE SAFETY STORM PANELC L) ELEVATION SCALE 3/ 1 6-- I - ,/.- - w .- ; F , I \1 fle, wfm_t� A!Xf VAILM UPE RATIO), ('D-@ I DOR @ 2,VW i-cl) PAR&II&I 9=j ­ 4�� 1 l­­-, � "I , R", , � . .;,,:��,Z" I - � I � � _ EMRIDR :�/"=/ m�__ L SCALE 3/16--- IT;"KiL,lww"omu*ILMR;ili*;s.igi,.44Lf�lfuLwr—" � WTT V-41 .vM§w_1 Z131 w1k:9 a L49M ;1:(qlj!i MAXJMUM A.S 0, .. PANEL I , I - 1 jM SEPARATION I PANEL DESIGN PRESSURE L (Tt .) 1 RATING (p.s.0 1 (SEE se.crl TO GLASS I CONDITION +55�0, -72.0 1 8�_8. 1 2 3/4- 1 , UN80LTED I INSTALLADON INSTALLADON DETAILS FOR OPTIQN #2 FO UFE SAFETY STORM PANEL SY$IEM INTO EXaTING WOD !jjRU9URES 1.1. __ , ,­ --- I'� . I - I , L� i�� , -7-- , 4_` , I I ':. I , - - lil ,I , " " 1 ,, " , � r , - . , `11 - , - - V24MADIN I .�, T, 111 -, _ � - - � 1, I ` 4 , 1� , , , ,�'x - �. 1. i ; , 1 I � �L__L_ . , , ; , " 11� 1 . - ", �; " "Ii7 , "I 0 10NIQ HEADER I - - , I . . -: " RTOW�vl 11 � 11 I �T ".11, I � - ; � I` , " . , 1 ,; ,�;r, - � - � -IIp­-. . ` � - ��� - �7_ I - ,. I - - I , I 1'� I I � - i i � . WOOD TEAM =1114"O"I , I , I - 1 " AEOUREO , _,� I I - I 1-1 I 1� "I � --, , - ":, I 0* O� �. TAP 014 ED __ /2 - MIN THREAD 41441�E�FA �, � ' - 77t 11" ,_ , , 1, ­ I, . 4 _1 I - � , fl%tr 0 C I/ 1 1 1 " T " MIN ED 1�11 ,,� ,,, , I ''. - I �, - � __.__,1,/A". T� 0 6- D.C. / T I 11 11 I / i�D 1/1 .jr-CADD yt/l� :­ Ii I .:F , � , , - I , HEADER it (C41 �1* WDOR , ". , I li-i I . I � I ,�! A, I .13 I "� , " U, ON - . � I / HEADER ­1 11 j, ;2i �;, , 11, I I , , I , PEI E:,. " xTo 'IETRATION WOOD .11 I i HEADIJI HEADER , � �_ 1 , � I I iij I 11 � ,, , I , v! I �� , � 1, I �,�� ,, ? I i 4 w*B6 I'll, -I I/2. ___ - � 1/4- 8544 t __ 1 . , .IE .1 . �� I 1 . , � i -I I I � -_ , I _Bw� _7 �/W` 1/4' -11 I t� I I �, i I I , , I � = 1/2 1/2* I i� I � , ie�i I L111- , I/" -1 I I I 1/4' � , � i � I I � It , - - I I I . � . W.. I I I , r 1 , 1 I W - I I I I , � I I ", , - Me. I '. ,I MIF. I ��j I y . ; � __ - �_ f, 1 I - � , � 11., I 1z r I . 1. � q, � I W�, .1 I � 11 e I I 1� L_ I , 2 . : � , I A I � J I I � - ,J I I : I 1:z 11 � � i ; - a _ ", ---A 1�1 I I � I I r � - i 4 � ui� � : ; � I , � ! � i [I (z I 4� I � , i r I 2.1. F ;.� LG�L Li- : ; , . . ,. , -I - L I cow � I t, I 1, - - , I - � I I- I- Lljlj� I : ,� cow, �1[1:r:; -_ ! . I 0. L ; I �- � : � i ! - 43 ; I i � I - � 3 i ! I � _j � G ; � - CD Lln� � � ; � . I I : � I 1, �, awNG _L `0� � 0 GLAR, , CLASS ; . I I L : - � I ; ra_�G ! I&� SU,ViA, i ZL�� _�_ I. - : � I I i � : (SEE st-� I i : PANEI LENGTH (SEE NOTE I BELOW) I - !"J'r, lei � � I ; %* M... I I ' P i V u-, I : � (M ScHullu . I PANEL LENGTH ! ON sexr, NO ! i : (SEE NOTE , BELow) I ! 'I' q- T I OWTH -1 %AAAcKA1 G _� 1. � CLASS i ! � - I I � ­ - - 11 - - _r, ! EEAINOE�LLCTOWI -- j '.W*'M" XA, IS - _­%­ GLASS -�_- LAIS -_ - ­ I : . I PANEL LENGTH I i I I , (SEE Nor I ELL OW) . � ­1 �11 ", I F` =� � N qNcrt ial I I I : i . � i � I ME .O� 1/4-40-20*1' i I - * 1 S�s 'A.S. W/ i - - I I AN �w ,C) , --- __ I - - -_ 1-11 I - - - I � - - i/I'-2O.l'_ ' . . _ _ - � : T __ __­ - '... - -, . : __ _ . - . - - ,. Si 11 S " ­ z . I I � i . i -1 7/4'# , 3/321 WING NUT t � ! ] � I -I',/-- ..... I I I'll I I I I . I �.,., I . I r, , I - ­_ 1- 1 71 ­­ I __ �,,%� -I - 1. , �, -- -1.11, i-I I I,- _-, � ­_� - . - - _1 5 " -_-,-7­­_, - -- , -_ -_ �� - I - ,,� 1. � 11 - - �� " �']"­,' .. 11 - ; ; ; � I I I � � ? -- 4- 4 � � , _� I - I i � f I � j "I I : I �,/4-0 TAPCON,I;,;,__;1_ I i � I � I i - 1 � I � - ,I , ! "' ,/, 1 ,,, � i �I I ... � � .. _1 ,.'- _:"_-,_1'_­_­1­- 1, e_ I e - ­­ I ; .,.'­T� 1 � _� -, �� 11 - --- j PENEIRXIION AT ' - - - _____11 I , - T � , - � I i . � � MIDWILDTH OF PLATT � I f � I I I I 11 I �, I I �I I i : I I I 1, I i V r- : - 11 L AT I S i I ; 1 1 I ; I i I 0 e � I- 0 ; % , . , Ea _� __ 11 [ I . ! (T * I �:: ED I - L, � 11 Flun, - I - j , rmll r I C I - U:7�- w I � � I I , I I ,�J . I - &. - . � i I L I L_j - . 6. �. , , Ea. I - ! 1 � I , 11 � t I � " ; ; ED ! I , - - � - I ,.. 1 , I !�� I cow � I - � - , I - - � - -4--­� - M*_* I �_ I - CONT - ==---(4� to '- I - I .- __ � 4*S.S� -45. W/ � ,/4-. 4-ss. u's W/ N3e , 1; ,;;e ED :I � . 1 I 1 I [ T"r. . 3/ � . � WING NUT i I , _ . 0 j;1 I I 7/8't . 3/a2' IANG 17r­­�­ - � 1 I. I -- � I � I 7 8-;:;/ 2�1 /G2 NUCTC L . 1/8,.;�/32 MNG .III WASHER 41 1 1 1 ­­"i� WASHER (BEYOND) I . i WASHER 0 ,2 I /2' O.0 - !�' � (WIOND I "T ' - A . I I TAPCON 9 C Q.C� I !�� - tk�'. _ 4 O.0 �;' _ _ _ � I I Sr=ON 0 6 W/ STUD) ��! i : I 111 ­1 � I i �, .0 _j_ _ ___44�0 , . 1 � - 1 Y4'f TAPCON 0 6 - � � I S, STACCEFIET) W/ STUD) I ! I , 1, 1/2, ". THRISAllizz I I . , PENETRATION � I � J W1 THREADED QTV I 1 - " 7 -, "I : 4 ' 1�: " 1 ,/2 THRE .AIDED , � : ;­ AT umwiolil - I OF PLATE � I_ _�,___ , -A � ___ � - I P AT T�:* UXIMITY. OF PLATE . , �,____ I- , T�M,N , N AT IMMOTH . - . �_,' _jg Of PLATE -, ] _�_ WOW PLATE PLATE - ---,--- __ ____� PLATE , I - - - � - ''Ig"NOD - � Ell'-' WOOD PLATE � - _�____ .,�Z-N_ RED a INIOUNT11mr, !NVAUKION WALL M N - - [AUAIM WALL MMUING AL'affpw INEALLABON WALL MOUNTING iNST WERNATOT-M "AM SCALE 3/8'. I" LNJ 'AR &�� 0 LIEL 1AEaLML 0 ANEL 9I LIFE JAUML2MM SCALE .8/8--t- sckx 3/5'-, " SCALE 3/8'.1" ""Inis"ANN, � 4 It,, TILL, N 11=1 A� ­*­­�-��Ilp IV, I r,ENS,& `%. ,� FUDRIDA BUILDING "Con. I INSTALLATIONS ARE OMY VAUD FOR BUILDINGS MTN A.S.D. DES" WAM 1M."', �N . CODE (High Veloc Zone), ____ !LHUr UP To 155b, -710 PSF AND PANELS LENGTH UP TO W-B' z : t4o. 4 1 1. - . -. * i A2020 MIMI om 20 GAGE GALVANIZED STEEL STORM PANEL rp 2 FOR HOW WOW FRAM COAISTRUCRVN� WOW MEMBEMS 10 BE SOUTHERN E PINE NO. 2, Wf SPECIFIC DENSITY OF 0.55 OR EOLML I i - . - . , zz = . ST ,��ZI�, --- - .. - - _:�, �, rL ;� :1� , , , , , , �� 0. F�C, DAMIN By - - I/ EC I.- I \ GLOBAL PROTECTION PRODUCTS, LLC. '��. , TILI .. � SW. 5, Intim', , , , , , �, �­. f bkk A TILU" TICS'n" A �w * t 0 cc % P,= �TNH)­ W14 ­­­= - A1"I­"Hs1 "�. (�"�97 20-176 � -) ­­ - I � -1- � ­111,414001­�E_ 5X4,'Sxi.ArL__1� _" eALTER A 11LIN J, - :�E* "M kzii Dftw� M . PIE ,q 35, 1 .. I 1 ; f I I - I - eKlm - OF 20 1 POLO" CONCRETE OR CONORM , BLOCK REQUIRED � IJ4* TAPCON ANCHORS I a 91 D.C. I I INSTALLATION DETAIU Egg M ON 42 FOR IFE SAFETY 9M � EANEL SnTEM Iff-Q EXISTING POURED CONCIREJE 99 !�ONCREIE &091� �U� __. � i/4" TAPCON ANCHORS , _ I A' TAPCON ANCHORS ___,�r4.'.TAPCON ANC44ORS 9 0* D�C 4 - j,' 9 01C. 9 it' OC T 1/4 L'.. L POURED CONIC"Ll L 11�� , , 09 T401ROM . 11�� BLOCK RE V6, . I , , , ,E :-- - � ... � , I .... I � `� I/.- Ma.. r - --, ; 1 1� I - F� DA �-. . .,� '� -1 ____ , %IF � 1 I - �,V �,,". I I - -- 1, - � - I I � IT, � . ��.�, , it _( IT, 1 -- � To - G I , � i� I- - �F ;� �j mt� I r� d 9 �1 i I'! , - A -.19 d 9 f w I i < I I I I � I : � � I A if I � I I § 9 . u ; , � �,, I ;�, It a' ?I t, :1 I d s I v-,*­;.A$ . - - I . � � . ?_ W�� - f �_ - - !, _T I I ____I . , - - � �" - , - I ,- - - : � , I I I . I I ... �I, 11 , '' !_ 3, I EO. '-.1I 1 - I .-, . ��rj I - t 1 I,YS'o . 4/32" WIN% NUT - -t WASHER 0 12 1/2" CLC, I � � � i�� TAPOON ANCHOR7 I/2' D.C. (STAGGERED, W/ STUD) I . -POURIED CONCRETE OR CONCRETE BLOCK REOUREET WALL MOUNTING INSTALLATION SE00N 3A 0 REGULAR PAN SCALE 3/8'-I" 777777: � i , I ED- ., � ka,' : I I - '� . - qg * : � ""' �L*j I "' 4z - I I " - _i___ : - � I ",'I � , - � \, ,YrO . 3/32� WN, tl. NUT WASHER (FIE"al _. _ If _ _6 �j4" 1APOON ANCHORS I A 112, D.C. . (STAGGERED W/ STUD) ITAIRED CONCRETE OR CONCRETE BLOCK REOULNED NIIALLATIQN SECTION 38 0 LIFE SAFETY PAM SCALE 3/8'.1, ISEE SHEET 1. * 20 FOR ANCHORS 'ME' A, AACHOR "M - � ve. � 91,100 101 INSTALLATIONS INTO WOOD - K,N0KLR 0AICNO DA4 I FRAME SULDING, MINIMUM ANCHOR SPAC04S AND -IMIiM 1 rom DISTANCE Me M,r,Tm oil THIS *_- j`­* IVI) ) SCHEDULE FOR Le LESS INDICATED . SCHEOUILE REDUCE AAKPLOR SPACM BY MULTIPILWIC SPACING SHO" ON SCHMUF wo-I 10.�e­so � AMAIL EA am Doom - FAVIOM LIT THE FOLLOW" FACTORS FOR THS OPERATION TO BE POZIOLL REDUCED - "I - - !"p . - _ __ __ . � _____ - . - ___- '. . - PAC04 OnNMED USINC FACTOR Swu HOT BE THAN MIN.- SPPCWr. INDICATED TOR O" AKH(3A TYPE ON THIS SCHEDULE 2 112* '- -- -- ' I I r ­ - _111--­ I _.- - 1 3 Vr I - _j POURED C,?NCRETE � ­ ,'�-'� 7 -1 " "' "T POURED CONCRETE : � ON CONGA ETC BLOCK REQUIRED I �_ , �., 09 CONCRETE "I .:� , " BLOCK FREOIXERE0 1- I I I --- `�:; --- C_ , , F_E__ I - � 11 I I/.. 7 : - �� f � ::� � ` 11 Z, /4, 1 F6. , "" 1-4" - * `�11 I ,�. , I � . I i � I ED. ... 11.1 1 11 �� I I., - ,.' I I _!KIxJ___ - - --- 1 � ,�,,,,�,,'. .,�:IA �<, � , "' , : ! cp � z � . . . ' - I '. �. - _ _ � � -_, L �',' _ _ , _ , _ , , � , � � � � _ , - �_ _ "I I � �_"�-"I,__�L,�',", _j,� � , �j"_ , � � � , � , � , _ , � , _ , _ , , - I _ ! i , � , � , 41 I I : i � 4, 1 I I QN, I ; , : ! ( 1-11 � i I I � I I " l I , � , , '. � (3 !­_ V� - � ; z - ,g= T� x I r _:�_ � i : i 11�� - I r : � I . I i ur� I i �E 0 0 , , � : 0 I ; ; ! 1 � 1 I, r ,,vPj � �', ! , 171T 'r �� I I Z 0 I 1� I I I 1 I I A� " i - � e . ! � : � Izg . , 11� � : ��,,' ; A I : � �� - � 4 ; 1 , . 11 , � . , 1 , . ! 6' 14 � . � I z ; g .g­�,-;,,;,-1 14 , ,.* U14 ; -1 - i N; : ; i "'n"' c I . i I 1 I � i! I " . I - --_ -_ 1.� I � ___ . 11 ,/- I I I ; ! lu. I F1.114T I q 1 1 : � I I 1 t. I I = ; , �' i-,"VI . ;"�, � ,� I � �/ "', I � -a . :t'T_'�,'� �",�_ . , . I ; � ! - - " tI - I EID.. � -, ?, I I � I . � E.D.- _.. � ,: ,� I � � � e�ll " t - �r- 1 - !j� �.j j , -, - � - , I �11 __,� 1 , I I , ., � -_ _1________i 12 ____ � F. - W N �/48�V/32el NUT S W/ WAS401 , IlI�E i - I "I � - 4'0 2tj4*S.S, 1A,S. Arl _ ya.";�/ 11040 NUT WASHER / i i � le 12 1/2, OX , 11 I � �,� I � I � : I (snvo) � : ! .__�/4* TAFICON ANCHORS * IN. OC f . ! 1 _�44* TAPCON ! CHORS : a 1 4 1/2. O.0 I - . . POURED CONCRETE OR 00CRETE BLOCK _1?OURED CONCRETE OR CONCRETE at" REQUIRED WALL MOUNTING INSTALLATION SECTION 4A WALL REOLARED MOUNTING INSTALLATION 2 REGULAR PANEL SCALE 3/8'-,' -411 9 WEES-SMEE ANEL n2 SCALE 3/8'- I' MLALLAIION QET-AIL5 FOR OPTION #2 FOR LIFE SAFETY 5TORM PANEL SY�TEM INTO EXISTING WOOD STRUCTURES I — , � , � � , 7­ ­ '1­ -­ -, ­ �, ,=_171­717 I I I I 11� , � , . - :"�, "I _.� � " "' 1� � 'i­ , I I "I - " ,:� — 1� id "I - 1�<' �:� I-` - ll�', 11 - -11 ;I 4,1 ___ - ,�`,.�� 'L !� 111� - 1, I", ;� � -1 Afl - ___I/4 . 0 TARCON 0 6' O.C� ' ' -- � � , 1/4'0 TAIACON 0 O' O.C� ,,, I I . I ' I . � � 11 ,'- - ____ WIT 1/2- MIN. THREAJHD I - PENETRATION AT WOOD , I � � �' W/I 1/2- MTN� THRMED -,,,7 1 ,'r" " i4 I , X, I I �I � PENETRATOW III WOW " � " i;), ;� I � !, I � I HEA � � HEADER � A I - - , i 11 � : � 1 1 , - � ; , 1 � - I , 1 - I I �,, , - t -1 t -0 M*& ,-, = 1, - -4w� . �:11 : I � F ;%" 3,12' I/2 4 ,/A- 1 __ 1/4- 1 , , � , . -_ I - M." I �_Ap!-, ______ , 1 T I WOOD HEADER .� ; � i. 1 � : , I I WOOD ­1 I I � 2.-, I j � -.--- I , ] Lr t REOURCO ____ - - � mi. .� - I , ... I �[ I REWRED � �" '1' - .1 r ; , P " I . , ,� � � . (-Z 1'� I 1, I 'i� , I I' , , , , (2) I . _t__ I 1 . �! . CONI. � - � . 'j ; I � Cow� -A - L= , I I � 2 -- ­ . I F71-- 1, Lj I � I : � 1 -1 , - . U i I : � i : : - 0 i ; I �. %E`MNMXV, I I i I I i I To G&M : . � r- DLa ssa,F�M,u : , I I � . . i i � I EXISTING ON SHM Is) . � I - `iFPART"QN i , G1_.,ES7 ! i M MASS I 1, ue�, . i , , F­ � PANEL LENGTH I , I - �� � _,�',- I P.;�Ll � Ism sofiau - - I , =--- "cl- . - - , = 'I � I ON sHw 'a) q (SEE NOTE I BELOW) I/4'Il­2NI- ' I F. � (SEE NOTE I SUM) i�� I ! sS. ws. w/ - , , 11 ­ -_ � I _115 11 - ­ I I 1 I ! � [ ­7 I . � , , 111- - ". , ,,, - � i. � :.-- __-, ""i, , I � -I 4;1N,uT�I/S1`, , , __ : � - - ­ -_ , � , �, , I _""_,__,_ ", 1- ­ __ ".- I � i- I I - , � , � , f ; I I I � � � : I : ; 1 4 4 t, 1 � - I I � -1 � , . I .1 I : i5 i : � I I I - I I I 1­1­ � - % I �t ,_ , -­ _­ ---- --- - I I I �11__ - I � i : ; I I � I_ .(T 1 � - CD I - i � I � I ; --I - I , , I -j--j;:k-7-j T-­,_ � : . : i I Lr-, 1� � " L____i1 , j I I . I I - I 7 - I j L - 11 � .. - �;i I Ea. � I - I , �­ t ,�- _ - - - - a FI'L .1 I :_: � �� ' � - - �� IF FA4 �j `I� . I - - - - L E6 , , ", � Ea- , I - - � F � - � : - - It L - I � � I I ____ I _________`i - �� 1__ I - I I I I 7 : - I I I , , I I I o 4 I D PLATE . % I 7/6'0 . 3/32' WING NUT I � :� . 2"�4' WOO 11 I �' WASHER 0 6 I/4* O.C. 2*.4* WOOD PLA� , I I 1 7/8*9 , 3f32" WING NUT REQUIRED "I . - - : . REQUIRED � ­ � il � , WASHER 9 (BEYOND) � 1 4 . i I 1, 1 , ; .i. ::, I I 1 114-10 PANELMATE PI � � ; - - ; . . ' I" I � , ill-10 PANELMATE PLUS - I I I 0 6 i/4- O.C� 1, 41:, - 7 1 ? I?"' -_ � - ­ ­-- - I i I a ' It 0 G 1/4' OC. W"B' ,, ­ : � , Wk. IHRLADED XE7�`XSTION �� M; , : � ��� �, I I � 11 N ' THREADED P PON I � -, I AT MIDWOTH Of PLATE 1� I � � AT MIDWIDTH OF PLATE � I � - - ­'11, I __'11,111,11- ..1-1 I �_11 ." f � ­ --- -- - � _'J___ WALL MQUbMNG I SIA1 A N a" MID lob[ ? ! "0040HINI" Mw PANEL I �A,'5� �, TQ7' , ;��, w , - �, - - *_ , " - — , SCALE 3/e�_ I' , �y� ' �� - .0'. f,*,,.., ,�NrjkSe '%, --- SCALE 3/0*�I' , FLORIDA BUILDING CODE (High Velocity hur come . - I _1__._________1_ Zone) � I . '*--- � F-P � = : 14o 44167 . Z eim I'Lizza. W_ 20 GAGE GALVANIZED STEEL STORM PAWL . :*� �_- DROW ln� I, LNs7ALIATxTus AAE� ONLY VAUD FOR alllLONOS WITH ASA) DESIGN LOADS = * .1 , * UP 0 PV AND PANEL'S LENGTH UP 10 8'- ' 7 * , __ __1 __� . "Alne" " ' z _% sTE - � ­­ CTION PROI)UCM tm , A Z FOR NEW WOOD FRANC CONSTRUCTION: *001) MEMBERS 10 BE SOUTHERN ." � �'3 ., � GLOBAL PROTE &kV- e:," .. IR -2-el 11LIECOm A900 tw. 51 SIRES - - PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I .,. 03.. - - TTULm ww� M" ". . . 20-176 f _____ - �, . � ._Nw,� vL__ NO-. L_)-"_1sQL1 1w OnAx"-sm �'­ ..", - ,.:!t__:Ve*__I_ � , II 12% . C.-am7la DRAMNO ft� ,;,., AI ... 100, tor,�jsKAAm,KEAMTE na� nUffl A,., PAL I --I -� I - I W9 4 !-I I 127 � I - M Ora I I -1 �_ C" = 0 , _= - w G 7� :� -3 i;;_ - .. rz -1 =- 2n, — , — ,4 = ;;; C.-D CeD --I -0 cm IN5JAL i DETAILS FOR !2PTION #2 FOR..UEE 5AEM MRM PANEL SME . � = L1_ INIQ EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES C:31 .!2 cc C= V) -0 C14 I/ - 4' WCON ANCHORS ANC40RS _j (A CL) C= .4c - r4l 6 9* D.0 ,1,�4'.7APICON 0 P OC - C3 % � -DIM CONCRETE , , an CONCRETE BLOCK I _� 7 � - 11 - - POU . . OR 0 TIM - , � =10 BLOCK- � �� .B - - 9; F_ -!� - REQUIRED A , - 7 � - REOLARED A I- F-C I - - �w C, -C w :t F - 1. " r I 1/4 up-- __ I- I . I �� -, - I I __ I -�_- -- � , --== I --""A- - -- u 1= - 2- 3 � � A ::�, ED. ­ �� I I � I I I I E.6e - , , 1� ! , ` cc co C 0. � .. I 11 ... . �� I , . I = . - 5: 1 __ � _, " - _ ; I I I : %� _:1 i I � i � �L . � �,-�,-��1111 � : ; I .!= CLI 4 =;', CZ :. I I � i ! i i 'n 1 , _ _ 17 1 ,., ; : � _a � i ; j i_­. � ­3 = 1 F_ lim,,, - � - 1z I-- Z= � 2 - ; - i a i leell, 141 ! 4 I LiNam IF) � I I 1 0w 1 41 1 : � I i i � 1 1 6 � I � i � � ; I.- - , - !, .",; , : 41 I - 11" I 11 �, u . � � I � 9 � : � � I � I ; : � ! I I i � I I "r, . �4 �. �- ",:,-,---,' � , !" _� , 1, I , I r , : - -Q, � �� . � � , F D.- I- ; � �1'11 � i I 1.1, I - L "als"M 3 :' � ,,, , ,,,,, Lw _�_,__ - - -- ------- j � _:_,_ J�-10*0 PAWLMATE PWS W1 : 'A � 3/32' WN* NOT *ASHDR i 0 5 1/4- DG, POURED CONCRETE OR CONCRETE BLOCK REGUIRED - - SULLAIM 0 REQULAR PANEL SCALE J/d'-I" SEE SHEET TO It 20 MR A4CHDRS "I It ACH" WK I Ile. �w- W - I/A-. - - A� N9 SPAONG FOR INSTALLATION5 INTO WOW - *NcHoa TA*cAa D') 3 1 fit" BULUX14c WNIMW "MDR VACIIISS AM = EDCE DISTANCE ARE IMNCkr,D 01 *___ �=�(�) - 3 %kmu MR iLDL Less nmls AR,"LED ON � tiCNEOMLE REDUCE MuLTINLYNG SPACM S,"w ON ScHm" Me -1 O"i ----I- 3 - � I/' Mw M um =OHM Fx= BY THE FOLLOIANG FACTWLS. FQ41HTS OPERATION To K Posliml" KEoLX=M - 1-1 - __ I ,/2-.- ­ _­___1.. __ js - -I----,--- � SP.014c WALKED LUM fALTOP _-,HN-1 NOT K I= IN-- Mft4UM SOACINO IND"11c M EACH ANCHN, TYPE ON 7" SCKMLE I '/�- - I ­ - _ , - , __ r , -­," " - ,-- __ I - I � ,w- , - - -- �1 I - __ ,� , i " - L_ I � In. - - I ; � __ I : , I ; e � - ­­_ I I - , ,.-.�MI:-iLi,-,-_ - ./ 1, r V� - E.v ovo 4- I ; I U �__,_', _ - � , � � 9 V1 � � ­ -- � � � ; I---- I � d -":,--,; - - ___ r �, - ,l. 4 PLUS �, - - ,--,- I - , - __;i;� . 3J32' "C NUT WASHER f9EYOND) - -POURED CONCRETE OR COWALIC STOCK RECLINED WALL MOUNIltIrA INSTALLADION SECTION So 0 LIFE SAFETY PANEL SCALE 1/6'.1" �,,;W.,.,.- I * , �ij�7�.� . :: No, 44167 ". I *: * :* - I -_ I 4T - �.Ifco. - * : , _� I. 11� �, - -. STATE ` Q�f �� I - ___� I �Ai,,'­ Ft — �1111_,Z`, I I O R 19_�W_ - 1> .Ii.. , __01 T-r— / IL ECO.., top I- �­ �,* 11(lowl0`4 � 710 / nuo TiLSTING a rRow"ollum ca- - ��.Pt,_,_=, -11 I.E SEALISIONATTIRE/O.YL _111�t_l!M", - RIDA BUILDING CODE (High Velocity - Hur cone Zon 20 GAGE GALVANIZED STEEL STORM PANEL 11, DIMON 97126/=" . OBAL PROTECTION PRODUCTS, LLC. LATE .QtrL,6I STREET MI. PHONE, t*H)MFT­7e-A, ru� (500NIM-11n) 20-176 �, _­ I - � __ I - , .w � : I C-Z HANG STORM PANEL SHOWN ON INKS PRODUCT EVALUATION DOCUMENT fP1.0.) HAS BEEN VERIFIED FOR COMPU04CE IN EIA) MINIMUM EMBEDMENT OF TAPCON AW-40RS AND PANELUATE FEMALE TO & PANELMATE PLUS INTO CONCRETE I ACCORDANCE WITH FILE 2020 (701 EDTRON) OF IRE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- DESIC WIND LOADS SHALL ME RE-, EIRMINED AS PER 55C74ON 1520 OF THE ABOVE MENTONED COD 87) MINIMUM EMBEDMENT OF 114-0 X 7/8' CALK -IN ANCHORS SHALL HE IS 7/8' INTO CONCRM FOR A WIND SPEED AS REQUIRIED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSILAL% A00 NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERNITYCE, ITOR A OIRECTIONALRY FACTOR ATJ�OZ5. USING ASCE 7-1 6 AND SKkU #401 EXCEED THE M4XIMLIA W5,11) 1/4' O-RO % SLDIEWAU( BOLTS USED SHALL BE LONG ENCTURN(SHOULD ANY FINISH MATCHIAL EXIST) To DESIGN PRESSURE RATINGS INDICATED ON SHIECTS 2� & 26, IDNGA� Z/41 Iwo ANCHORS. IN ORDER TO VERITY T14E APOVE CDARITION, ULTIMATE DESIGN WtND LOAD, DETERMINED PER ASCt 7-16 SHALL BE FIRST REDUCED To A�S.D� DES" WIND LOADS By MULLMPLYWO THEM BY 0.6 IN OR_�&R TO ET3) IN CASE 114AT PRECAST STONE, OR PRECAST CONCRETE PANELS K FOUND ON THE EXPSING WALL, TO COMPARE THESE W1 MAN. (A,S,O) DESIGN PRIMURE RATINGS INDIWED ON SHEEIS 25 & 26. ANCHORS 144ALL BE LONG MUG14 TO REACH THE MOAN STRUCrURt BEHIND SUCH PANELS. ANCRORACE SHALL ME AS MIERPONED IN 3.1) AND IN 9.2). IN ORDER TO VERIFY IPAI COMPONENTS AND ANCHORS ON THIS P.E.0- AS TIE�-ITED WERE NOT, OVER SMESSED, A 33% INCREASE IN ALiMAKE STRESS FOR WIND LOAD'S WAR BP-T USED IN THEM ANALYSIS FASTENERS SPACING To VICTOR HAS BEEN DETERMINED IN ACCORDANCE WITH N.O.S, 7015- (C) ANCH HIS SHALL BE IN67ALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL 'S ADEGUACY FOR IMPACT AND FATIGUE RESISTANCE HAS PEEN VERIFIED IN ACCORDANCE WITH SECTION 1526 Or MARUFAC7iURER. - I THE ABOVE MENTIONED CODE AS PER "tNESTRATION TESTING LABORATORY. INC. REPORT I 2032- AS PROTOCOLS TAS-201, 11 R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDW-Z OF THE STRUCTURE WHERE SHUTTER IAS-202 AND YAS-703r IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUFTER SHALIL ONLY BE ATTACHED To CONCRETE. BLOCK �� 114TS SYSTEM HAS SUN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING IHE OPENING FROM THE OR WOOD FRAME BUILDINGS ;NSIDE W/O THE USE OF A LADDER OR LIFT -,MIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12 THE INSTALLATION CONMACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGFS WHICH REMAIN IN CONTINUOLfS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULX AND SEAL SHUTTER TRACKS AL. AROUND FULL 3. SERIES IDOO INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN WSTAILATION IS REQUIRED IQ BE LENGTH. PERrORMLED FROM THt INSTOL Or STRUCTUFT 11 STORM PA14EL INSIALIAMON SHALL COMPLY WITH SPEC$ INDICATED IN THIS MINING PLUS ANY B0119I AND IGNING 4. SERIES 2000 INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORUORTAt SLUM STYLE WiNTOWS WHCN REGULATIONS PROVIDED Vrf 7HE JURISDICTICLIN WHERE PERMIT IS APPLIED TO, INSTALLATION IS REQUIRED TO W PERFORMED FROM THE INSIDE OF STRUCTURE. t4 ATRIUM WINDOWS AND ODORS, INC. E - Z RANG STORM PANEL SYSTENI- IS PAIIENIT PPROW 5. ALL ALUMINUM EXTRUSIONS -TO FIE 60153-TS ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCOMENT (RE.D.) PREPARED BY THIVS ENGINEER C- MQVC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJIECI`� ;.. WHERE THE SITE CONDITIONS DEVIATE FROM THE P,E!�D 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE JiG5-HjA ALUOY� ib) CONTRACTOR ,TO ME RESPONSMLE FOR THE SLILCCTLOIN, PURCHASE AND INSTALiA-poN INCLUDING LIFE SAFETY OF 7, All STEEI SHEET METAL PANELS SHALL -AVE STRUCTLIRAIL QUAUTY STEEL. ASTU A-653 GRAO!L 50 MOT,, CAL"QED MEA, THIS PRODUCT ,BASED ON IRS PE.Q� PROVIDED HC/SHIE DOE5 Nor DEVIATE FROM THE CONDITIONS DEIAJLED ON OFS040104 WIFy- SSLS k.f (AMR ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY 4' SITE IS THE OCINTRACTOP'S REEIAT"NKUTY� & A3,1- SCREWS TO BE STAINLESS STEEL 304 OR 316 AIT, SERIFS OR CORROSION RESIS,ANT COATED CAJOBON STEEL AS PER DIN (t) THIS PRODUCT EVALUATION DOCUMENT WILL ELE CONSIDEFLED LNVAIJO IF M.00HIED, 500 1 8 W/ 50 k.� YEID STRENGTH AND 90 W, TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA EIUILV44G CODE SECTION 2411-3.3,4 (d) SITE SPECIFIC PR09CTS SHALL BE PREPARED BY A FLORIDA REGSIFRED ENGINEER OR AHCHItECT WHICH *LL 9- BOLTS TO BE AS7A1 A -UT QkVANIZED 3TEFL� OR AS 304 SERIES STAINLESS STEEL, WITH 36 km MINIMUM YIELD MERV" BECOME THE ;!tT!ERG���) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE 'OR THE PROPER U 17 OF TH ACTING AS A DELEGATED ONGINECR TO THE P-CD ENGINEER, SHALL 10 ANCHORS TO WALL SHALL BE AS FOILLOWS.' SUBMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) j0_QqMW_PQj&j.D_CPKBM (6) THIS P LD. S4&_1 WAR THE DATE AND ORIGINA-_ SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY LTW BVrLDEX. INC. (Mlk t'­3122 ,­,.) RECORD THAT PREPARED IT - 1/4- 0 X 7/$- CALK -IN ANCHOBS, AS MANUFACTURED BY DEWALT INC. (MIN. t'­3DD0 ,Ls.1.) _ ;14- to PANEL RED C FST C I -ON IS le STORM PANEL MANUFACTURER'S LABa SHAU BE LOCATED ON A READILY V15191.1, LOCATION AT STORM PANEL IN FEMALE lo & PANELMATIF PLUS ANCHORS. AS MANUFACTU BY EL,r OON_ RU,T PRODUC -MATE , ACCORDANCE WN SECTION 1709.9,3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACEID FOR EVERY OPENING, Q,.-3350 P.. I) LABELING TO COMPt y WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COM ki) MINIMUM EMBEDMENT OF TAPCOh ANCHORS INIG POURED CONCRETE SHALL ELF 1 3,14' AND 2" FOR PANELMATE FEMALE 10 & PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4"O X 7/8' t&K-LN ANC14ORS SHALL BE IS 7/8' INTO CONCUTE- NO EMBEDMENT INTO A14Y FINISH MATERIAL SHALL BE PERMITTED 114 . 0-20 SS SIDEWALK BOLTS USED SKkLL BE LONG ENDUGM(SHOU.D ANY FIMSH M&nRIAL EXIST) TO ENGAGE '/A - INTO ANCHORS. WHIONULAq, 0,�Oc� �_ �i4"'*O%s, A.3) IN CASE THAI PRECAST STRW_ PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON �HE EXISM NG WALL OR , FLOOR, ANCHORS S�I ME LONG ENOUGH TO MI 114E MAIN STRUCTURE MENIND SUCH PANELS. SHALL #­.,CI�2-- *N, ANCHORAGE BE AS MENDIMED IN Ali AND IN A,2)� j .�* v s", - .1 '' 1� r. = : W 44167 ,� I = *. (9) 10_,EKI�'�T�CQNCftETE_NUQLY,_ �A, *: = � = � v ,* * i - 1/4� 0 TAPOON ANCHORS AS MANUFACTURED MY t,T,W, BUILD7.x. INC I - - - - - - � z FLORIDA RUILOMIG CODE (High Velocity Hur cone Zone), �/4 0 X 7/8' CALK-114 ANCHORS, AS MANUFACTURED BY DEWALT INC (V-1500 pRI) s -�g ------- r,- AM. � I ­ � - � I 11 , - A .202`0 `XQo*1 ` , , - # 4-10 PANELMWE FEMALr to AND PANFLMATr PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION � . 11 20 GAGE GILLVANIZED STEEL STORM PANEL .'IL. ­. , _�11�� �R PRODUC75 (I'M-2071 R9.1 I __ "Re-N-11 ,1 _ fj,A I GIL PROTECT10N PRODUCTS, LLC. o'/1.ft1M= . - It " 11LIECO..."\ 401 _��' 40�' . — ,I "N"I"t, !A I 11 SW StRO51 .. I/ �. — 'L - _40aErm. cc~ el�_ IL I'll, A -A � ul. PIvw_ vo-Keft-71,14 pal "T... 20-176 - . Fee --I- A� - - OR.N0a .. I P,TL SrALP,P;HAT,eE,,ox� I,A__II9 -.1 - I __ vitALTLA A. - - - .Le ,. P. ±±::-- �-- =-, --- 0�m �. , -- I I -+.- a) 0) = cn -0 a) -�ffi > 2 a) = -­ -6-0 0 =3 -o " = 0') It -4.- 0 -0 (D — a- (n . a) ! -__ C a) -0 0 070-0 -= = 0 C " C:)- _2 = 0 a) 3: M = 0 i;z UL .,,_ — M . - .Cn a) cn L_ _11-0 L_ 0- C_ �- CU _0 'R .C= Co -.I..- C0 C:L < 0! 4 z z w mi 11 ______,__,_,_____, I— - SERIES 2000 & 1000 E-Z HANG 3./ "011: X EII (SCALE 1/2-1 -) #14;��.S 1'/24 00, 24 It, 4' ( W/ OR WA & CZ) tBEE NOTE 2 00,010) 3- . 2'/24 111� 1 */24 1111 (= NOTE j wtowl, IN51AUAIION DETAILS FOR SERIES 2000 AND 10QO E-Z HANG STORM COMPONENTS EQR —1 /."t T 10" CONCRETE _vHoft St. EANEL f,'Ij IN10- POURED CONCR 0 e-, ,-a-- - SCHEOULSE'r Y� I' M;`,, On"CIRTE ANCHORS T INV- /1(9 r M. I S=WOR WOOD SCRve- - ____ tsm O', SHEET _� I. AH,, - "A' SHEIT 28 Me� , 15 i I I - ___ - ___ __ - - - - __ 259" __ 7 — � , I I If � o"MAI'm � � I z=!?_______�_ " -9" - 15, 196. (TOTAL WIDTH) - _- ­ L--- - - , - - ­ . ­ - - _- L -_ - ­_ 2.250' 2.591"- 1 1 - � ,= s MIS, 4 (ALE ILo,mINLt "--\,� �: " - -� � , I - �, -f � \,In-, � - - ­ 1�1_1 __ - - - A - - I �-,,i I - 01 - , .1 I . . I � I— " r . ,4'- 1 . ;dl no w t4u, .) -, - ,-" .. , = — I .. - , � I i I , � I — __ 2,_ - /-9-1 Se. i - . - =) - - - --- -- - ­- -a 1/4. __ . 1 L _,_� -1 - � I ------- \ :� : - ! .j ! 1 ��! � 1 i ; . _­ - -­� _\ - ; I -�-2_250'—j , L I , I . i I I i � � � - -, iZ�4M,*, - --- --'-'-- -L----- 1 12.500' (EFFECTIVE WIDTH)-- -- -- L I - - - - __� I 1B., OF J, - , -----C4j - =T� � A� " - U) -4--i I I ,-- , , F_-=:�� I � i I � 0,__ s=_:7___\ . .= . .,,�,�' 1 1 ! ; - 1/2� - T r�� I I? V2* 1_0 - ��­ �, -, 40 - � - I I H - , � . &,.,-- I ! .? ! 1 - I J I . . t . t . 1 1 0 I I [,.,I 1 1 M i iij ! 1 * � I i I : - - I � � I . , - . I ,�,e _ '3� - I I I d, I I i I ii I � 1� i i �L, i % " a) - _�W__ �Arw F - -1 .el __ �1 1 III I I I � i .�� 9 �� "Leec � -1 - 1.350 - i I 1 1 I I ! � I I 1 � I � ; - � � 1. .� � , I I I il I i I I 1 ! I I - I " , 1 I 1 I " �",,-`-L - - I I I L , "­ , L , A , - I : _'M 1 � I I ! ! � i I � I 1 1 l [ 1 i - �,� -L-Xna u , . �, � L ­ ,�,.Ill"L� - - __ j I : _�� --- 4 - . _ - - - "'.. , - . I . ` I I Ir I - L - a) _. . ,- ; - / , . . � 2 L'----L-' ., I I - - � i U � . , I " _rF I a m.�� 2 - . � I . � . t U-2 .ala,) - T,joo --­L-,��L / I >., � - - . ;Lsw - � Tyl. 1 1 i i 1 � I , � I , 1 : j � i 1 , , , I , I i 1 1 � �1 i 1 1 1 � I M_; � I � W�11 - zm� I . ......... �. , � . 075 075, i i ! L i , I I ---/ . IyP 1j I 1 1 1 ; I i i I I , / , _ipo -Soo. I I 1 1 � � 1 11' 1 i I -I I [ � 11 J, I I . I 11,�: ! "ev � HEMMER , 3-100, 11 -- I � IT 11 � -­ -- - -I-,-,- v -11 I I- , 'Ll _,;� =­� � ��2,:� ; - �le r .. - - ,/1 i -, - -, ­­4 - I -. ­- ­ F-T A'--.- P fig X V r I 1-11-1 :" - 11-1-1 '__11;, __ I- --'I-,- -1 60 X ILI I \ t, 1, 1, I � . - 1- _1 - - / I I ­_ (wroma PNIEj ;�_El) T _(W66N ;AiZi 1­�;,Ti6 1 (ENO PANEL) I , - /I - = EDGE �,Ib' 11 �jj 2 2A4 . I ONTEl". PANEL) I (END I (INTERIOR - --- I , I -1 -1--7/ - 1 2 ." ----L-- iW CA ... ;l - \L - � 0>0 PANEL) - - - W _= 2�� � 617 ': �--_ 3 I I , I L . PANE6 1 1 TYP' ASTM A-653 INT"NOR ,) PAWL) , (END P, : SEE NOTE 2 3 1 EILOW ISa NOTE 4 7 ! I L I , I 1`1 __ , I - .d�g - - 1 C? I- I Ac" 'I'- ' HEMMED I � I I -- , - - � ! oF - I . t iSL WYE 2. 3. 4 BELOW ! I i I , - - (T�) i I GRAN 50 MINIM DETAIL 1 1 1 � , SEE Nam z 3, - bao. _ ' IF , ,�I":,"', I ) . � ­T­ I L-1 - i � , -50 011 : I -,, L I I � � i I � 71-4, , I M I .1 il I �, ,,.,I I 1 3 1 , -A ,1� ­­-�%� [ ��,).L I I I I � . .11 I I I , I � L ' - - � - - - . I , Q15 - - I . I Rol 1 1 1 1 � I I lw,,� I I I � i I 7-ml -4r 4 1 1 � _::_� APe - - - - j I -+--a " , - "I ; i I I I I I I.f � I I �-1 i I 1 1 I I 1-1 I 13 [ I � ; �F'l . I 11 A i i 1AN&S_,___ ... I I I I " ANRY 0 7T'. I I I I I i � I 1 4 i -I -3k* � I 11,1\ , - -- t- L I i i � I 1 _� �� i- . I I -+--a C40 , 1 , I I � i� I � I _C i_7_­__�ij I t , I ,4, I j 1 11 1 1 1 1 1 1 1 1 1 1 ,_ , � , � \ " ,/ ... --' - '%. , , 4 41 � � I L , L -1 ,,, , \, YI / �T - , _ I w�� : I, I ii� � L A I Wr��, 1* 'L �' _iIIE __ _ ____ ,A_ , ��11* . . , .w � I i=ff 11 "Is -I � �, � , I � �J� , , J,1 1 � , ill - I __1 -1 , \___:�// i I i i. i ! P�l . i I I 1 I 1*1 i I T I m i - I , i, -��b, , L - ,�, - - _____4 46� T_- BOLTED PANELS V T, I , 2OADV 4 4 i 9 �� �) ­ 1� - -1 i __c A M ' '/ , � "' - -1 ; I � 1 - 1 1 1 I 1 1 1 1 1] 1 1 ! j;( I -4,9 i I _,��,� ; 11 ) - - -1 L --_-_-_S'25O*L ------ ­- - __ __­_ 7 470" � 1 � I 1 � !*I I i I I I I I I I I I 1 I B *:.,AW1,w,1iU,Sl/ I A , 7 L�'A�i;� I - - .I - ::t_�� 0 Q� ! 1 � �/s I.. - I - . i L: To. 5 _-1. i � i I 5 ! I ____L =) ::�. (D STORM PANEL '- - - 2�170' . 1 1 , t J,I j 1 I . - . __L_ I- _ i 11-1 i -1-t- 1 1, i ,. _ , � LA-111 ­ , - '. _ �l �_� I f JILL--,-r 1, , " - ­7 - Lj ... L ,--,L . ... 1-1, � 40 X 'L� "I - _T_ __`Iv� --I - i � I i - . , I i A I I I � � I' I I 1 T I I __-F-11111", - a - -i-- � �_ !_,,�, �_ LL I] , JL 'I'l ) ,__ WOW-" 0 2 .L. I I I I �_ A I N T � 1 1 1 1, JI -� I � 'I- 1 f F, � ! 9- I i t r- , � , 11­1 ", " , L jj I,-'- I r ; I � I , , 'r I 1 j-1-r-y! ; j � `_� i ; 1 1 i I I I I � � � I I i � � - __ Q) � i I , ­ '_�_-­­- - 4 � I i I I � — � i I a 1/11-ew/.. I 1 1 ! � I I I T , I I i � i il! 4-T1 ` I � I I I I ILI 114, 1 i I 1 J �, V,14MAS I T REVERSEQ 10, -r-r-r- I I I I I I. W SCHEM" L_ it I 14 I - L . L'�, � -----I L_�­­--,__ _!��� IMEUANTE k"r= � I . . - � 11 i ,---,' ,� - � 4 "A, - L �%�w Hi � , (9)-- - (13,P ) MR *1 - �, __� �, � SEE NOTE 4 ,,E[,WI - - SEE KETT a , �, � 1 .'I'20411. pw � I I -1 I . - I.Ii-&-i L 4 �, �[ I . I ,� i 1, 1, I ii4l 1411 I ,'I I SUMOMIKIN 1 . I I I I 1 -.. mww , j 0- _1VIBACK flk� U 4, 1 111 T I I , , 4i '11"'Ib 0 - -� � �4:1'_,� L_ 1 Q , V SEPARATION I C5 WE S.1tow 1 IJV.-�" i 11/:_=`Y Pxn� 5 Dw LA, , I III- , I fIr , I 14 ! I , ON SHEILL, . $0w. -OR Mh zv- I ! --- R .1 �­ - _150* �- M­ I MAY BE LOCATED- - IT'­7 - --� rTL'&%.0)-- I i � �-Z-, I W. !IEPA".1or OA)`,� . - .- L4 SEE SECTIOM5 0. SHEET 25 , wi" , I ..... I 16 GLASS, I To 01A% 1 70 OLASZ, �/.=/ h � . w/ I4144ii-ma - -1. I - - .2-50* 1 __ A[ DON /2* 9 Off' 8 : is I I - 0- 11�1 Ilag" PANELS EVER" ol"LAP I ,,, � _: I- p T �" OOR(jw/ _,W i I I OYTRLAP �� I vINa- I ,:��' - -_32- ! - vo(SI - 0 TO BE I � - j : ' _. .8, I n PANEL 0 IQ F I I - : __ L_ "AN' o"'PA" (n /-�, - �, - " �-�,- �O.Ra- is' I ! OPENING SHALL ALWAYS K T=w/ =4IMPAIWAYS .--A= .,-, I ! I 1 41 - _"�T­ I L - - L . 1 < /. �- - - i TYPICAL ELEYA ErWILOK I � j 11 OR S 10 =9 REAR HANDLE TO FACUTATE TYPICAL ELEVATIQN EQR SE jES 1 IF INTENDED TO 9 ! - - .--- - 4*-.--,, � I I : - I i ;F WITNOED to BE "NSLAI FROM 1 -� � I ... �_ I V - I �,� <, :�'�,-�� ANEL 'ISIDE OF STRLVURL I I � I I ! I I -1--a .- _,,-��- . 12!: - R -Z HAN13 4 - _:��_ --- .. , , il�: .� 1 I &I HANG = E - .SYSTEM "SIDE OF STRUCTURE- E t 11 I I 1 � ,��r I I ! �=_ , SMAII 51sr - I LAST 11 --*I- _J_ . I I I � I - - ,;� , -__ ,,� � 1A2U1T1Z1 1� I I I _L_ '...__ �.. - - I p //I .� I - HANOU, To ----------- j ". HEMMER L .- Q_ I I T i, SCALE 313r - I' I , , S I �_ ------, - !,/.� l0L, . .. - =, - - I I I 0 � I �_ f I 1 3.750. 1 _� ; ____,1_­` I I 1:�� 7 w - i 14 11 ;1 i (3) 1 I ! me� w I " - - r-1/4' Me, GAP ve ft. w ­J I I �, it -� ,/ I 'Pe, 1 ! I -,-,A,-,/,- - - - ; J - - - I i t: JRVIP� I f ! I I *Ir.. I I - ,o�e a) =3 H 1 ''.. t - s P5 . I I I , ; -1 \ / \ /-\ /_ 77'"'I 7 7 7eA7 7 \ 7 i \-/ �,.z :�.,e , ,-,_\_/�\_1/ \-/,\--Z- I-\-/- \E ­1 , � � I I lir 3, -4 II 1III0 I I 4 , ! i 'N / \ A \ . I IL � , 11 I � ,I ISOMETRIC VIEW QUAIL 2,000' .- I I I I I \ - - -t i I 'i ,� I 1 . '6)- � 0 . \ i I I! RMNIDED COR ER 0 ENDS OF PANEL'S i " 125' -, 1 (57 a-<- (1) v - — @ - 0 �1� Q)r, 41 � � __ . i !L 1. ON,L __ L C— -0 (N.T.S) I M .,/. -, i I , END LjPAW/ HE:MMED EDGE ,750 `:4_,=.CI - - J _1 -.1-- J I I -!:::;:Z: � - ; "�� bw I sou W�w - 11 0LoPI I . - - _1_j � " L_ - L_.__=_�_) 1W � .;.-.:::- - I] � I J __: __ =1Q&_"_ � I L 1 ­- �_AZ' - - I 0 -J., - - -- - - - �. � (1), ; E - Z HANG -STORM PANEL SYSTEM CONSISTING OF PANEL � T ,� XURela, I ,--. I ; I �1� L I I �-� � I ��� =L/ , , -1 __J ­­1 -, O.E.- I ell,05 - 5' M..- . ­ - NOTES __ ---I ,- ­ .I I I 1-11 - I I -, '. - _� ,/V_2a.jzM.. " TRACKS AT TOP & PANUMAIE KUS OR Ir LONG I_ - i : - , v ; _.ee, MIN -1, 45 .P1, (rAt ��_ [ I , i 'I1.1_,2=`,.z : 1, F-41I _� � , It :::. � � Ifte, MR . M 0- ­ "I - CINYI, TRACKS TOP & FICTION, (2). END PANELS SHALL AIWAYS CIED KC SILL WALL BY MEANS OF - `lL I /., �, LL 2 I;, _` =Itf� -, 0 IAe (�) 2"x5'(MatJ ALUM,_AN= (1) QEnbnQN,X_1EffiE5_=� E - 2 W04 STORM PANEL SYSTEM CONSISTING OF PANEL � PM*AWTEE OR, IF USED , BOTTOM W/ PANELMATES. , ", I �L � � tl�M,Zav 0 V, $;11__r1A__,__ I I 1, L�_. - - ­ ­1 AeANILD - , (�) _� (�) Mu'' L/,Vv,m " FT , , FT TRACK AT �ICTTOKJND PANELS I 1, .L- . I ; -1 11 � '. �5 ,,, (2) (FO PANELS SFALL ALWAYS RE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR I/ M� ,-, � wIIL, W164, I' �_ s , �� �0 , __ 'I'll I _�, -sw a - I SR41 --r,-,1,,:-,,-��--1,x 2 11 �OTTAAI w s1w � , __ 0 0) BE PROVIDED AT TOP OF SUCH PANELS I (3 ff AM ./ I ,", SHALL Fir CONNECTED TO t - S' 7 ZrQ32 wwrAT _/ , LL 1V " \ 6) .1rol II Nurn. ALLOY WING NUT OR 1/4-0-2wd Min, rNUMPSCREW FA TANED EPT AS 0� _% - 'r + w, (_ (n -1 r- 125' (3�), IF END PANELS ARE SHALL CONSIST OF DESCRIBED ON NOTE (11) ELOW). (Far w OL'ornol WJNG IM *% ovira) �L i . ,Igl 1�210 " 11S. 1* MI'L THUMMRrW 4" 1 11 .Pd BOTTOM -z r/_1-sT1.`.1�Fzk:M EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE USE JOINTLY W AT WAU MOU MEM-2- 0 SCALE 3/8.1* FLOOR IQ MUM MOUNTING INSL BUILD -OUT MOU!r IN51 L. M LAT FIANGES OF END PANEL 1�& j."I nut.111T_ i - ---.(1D8 su= r SECTION 4- EXTERIOR F (rom BUOTCEND PANELS ARE NOT CONNECTED 11-j"T 9 I SKALL PROVIDED AT TOP' OF SUCH P To I STOP w SCALE 3/1%al' I 1 (4). IN CASE THAT END PANELS ARE HOT CONHE= TO BOTTOM TRACK (i.e. A STOP BAR (')� FOR INSTALLATIONS WHEN ENO PANELS AND SOWINTERIOR PANELS ARE DIRECTLY hila-L SCALE 3/0-1- SCALE 3/e­- M IS ONLY USED AT TOP ... ,Td Al LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING SILL S. ONE INTERIOR PANEL I I L - Fr -- - ---- —�, I I MI slow� NEF SPEC"I IHI IMOJOeMONT, 1w . I USING SPEC$ INDCAT D ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS MAY BE USED JONTLY � /_ I L. I 0,00.#.1,044 =,wv-.TTRM-ATT-ACK,NG BOTTOM TRACK TO WALL I I - � o' - w A!, V AS 0 ... 1411�,Alhq, o -0.1 , 1 40, TO 130TTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMA7ES &M., . SHOWN ON FLEVATIO IT I ,%, 8 GAS I AND W1 I / " . - "'col . n USED " �� ,�-�4)) . r. Z , M-W 11 H I - L";. (5) SEE SECTION V, 3' 4 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 25 MIT. EDGE DISTANCE. FOR THIS _ - � . I - � -,, 9 A,oLT - ;L w M WALULIT04 � M � 2J "I'll Il 1� ,,, ,�!s �1 i 1 055, (TYP ) I PAN D NY = W1 11) RAVE I 1 . e A7 .� OA',tI0IININN,,, NOT NEED TO BE CONNECTED 11 TRACK HALL INSTALLED .,?��i4- , i -4 1*� OF e w . I !� � '3 se---::? it T / DE CEIRKOR . . i * .-,-,,, -OVERL-APS R-ErAINED -BY %,� , LEFT - -I- - --� � .- = i ?50 i , v- To t - - I 10 CEIII�!�_,Nlvo � , .!e�,_, 1! I i : .\zcu ­.. I - W!"' . , I i , Al�` . � I _!IWN,� _8) I ,db :F : lk ::> I ,� - . .44167 ` '-- ....\, . I = : No. 44167 ` = . I - __ - -6 '. z lociiy NUT come Zone) '. " I :I-., I I I M _C'==wa.1M1_M= = . 1. z I - I A I * FLORIDA BUILDING CODE (Hl2h V. " on FLORIDA BUILDING CODE Velocity NUT cone Zone) I I CIANANED 1. ANY "T ill SULT ANY III, FLORIDA BUILDING CODE LHIgh Velocity Hu , , � I *: - , _(HIgh 1 6 :& so OM � wiTs Zone) I � ____j 1 ­350- __ 1 1 : . I i `-INI MTM. M� rJ, s , . I- .2w "O'Em. "A' I 1=20 MIT-, - rp < i 3' MI- I'. � TATE OF .`Ik� I 20 GAGE GALVANIZED STEEL STORM PANEL ! tio. 4 167 % = 20 GAGE CALVAN12ED STEEL STOR `� � NFI'LLATO, ��':�`. STAI 20 GAGE GALVANIZED STEEL STORM PANEL — , *Ilmi at- = : I PANEL Pww 01. A\ _� O." A rE OF ..-; I DR� BY z , , I I DETAIL I I � * /Pu/2muo - . -��P - - 111"121M - , 2 , , . - - � *. --------I , ,�F r V�'-.XOHIO��-,',� - , ,,, 44-,-_­�—� r--._-,--�-------\ — L-1 F. - .737. - , - .. r -------- - - I— GLOBAL PROTECT] WE. Z '0 . STAT OF .* Qz = - LATIL SCALE-- 1/2' . I* I v" �,$ I GLOBAL PROTECTION PRODUCTS, U.C. SW. SI STREET --.-. --- .... 0 B PROTECTION PRODUCTS, Lw- ""W"O'c" AEW , 01.�.* z (2) rAAaM"j_AwM, ANGLE T STOP BAR "' - 5 .� / / 11LIECO... ON PRODUCTS, LLC. I"" �� / Aw S�. 11 �FAXI I L_:_ii= 11:_�N - ".1 I 11LIECOme .M s1w. 31 SIFW WYE, . 11_1Z I�X�111 �\� , % t',. ,%) lo, -�-'-, two A, 0 ANY I I' LONG "All". ,/__�A_0__,�� 11"iVETTINO . COUNINIZAINd COMPANY u ... F� , n3. OF �� �X4 W64" 11,001 n- =I. , Fno�-, (04TXII-7�s, M&- te�qwe�wwr 04"41�-_Mn` ""I, 20-176 no" , UkMt� 6063 / � v:,w 20-176 , . C 6.).,�_. � / 20-176 < I. := � .I* __ - - A, .,ft _-, r­ V. oulav-7w, rw ONH)M-wir, i - _." , .�;O, , IN "ZIE'"1115hoo ,"' -15 Alum. ALLOY - !AWt I : A, - lit --At ", �_ - I -I -------- r- TWA" w 2 ;. , I M .!n, �­ �_ - A, I DRAIAW �; PE. W.1swrAICAIATE 04-001019 -.1 - M. I jj ------- 7-,W- MIW*4 H., -­,,NN;;,'p,,,,v,rL .&ALAVAAT0RC;;zW_ '"' " � - __==_=_j PC SEIVSKINATURE/Om "." at -,-,. _j .." P't I "" , SIMm W ff 26 1 *=11-9111,11 , .�# I -..-.. I .qm�= , , � - I - 07 - E ��� I 11 I -I----- &I '41, - :n . SINKEY " of 20 1 ,xRAL'A 44 1i 4, - eww.ffn� I I I =- in I. K I L___�� � �� � �� � - . __ . _1� � � � : � ::, a- . . - - SHEET NO. SH 1.2 / __ M X UA. A.S.D. DESIGN PRE5SURE RATING (P.0.) AN CO RESPONDING MAXIMUM PANEL LENGTH= SCHED= FOR SERIES I 000/2000 E-Z HANG STORM PANEL (1' , SYSTE tv.� UT -1 Y rn. -- -2CD�-z - ii-&I-?-&!��i,-DQK-l�--fBR�L�-�M-24-., I MAXIMUM ks.0 � �� PANEL LENCT- -L-C�4i.S I MINIMUM SEPARATION — I TO !i 1 OW-1161S.11111) I t� � ) , i I,, BLASS i CONDITION i ATRU,C4D�E SEC`PO.S, .S&D. -75-3 70, OR LESS i 2 olle- I BOLTO - - 0 2% 3*. "W 1 12,* ­­­­ . I & 3,W ,65.0. -75 3 i 70* OR LESS I I 2 7/8' EIGECE, . 1 I i e & ,-w f BOLTED W MIASLRE�FRI�krl "20�3 4-FS,S III.& A WINGNUT AT VIC" & 1,Q% V PANEL LENOTH I 0 PANEL - -- -------- MAXIMUM A.S.D. DESIGN PR=URE TING Jp�i.f,) AND CORRESPONDIN"AXL4-U�I I I D. - . ... 1 SPACING SCHEDULE FOR INSTALLATIONS INTO CON104ME & CONCRETE BLQCK STRI&LUMA I -��,�LO QtJLY-TQR f N O- -­ 1, - ., ­­ �, I -gAtIi-­­-� - I K-MM LIM A.S.0 DESIGN ANCROPS SPACING FOR C. 0. - 3 112- - I I PRESSURE INMIl- PAWL ­L- I IAPCONSS . CALM -IN I I PAREIMAM rOAALE 0 . PANIEU,MIC A, ; RATING (it e, ) LOiCIN E� 1 - - to COWNEM To CON"'C"' !-,, O3NcRm DLOCK. TO C�014RETE 'm ,TO commm I'D "O"C'm To CIONCINTEPO a=— , 12* I r 12' ------" 1 N/A 12- I 1 N/A I' & 2' (TOP) -- ----- IV --- ___�LA �'l ,�* I to. — � _­�/A _ '. ,� ___�_4' , ­- -!--�-- I I' (BOTTOM) " A .. .t -§iA ­i- - 12* 1. 1 12' ,� a' 1 .. � L,1,�'O,M I -- ----r — — - ---!L--j ----I— jg� �,,� �66.0, ____ N/4 . N/A NIA NIA N/A 12 1/2" 1 tl* 2' (BOTTOM) -7513 ­!1A 1. ­ VIA 1 6 112, ­ � — N/A ----,--, 4 1/2, ­ ­�­ N/A 4 �/2* -- ­.- I N/A S crop) 70" OR LESS ". N/A 1 12� N/A .----- 9 112," -- ­�­,7 'r ,C, I I, - - -- NjA � S (BOTTOM) I-- i I 1 12' NIA I 127 . N/A 12* NYA ,21 1 I NIA 1 4' (TOP) . L— 1 12- 6- ,�, 12' i ­­ - - 9 1/2* 12- i � - it' 2, !.. - I,- 1 i 4* (BOTTOM) I - OWTED TO 66.0 p.s.f A.SD. DESIGN PAESS�IK RATING I SM S8M 25 F ANCHOPS -- & SAACING 'Ot' PISTILLARTONS effo WOOD nAw IRALD#4 It"MUM ANCHOR SPAIINGS AND 4INNIUM 1101� DnTANCF ARE INDICATED ON THIS SC LE. FOR Ec LESS THIN 00 tD ON SCHEDULE REDUCE ANCHOR SWING IP MULTIPLYING SPACING SHOAT ON SCHMIULE BY � TOLLOWM FACTORS FOR INS OPM�TTGN TO BE �OLC REDUCED SPACIRc OSTURED USING FAC R SHALI NOT BE LESS 11MAN MINALIM �ACNAT ffiGCAIEO r0k EACH WM40R PIPE AT LEGENOL ­­­ -ANO"m - - -------- Y"! !1!71� ANCHOR rflPE - ­!T`4�5- A~ - , mum," P4,11I � . Pus --i/4,-.­ �* , ---.-------- --±!!�� �­ (,)-- a 3 , y, . -,-I- IOt,KRII. I..) —1 - 3 - — -- i � - I Ilo �.) ro-,;;;;-;;W�� ---�-­ ­,-,;�,­ ­�-,;�-- ---� ­- - ACRIAL m "K an*= ­ fAmm 'ti I - f - - ­­­--i,18L--- It '/I- -.-- - , -- -­ — - --:E�, --- ---�T- ��F- - � ;: IT 4---i i-,W-- - --- I—— —­/;:----j- I Flt-� I -� I + REIGUIRES �. CAFANCE BETWEEN BOTTGN OF PANEL Y111f � ' AND 0 TO BE 1/2' J 1/2' I M- F -� 11-0 ++ Rr'luns m... BmANCE arrw-ul Dormu Of PANE, AND (2) TO R,­', 3/i6- V'G kull 401 BUILDING -- ---- REGULAR. LIFE SAFETY & E-Z EjANG STORM PANEL SYSTEMS I (SCALE 112- I') - -- - - - - -- I- 15.125- EFDTAL WIDTH) I - . - 1-1 - I - I . ­ - -2.11171 - - - 12 500- (EFFECDA WIDTH).- - - -- - ---- I -- - i ! - ­103, 1/4*-2W/1- - - , - � - - - I 1 1,250' I - '750, - $S- SILO ow"ID -�: : �1- - - -- ,- � - , 6 1/0 (T,P) - I f '374�� To ARcu: a � ,/4* .,25' 1 - ` "250, ,,at - - OR a I Z 1/2' 0 C: ,No � " - ­ , 350. - - 1,350' - �- 1 3,50, - 'I ,DO' I- -too' - , �-, r, -981"Ir I INA`, CIS "C"E"o3z) ! I � � I , � I - I I -rl­ ", 1, I � --�G - I - - , ­ - I +:,:i�v, f­ , I r � I � - I L - � - ��, t � - - '25tr", I � � h I " 3175- , r I , , el CO24, LON. THICK / I , I ! 1. I , I * I 1 67" .. 1 , I HEM ED GALVANIZ , STEEL ,II 4 0 , 1["`�­ I . UD" ASTIA A953 TYP � , .2 1 60 .;LC 1 )0 '004, - � - 106 "oil 5- L -- - A I . 4W 5D MIMMUM HEMM 1-,75' 7 1 , " 11 ---- I — -Iwi WAUL A 41F EWE � 1 . -1 -: -; QSA- -1,5w. I (TYR ) - - -- � --------- A TYA. ;� � � I - - - - I, � I. I � ,37S, - (D STORM PANEL F ­350, - DETAIL A - 2�000' -- I I � PANELS SNAIL, BE INSTALLED ALWAYS I- - 2,387' - I TRW LEFT TO RAIRIT W1 1/2* LEG PANEL AT END AT LEFT SIDE Of I--- �, 1--' - I- I le' To- EDGE 0.021' (WiT.) PAREL I PXATLS END LIP -- - I . I —m 11ALVANIZED STEEL W1 HENW77 f0a �� I" - �� 3?5, .,270, 1 ,- I * " ­- ' - ­� � I -­ -1 —1, 11 1 I ' PANEL , I . /I � - 1��,-, .. .- 0 I ' I - ^ ,Z - - , - -- , '33" , - .-270' j I` ,� " I . - � I .�� -1 'Z��- - 1�- , 1 I 1�­ - -1 . I - � ,� ­- 1� I.) T-- , I `� , , I'm , J� Gill C250TO ` -� - �, 0.62, 0 �175' f x, --- � - - I . 11 I I -Z-::::,�� I 2.,Q. "', 6. 1 407, 0 625, ( � I I J, 1 I I . - 2-59i� . - - - /� HEMMER 1 .CR7110- �, , , - � L�;:�,' I ,-" - I - !., -17 - - C1 OR lfy� - 2.2!Io' - �// -� i F60 - 'I"'E" �,i '123'� 27D' I ISOMETRI�t-XLWLDXatL--A n 1 1! -,157�1' � I _,, ') I � " ROIDNOED CORNER 0 tN0 Or PACIEL'S 4' I'll : - � I - uk .0,55, 1 - - � I I I 1 —2.378* - END UP W/ .EmMEC, EDGE, . � . . .... 6.&.'s, 125, 1 I (N, IS) 375 1 -- TW SMON jus=-J! I 1 Z.56�D` 4 1 D67- (�) �'KmAQLL-ftsdv? (�) EDGE a AA.C� II 750' - EJ ,' LIM ALLOI ju - '50. - 072, '09' I'-) -D So' 105-HI54 AL 1 I 11 I v SEE SHEET 6 FOR ADDITONAL -L 1 2,124 -- - - UMITTAITIONE W SLEM LENGTH IS I i'l -- IS, - �813, b, I 1 125' , - - I ONLY VAUD FOR INSITAL . Nz INTO �M" ; I (TYP, � WOOD STRUCTURES I 250* i , N5, (�) SLEEVE 2 1 /8" I ) . Iw 1- ' MAX—JUN G! H . i,7450 . I - - 1 —2,000' -- ,_wo' 3 750* L! 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I- � -,,,,� -- - V ­�­ ZI A, , � ­ -i7 tq� - - — - K� , -INIS6UI� ,It - , ___j �r= i-I)TTER -��'S NOT ��OWTI IIA, �,I­A.I�- ',A.,m,A,Aw../wL SM, IC-, 111� YI I - 111. � I - -- ­ ------ -­--------L— I a - - I � S" T� 0, m, I .I�- I SiNQLE PANELSCD UNRESTR""rn A1-J9P-QR-fDM!J WITH TRACKS C2') OR-* * - MAXIMUM PANEL LENGTH %+11 OR %-" (ft.) 0 NNOMU" �SO I E,S,G 1k, IT ,.,RL-,',U E PAUNG (P-t) (11 - -) CONCRETE & WOW INSTALLATIONS t -- ­ -t. ­T­L-- L?.-0- 12--O- ----�M�-- .�6.0 - t2,-o* IP-8, --- Jac -- = --T2-=­ 7-17--e- ?0*- , - M. a 10,-10, to'-0* ,9.,. ----!��o -101-11 9`4" 4'--,* -----0-�---- "a O - -i�­ -- ­ - -,!L 8�r ­8`4" - a'-D' , - ­15S.0 a6.-,�— ­ ai�- ­ - -- --��--- -0: _s:- - ­- a 7 - G� - -- ;0�- ---7,-?-,- - - , �- �; . 1�-F ;�-O---- --;�_--v --iT--iGv- --- ---.-- HaD ---��- -2- ---..I e-r -- — ­- 'w" ;,"-�­­­ - - ,RG­­­ -- ,W;­ -- -'--- 1115,i -- �-:P­­-i7- ­-6A-iF-­-­;7-;---- --i7i�­, --­iT--3- --- -- i =-r i.- - i,�;--­ ---;�_-;-?�­ - . ­ i:-;-- 0-0 7= ; -- ­ ---!I —__ I *0 - -1- I;_ lut's I - (t) 5JN04- PAN1I,5­CLU1LUMW=-AT-,EAQH Etu)-xajwxa--4­A,L--u-"6 Q8 D.m�,(�)� (�), OaE0­1&WEQ­AL-EAJZK fa* - - MAXIMUM PANEL LENGTH (�), @ OF (CA %+" OR PL-" (ft.) 0- ----- ,C' X1111 A-5,11. GEST 4 PREMSUR C RATING , (P,.�f.) I+ III -) CONCRETE III WOOV INSTAUATONS t --'- + � - JU­ 4�-4' J'-_�L _!__ _­��O ­ 24�0 _L _­ IWI-101 � _ =0 I)' -a' -211'-71- to'-7' -- W-*­ '01-10, V-9, 400 - .9.-4* 91-2" - 10 a 9�1* 6'-7* -- W-0,­ --;7--7;:L-- --i;_�- ------�ie­ - ---B-:T- ­7C-9- - 5010 81-01 --- ,- -I - 45' a ----- I,-,- -2L-51 - 7,-2* -- - --W.��- -- - ­ 7r--v" - - ;711. 7&­ ­ 5.6 6 7,-2- $-­a- -­-j�.D­ ,7­-­7..� ­7w ---,7- O�- -j7-­ - - F- , ;; - ---ii,`O-------T--,;;- --7iii-o-­ ­-­ --­ NN'O -- ---- !050 --- ---,- ­ 110.0 - ­i-- - -,--- ­J-'--�i­ 6,-J, ------- I !�-�* &,-r ---- — --r-K- - - -7 ­ W-,e .- ­­ - - s'-'. - -----­­­ 115,0 .---- - - ,I- To" ,�-a. JANIMUM SEPARATION TO GLASS SCHEDULE - MAXIMUM PANEL L04GTH WIND SPEED 4 170 ..p�n WIND SPEED 1 170 IPP.h DO - UNRESTRAINED � UNRESDAIKED I MTFW.ED � _ _ _ _ , 30 OR LESS I . T , 1. 6 1/4- I � 10 90 7 1/2- 7 i/21 - �20 TO 145 _ - '. I ,� 7 1/2- , 112- -;F ­­ to uE . - 1 I- - , L- -.1 7 1/2" . —. ILAINIU11U PAWrl I ;'NnT14 lil.1 MR A rivni UOUNTING CONnITION -----�Z� -- ---- Top DIRECT 11 f 1, - ­� --­, .0. 1 "'O" 1 -67, =7 - -, AMOLE "" -, .",= BOTTOM ::_-_-�- MOUNT HEADER H wm I ,z) .A� ,,, i I � -­­­--=�L — -C — - - DIRECT MOLeff — ". 32' 32' 1 w w 50, - - - ... -- -- —!--,--" -+ -, -- - Is ", 12- , 32- - S 42- '2 2�� '. ST T- - -- I I WK ___I!: _ 51, 32* 7� ' * �� �114Z 11 827r _ — 60" --- 60' -7,T t , OUT � TRAU ANOU -0� W/ Stw CLCSLnRr.s . so, -L-32* . 32- - 1 v- 1 3er I w ". 56' � -61- NUILD-DUI I- I- W, IN majIma I - 1 52- I 38- 1 1. I , 60' - -56"- 1. ­­ ­ - -0,2/4 1/4, 3/4, 4/5, 5/5 & 6/5 ,/�" ­1 --­Lt 1* - 2W/6, 3W/7 & 4W/7 - J. I'M - � - ANCHORS OEF SCHEDULE ON -7- SHEETS 9, To &11) _ . . . I- - .-- 3' MAX_ �-�i­ t* MIN . I- MRL L � & 0 . I - — a I -- FT I- I - - .,.-I - -1 -- 7 - I- -I - - - -- I -- 1--i--i I I I T­t- -.r I --T- ----1--r--7 I "r ­ I . I I 1 14' i i I I , - - ­ I � " T— -T-T - I i I 7 I � I I I I H I i -'� i I i i I I i 9 Tliu F� . I � "'� i--­­..­­ - ,H ILI— 8�, I I- - - ­ �- " � ij-,�111- I - - 11 : I . ­­ . I r r - - - " � - ,---,. � - I I I � i - r­ r ­- - T � J- — - 1 i I I I - ­1 11 � , � 1 1 , �, - � � - 1, �, i -- - - - - 1 � _A�_- - �� I , � 1 ,4�, 1 , I 7 �, I _� � I I i i � i � - � I i I I . � � I � � - I I I i C, f , - I ; ; - : I - - I - ­ - - - - i I I L I I � - i,L R.ElS !IW/- 1/40-20,il' . I UNBOLTED PANELS [ � � �, I . . I I I I� :(SEE SECTIONS AS 1 1 � i ! M.5- SOLT W/ @ 0 EA ONTRI-AP X - I I APPLICABLE) I . I . (SEE SECTIONS AS APPLICABLE) �j � I I i � I S S. I 7 I I I i ! I , I i ; I � I I I i i I i ! i i d I ! I 1 I L I I I I J � I i - � i I I I . I I I I . . . 1. I - � . , . t j � I I I - i i .1 -1 I - I i i I I I �� : i ,I i i I I 1' I I 8 r i I I ) I 1 I i 9, 1 ! I I � I I , 1 1 I t i i I I I i I f � I : ! I ! i � 1 1 i j 1 j I I '* I I I 1 1 , I � I , . I � , � I 1 1 1 � � � I I I I . i i i I � I I I 1 � , � , 1 i I I I i 1 � - - . � - :. ,-i - i I - - - - - -,��: ! - - - h � D�M­(�)� P - �i i -� I - I w 1.1 I ­dl 1 I (�)� ' 0-i 1 0 � I �� 1 I : 2 7 I � � - i I - - - I[ , . - I i . I4 Or g- I — I'. , 3. - - - � 1/4, 3/4, 4/5, 5/5 & - ijE " UIM� - -I, -� Lo, 1/4 1*1W/6, 2VI 3W/7 & 4W/7 ; - I � ANCHORS (SEE �',C"VDULF L14 SHEETS 9, To &IT) - - NEL (f REQULAR.SIML —PA � ELEVATION , 2.681' N.T.S. /-" M.- CAP (MIN OVEREAP -1 W,Qx VAUEY) t : 4 ­ - -- Jk�­ 1/4' ,C----- MAX- CAP, -K�:7----I-L-T -NL-/ -\—/ � T SECTION A- 17�. ­ 1 N.TS. �i) NOTES., (11 L+; MAXIMUM ALLOWABLE PANEL LENGTH FDIC A CA"EN POSITNT A,SD. DESIGN LDAD� L­ VAX ALLOWABLE PANEL LINM FOR A GIVEN NEGATATE AS.D DESIGN COAD. �� �) PROCEDURE TO DSER%ANE MAXIMUM PANEL LENGTI*� CNAEN A POSTIVE kS.D. `*N LOAO� DET13CMIR5 VAKII PANEL UUNGIN 'L-' 1ROU SCHEDULE DESr CIYEN A NEGATIVE ASD. DEMN LOAD, DETERMINE WOOMUM PANEL UViCTH -L-- FROM SCKEMS, 9NAL mmimum ALLOWABLE PANEL LENGTH IS EQUAL TO �­ ACUZBLY� DETERMINED PANEL LENGTH BETWEEN 't.' MO %-'. ,-,3 SEE SCHEOUIE, BELOW FOR MIN, PANEL LENGTH 10- PC, , l091Y OUALORCATION, - - - - - - --- - - , - I . ,NSTALLATIONS INTO WOOD ARE 1,41TED TO , 05 ...-I MAX AST,, DESIGN P!E, - Az �­- ­-� ' ikr*j;�� &I, 10 & IT FDA m,ut, A.SD. 0"" LOALS At MAX, PANCL 11NQNS FOR I , IN , _ , SECTION . Em SPACER CAT is USEU ;F -.,- I,J� C,v� .. j:P---, FLORIDA BUILDING CODE (Non High Veiloqlly Hwrricon. Zone) , � 1 : * : ----. ' I �: 0-44167 I = . - --­----­---­­­­- omo T`OECO. NO, - I'll 24 GAGE GALVANIZED STEEL STORM PANEL ca'. IT, K , � -:�%,. , 0,,� . �, '.. , -, 3p; ",", - * . i - ;TAT-- !�!---,.*�­-��:­�:> -��-� - -- ri))110- --%-; &-�;;�'�,,,A,D,-,-, I ,� - .,. - F-I;0n,�, / ,� - / � " '% / I L I E C 0 1 " C � ,, -­ '* GLOBAL PROTECTION PRODUCTS, L.LC. "'i'L - 5vC IN — - - -, "M" FL = '(-T­-57%1 20-175 �- (-)-,5151 - --- -- 1-1--i — - DINING- ,2��' "'A"' - ­-- c—N' ,� - .1 - - i,.:17k — I ... ,�� poi� -, I," ­­ .,, *N-TER A� TLUT � ,­E . 1,0I - I 'Riv I ftul ,,j,CAw;us4Nv%tRt,,�w. - .-,* ; 1 � I I I , I — I . Is R r4ft W� ,.oM ,4 C1.3 R11 - 'e, ----- -------.—,-.�-,�-----�—"------------Cb%-, . Cl.> . .0 , S 9ENER&L­uQ1E--- � 0) MUD MR FMILAA I ,FIE 5IIEIM - F--Z bM =M MM I (C) lo-,a!�ITMIAI&D�f�rffK--�BA�iii.-��--�!,��..M& S � � STORM PANEL S�IOWN ON THIS PRODUCT Ev%L�UICCI, rOCUMEW (PED.) IIA5 13EM VERIFIED FOR COMPLIANCE ON AGCORLANCE - 1/4-0 TAPrON ANCHORS, AS M,*WFACIURtO BY I CW. 8UILUE9, INC --1 - � WITH THE 2020 i7th EDITION) Of THE FLORIDA RIOLDING CODE THIS STORM PANEL SMALL NOT BE INSTALLED AT HIGH - #14-tO PANELWATE PDOLE to AND PANEULATE PLUS ANC40RS� AS 4AANUFAC-URED Or E00 CONSTRUCTION 0: CIS. ' VELOCITY RURRICX!4E ZONES DAIAMI-SADE / SROWARO COUNTIES). - 1/4'� LAC; SCREWS PER ND S . i 93- T -F, DEE .IGN WIND LOADS SMALL BF, DrIERMINED AS PER SECTION 160S Or THE A13OVE MFPM014ED CQU,E. F04 A BASiC W1140 - 7/16'0 � 5/8' WOOD BUSHING. AS D15TRIBLFIED By ALL POINT SCREW. BOLT & -�PEMTY CO , , � , SPFCO AS REQUIRED BY THE jURit;vIC`rKN4 9KERE STORM PANEL WILL K INSTALEEF). AM FOR A DRECTU4AUTY FATIOP .- .0 IT p KD�0.65, USING ASCE I- ifi AND SMAI ND EXCEED THE MAXIMUM UkS-D I DESIGN PRESSURE: RATV4GS INDICATO ON SHEETS C 1) UINHAIRA THREADED PENETRATION ALTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AW- V FLAIi ELCO PATIELMATE P - C " 3. 9 THRU 12 & 17, ,a AND PANELAN1 FEMALE to !� C IN ORDER TO VEP)RY THE AERATE CONDITION, ULnMATE DESIGN WIND LCADS LEFTRMINED PER ASCE 7-16 SMALL HE FIRST v; -I R DUCED TO AS D DESIGN PRIMUIZE RAING L� MULTIPLYING THEM BY 06 IN ORDER TO EOWARE THESE W/ MAX (A.S0) c 2) wimmum THREADED FENriwnow or LAC SCREW, INTO THE wow Fnw,� uNFT s�AUL BE 1 i�f2' w r-REAr, 0 DESiON PRESSURE RATINGS INDICATED LIN SHEETS 3, 9 THRU 12 & 17. III PENETRATION INTO SWCOO SMALL BE CONSIDERED AS PART OF !-HE REQUIRED THATEAUED PENETRAITION - � IN ORDE TO ARWY THAI ANCHORS 014 HAS P F D, AS "TED WERE NOT OVER STRESSED, A 33% INCREASE IN &I-OWASIE CA) MINIMUM EDGE INSTANCE 0, SCREWS. INTO WOOD SMALL BE AS INDICATED IN 7R-S DRAWING STRESS FOR WIND LCAVIS WAS BM USED *4 THEIR ANALYSIS. FAS �tETIS SPACING TO WOOD RAS arf.tt DETERMINED IN LtC ACCROANCE WItH NDS, 2016. I t M14A PANELS ADEQUACY r0l IMPACT AND WIND RESISTANCE HAS; BEEN vmnn� IN ACCORDANCE WITH SECTION ifium,2 OF CA) MINIMUM PENrrRATICAI OF WOOD eUSHIKC SHAAL BE 5/8* 1/4' 0-20 SCREWS USEE� SRNT ot 1 1/7* LON - .IN U. - 74; 11-Ir ABOVE MENTVONED CODE AS MR AMERICAN TEST LAB OF SOUTH FLORIDA REPDITTS JOW4.01-01 AND #0219.02-09. AS SHOULD STUCCO TAISI. AND - MINIMUM FUR WALLS WITH No 510CW ER SETO t2-99 & ASTM C 3,50-02 S74NOARD% AND AMERICAN TESTING LAB SOUTH FLORIDA RIPFORT #1123DI-10 AS PER cr_ - , TAS-201 AND TAS-203 PROTOCOLS. AND AS Pitt CALCULATIONS PERIFORMEIT IN ACCORDANCE W/ V­�Mtt 1604 or THE C.5) IN CASE THAT PRECAST STONE, OF PRECAST CONCRETE PANELS, STUCCO OR WUOU �OAADS RE FOUND ON THE CM INC - -(C r WALL ANCJ40RS SHALL BE LONG ENMG14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS WRICA BUILDING CODE ANCHORAGE SHAU BE AS MFP41ONED IN C 1), C 2) & C.4) % 2. AL-' ALUMINUM F.XrPUSBTTS 10 PX 6063-16 AL'Of AND ITMPN (UNLESS OTHERWISE Homo) SrC 514M 2 (0) ANCHORS SSAL� BE NSTALLE FOUILINING All- OF IMF. RECOMMENDATIONS AND �4-E�.WvCAU*NS OF 114f ANCHOR'S R Eot*l - P . I.: �:MtUFACT 2i AU ALUWDIUM SHE METAL VIED AT IOUTS1IRLS SH4.1 IWA �10E-HIII ATADY 5 PANELS MAY ALSO BE INSTALIZ "TONTALLY FOIJ­OWTNC DISTAL"TION DETAILS SHOWN ON SECTION 1 THROVDA B _K:n 4: ./ 'FT I' Nor I T 0 1 AL( SIM SHEET METAL PANELS SHALL KAF .TPUCTURA, OvAUIY STEEL ASIM A-65-1 GRADE Do TONIRIJU� a-W SILVANtZED ,HRCUGH 5) CXCF,PT THAT 4EAxBSQ &0) SMALL NOT HE uSCO , SIEU DESIGNAVON WITY� 92 2 kH (AFIER ROLLED) 9. IT SKAlt BE THE REISPONSOLITY JF THE CONITRACTOR TO VERIFY THE SOUNDNESS Of THC STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO FIF STAINLESS STEV 30A OR 3',& AiSt SERIES OR CORROSION KSISTANt COATED CARBON STEEL AS PER ViN ATTACHED TO INSURE PROPER ANCHORAG�E� THIS SRILITTIS SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS SC-018 IV/ 50 ksi YIELD STRENCTD AND to ToP IrNSILE STRENGTH AND $HALL COMPLY W/ qOAtDA BUILDING COVE SECTION 1 2111 53A 10 MH REGULAR STORM PANEL WINI LCNGTN.S OVER 9I AS PER SECTIONS 1, 2, A. S� 6 ADD ALIUWATIVES IW, 3W It 4W CAI 1 SHEETS 4. S. 6 A, 7 AESPEr--hTELYi SMALL HAVE A LEGIBLE AND READILY VISIBLE MANKIND iNSTRUCT1014' OWNER Oq TENANT TO 6 BOLTS To BE ASTM A- 4- CALVA%IZED STU-i!­ OR AISI 30- SERIES �..AR4159 SIETL� "IN 36 '­ MINIMUM YIELD $TREI�IGTH SECURE PANELS WITH APPLW-419U REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7 ANCHORS 70 WALL SHALL BE A-S POi10WS5 , I NE INSTALLATION CONTRACTOR IS VO SEAL/CAULF ALL SHUTTER COMPOWINI EL)Gr� WHCA REMAIN IN CVNTINUOUS CONTACT WITH THE_ L �UJUNNG TO PREVENT ATND/RNN INTRUSION C.) mJPiwJNi1--PwmiL"-lmEJE I - 114'0 TAPCON ANCHORS AS 1AARLIACT,I)RU BY LIN BUILDEX. INC Wi� I'­­1'9Z P-) 12 STURM PANEL INSTALLATION SMALL COMPLY W114 SPECS INDICATED IN 'HIS DRAWING PLUS ANY BIALTINC AND ZONNG RECULANUNS 1/4' 0 x 7/8' CALK -IN ANCHORS, AS N(MUFACTURED fly DEWAO INC FIRCIADED BY THT JILIBADIC'ION %I PERMIT IS APPLIED TO. : 1/4' * 3/4* SOLIO-SE7 ANCHORS, AS VISTRIbUTO BY ALI PONT SCREW, BOLT & SPECIALTY CO - TION D, T It PRW 'ORkOTION � (.,m I � ­3000 P,.-,) '3 (.) HAS PRODUCT EVALUA oCUMEN, (P.E I) I PREPARED W THIS ENGINEER IS GENERIC AND DOES NO . DE IN- FOR A SITE SPECIFIC PROJECT, � , WHERE THIE SITE CONDITIONS DEITIATE FWOI� T�; P E 0 #14-10 PANELMATF FEMALE 10 & PANt:LMATE PLUS ANCHORS, AS MANUFACTURED IFY ELCO CGNS�'RUCHON PRODUCTS� : 1 /4"O ZA"C NAJUN ANCHORS, AS MATUFACTURED BY OEWI INC (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE IND INSTALIATTON INCLUDING LIFE SAFETY OF THIS PRODUCI BA%C ON THIS PEO, PRWDEO HE�514E DOES HOT DC"AIE FROM THE CONDITIONS DETAVED ON ncs DOCUMENT A 1) VINIMUM EMBEDMENT OF TAPCOH ANII INTO POURED CONCRETE SHALL Lit 1 .3/4*� 2� FOR MO PANELMATE AND CONSTRUCT" SAMT� AT SITE IS THE GO"WCTOR'5 RESPONSIBILITY I t .�/4" FOR EAMAC NNUN ANCHORS, A.2) CALP: IN & SCUD -SET ANCHORS SHALL Of LMRECOFO 7/6' INTO IIIE POURED CONCRU, 140 EURCOMLTI1 IWO (c) THIS PRODUCT EVALUATION DOCUMOD WILL OF CONSIDERED MAUD IF MOEWITLI � STUQC 2 SIALI, BE PCRIA4r.tD. i14' 0-20 SCREW' USED SHAJ-1 Eif I IYZ' 10TIC MINIMUM SHOULD �%KCI� EXI!-7I Ed) SITE SPEC-M PFIOAC�S SHALL BE PREPARED BY A rLORIDA REGISTERED '�NGINIEER OR ARCRUEE'l WINCH WILI. RECOU'.- TIE ANO I MINIMUM FOR WALLS WIN '40 STIVICCO, AND MAT BE HEADED SCREWS O", A IRREAD SC W1. �IL ' ENGINEER 0. RECQK (ELI-R) TOR THE PRGJECI AND WHO WILL 5S RESPONS LE P R THE LL E5D -RCNS 0 AD , A to 0 BUT WITH IMNIG NUTS MPkR USE OF IHF �Lb ENGINEER Of RECORD, ACIVNIO AS A VELECAIED ENGINEER to TIRE P1 D ENVINEFIR, SHALL SUBMIT It, -HIS LATTER THE SUE SPECIFIC DRAWINGS FOR RMW� A-5) IN CASE iHNr -WcAST STONII PRECAST oowcOm PANELS. PmERs. STUCCO OR WOOD SOATIO, BE Fuuml, DN THEE EXISTING WALL OF IUOPR� ANCNOrS 5"d PE I-ONG ENOUGH IU REACH 134t MAIN STRUCTURE K`RIND SUCH PANELS (.) THIS P.E'Dr SHALL SCAN 1HE DATE. -No Qf(IDNAL SEAL AND SIONA7URL OF 'HE PRO"t-SK4,111 ANCHORAGE SHAI� W A5 WENTILINED IN &9 AND IN A2). ENPNEER OF RFCORD THAT PREPARED Or (8) 70-ti-WTIN-1 &.0QRET1-­-01=A-#-AAJ1 41��9* 14. SHUTICR MANUFACII.REWS LABEL SHALL 13E LOCATED. ON A READILY VISIBLE LOCAPON AT SCRM 1/4- 0 TAPCON ANCHORS, AS MANUIACrURED BY I I 0 BUILDEX, WE. PANEL SHUTTER IN ACCORDANCE WITH! SECTION 1709.9.2 OF rLORIDA BUtLDNG COIDE ONE LABEL SMALL BE PLACED FOR EVERY EPEN,NC LABUJNr TO COMPLY WITH ISEr-BON 17"9,3 0I` THE - 1/4- 6 A 7/6' CALK-tti ANCHORS. AS MIANUFACTDRED BY OFWALI, INC FLORIDA BUILDING CODE - , , 4, CALT, c 1/4 0 /A- 50LA)-SET ANLHARq, AS D6TRIFUTED BY ALL POINT SCREW, Boll SPE ,0 ­ III 4-1 IT PAN"ATE FEMALE A) AND PANCUAATIE P'US ANCIIORS, AS MANUFACTURED By ELCO C0N--RL'-RUTI "Finow,0111110i _ 1/4� * ZAMAC NAILIN ANCHOPS. AS MANUFACTURED 61 DEWALL INC 01%,,��.�­A,-,­ . . 6'-­ *-.. �- ELI) VNIMkOd EMSEUMENT OF TAPCON ANCROK FICO PANCUMATES AND ZAW, NAVN ANCHCA. TITO F14L OW Or- FLORIDA BUILDING CODE (Non High Vol-Ily Hur icane Zo. BLOCK UNIT SCIAL-' BE 1 1/4� z - .. , 9) 02) CALti-04 & SOLID-K7 ANCHORS Sw�LLI BE EMBEDOFO ?/B* INTO 7HE CONCRETE BLOC. UMI- 11 F&. i"Em Nq,44 67 *1 1 - .`toA - 24 GAGE GALVANIZED STEEL STORM PANEL f., - - I _ , ,. — n STUCCO SHALL Or FORM, TIED 1/4- 0-20 SCREWS USED SHALL BE I I /2' I ONG MINIMUM S'WO�Ali J, EXIST` * I - i - . \ ,I "I AND I' MINIMUM FOR WALLS WT,4 NO STUCCO . - --� I , STATE F . �Ig7 � � 111LIECO,mc , GLOBAL PROTECTION PRODUCTS, LLC. .n: !;�� .5�'.. - I - rctfitUt A CtAW.-O 11 YAAT 1. -11 TOIBill , THAI W -��-­ T"To CON w PRErAST CONCREEIT PANELS, STUCCO OR O. BOARDS 01- 10W-A,A3��E "lost E�) IN CASE FRECAST STONE, OF? , ,�-` I. ­� IL �11- � I , A. .. III I - - - = INI. IRTHA . "H', �­ 0AA)m-.1w 20-175 CIURE ffEkIND $UC I.. EXISTINC WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRU PAI'C'Nk,'SSt1Aj�..4" ' ' - -I=- - -1 *I,-,-tYN`Ri­ "k� � � SIAI�..4, ., ANCHORAGE SHALL BE AS MENTIONED IN 9-T) AND N 5.2) SIAI�..4, - -�- ,; - =rr L ­N,I,i";;'-..-+" -L ---E Wu. 1ht I 11 A, E -- �- . - f7T-7=`­- �-�� 1. 4 -------,—.---------- I I --- INSTALLATION DETAILS FOR REGULAR PAt�EL,:1, INTO POURED -.�������� CON RETE POSTING POURED CONCRVE G '=ED _____a`B=C Block OR CONCRETE BLOCK I '� . -k, REQUIRZO. I ��,,, R�QIPASE 1. I 1, - 1. .�r. , CONERM ANC CONCRETE ARCHOTI , , � I , _ _HORS .. . �,.,, I (VE SCHEDULE ON � "I" I. I I- 0 - , DU�C (SEE HE I I,: k ". 1� , , � , : I EXISTING POURED .. "',� - (i) SHEETS 9 THROUGH 10 , ,;� , + � CONCRETE OR I SHEE.75SCH'TI ItO N, , " � -<, , - " J I CONCRETE BLOCK , ,r I I �', ,� - - 11 .11, - �� - 1 - I - ,­ � , - REQUIRED 4) I , r - ., /2. i " ; 11 -,"'I 1/4- t " !-/�!-L­ � ,I/.. - "' vl­ , , � � , I IR :��,: , R11 � � , , -C,­I­r - - � I . "I I . "I - I ' CONCRETE ANCHORS 4,� , ,�,, � I " � ­11 . � I I � :r' I ,SU tA^UUUE � - I I i � I 4 SHLE'S 9 INROUG� ILI i i E C E.6 11 ,, � � ;;� 11 1, : ::: I t ! J! , , I I I bi �7, ­� � , I - , _ _ : . , Q! , i -- Ile '�,��" r , " 1 , I � "' , , I � I �­, _ _ �; �, �, I �, I I �11`,-.,,_,I,.� : � � I I - - , ­ ! ,,&� _ , �� ­� ­-, - - I", I I 11 I 1, ,�-' I ­­ I 11-1 f 1, 11� (111, " ',­�� , -��) ! �-) �--,; " I � I , I . I I i 4 1 i ; r I - 1; IT . - I - -I- I �,,,Ii,�-�&P- . -----. - , x - �! - 'I- I ,/,,��v LL-, �-ig - - � -1. - f 1/0-20�1- � � I I I 0 . � I ; - -1 -1w=, , IT SEPARATION � I ,;%I"; I ; Ex,C FOR � 1 ; � 1 I- - TO CLASS. I TO GLASS. I I I 4,SE1 � I =-.r,,, - i I EXIST) (SEE SCHEDULE I - Lom- 'NO, r-eO 'L' ".. SCHEDULE I � I IT I =9 i I 1 i ON SHEET 3) I ON S.UT 3) . -- � -- " 1 PANEL LENGTH I ; I I I - SCHEDULE -1 111"i IN � I 'L' W.. I I I (SEE 11 *1" M­­ 1- - �, I I �c- � - I - r I PANEL LENGTH I I t, ON SWEET 3) 9 ! PAKFL LENCIN I I � 11 .: I I �, ": I CONCRETE ANCHORS I � 4 I I u I (SEC SCHEDULE I 9 ISEE SCHEDULE , (SEE 5CIA-1m) ON , I - 1� - ­11 3- Ll- ; 1 014 SHEET 3) ej I, � - if ON ENEET 3) � � �t, I I � , I I I I � 7 -I ih`TDIIG1I SHEM 9 , -, I ": I I, I I I 1; 5Ox i : EXIST - CiD , EXIST", � I 11 OF - .=1!4 'L ' I 777�7 " i I MAX I r!AS� L I , I' i So-- 1 1 � ,-1 " !" � � - I - r It ., , I ifS �,", I Or 'L" AY�'. � , I 11 -) � I 11 e m k , 7 �' l, - alk ,�,,�':,, - I -[ :�/,� MAX I I � � , ,w - . � �; - i 2 �, � �) , : , I I � I 11 I t� :� -1 I I � '.� I , I - ­­ � LD, I �. E �, I f I 1: I , 1 . I ; I 2' 1 J , , I � I ,� . - I I --- , I . q !� �') A A451k, . "� � - — FxSTING !OURED '�-J/2- O�c I- - I - I I I­- i - CONCRil' oil ­ : �., 1 - �,�f- i W - - �- - -, ..) I -- 1 wlo' - *AAMCA - 'm CLOCK I - ' �.CPM� ANCI 1, �, I 1. - k "I "" , SUADITA, DR , ­Q= I I , I REQUIRED. !� -ESC EOULE: 0. ----Lj - -- - I - - 11 � 10, - ­q1­-C4- ,/1.-iKN,- SIL .1, ./ Nu� , � - I 4 (S� I , I - - a 1Y ,/e IAC, _, WETS 9 THROUGH TO) , I , - - !� "I, - , ,�. W/ (5) ONLY WHEN SOLID I - ; ,.L rL,gAT, , , I I - . SET & CALK -IN ANCHORS � I LOCATION .1� EXISTING POURED CONCRETE I I 1 4) ARE USED .,.�',/.% WHEN CA CONCRETE BLOCK PANELMATES ALTERNATE CONCRETE.. I�� - �I,j� POORCLI r,,N,-RM CONCRETE ANCHORS ARE USED. REDIRRIED. ANCHORS O- c�,­--r BLOCK SECURED. -�TACGERFD W/ STUD NCE SC ULE ON (SEE SCHEDULE ON HM - I SHEETS 9 THROUGH to) SHEETS 9 THROUGH to) — W-ALL-MQAMRNQ WALL MOUNTING / DIRZa-MQjQ9 SECDON 2 SECTION SCALE ,`t/5-1� SCA41 3/B.I- SCALE �/8-t' 11"H1,11, 71,11,111, .. ... A, .!�41 � . . " ..�, E '�� i,o FLORIDA BUILDING CODE (Non High Velocity Hurricona Zone) ---T---- ------.—vL,-m, - F.P. z : lo.44167 .' I 0AKm,i & = . . = 24 GAGE GALVANIZED STEEL STORM PANEL I = . - - - - i ,�-- i`�-� NDIL . =*� III .* — - - - ED. ­( EDGE DISTANCE STATE OF I --��' /1 rECOm. ' 7� -��'-- - trk?L---=-��­­ 11L ECTION PRODUCTS. LLC, """T" -- UNTI, SEE SCHEDULE ON' TOP & BUT -TOM MOUNIINGS CAN BE S ' --- - N(— MCO 11.1 11 STREST n * '"""um", Go - , � --, �-�` 'ZOFIIO�.- - -- "" ", It , SHEETS 9 & 10) COMBINFO IN ANY WAY TO SUIT ANY �� NAII.. - ---.— ­E. �,14��,/-�' �, , 20 I I � ­­ " ­7�. - -175 - "zZtZ ­-) " H- OKT,,)-­IPItI INWALLATtON. " '16 - " — - A, � I ZA­ mi -3- - - D.*.* ., n , I - It ... .i�.Z� RA ­`UT N .IT " , , . i� - I , I JR11Y . OF le 1 1 -­ - I I-I.- (1) Q) r- u) - F13 (3) -` -0 > -= 0 a) 0 = =3 L- L- -0 (1) CD- = 0 0) 0- 0 L- .it - t-- Cu -0 0- . _6­" (3) a) 5%, M 0 -1.-, U) :t=f 4:11j, " % (1) -0 Q 00 0� -0 _0 UA- = 0 -2 -r- (:L) C�, i- - 4:.4 .0 L- I % a 0 0- C 0 3: 3 cl) = , CP 0 LL — a. .r� r� u- = F- t m ,,- m cc) M 0 > 0 co . L- t.", 6) . (/) a) — ­1­1 0- ,5; % 0 !E u) ,2 `0 ca- � I.:,- .7c� m 0 C3. C LO �- -0 . - U) < r- .� 0 I C> 0- - ,ia I 4 z ; I ----- ­------­--­-­----- ­,­­ r-------------­­--­­--­ -""----,,-,K------��-"--�---�--� -­--­ f'­ --- ­­ ------- -- ---------- --------------­------------ ---------—.------ INSTALLATION DETAILS FOR, REGULAR P ( LNSTALLATION D ­9"UM�- R-­?-ANL ,T, I'-- ­9 --R���) --­-­---------1 -IjAtLS F -- - - -- i;jin - , ---- ----T-9 I -11 I INSTALLATION DETAILS FOR--K,QULA�k-FAK-L,,l-'IN-TQ-WOQD QNOETE -D 0 K tN.1Q-NQQQ-51Rv.Q-� I - - -- INTO POURED CONCRETE OR " -STRUCTURES I I I I I - - �' -- T � t 1: - T, I I I --.------ - ­ � --- SEPARATION : � I� I I I . I � � - - ------ - 11 � � I - - I ALTERNATE CEG AETERIIATE CONCRIETE I "I, I � � WOOD ANCHORS .11 7q ,�- - - 10 GLASS - ­ I f . i I EE LE _INKICHORS LOCATION (SEE SCHEDULE CIN I � I ,� *"��2 1 . I I ti� � SOLT,` - z- - I I , - 1, : ON SHEET 3) 1 1 Z, ""'."o 4'KB* (Mir.) DIETING WOOD ­ - - - LOCATION CONCRETE. ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRETE A - I SHEET I 1) ,I �Ji� - - . . (SEE 51--EDULE ON ON S1,116 A7 � III . 0 I^' OC, 1� ---- �� - -- - � - ,'A'- - - I -), - I - 6 �- Y­RI-T ADEQUACY Or EXISTING WOOD -- --- I - CONCRETE BLOCK 11 . I ,I I -- I � � � I I : I *L" Mo.. Ez .- SHEETS 9 THROUGH I Oj, REWRED. I �, I I � I - � . K' LOCATION Cui,ILRED� -� � ,,, , ,,' -1 , I i I I ISTERED MIN ER DR �- " _ REQUIRED, I I �, 11 ! I I - . ', - � DT= BEAM TO U CIERTIPWO SY - - 'jz - - I - - I . EXI POURED CONCRETE SHEETS 9 THROUGH 101 OR CONCRETE SLOCk I I - � � I - 1w 1" A " BEAM REQUIRED. STRUCTURAL Cn -+-j , I i I - - -- , PANEL LENGTH REG I - -1 -, 1. EDULE ON - ' HIEAJDP�- --' - i, . i / � LST­� - I -OULf. FRILP .0 , I' 'to", (D - EXISTING POURED -- - - E.G. 4 -ATERNATE LEG - .� ­02 WOODANCHORS 11 - , I ARCHITECT P , � SHUTTER . -41­ - � ; . I I (SEE SCML - '. .P i I - I 11 (SEE SCH�-Dut -- - ,� ­/�. RIOUIRED (SEE SCH LE ON j .. INSTALLATION- I 11.11, SHEET . ! I I , I � - --- - I ) i + . � of ----T----, - I SPACER �;,� ?V­�, - , , 11, -- ZSEE Sc*EWL (SEE SCHEDULE ON ---- - a) CONCRETE REOUIRED , � ­1 " T= �, . - 11 , ;, ; ; ,� .� I I -- I -t oN SHEET I ,,,, I . , � � 1 44'.1, H`D` ..HOI - ­­- . -- -1 . ; t; = ) MAX i � i � = --- 1- � SHEET I 1) 1 1 ! - ED -- ED - -,/ �N,,,, 5, -� R/ - I J�� - � - .- I r, - , I f 11� .L. I I I'-*"-. I .% I � 11,11�'111- el . I I I I /- ": I ­ I I ; 1­1 - , , Tem SHEET 11) j I � - - ; I 1/�, �- 1, 1/�. � 41-,i t I 0 ­- - - IAAU"� TV, � . ,C� 1/4 1 TIOI - — ­.- I --.. � T� , IF, - �, I -� - 5 9 , �s �, 2, -f m� /,. ijEDU - SPACEFI-A i I ,I OF . . �� �� ,,X, � I . L--L- j � 2 . INGTH i - I - � � -. ANE-QRS -I, I - 1 1/2* 0 1Z 11W 0 ` (D -C (D SHEET -. I , 4`­� -- SO,, WOR I - Ott WI I I - &* vikoD Ix � m , -I- ,- - , I I -- I/­"INI' - .1 W/ ".1 -z � --I- TI�AX7 , .. , - i — 1 - I I : , I I- I j -!- `c �j j - - I i -- � - 1 - �-, . I WOODRHEADER 'I I - -- ------ - COII CRE-, ANCNDRS . 12 �/2- X , � I - I - I I , � , ,/4 - I - IT - T - I F Sc.fouu: ON , , , '1'1-'%'�-1�11 . I ��: I . 2 11 RECUT ED i I 2' I� Er, I -------- I f I 1- ED -11- 112 1. � (SE' - I I I � Mm - i : � -- pj� uAX_ WOOD HEADER - - . I -- �', ��,-- �-�� , w I �� � --- -- - ��­', I I MI,I. ' � � I --i- - ----- =-1CF71�­ -"-- . �- .- ­ I . i -- - ------ I I I 411 - � I i I - : - _:t i I -- ELD, i 11 ;� ED I I - I C REQUIRED "I'' 1-1 �',', - I I �, . 6 -� - 8" I - % ; � - --- - " - : 1 �,z - � 1, , I I- 7 --- - I I - ", L, - I I -,- , i wi�'-.. , i: SHEETS 9 �RGLIGH 10) I . I" ", I i , - -1 11 - �, I I EXI IT (��-- i ; E.D� , ", %'�� ,.O I 'I: M.. � D - I I .-­11-­j--- ­- GLASS �1 WOOD ANCHORS I I , -4--j I � L �'��"'��,�; , " I - 1 ­­. � I � I 0 I" VAX. LONG ALUMINUM SPACERS a v2 1/2' I I i - , - ; ,,;� I PANEL LENGTH . I I I I E,D. ' ;�P+' i i �5`/- �- � - , �', , (SEE SCHEDIAE : : i I I � (SEE SCHEDULE 6 I" c r . : SX`-1!N­1;, � (i'�11 ,,�,�� f ( i t '- I I ON SH,EEEN�6 i OC, (SEE TABLE #1 ON SHEET IT,) I i SHEET I 1) 1 =:5 Cz GLAS I - . - - I miri� I I W" 1 ( , . SEE NOTE -' BELOW DOT LIMITATIONS VCR i i:� - : kj, - : � j) 1, - 1, j) SrPARAnoC1 ON 5KEET5 I tv SCHEDULE IL SCHEDULE -vm 4 0 v . I - � I � -� 1 ,�, � ON to CLASS 'S"', ="SSU, , I SHF I I SCHEDULE " - � I 7:riiSECAR 11 " I ON SHEET 3) L, T, 34 � z 1 ON SHEET 3) . Sul SCMEDULZ ON - I 01" SHE6 3) , I I ! �,.--- L -� : 1. X/�,�­,,,� , M�� t I - I 1 1/2, LITIC Sm I TO - (1) I 0 i I C, ,,. 75-CHEDULZ 10 CLASS - I UA�` I a , � 1 IIL � I ]i %�, I .'' .,, � I SEPARATION AA. ! i If PA IS i U � > �1' aw I -- "I . is PANEL t.rNGIR I I IS NE, LETIC111 I : i Ii : I i (SCF SCHEDULE I I F I A, Xr �- - SPACER I t PLUS (SEE SCHEDULE ON STEET I,) Al . W. I - ,'­ KHFIA.ItE ON SHEET 3) - I I WAA , - - 11 2 I I - I I" TTMr I v w­ SHE I X , t I. � a', ! I , I 1% - B,NTL L- 9 I - A A Oxx �, A.0 i [ I i ON SJ4[CT 3) I , � 11 " - I I --PANEL WE FEMALE to OR PANEL MATE I ,��i�o "L t - SEPARAION TO GLASS. : 0 t -,! A - - - "' 'A ,� 4 1 I .-I. ;.1­0 i i", EI & ,,, a I PANEL LDV17H I . E7 3) %, me.. I, , it t I I r. . � � � (U,F - emom ,� IT I 4� .A' , I I ! -,�, I LOACH - 71�el � . 10 i 14, - NNO. �.. 7-n ,v I, MD, I 11 I I � I � .V`.'ii- PANEL LENCII t - -- "L U - - I ' , I sc � L - - - -- (SEE SCHEDULE 0- I � I A (SEE SCHED LE t AT I � � =R=41 PANEL LENGTH i �,, I' i I I � (ARC I I 11 3) 1 1 1 (SEE SCHEDULE "'S"NI; �m - -; -1 - 2"And' WOOD I i I AN LENGTH -. ' ON SHEET 3) SEPARATION V I I ON SHEET ON SHEEr 3) -1 I I ! , ! i ��c - msnqG 0 GLASS. � HEDULE Lo We EXIIN,q 1, -11, . -; I ExiStoo; �, GLASS ­4 1 PAR'S"ON I " ( EL - I I -7 T SS 11 I .. ,-(SEE SCHEVULE ­ I I I_ ---" - � ON SHm .3) 1 _, 0 GLA-. . , D1 .. I---- ­ -­ A -1 ­1 I I" -- - Z 2ACER #A- I- . - ,,I I � , - PLATE REOUREi I - j � L7 , 11 I , CLASS I =1 , DL I I ',�­L­11 o ON SHEET 3) -01 ,- ­[r ­1 � � � VSEE SCHED L S -,- =-- -­ i ­ -- - --I -- I I ,,, 1 i i DIR I � '.'- , I I SHEET ULE : I , 509 r 1�. I I - I . - I A I w 3) ,I -I k- * I I -) I - - - - �, .- I , I 1 ,4 .o - - � I , -�) " '. 1, , I - ­ -.--I- -- - 1 7,T : - � - i 1- I �-, " 0,509 TI ON : i OF 'L, -� - ---- .. r : - 4-&Jk� ALIERNATIVE 2W' I : 1 (� I < I :,�,- � i , - - .. SCALE 3/0-l' ` I L' l , MAX, I I 11 - ! 1 mm. [ 'I-) .I- I � i I - I .- T T toz �1-.` MAX4 11 4 7T I � 4�0 i I - i i C, v . �, 11 � , 11 :: � 0 12 t/2' O.C. SEE .ABLE #1 ON SHEET 11 FGR MAX, PANEL LMIHS A, T i E,D -, ., - .. : I -L �� VAX A-5.0 DESIGN LOADS FOR THIS INSTALLATION. ! - 1w ! � � k I I : SPACEF1 i 5. I i i : -1� I : 0 -1 I . I. .1 - LENGTH so �. . , I I I I I .'. �:-11�11 I I 1 i, I � * 12 1/2' 0.11 I . I 11. MAX t - 0 I I il�-- - - - . ­­ ;. 1, 11 I I I I . A : Ytt.0 , - �-*- I I I 11 C4) Fit - : I I- I ---- � Sm .1 11@ 0 - � -t I , I . I a) � L 1. I i/2' Uc. -1 , L I f 4-, 1 j .1 I I F *L' I I I I '4), I I--.-. 14� - " I I I III -1 I � - I ' I I . I'll , 0 12 112- O.0 ; I .� V-1 I i - ---I, - I �,� � - .i,w Ev bm� � ­,j---=--------: -- �� ": ­ � I I ­- ---,- ­," - - -----------------------­­- I NO FINSH tin ; I -1 I =3 -- ----- - I I OWE bo I , *�c - - � I I A I I I. " � -0 , -� . � IT 1/.1 0. 1, , ­­­­ - , � I 11 i F - � r, I A RE ­ � � I - I L--- 0 V CONCBSTE AWHORS " � CONCRETIE ANI I E�, ALL I - . - - i- f I I- Ql�-�,-.- I I, , I - - ­ - I i I I � � : r � - 7- 1 C I : I I � --- I ; 3 5TAGGERIED W/ STUD ; , ---;-� . I (SEE SCHE , m- - I I N WOOD, ANCHORS - i i EXISTING POUREL -out��t . (SEE SCHEDULE ON ­ . - - I - I '. , - C41 , -? - - I . I * * 11cm - ; SHE-1-1 9 THROUGH �o I � 141 , -==*�- - - - - i i . - - -,E 011E 11­,j 4 SHEETS 9 TOUGH 10) 4 2 1/8" LONG MAX. ALUMINUM , L - I --,---- - , ALL DaCN AND PAW], I -­­--- 11.,­-.----- , � I 2'.A� WOW PLATE- :_ , � � L- `,, EXISTING POURED CO%fALTF LENGTNS PER SHEET 3, � i � I I R 1� I YPOW ANCHQRS 11 2 . .4, Av�,oD I , (SEE SCHEOU I , 1 BLOCK - - � � i I rimy NWATOC ON V#w III. � P _ CONCRETE ANCHORS . ': . :�, REQUIRED. I I 4) � *NaL I w MEAN No, ROGHT (THIS IS A RESTRcnw FROM AN, I WOOD ANCHORS I !I I LE ON ,. ... DR CONCRETE BLOCK OR CONCRETE - EOUIRM __ i, � I , , ArCUMEE) f WOOD ANCHORS � � � � I � J I � : SHEET It) m 0- r,g � . I , - 7 le,' , � �j �; MAX LOW, ALUMINUM SPACERS 0 PLATE PF,��IjiiZE',) I � i4w, wAmmok To clAss ­cATED : I I I wum ROONT CuRA, � (SEE SCNEOULC (IN I ERECTS 9 TRROUCI� 10) - L , /2- 0 C. (SEE TABLE #1 ON , . ,. ­ - - , (SEE SCHEDULE ON , Z'­ , ACOD "-- I 1 nl: , -STAGGERED W1 STUD WECT 3 MAY BE REI TO ,/4' � 1 (2) ANCOOR" WRO Cm wwomm 0 WATE FEMALE ID OR I SHEET, 1 1) I � j ; PANEL W-1 POIS) STIALL BE WAM.."WA, 11 a I/,- DO, 11 I I , S.Htm B & ,O) I (SEE SCHEDULE ON � Ujog, ,,S Ike FOLUMAID CINDMORTs Mr. � , i , I i j �t.AT, RrOulno VNNZI - -- U-,A�T-`-�' C­ "COURE. - COMORE , Of WALL OR SIAS . , � I j . � I ", " i W.I SA )AP BE I Ilr LONG IP : I REQUIRM W T� CONDITION) ." ,� L , J� SPACERS 0 =4' D.C. VALjD FOR I I I I � t I �` 0 ­ , I '� � i � ­ - WOOD !�� � , sj z; t I I r:., EXISTING POURED CONCRETE - I- - - 'I -%F�_; (SEE SCHEDULE ON � r 1 Z�u - "FE7 1 1) : (1) f-STALLATAI. * � To A ON, FODAT a'ALLmeis MR w-q- 1 11 , I- , , 11 I - I L SHEET 'IN � (THIS 6 A RESTRICTION FROM 11 1/2 0-0 SPACING m-LOWID, M 1 - 21 MITI - - ­1 ­ - , ­1 " 0 a) I : I L SKOU O)- � I . . . . . ­ - - i � U) wXTuRw Aim DMIGN HI I I,) I I I m1c IS, +W, -06 P.J . ukx 21 CACO RATIO. ln,ni m ltiom, To I U) I I � ve�N -1W-QBLm9-vNIft49 8=1=01-momNim WALL MOUNTIN"IRECT MOUNT WZ5PA 5-�9 i I i DIAS IS A eXSTRCT>N FROM tWER PANEL LDK,�S ALLOWED TAN 1 � S P UB i "'MARA" " , I SCAQOUAC Stw I,) 84* AT ANY DPMNO LPjjQtj- 4 SECTION 5 =9" Ill WXY1,140 S� -.4 L�Pi II WALI- I �,-A F ','t,� 1' SCAIJI 3/B-1- SCALE �/8­- 11. I MOUNTING / DIRECT MOUNT i . I I EIUNG AND ELQOR MOUNTING ffhIfz " m ALTIRNAM-2W I (.1 I in ,m %wm cum,owx; 19A SKILL BE ,IS NOWATED ON WALL--M-9,VN XNCOT 2. of I l ALTERNATIVE 3W ALTERNAM-AW T-ING 43, .1mw Pimu. NI is ONLY i �'AI­r 3,'S-I- i F�WSTAUATTON , 1/2' L SPACER ON ITS ONLY "N MND zogm 1. ARG 3 . S12ALF 3/S-I- m I 'TANT AN EXISTING WOOD nv.w WALL -- , I L. L-H,D, , DEFERRED "' "B" � 11, ...... SCALE �/5=1- ERNATIVE 1W � I I L NNIiARD ANT, THE 2M (M EDUIOR) OF THE rloteo,, I SCALE 3/8-1 - I.) FRIBALIxtIoN mm ONLY TOR WND � BULIKIK, CODE i 0*111*7 r/4�`,', ZONES I, 7 . 3 - ASBAT E i ,,Pk"14�1111 i ! i -i�,�, /,� % ", I i 110, , - I It ...... -S ,,"AWl""""", ..--.-.--- ---� T1 -.----- - -­­--­­--------, -- LLJ ,,,­;��Iik , 14e '!,, ,­ " p i� -- 17 i , I , � = , "k 0; - ...... /..� !, 1 1413TES, z `�, S /.,� ........ "' '-. I/ ,� I I T ," - ` 44167 . . :5 . . \,\r- Ns,'-%. ! I - Nom 14�--`�\CENS.' -PS. FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) I : = .: No. . = .. FLORIDA BUILDING CODE (Non High Velocity Hur Icons Zone)l - .1 - ,1� '-. - 1-- I I , lNr,ALLAnON ARE ONLY VALID FOR MAX, A S�D I = III v . - - FLORIDA BUILDING CODE (Non High Velocity Hu carms Zon*), I - . :*E ."m III - 11. < � at,00 -, - - I , INSTALLATION ARE ONLY VALID FOR kW, kSD. i � , - - : lj� 44 [Of '� = li 24 GAGE GALVANIZED STEEL STORM PANEL Nm ' - DESIGN PRESSURE I , -EDR I TOP & BOTTOM MOUNTINGS, CAN BE RATING (D.s.1) AND PANF-J LENGTHS 24 GAGE GALVANIZED ME STORM PANEL -CPmwNALgj"f­$ECj=: :; . No. 44167 . = � `,IEw. - 24 GAGE GALVANIZED STEEL S70RIA PANEL I "'R,. I �­o STATE OF .-*,,7 4F - W, , = I - - ---- - .1.1 I - - = * , . . OP,,v,,i s, DESIGN PRESSURE RATING (pRt-f) AND PANEL LENGTHS = � . DR- 1� Ofte'I I = . -- . - = : - i COMBINED IN ANY WAY TO SUIT ANY AS PER , -P,., . - � * :*E I - -- - - - - x * - - SCHEDULES ON SHEET 3 0, - = � I � /1-2. TOP & BDTTOM MOUNTNGS CAN BE AS PER SCHEDULES 0-4 SHEET 3 (EXCEPT FOR = v/2,12.. INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD - / 0/27/2"'Re STATE 0�-�� . \ G -2 � -'O' STATE Or-�--- ' ' GLOBAL PROTECTION PRODUCTS, LLC. , I .. �'� �L . , - / 11LIECO.. � GLOBAL PROTECTION PRODUCTS. LLC. ,,WI E�DI - EDGE DISTANCE ... ­ - -- � , , . 11 LOBAL PROTECTION - - COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 'kh') � �;��- A, �­::�.� I.. � IL ECOimc- � I WEIA13ERS TO BE SOUTHERN PINE No 2, W/ SPECJF�C C (SEE SCHEDUt­F 1� 1 -116 C - -. 011)) - !, ITRECT -1�1 �/— � 20-175 i` � - - , �6- JI!�fg&cpmwll&TJQN-Qf-5x�c�� I - PRODUCTS, LLC. " I 1* Lsi�� -- -'IORV� ... (C , * -�, - ON TOP & BOTTOM MOUNTINGS CAN BE � .4-4------ / 71 L ow T. 11 ORM - INSTALLATION, - 6 I .6 1.0. FINQ COMPANY I'm S., 51 SOTED, — � I DENSITY OF 0.55 OR EQUAL. ---Z , TILLI MI.0 & E.OINEFINNG CON 04��. IL I.Vill 2, FOR NEW W03D ­RAk Qmur� f1p 14. - - - . . AR, - � I, ... , WNN .11 = ) 20-175 F ME CONSTRUCTION; WOOD ... -1, IONCL DAR"-`fw-, --i`iq5')Aee­TDV 20-175 -1=-V-.1�tZ -_I=:-_, 11 . m-)=n�s� -�11.1"., INSTALLATION, 'NA-IfINAT - All "-��- -�"-* ,V�A-I-­ 7.�. Im: Itt')MI70 70 I SOUTHERN PINE No 2, W/ SPECIFIC "I" a I V, � ........ .... �- . SHEETS 9 & tD', COMBINED IN ANY WAY TO SUIT ANY I �. I, , Z;111" - V-P ­Kt,i. - � I.. - I., -1 .111-1 — vi -�r 10%!" ,4 - . MEMBER � ... I , � / -- — - � . . . .. - DAII,IIRO � - - -1 "A"'S N` OENSOYSO� 0,55 OR EOUAL� -�-Z/D�--- C,-O%wi,, I. !L* L -1mm - PC. SWWWRIATURE/OATE �. 2! I i ! - i-1 — i � -- -=. 1-1 0- --.L— 14,14" .!;�; - - - ­L--!�- I --- I m TI Ot A ---I 1 iitiimri , w " j I ­­ - NAOUI & TCIR A- III , . - .. *kT.,R I al�, ti;111111 F=9 : i I ---,­­----- --­­-, — ag2ft Lk — --- ... 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OR �H` ALLO, I ./AC-NuT C-t A- ANGLE I I CASE A (PLAJN CASE 8 (PLAN) CASE Q (PLAN) i i SCALE 1/4-�I- SCAL_ '/A--]- SCALE I/e-I_ SCALE 1/4'-I" I .-� - -- r- � . I SOUD-SET 04 CAU`_fN ," PMEI.NATE 0 - " K 1 14 OR 0 ODNDfVE, TYW AT 0 AND � Mw , =EET Ir�o� k, 1-',,� , - - 4 3 BLOCK ,� W ON : AKNEIMATE PLUS 159 111. =-=I'- -�,-, I 11 ) , U4 fj� � - � 11, s�, ME ON ta (NN., 0 - VARIES \1 rpm, WOOD SCREW - . 0 1 r.e 00011 F"Ne' ,-,�, -S, M.-i 04 & (p REQUIRED, I AS APP`UFCAQfApEjNBC � I 10 O, "� `�- , , ! 1 ­1 or ING' ) I'll � REBURIED ­ - 1, I I . - povw CONCRETE commm - .-I '�A�L��� , 11 '� I - i, "'I" - ��.. . I I T) I 11 aLocx OR 21.4, w000 nKAmE j j - � � � 't I REDUROO � . � � , � �-, I " �, 1A, �a I _�_ �' ,, 1, 1, , ��aL� I t-- -4 �(J) ORI ,,- � . . . . . I � __ , �� 1, O� ,,, I ' " L - - , , I -", �,I)Rm VAMEMS I 0 _� ,�- S' %I-, � _____� % 'rm PARQla TO I INEVCP CLIT I 1AI I COD PANrQ I - - I - A - 9 D� DISTANCE 1- 7�7 , . I ! 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A�yw� n, �w __ . - R""I'" 1 4 / � ow RP, -a -a-F-1-71- MINE, (064)M-1$01 I" (§mRa;­`UQ7 20-175 ... � I C,00001. - ., -, I - �, . _­­� DRO%`Q_ IN" "X SEAi�1somIUAC"mt ,wNJER A� TAUT 0, PE , :::::::�� . � EAM I% I mmi, �,��������,���,l��,��]��1,�,�,��11,11111,11,�����i��� 11[ I R� " D, . ------- ___ . MAXWMAL-AR5,12. QESIgN PRESSURE ING 6a.s.f.) AND ORREMONDINQ MAXIMUM ANCHQR SPACINQ STORM PANEL (TIINSTAL"NS INIQ WOOD 51RUCTURES (VAUD ONLY FOR PAINIEL(DiNsTALLATiONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. A_$.O, MAXIMUM ANCHORS SPACING FOR E,O, - AS SHOWN ON SHEETS 0 & 7 APPLICABLE , kWjMVM DESIGN PRESSURE RATIN ALTEMAIT,M ANY CU 91144TION PANEL LENGTH . L. - I - SCREW PANRMATE PANELMATE WOOO WSHM (P-IG . I. . OF THEM (ft') - 13- 137 137 1 W (TOP) ___13:__ 13* _____13:___ IS. ____ 17-- ­73� 13- Is (60"awl __ 6 1/2- - - 6 1/_2_:1___ 6 1/2. 6 1/2- __ Ilr 2W (TOP) - _ ------- - __ ___ 6 Ile __ Iz I/2, ---!- 6 Ile 2w (BOTT.) 5.-O. � ---�-�.-�--l-��l------.---------,----- !�__ 1. - ------ , ------- ­ -�- OR LESS HI�J -,--. '. ___ - - - - ' ' )I - __ - __ _,__a- -j;�­-- -----7j;--- 1_____IS:___ !�:______ _._____­_______­.__ 13- 13, - ___6E_-_ . ,. ". _ T-3- - - � - � � �'_77_ ___,______________ 13* 13' . - - - 1 I 4W (BOTTOU) ,45, -45 ------ 13, ---,--- 13, OR LESS 13, - 11" 13* I, ,/2. 'w (TOP) - - _____��a _,__i3r___ - _13- - -L,3: __ 13-.-..,- _____ f__ IN (BOTTOM) i� _1/F___ ­--i-1-12- - ___ T �/� ­ a Ilr ­ --- 6 1/2- __ 2W (TOP) - .---- ­_ - _­­­­ - - ­­­_ 6 Ile I------- 12 1/2' - 6 I, KJ �(�!� >5 .-O . __ ,�____­__ , W e _­________ 5 1/2- ­ _____ ­ - LIM �TOP) To 14'-4- _i_T/_r, ---;,- - " - - 7_ _ __j_j/�:_ _ _ - 3W (WITUMI _ _11:t , __,: 12, _­-2- ___ 12, __ 4 �W__ ". (TOP) F__!O__V1� Ir -I-,-- -t - --��--J---,-3�­J:­T�I-e :.W­i::_L____j r;_iE- E TARE #1 FOR MAX. kS.D. DESIGN LOAM & MAX. PANEL LENGTHS I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON S14M 6 !!=- IS MAX, A.S101 _____ MAXIMUM ANCHORS SPACING FOR F-D. - AS SHOWN ON SHEETS a AIR 7 ----.. APPUCQLZ MAXIMUM DESIGN PRESSURE TO ALTERNATNIE� PANEL LENGTH _____ - - _____­_ - - I - RATING TAPCQN LAG SCREW PANELMAME FEMALE 10 PANELVATE PLUS WOOD EKJSNING & w*.";N *L* (P-cf,) OF THEM (ft.) 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DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS I USED, CORRESPONDING ONLY TO ALTERNATE 2W` ON SHEET 6 I JABIX 41 A ' A.S.D. DIES" LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS I.-B. > 40 PSF TO 50 PSF — V-2. 1 > 50 PSF TO 60 PSF 570. 1 6 MAX, PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W1 PANEL MATE _F�MALE ID OR PANEL MATE PLUS ANCHORS & W/ �93 EThp"Ij!�,,;Ja 1/2. O.C, IHEALWIO-N QETAIL5 FOR LIF-E SAFEJX PANEL nj INJO POURED CQNCRETE OR CQNCREIE BLOCK 51BUQIURES 1/4-0 TAPCON EXISTING P RED 1/4-0 TAPCON, -_ -, --- � I - ou , COW POURED ANCHOR 4 V O_C� _�,,,�, CONCRETE OR ANCHOR 0 9' GO I _-, ETE OR , CONCRETE OLD" �,,j,� 1� CONCRETE BLOCK _ � _�'111_4_ REOURED. , /,.;�, REOUIRED. - � � , " � 'i �' 14, 4) "I ;; 1 2) ._� I .. , . .. " ��, � 11 . -C ` � 1. I I ­.- �:. - I - �� I 1 /V , 1/4, 1 r---- 4A� 1/4, 1 I'll � -- , "I 'MA.: __ , - - - PANX - I ..... -, I .- I I :""- - : - I F D_- ,� I I DO 5 1 - -, I i " , I I EXISTINIf POORE - V E,O** CONCRETE OR CONCRETE ELM REOIRED , I/e# PARELMOIE ��V,S - , ANCHOR 0 12 1/2 O.0 CON, NNS, N - r-al) , ` * V­ � - PANEL tEHOTH (SEE ELEVATION ON SHH� 12) � � �i) L/2 I I I I i I 11 01 : �Dfqr - , " ��, , - ! - _! ft- 19MMLS SEE SICm I� a to to ANCHORS TYPE A IpAcm FOR MYAU,ATK*S INTO WOOD FRUIE BUCORICS WOR LIM ANCHOR SPAC�M AND WWAILIU COX DISTANCE ME INDICATEO ON THiS SCHMOLL VCR F 0, LESS THAN *QICATEB 0 -SCHEDULE REDUOL ANCHOR SPACWc IA MMTfPL"M SPACING SHOWN of V-NEW-1 By TIM POLLOWINC FACTOW. FOR D46 OPFRATION -,O HE POSS431, REMJCED SPACING ORTNNED U 'ACTOR SHALL HOT BE LESS THAN MWAUW SPACING, INDICATED FOR EACH ANCHOR tIn ON THni SCHEDULE. i/4:1-- 1/4*. MCI= TARE I UPOW _Pw1EIJw_lf_ - ARCROR SPOCINS (.3 - C .t '­ __ , 3 .- -9.4 I o`) , � 31/2 Amum. mom mynxim FACM I ,/2- � .. � "" - - - - _ , I 2'11r_ __ _ ­ O�H - - - - ­ ---.I-.,- r . ____ - __ - - -­ Q� 1-1 - ­1 ,.,.- - - __ � 3 ,/2 , . - - I C E 'u. r=0111:10V CONCRETE MOCR REOUREIL 1/1 =4=1111:, W&m"pm i i .1, �01 , IF - i',-'.�- ,�,� � I 1" I , I I I ILI MAY- : I ; 6' PANEL LENGTH I (SEE ELEVATION � I ON SHUT 12) I", - 1 -1 1 1 ­1 -----A, V_ -1 I I11. I � C, +� 1 I 6, I I I 0 -) .- - ;;, ( �_, I I .2, * I ­__ -1, � .. I R=a � � MAXIMU IGN pRE:jw,aEJmmG -0 , �_ AXIMUM AN!:HQR SPACINO SCHE= F 8 REGULM S,T 1,�l!:::, i1i [(��� _QRNI PANEL INSTAL I)l 5, Id � i (VAUD ONLY FOR PANEL@ INSTALLATIONS AS PER SEC 11ONS I THRU 6, ON SHEETS 4 dc 5) NO, A.5.1), DESIGN PRESSURE RATING (P..0 ') MQUMUM A14CHORS SPACING FOR MIN E.G. PER SCNmLE BELOW * �= f At ANY M."Iwo up= 'L� (It4) MAX, A-5.0 DESIGN ' PRESSURE RATING (P�0.) 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A IS' S I/r_ 9 1/2" 5 1/2' T3` 5 1/2* I >V-07 To 9`6' - "' _23- 13; IS- I .,- U!i- Is, - r - - '-i; 5- _i:_,_!i_. 7' - 2- 13- 13- __ 13- ID 1/2- - - 13' - Ir- 1�_._ 1� 13- 4 .*,* . 1 " -13- , _j . - 7- -i-1;1_2 __�7/_2 k ,,� -a__T_'__ ___-�_ �,� 'r ; a 112 I Ir ' 9 1/2 10 1/217 1/2 1/2 5 1/2 - ___ 1 iT2+'i 1/2 10 1/217 1/2 13. 13, 13 - -3 ____ ,!� V - 4 1/2' 6 1/2 - -8-1/_2 __ 6L _(8CT2n) 2 OCR) IT ) 2 ( T so ON, _f_(T_0P�__ ____ 13* _!i�,_ 7 1/2' _ i3' _1�:_ 13, -.L-3: 13, -1/2 to- it- j 1 I�T 1 (BOTTOM) ____ I __!_,� ir ­ a. -i-1727 -_ tr _!�q _ 13, ir - -1 3y- 8 !/2- I, —W _Lx ___10 ir -;F- -L- & 1/2- -TO- -- 9 1/2- ___,­_­�,� _.!�_ 6 1/2- �!_ __13�_ 13' t Ilr fir 2 �TOP) (OOTTO,A) 13' - - - - T �lr ­�._ - 13* __ ,3. 7 lIr - ___-_!I 3- ­ _ - ---. a 11r __ 8 Ile - ,3" -.-I- 1/2_T71�2"� _ 8- 9* 13' __ wr ". I �:_ - . - - - Ia� 13, - __`�:_ ':± _IL __r_ . 5 ____ ,a---- tal __!O�_ 11,:��12 _ e __ - _w -_ � to* 13- _ 1/1'12 it' __ a . - 13 - - It' __ 1 To- �lr _ _� - __ - -_ to' ". - - _121�_ � - __ 4 - 1/2- 5 17i� it' . - _:i- .: I ii� I ��_ I - 3 1/2- - - I 8, &� -13L - _i3L_i_1/_2' 5 I/e 6 112' - 7 1/2 - ". 13 �i.:_ -.,- _t 13, I , - 6 I/e __ -- 3* - - - 5 1 /2- - __ 1/2- � ___ B , Lg?!)_ 3 (BOTTOM) - 4 (TOP) 4 (HOTTON) 5 (TOP) - 5 (wrom) - - _�___ - '. - r ------- _ 12 1/2-12 8. _ 1/2' __ ___ 5 1/2' - r,'-' , I/ . 5 'IV __t __ - T. 7' - 6 Ile _ 3 1/2' - �2 �112-16 :t-j S' 4- __ ___- ____T , - _____ __ 4 1/2't 3- - _­ 6 1 /e - - �!_11VI-_-3, 6_!�!1L_mmu) 4 (TOP) ­ '. �TFI-;;-, - - - a. -T3;-1,- _F_ IF 0, B. ­1 , IS. 13- . . - o 2' I/ I If-w a' 1 - W ji I - i� I/ --- 10 1/2't 1 1/2" !_Lg_�_-- '3' . ;T- t__(-_� & (Top) _! I I'_ ;1 Ttj/7, i; �:�Ti,-,F 1 77;7� 6 �� TTOM) I I- iz_ I . io _'_ , 6 I/ ' ' ! � - _ 1 7' � 1--z ur I -.-.. - IK2 �15 I/ - I 4�-� 4 _Tc_ - !. (TOP) ___ ___j L_ ---F-A- 3' - ­ I r__ --i:--- --Tj;- -i-T/2- 7j;7- - a I/r i I/ I 6 2" -_ , , . A� - 1/2' 5 (TOP) - YI1 I I 1 j4j L � , 2 . ,/e 15 ,/4 .n - I - ,�_ - � - , - , _1��:. a 1/4- _ 6 (gam-) -j-_ d � _!�_h - 6 - 1/4 ____ 8 1/4- __ 15 t/e - 6 )/4' e - - ,, - - IS wi--# Is 1/� I/"- - Wk-) ____ Sa SHEET 11 CON ANCHORS TYPE 41 SPACING FOR whLATORS wo vow nt" amaxwmm . MONILAC ANCHOR $PACOWS AND WINUUM EVOL MOAKE W INDICATED 04 TIOS SCREDULE FOR ED LICBS THAN iftbICKIM ON SCHEDULE REDUCE ANCHOR SPACOOM VC NIUMPLYWO %P,AC" SAO" ON SCREOLAS W THE FOLLOWING W,TC1CR, FOR THRS OPOOTION To BE POSPURLO REDUCED SPACkND MA04ED M40 FACTOR WALL NCO K LESS TO" AWRAAA SPAD04; ROCATED FOR EACH ANCHOR rME ON THIS SCREWU I/e. I/ !�,_ t/-�. 1/4'. Ifiv. ,/4*. ANDIM TYPF - ­ - . ­Oi�__­��___ ;�ow;-mi-wum -_ - Ulm. "011w mm i �_ - b"NOWUM �HDR SPACING (II.) 5 I a -2 ,/2- - 2 112 - Nummmumm" ��(111 3 ,I 'Ir I am"Ama, xv.) kamoRox am O,j ___L_ 3 7-"-. - ACTIVIL MIX-ONTANCE (E.D.) .!I I - ____Iyr _ _ _ -Pm _.__�____ __ _,__� - - , - , . C 'Ir -1 �_ ,_ I No - - - ----- ----,"- - __ - a. - -i,ja - -1 - __ - ___ - - .. - , __it;� __ - � _- - __ar - S" - I - _O� �;�_ - . . ,Do -..-- _-, - � - SPACINIGS ONLY VAUD M IS USED, SEE J1 I S= WPAjNQ_ M i WHEN SPACER USE I r_ DESIGN LOADS & VAX, r __ IW fill A A_&D. DESIGN LDAD ' � JAMMUM PANEL LENGTH 40 Pgf� OR LESS - 61-13. > 40 PSF TO 50 PSF 6*-2* . I- - "" > 5ORSE-TO so PSF � 5'_10" A MAX. PANEL LENGTHS ARE ON§ VALID FOR INSTALLATIONS W1 SOLID SE7 ANCHORS & W1 SPACER AT 12 1/2- O.C� - - - . - -- __ _ --- ---AVCHORS (SEE SECTIONS & ALTERNATIVES OR SHEETS 13. 14� 15 8,161---- , - ------------- - - - . ; 3- MAX, R-IIA/13, R-2A/13, R-3A/14. R-1B/13. R-20/13, R-38/14, !� MAX, � I- uw- *R-IAW/15, 9-2AW/15. R-30/16, R-IBW/15. R-28W/15, R-30W/16. I � MIN. I D.M..(�� I � - __.— __ . , — , - - 1-1-1 I I 1. - ­­­ .... �­ - I—— - � .11�---------,--,.-----,�---,----.,-,.,�. I - ----------- _­_____________ ­__ _­ � - (�) 0, (i5 I , I ; 0 . 0 0 0 0 0 �) 6 1 , % � - r___,______ __ , � - ____T ___ -------- ------, I ------- __� 4 , ___"_,__1__­ "____r---! ------ I----, - 7 ____1 ----- ---- -7-- I- -- ­----f---7--, ! I i i � I 1 I � 1 , I I 1 1 1 1 i i ! �, � � I i I I I I � I i I i I i ; , I I I I I I � I I I i I l� I I I 1 1 1 I 1 i � I � i 5 I I � I I '! i � I 1 ; i 01 2 I'� I 1 , ': 1 c i I i I I � I I , , 1 1 1 ! 1 L I � � I i I I - _1 . . . �. ___­!` , I , : . � I I I I I I I . I I I � 1 t/4-41-20W S-S, BOLTS i"o I : I I I � � v � I I .�, � � E MAX� � . - (USE FOR ISANEI LENGTH , \ � . I . I � OVER 7'-s-) � ,� . � I I : I I PANEL LENGFTH I � 11) I I c . (D / I . , I � � � REGULAR SMW PANEL � I � 1 REGULAR STORM PANEL I 0'-S' 0 +40.0. -40.0 p.s.f, I � I . I / � 'i � (W/ OVERLAP MR) PAWL LENGTH BOLT) � � � I k 101 4- I I I ---- ------- � . - - -7 - - -1 - ----- �­ --------- I ............... . � I I � .d( -------- I . i I I I I LIFE SAFETY STORM PANEL I � . 7'-S' 0 150.0. --S,LQ p�r, . � � : I I � � . , , - - LL I - . - � . - (W/O OVERLAP NBC, PANEL umm lum) __ . I - I I 71- I 11 - k - - ,F--T I - - � I I , . I A' � , I L I I -1 I I 7,1AP, I � L � _ 1 - [ I - ' 1 ,;;:�A USE 2'--B' MIN. PANEL LENGTH I 1 ��5� `�­ 1 " I . �0_ ! , 1/4'0-20.1' ,�� -, - - � - L ' - -_ ­ � - - - I L - III- - __j I � - � . ! S.S. aw � ,�� AT ALL MOUNT#XOS ' . z _, 1 � , AT EA LP I : - 7��, 1 1 --�­ I ! I i � i I I _� I I I I i _] I- ­ ­ - ---- -- � L -- ­ I ---- - -- � --­ -­­��' � 11 , . 11 -11, . ,_1­____­ ­ - I----- _­ - - . - ,--- ,L_ I, I J. I ­ -, ­ - -- � - " ­ ­ ­­ . , , - I --- I L - I -�%------ _______­ - . .", I 11 � I I 71­­�, I I I - 7- - -_ - � ' ' - -__ __ I : , ____ - , L/2 j: 1i : '. . ' , I . I � : I 1� i I i � � - - ­_ _t ... I - I 1-1 � 'L _-, 1, - i . i 4�' , I � ; f : I - - [­ I L 1- I I I I I,,,.:_ __ , . - ­­ I ­­­­ i I �. �� . ...... , � .­' '.'L 1� � "-.'L-'------ I ,,--,'I- I—— .�­_. I.- - -11 I __1 1, _ .- __11_1 ­_­1 : �­� - 11 I I I ... _ ­ �-­­ - "--- ­- ­_­ , -_ . " ­ I . I 1- ' ­­­ ­_­ ­­_____1­­_ -----,-- - - ----,-- ­-1-1-1- 1---i-1111-1 !, L I I I . � I , I �z L. - I J1 � I � _­ ----- , , �­ ---- - ­,,­ - , - _j_ �_ � - , - --- - -- ,I --------- � ---- ---- � --------- - '. 1 ,(2)- Nuffck-6� -AT-s-auq-­ --- I I ; I I � , I , � ; I - LOCATION 0 LIFE SAFM_ ­­ I _F L I . I PANEL ZZOM CORNERS t­_ ;i � 0 � I �� �, , H I I I , i I I i . �� I 11 1� I I � 11 � D.M.,(�). L_ '9' . ­­_­ _t - 4 1- f I I "' 4- w - - - _CVERLAP_ I 1-owtRiAp-, I i I . -] ::—_ I . — — -, Iz/ RNNG I WING NUT AT , NUT AT, EXTERIOR �- , �1; 1AR I LEFT PANEL [* i PANEL ,I_ w: I t INSTALLATIONS ONLY VAUD FOR WIND " MIN. R-IA/13, 9-2A/i3, R-3A/14, R-10/1.5, R-29/13. R-38/14, 1, fm.� I SPEED UP TO t 70 rH p.h. i RM% � + A-IAW/15, R-ZAW/15, R-3AW/16. R-IRW/15, R-20W/15, R-38W/16, ___ - - - - - , - - _ - L­ -ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 8:16) - , -- --- I ­1 - ­­ ,/*' AAA. w '�­' LIFE SAFE12( STORM PANEL 1, ELEYABON (t) - � 7 - , SCALE 1/4--l- �, C1 ) REGULAR 2�687' . . -1 ", mAi"AP-t, Wt!"', WE`-" �11 STORM PANEL -:� REGULAR I, STORM PANEL , ".It"Of.." . �_'_�_21 alt- - - - - - L --------- � -------- - L - --- �­­ - %90 ---------- ­_­ ------ � CA-0 N, _==�� =� 11 � �=�­--_ -4 Or_A� 1 � 7. "� ---------- � �---,�,----- _ 1-1 z�­ w�� � �z� -_ -_ -_ ____ - ­4 -- Z), 4, 1, i� � / " i; -.1 1 . I \ - __ - . � ��,` � , ; L 1/4, 1� - �7_ �,._ ?'�� v ,,, . - - .�, lc�"�,��, :11. _ I N%94 OAP� 7� , r,:,� 1, � 1`1 - \1\___z______. I , \ - .:1 - , V -, . 1� , I I __====�==='�_��_ � - ---------- �-"'-"7'�-�--l����-�----��__.-.__�---- __ - =_ ----- =;�_ISL - � � �_ � - I . a . ­4���V� � I W. 18y_ '. __ -_ "I ;�- 4 s ... I I (-q) z .. I - - . I - . - . ' z ". * �, i �� LIFE SA , PANEL � -ma, R rwr, - - ': * _- FLO41DA BUILDING CODE jNom High Velocity ku 11Y, 14U Icons Zone) I I I �... - Item ftt, 24 GAGE GALVANIZED STEEL STORM PANEL F�pl ,.� !10�, EXIE8108 !� DRAfO9,` .... - i% -----\ GLOBAL PROTECTION PRODUCTS, LM — . , - WE " - ­,_.� 11 . I/TlLrECO... SECTION A -A , Tun usned & Com"mma coupm� MIDD S.W. 51 STREET ONAL CL AUI� D -%:I- - ."! ... A.'NE_ ("Rea-mm F.- (w)".-M7 20-175 SCALE 1/4'-I' -1 _t_. - " I.!, - , == m , - 7/_ - - I C,_ ­i - ,_ DRNON� .: F� SE./So Tr *ALTUR 11,11T temrr,� . Is , -JR-0-m"'M ,w ;, 1 - - IF i . i I i I --------------.------- -_ INSTALLATION DETAILS FOR LIFE SAFETY YANEL /,�_, _U) TO WOOD STRQQTURE�j . . I � ­ -- - �­ - -- � � ­. -_ - -_ -_ - I - - , � ­___ , -­ -7 - - 1. 1-1 I � -, � - -i - � � I i I I I � , I I � � � , , , � � I I ; I i�; , ��, I I �, � I I I 1� ­� _1 I _77___o� - w - __ � �, - . ­­ � I - I , i� � 1� —1­7� � � I 1�1 - - . __ I jrooRrER - __... 1, � � rOj1M1E1t1,AO(ER 11. 1.� - - _1 IIj ... t", HEADER . I . � � I WOOD HEADER - - --I' -- ED � , - ,�`[ __ � , at D I I - � ED C , r 1 " - - , I �._ " - � ,� __ I ,� ., . I ­� �71 wEouIREG � - I I � . �! _� , 1, I I � , ; . - � .- � ".1 - � I I - I � � - r 1. I I 11 11 I , �� - I , - i - -, - . . � � - I e � -1 - I � , I I - i 1- _Jetf CARD I �, I I I I � . '�� 1 4'. TA�(� � ON . I � 1 _ _4 _._ =AtC� 1, I , L I - _14*0 TAPCON � i 4_ _ _X I , - I ; i I , - ANCHOR * v olc "I I , 4 1 o 9 OZ. I � . I � , -jwHoR o 91 ac , , I .1 I . , CROP 0 9 O_C� I " .� .. : " , � i I � , I I ill 1� . - � 1.� �., I - , ': " I , � � - I I f 1. - I � . . . �i � i�. , : ,! 1,; . I 11 li . , . � I .T FA . � �! .- I � Ill I - - 11;') - � � I C2, . �_-C2) ,�,,j 1) ", 4,��', 11 � 7 I- 11, L . I'� I � . I � , I I I 'il� . j . � � - I . - I . _t �� -NS , .-j , f : I j 1 A I ,Q me� 00p"j / - - ' 1/2- I 1/4- 1 7' T - 11/2- - I 11 , .� - �j II/e ,il,, ". . 11/4" 1 � � 1; 1110 . . � I .� I � I � ! : . I , ,____ I ; 5 , , , - I I __ - - - - I � I I � j. � - - - - I �� . I , ----------- - 1, , 2� 1 1 � - , 11 - . r I '. , I 4I I ; ,� 2 L "I ul" L V . � ffiR. ` mi. , �,� 1 I _". . � . I I I I ,� 1%, 4 n , , , i, - 1, , , I � 1, , ,� �, - I � . I � ,� I I Li. : � I i I I � I'll I, , "I - 4 1 I .�� -,_---------jr- I � - F� -,-- I 9[L:wri_�_ -1 - � ! I i ___ I � ,� - I i ­­__ L ri;_51 � - 1 4,10 ,- - I I � iull , C i � (D . � u I, Li I - If Lj I . - -C, - I IT i LRL 1 (D - � i _71-yr-E, �_ � i IT 4 i I I."� -." I it i : 9 � '^`_=w � If I I - � :�q � 4 � it _ I 1"Imm O � � i R I� V_ - �_i* I or, A __ �, �,,'4f��- , I � ��,_ if , AT. � 4 1 If I V1*0 - � - , ; 'I .,,111 =t14 �� �, .129 -IT �.._4i� ; Iri L <,,, "'Sn" it ��,_ I' , " wwwa ; ) I I IL _ __ _ I , , ! , 4E=L"NG­1 ,, 1 : I - - ­_ fA I - - . : ws, , - ==�11 I If it I 4 � -1. I " � � " � � v -- ) . i MM d . 11 I J, "L- hw- I ! If . - � �_� - ,_ -� g . LENGTH 11 : R. � , . I_ , I . I � - I . - 11 I . - �111�__ _: - - � a � - - - __ I - ,C_ - ­ � � k Lj. PANEL LENGTH � I f ,L7 m­. � I I. Lt..- - ,4! _; . �: _4-:­ � - PANEL � I 6 I � [SEE ELEVATION � � I It I . (su ELEVATION * PANEL LENGTH If 1:11 I ON SHEET 12) !! ... � PANEL LENW�4 I ON SHM ;2) 0 - I � i � I I _­ - L �� f 7­ � I . - ELEVATION I I - , - A---- --I - ' -, -Ij --- -4�r - !(SEE Et'EVATION 11 I -I I ,!L, �, � (SEE -'Ir- IT r I. . it p I � ON SHEET 12) H I I 4 � 1) � ON SHEET 12) 1 Y I I If I,_ -.1 - __ ­_ _­ -1 a I' 1A, f C I 'I -_ "A - - _A_ -A 11 I- W­ : I ,, - _-_,0` -_ - - - -- I -- 9- - SEPARATION - - ------ -_ _ - ­ - I— I S : o____SEPAuTUo,_ - ! 01 A -) ! r "T :1----TAM 11 - I � -01 L/2 11 I' M;� - I , " To GLASS- ! # �_s um I- W.. j GUT I If TO GLASS I �. 0 � : 11---SEPARATION - I I - I I L/2 u TO GLASS, - I I -A I 4) 61 I I : - . " -14, 1 !1� r i � 1 1 1 - I I @ � d - f . 011117 � Z �" j I � I t , - ,� M. , IE � �� I , Eo I �_ �, - � ­Uo ---. Lo -1 1� - �_ � 1- - , I - ", L= ! I � , I I- ------ �Ij - I - - 11 � � - I V!_�_ - _11 ,____I ED. ". F!_� . - --/,* If f 4 � . - - _____ ___ - L =ti_ I- ­ C =�t� I_ � - ___­ I "'. ED, -1 � � - y I ,�� " , � .� 11 - ­�' I - . I I F:7-1, r _� I I 11 1� I., i ; , � � - ,1 , ,/' I % 11 �, �--i .. - . 1� �, i �, 77tt ,%4* I tio- v. -;& l� Woo, I'll � , � " I PLRTE I 111-1-i � I I I ,��. - !, . (�) I � I , � , 1 , (�) - , � I � �, - , , � I' � � , : � � �. � �: Li I � """ ' , , � , 0 i2 , , ,to , � : , I � , � � -_ -0 TAPOON 2'.., woo � 1% . I I � 11 1�1 -# TAP�� � : 1, RECAP 1 4 :, I r � - 1/4 ­1 , 1 �i � -L - ,jj4'- TAPCON : - , . , � � 4 - 1 _1/4 ___ " . ,,, I i � - - , ; i I �I , i i ij) , I I I . PLATE 11 ,I - , � i;' �' � r ANCHOR a 9* o�c� ", : ANCHOR 0 9' OX . I I I " __I/eo TAT�� =I- . CC. ` 4- j r , *1 - , � L � I � � 1 , =13 ;11 i i � STAGGERED W/ ST"D ", I � I I REWIRED I � � "O _`_ , , , '. I I � I I � - Woo. ,,, , ; i� _::� I 11�.4- WOOD i I- I � "� I �, � ��! I __ I , I I � -j- o" 1 � , , , I. - �. I 11-- 21 - � � , � 11- _ �, -- --- -- REDUIRED 1 , � I- , I I I - REQUIRLD I � I- .1 AIJ n R-jAw ALTERNATIVE R-IBW R-2ff AL R-28W W 0 REGO PANELS 0 LIFE SAFETY PANEL t PANELS 0 M FAHE WALL MOUNTINGS ",HO"RaNt", WALL MOUNTINO ScALE 3/8-1- 4 SCALE 3/8.)- 0i p, T14;N 0,;;,>�' ­..--------. , 'r. N -. . 4t;* ,** vc FLORIDA BUILDING CODE (No. High Valoc!� Hur cone Zone), b1m, Z . � .- e2m -,Wm — I., E � *- � 24 GAGE GALVANIZED STEEL STORM PANEL - I m 44167 - z ORM"? B, 1, INSTALLATION ARE ONLY 'VALID FOR A.S,O, DESIGN I � :*E = . . - W/n/ma PRES"E RATINGS (p­f) AND PANEL LENGTHS AS = *'. * ,Z_,����::�,,, / PER ELEVATION ON SHEET 12- - ,� -E O�w-- , S STA'i / HIE C 0 1mr, \ GLOBAL PROTECTIO ZAIC iV�____ 2. FOR NEW WOOD FRAME CONSTRUCTIOW WOOD � :1 rIORM" ,.",o T"jr Tomfo * Emmmom" COMPANY law S.W. 5� 11TRE17 - - MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC -�, k � ____PO__ .. PR I, DKYZ, n- 3"14 ....... , - � 0-1�� ONE, C90-751A FAX, (O"Ne%-6717 20-175 � ,r--, DENSITY OF O,% OR EOLIAL � � I .., :-;� , mWNs NP. O"WO11712 ,!!�,'4- — 1 - — I - — !--I "TURI/DATE .i � - I P-E __T__� .1 On I$ or Is 1��� =zI1111 99 _____ ____ . (VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) on, \_1 1�2 """""' -.3 liz, MAX. I DESIGN PRESSURE RATING (P.-J) IAAXfAUL4 ANCHORS SPACING FOR MIN M PER SCHEDULE BELOW * APPUCASLE TO SEOR ,, 0. !GF :MM I P"E` LENGTH *L' ­j A.S.D. PRESSURE RATING (P .-f ) MAk" ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPIZA TO SECTORS & ANY - I ( ) TAPCON SOLJO-SET I PANELVATE FEMALE 10 PANELMATE PLUS I ZAMAC-NAIUN - CQ.X--lN TAPOON SOLIO-SET PANELVAIIE FEMALE jp P P LIM ZAMAC-"AILIN I --AC CALK-01 - - 70 Commit: To -%W =LI�1&6111 To 10 TO ..;m To MY :Z_-;�Fiw ., 1=1 3k =�a��_26 To TO - TO - To 10 PACIVIX NumerE �._ ;-:" .4 COMBINATION OF THEM 13* IT' ly 13, 11. ,1� 1'. !3* 12' 1� 7_0601- __ , Is' -I 5, .-I 3* 10 ,/2- ,3, - 8 t/2* 1.3* '.'. 6 1/2' 7 'Ir 5 1/2" 1jr. 14 1/2* ;��,- I (Top) __ I ii_ I I' - -.-- I y 13* - Ir 13' I r _.13: _ I y � I r ..2. _13�_, __I _ ,3. io' ___ I (BOTICIM) I , 6 1/2' I'l, Ir 131 9. iy 9- -.. --.-- to- J�t/F - � >,88, -0 TO �75. -75 - 11 - - li= - __ __!�: 13* __ - 13- 1 1.5- _iF-I ___ 13- ___._ 13" --73-- __.- is' _13,�__ _____ Ir _.Iar __ __ ___ . 13, 'a , _-W- , ___ __ - - - : (TOP) - 5,-*1 OR - .75, -75 To .119-ilga L _ - - 13, v __ ___ _1�:_ __ 7- ir -7----r37-�—ta�--,i�-i-i7e--i;��� ___ ___ - - .1 --- 7�_ __­ , y -1 -1 - - - .... 67-, _- _1y 6 1/2- 'IF- _______,_____,_______9 ------- __ '" - 13' * ___ ____�_._ - - TY 10 1/2' - �__ IS- IY - __ 12 I/r,2 1/2- - r !� - - K!�i f - - --, I i- - �-,T. _,L3_*_i --- T.- , __LSr_M__1_/2_ T I/eld 1/4' 13- ___ Ir _-, 0 1/4 . __ 7- __E�_ 13. - 2�1, -IS' �_,Fll' -_ 6 1/2' SS-1-le 6 ,/4-12 ___­ ,I 1/2- ­­ -- - _ _-, , 1. --"--"---- I _Y�:, I /2 - _0 __ 13' - I .' - ' -�/2'16 ___ a- i , -1 a ---- , - a. __ _ 13" _j��_ jr ______ , . e 5 1/2' - I , is I/2' . I I,. - t/2. - � - " s ,7- ,74F 71E�& - - ,-Z,- 4�' 4 1- 11-111 - ___ - ­27-- ­ I-1, 9 I'K 6 1/2 - ­­ - o i7p i-1-11, i-liK 10 1/2- 7 1/2- - -i I/-- I a -�/_2 2 __ -_ - __ __3�_ � IP2 ­ ­1 ­_ 5 I/2. - __lo;__ _i,_172`� __I/"_2'_,_7,1__/2'_, 10 - 1-M-A - - i 1/2 5 1/2' ­ __­ - =1 - - 4 ,/2' __2L_ _ ,,,__,� 13- 6 1127 _;_F_ -_ - F 6 1/4� i 1/4' - 17 - 'W� /2- i Ile ­_ ­ __­­ � - _,I� - _i; --- I -a' - ,-i;,- -1 -I---- i3" ,4 1/2' - -i -_ I BK ,/,F1 S__ Ii­I_/1F17_S__ e 2 (MR) __ 2 (NOTION) F P—) 6F 3 �_(��N) 4 (TOP) _­­ - 4 (BOTTOM) �_TibF)_, i­li1­Offm_Tj I _1___1­_._ 15 POP) -'-F - - B�TT­�, I,, _o, S10110 — , r _­ 13- -,-- - ___ _-1:--i� '. , ,.--.,, -!a _­ 111:�___11* ­1 13' __ ,-- II* ___;_" ll ----"- - __ - 1-11 ------ - 111. !_,L__H__, 11; - __ 15, T3.�_ ___;_ - 13 Ir -,.-- - 12 fir 12 1/2" - ,-- _w __.!�_t­- - --- !L ­_1­11­� - '11��._ i - !-a:.__ _';�_ Ir , __!i � 5 /4 I ii t , IF. - __ t Ile j S �le ___W _T__W_ 1-1 __11 - I—- __,__ � ___4_ 13, - _IA-4-1-1 - i , _!.� _ _121-t- - - , 13;1� [. Ile !a 1/4, i_3�_ �37_ I _7;i� i�_,i_TiF _,__,_____ 1� ____ ___ t - 3, S;____,iF_ .__!�_._ _!!�_ - -1y - ___ 12 1/2, a. ___ ,,� __....,_ - --!3* - - -I 3;_ ___ - ____ " ---I--- __ - - _"_ li` _1__,_� - -,i , ­_ Ir - - -, '* ____ -I- �i_ _i_?, T_3� I _�3, _J­0,_ -_ _�_ - -i /.- �_! T - _. To- io_;� - ­_ Lol- 1/4' 1) I �3 (TOP) 3 -wn� !! 20_�)__ �_f!RPOI�� � tw) i__(iiio�i ___ !_j�n_ $ Wn�) .1 -, 13Y. :�], 13" ­i]F_r7 - 7 112. _L__ S. - 13- __ _ 13- _ 7` -i � _11�2 �,_,/T ____ I 7 1/2' _1/2_� - 112' 2__ - 7 - " 7'�7i��­Tl:- Ir 13- __L3� - _ _L3:�_ ,3- 11. ,-T3,r- _-*_ -, 7 1/r !2 1,�2: _ _ _ V -8:_ ,__i:_ a. - 13'- 11. nwv:i --- �� :��Fo ,i� - 1 _ __j!� __In -1 i3- JIO IIV - 13' In 1_/r '! lj!�j 6 I/e _ 1/2- _T_ i__ -,-- 1. - 13' 10 I/V -, H:,/:,: _� F JiF - - _11 _.�_ i3' - _1_3�_ 12 112- I- __ a. u' _��_ -,, - 1/2' ___ j2L___Ij�__!!_,_:_ D 1/2' ?_Iz/ � I/e _;i Ft 27 -_ - -,-- � O' 1/2' �_ i- . P2 I IT 1/2' - ___ 1 1 1/2' " I I' , - - - S:-- To- i 1 1/42 11 1/2-1 8� - a' E __ - - -7 i " - : - .': 8- fr 1 7- - 2l� - , � 6 1/2 _ ' 1 7- "I - I F - - L!��__tl, _,/� 7- I 3� --- - __y___L1__ 1 13, 1 7' - _F__TS IF r I wmom) - (TOP) I _ _jS - _0M) ? I ,_�r lf`n�- 2-LalaoM 4 CROP) Z -OWTOM) __ 16 (TOP) - (0071GO)l - - k1lo �V-6- TO 8,-W I Tl:__ 10 I /2'. Ir 1/z* 13' 16 Ilr 1 2 5 1 ir 1. 4 2 L21011) - >V-S' TO 7'-O' L _!3:__ _5:_ 0' __ 6 '/;�, .3" 4 5' _ * � - L3- 3 _L�_____________.. ,jr 10 i/2' i3* 13* _6 9* 6 I/r 13, iy 9* 6 I/r -7 , to* 17 I ' I " '/� - I x I 6, I Y � 4 I/r " (wrom) . 2 (TOP) - - ; S-_j 7- 4]N-I 1 r _ I Y 2 1/2- _.; - _T_�_ 11 7/7 — 1:. L1�2'4 7 Ih _ 7-6�7-- IF 2 - - 2 moyyo�i) I _114- 7' _url i3* _ 13' -.--- 9--1/2* 13'--- 9 1/2' __ 10 ,/211 1/2- :113 =6 j_MIP) . - - - 12 1/2`,42 I/V 6 1/4' - 6 1/4' 2 I/r Vi/4- __ - 1 - ____ - - 6 1/4-16 Ile 3 (8017M) " i , �: _ -_ - -_ 11� _T,_Vl�iv _____t_ 'r r � __�* _4LY?� 6 I/rl - - --- ,FT ii� - 1 3w-1 ­t, - 7' __ 1. -.---I-- I * - - --N-- , T/r ___ - 9- I I 2' C. ___ 1� ir 13" _ e - - __ ;- 9 1/2' 4 1 � /_;�__1__.___ 5 '/2- - __ - to- 7 112 10 112- 7 11/22 . , I,tr 2 1/2^ _____ 7' - _ - 13 , , ir - I .. 4 (Top) t - ) _I__ 5 (TOP) ", ,P I I lj� 1 13' LO IIV - __ 2'! 1 /i-t I /2 'I iZr ' 7* a ow) ____r_ - Ir I F --- ___ _-T , . I . — , I , 6 2 r __L__ Fl-r !_ --- i' ; � -_ ,� . TTI�2 _ � ,# __: 1 _:�Fe Ir 7 d �-- .-,I- z mi 2!]1=El1_%_I1q1A � - ­ ­_,7/ejo __ _!�!:I�,/!:,. __!�Ljl?.IL - � _ - __�: i - 6 _ _ e K ,7 . 6 ... I, -) - - � �_ a li4 "I ,/R� � 5 'le 6 ,� . 2 - I-- _ - - � - aq, a I/, .; 11 SEE SHOP, t I MR ww" 1`7% a SAAC,AC MR ,Nvtm�Tvm We wwo MWE ou"WOT . VNIAMU64 AMC'" SRAONW AND ONSWU M DISTANCE ARE POICATC) ON IRS SCHEDULE FOR F-DI "�, THAN INDICATED ON SCREWLE Oft0j:15 AWWR SPACAR, ST MuLTIPL,PNO SPACING SNOOM 04 SCHEDULE By IKE Foupom fm;lw� FOR THIS OFIDANDOW 10 BE POSSIBLE REDUCED SPACING OMAR" U594 FACTOR 1kAU. NOT N V,SS IHAR MARkAt "M INDICATED FOR EACH ANCHOR CIPC ON HOS SCHROULF , I /41. 1/,t'. - __ 1 lj4�. 1/4". 1/4'. ve. ANCHOR Tm _jW _ _I ­­ --= , I .Coe� 2ML - - - - zhwo-NNICIN __ ­_ CktX­ --- UNIMUM ANCHOR SPACING (01) � 1 3 3 3 2 Ilr ; "Il N"I"NA'A" TOOL � 11. y � C ,/v � _- _' [PrIma "A jmwmCRC since Mi. � I a ,/r. 1 3qv ­YT�____7;t—r_ - ACUN. EM DWANDE LF D,) I FACTOR - 1 1/127 , - __ "�- I - __ ___ I- , __ � V", - - .." .� T-Iiii-4 - I OSO --- __ - - - I I - 3. j o." - _ _3 --- - - - - ­ � ,,,, - I __ - U- I - SPACINGS ONLY VAUD WHEN SPACM(PIS USED� SEE #1 FOR MAX. A'S.D. I 'INS WHEN SPAM A so. I- DE90N LOADS & MAX� PANEL U3* I U ;r a A.&D, OEM LOAD MAXIMUM PANEL LIENGTH 40 PSFOR LESS 6'-8" > 40 PSF TO 50 PSF 61-1. > 50 PSF TO 60 PSF - 5*-10" A MAX� PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ IS SPACER AT 12 1/2� D.C. i�M 11 I * � I .. - �J.. o-44167 , -Z - : - * . *:-: STATE Otf. . � C�1-� -r em TILTED0. � ,. �__ I / 11LIECO. . .� " 24 GAGE GALVANIZED STEEL 'STORM PANEL ". DRAWN 51. __ GLOBAL PROTECTION PRODUCTS, LLC. LO: P OTEC M 7/17/ma 0 DATE �� 0"", ^ "<-, `ZORIO-... o;-- z . � ) � M�i� NUUT TIDSTING . ENO -He -- — - O` . - __ I — � S,w, 51 STT`ECT X A OOE� n- �, 1.Rso�8cC7 20-175 , I , , _ . fi&Zo� 7", - "I .11.1 .!L;11%.1z1�r 11-11, I ----- - PHDIC, � P. . LICRO)&"­Iw� P�� = LORC _,� _ _ _ _ ,_, - - DIA"No . INSTALLA—TION PEJAILS FOR LIFE SAFETY PANEL -1 INTO POURE12 CONCRETE 9E CONCRETE BLOCK STRUCTURES I/e# TAPOON PKSTING POURED 1/4-0 TAPCON__ STING POURED 114'0 TAPCON - - - -kXW VRED 1/4-0 TAROT _ , _ ! Mm POURED _6G_ - ' _ROCRETE OR AN 0 EUP0 I . JMN OR ANCHOR 0 S* . t5bNCRETE OR ANCHOR 0 9' O.C. CHOR a 9* GO. : on ANCHOR 0 2 Ox K'�,.t�� L , 01, CONCRIETE BLOCK Al I I" CONCRETE SLOCK . I - CONCRETE BLOCK �,i, CONCRETE BLOCK " � � �,� REGUIRED ,�,,1,,,, REQUIREO, n PEOUMED. RE11m. , , � .... � , �11'�: �- -1, - I -11 , " - � � , � ', - � ­1 � - 1� - 1� "', " - ,,- �11,�� ­1 -il ­ ill - �:�"',L ,,�Ok� , I 11 I "A �', � ,�, 20 C2) 1�," � - �� � '!` - I , I I � , .1--1.11 � I ... 11 ,j .4;,� - t C2 I. .111 �� -.I ­­ -1 " , 4 � 11 ,,, 1/2 ,1/4' i, - -- �, :. 1 1/r � 1/4' F I 1/� . T/e "I'll", � - I �',.�� f ��4; r I� NA&L- __ - __ ?�`11' - 1.11 - I-- - 1­1 - - __ I'll � MAR� - � , L I ­1 I - � I I - , � �,,, I " I - I I I E.O.0 � " ","�`,, ,,,�', I � ­,. 1 I I E. I _%? , "I"', X,`,��,, i I I , � I i z�,�,,, I , �;; i : ,___4 - , ,_ ,;,,',i�,�, �1`1-1� . I ��� ..".�,.� I _�_,-� � ", �..-- 4�, ,,,� ...... %i�,�, I , � '111- �, I , � 1 I , -, WTO � I . I I ( � ­ I 9110N�It' I I 11 I "I ` ! � _�, ` _�, " 1% I-. - �I ,r�� , � 11�1 : I .10 i r 0, I- mi, : , (1) I .� 'DI , C, I 11 . . � 11 r MI, I 11 I 9 0 . 11 SEPARATION 4 FASTItim III GLASS : I I TO GLASS, A -1 , - xl/,. , V.1-200- - � - i EXISTING ' GLASS . � 'A . 1�*** DanK If .. BOLIS . 1 "_w4_ � T I � - 1_1'�A�p I I___KRI - :�,�;F , � CA � � I - _� I-, - 1 W CON ARM It A , , CLASS A 4 �vlk GL45-1 -JI A, I - I ;a�p -.13 . I I � . A,/ . I 'A I- � ! ==, 11 I I I H - __ Y, E 9 � I i I� I i , I I � 1 UNORH INER T,r? I f i 10 It I� 11 � I I I I If I I , , I I i! 11 ; I � � I , .. i; , Ckont, I, 1, , I, IL, AVQA � t I � I "' = ,I ' I - 6' PANEL LENGTH �1 , . g I I I! I LENGTH � 11 t* PANEL : ENCTI, 11 �'� ANEL I I z � � � 0 - I �1 I , If , I I - 'f N it 1 4 9 ­1 SLE ELEVATION 11 1� I I (SEE ELEVAiIONI 'f- - - _­­ I -C-L (SEE ELEVATIC % , (SEE ELEVATION �. - r ON SHEET 12) 9 11 I ' Q.. i I ON SHEET i2) 0 1 !, I - MIA. I ; ,I_ I -1 I `_i_ - I �, __ jr--SEPAPATON - - A I � __ � � I ON SHEET 12) ji--SEPAR41ION ii - 1 1 1 ON SHEET 12) 1 d TO GLASS. , I, I I I _, 1 1 4 ... ... �__­ - - � .I---- � a - __ il - . - , It I ; 0 � I � ­-7- "I 6 0 -- ­___ 1- ­ I --- - (i�, It t I 1� I : � � I 1 - 'Cl j . - , ­.��,;7 - - 7, I 1"..."" �f�,�,,­,;'­"Y; I , , , -, � , ,,� I 7- " - , %L�;' --,,��-�,,�,',��,�,`�� � _ , , ," ,, �, 1 �_, ':_,,��,, - w m LI/ - �, , , "�� � " �,� ! L, , 7777777 7,777 I �`�; � �z,I',z,,, -1., - � �� ; 6' , _ , " � - � -,;,� : - I 71,,­,_,,�,�,� 11, 1�­ !'11�� ��'r, I � ,;�'�,� -­'�v _," ,�,'S' ""', ,�!,, -, �: , , "". ,_,�. "", i,,�4,��,,, ,,,�,"",,�� � 1 _0! v � I I (3) I `11'�� I . . I- � � � _�,;'15; , ' I I � " I E.D�l '5,'�`,',�'," � I I I E.6,* '�_,`1_1% I i - (J-1 ) �� C . I E.0,4 `� -�',�, � _ ; � , , , � , ��, � ____ - i ;; :11 , - I "I'll", I � � �'111-?,�, 1 13 , I �,�,'�,� I - -9f � � , " I I , I � j '�"-,�_/�' ,�,f - � ' - � -, l 4�� I ; � ,'�,`�', " � , I .yr ' "' I 6 42 Vr &t, I I I k I - ., � I '1� I . . I _?, _. I - I = I i , ED! , � "' ,-- - - __ , .1 -1 - "m-, LO I - , ' � : 't I I , _,'� � ___ I ED I- " . � � I �. � - , _L__L - �, - � I - � I 94. - � "I "'. SOL .1 I 'T* S , T I �, ED: - /e _j ____ , . - " __ I - _ - I -;� ..'. C, I ` I I 41 I `� � -, " - .11 I __­' 0 1,, 1/2 oD I . '2 '/2 ­. - _'� I 11 �.� I 1-1/1 � - _� - - �, - - -I 4, _ -44! .;;;; I---- ,." ,�, Z/ 1___1 , I 1/4-0 TAPCON ,_ Ile# TAPOON - I le. TAPCON 1 ___I/eO TAR(X,N ANCHOR a 9, O.C. ANCHOR 0 91 O.C. ANCHOR * 91 O-C ANCHOR a O' O.C. EXISTING POURED CONCRETE OR �_ EXISTING POURED CONCRETE OR E;uSNNG POURED CONCRETE OR EXISTING POURED CONCRETE OR -CONCRETE BLOCK REWIRED -CONCRETE BLOCK REOLAREO, ­ CONCRETE BLOCK REOUIRED I � CON CR_ BLOCK REWIRED SECIION 9-18 5ECTION R-4 - 0 mmi-A 9 LIEE SAFELY, PANEL 0 REGULAR PANELS 0 MMA7RNEL WALL MQUKINGS WALL MOVIIIINGS SCALE 3/8_�, - �,,�, z" ScALE 3/8-1 - 1PI17/ "� , �: ", SEE SHCOS 13 A, 10 MR ANCHORS ANCIM 71w 11r. 1111;;�­ " & SPACING FOR INSTALLATKINS INTO wow MANE BUILDINGS' +AVQWM ANCHOR SPACOM AND WINWIM ____ .� uhww No" v*mw 0.7 - 3 I'S' DISTANCE ME SCHCOUIL R , . =%,r,�m,4.1E. ON S014CDULE REDUCE ANC11OR SPACeX *-- ��O,�-- --I-) COPP,,O st.d, ") ---I-- 3 --jbu,L wx awma mw fA" By MUI TIPLY" SPACING SHORN 04 'DULL or nW FOLLOWING FACTOR& SON, FOR INS OPERATOR TO K POM4111. 1 ,�r -- REDUCED SPAC" COWNED USING FACTOR SHALL HOT BE LESS THAN 11 - __ I - - ___ ---------- � - - - 31/r _____ __ _ is, - ___ V,NA,,U SPACING FADICATED FOR EACH ANCHOR NK ON INDS SCREOUIS -1 ,- , ,Ir_ . - ____ - e" - � - I I .1. - I BUILDING !C: 1�5 C:2 0- r- 1,� Cc 4.2 C-4 � co >4 'a LA- C)_ ; I= Ill cc g .�: 11 I 2 g a g% _- .S - w , C6 ., r. I = . C, t - 0 0 - - :r- 10 co - .. , 9 ." � OX .n: ;P - J.- U, 92- C: 9 .!S 0 a� C4 - -�! — ________ __ __ — __ I INSTALLATION DETAILS FOR UEE 5AF_ETY PANEL � ) I 1"iQ_y_QQQ_5_TRQu_u Ka I I I ­� ��� 1_1 � - - '_ � ­11. - -, __ - .� - I �o �, 11 I 1, ,-, I �_ -- li� . - _­ � ­ - � � - 2; . - - __ I - WOOD HEADER . � - I WOOD HEADER ,_ _�_ '; � -- -REQUIRED � � � - __ I - -REQUIRED I i I - 11 Ir � -1 I I - - 11 I � __ _. , I " - . I i 1, I �� CON .. 11 , , �� 11 r � 11 - .xe � I , � � r- �L Il I " -_ g=0 , CI:;AP I I i _. i a .� , I , ; � 9* O.C_ - � � � 9 D.C. � I � �11 � 1-1 �� , � I Z �. . I . I � . I -) 1 - f � -.1 ,� I I � i� I I , I � , � � -02 .�, (2 1 � � I , 11 . . , , � i 1, I i -1 4� If - � � 11 /?:_J_ Ile 1 1 1, ' 1/2' Ile . � �;! , " " I "I : � ., I F4 � , 1 7___ . Ko ,- - I ,_ , I , , ­­­ I - . --- . � I � � � r' L �) - , I . q '. � . , " I I I , � 1. , � I � � ! � " I ­ I I - � � , , , I , - � 1'� " I I � I : I U , Li ! � (D - A L.1 i , � C1 I I )I it 1 $ A � I �^`�zIu,. - , I S.S i GNTSq I ,I vz"1011, � - /I ,,_ � I AT Ix-44V 1 - AT CA 91*140 , i __ 't 7C V � O�_� E`_ _1111 I i If .1-SP I I I -, - I'- It 4 - I .,. tw. 11 I I - MAX. � it � I - v -.- __ _.- =1 i l PANICL LENGTH , I - - - - - ,.. 1! PANil, LENGTH 11 ­ ' 6. (SEE ELEVATION ii i � ; (SEE ELEVATION 0 1 1 1 1 - - ON SHEET 12) 11 1 ON slim 12) -111. . - +_ 11 - ___ _ I I I! -1 -1-1-1 ___ . - : 11 __I i 11 ,_ �, I- mu, ; I I _­ � I - - -1 9 - -_ I 4 . it I" W� I I ! P- -1 � ', I,) r To= (1) L---SEPARAn,0N I : - IT I 5. I - ; 14 L/, : I I I - 5 I 1, C5 1 I - I I'll F­ D, W .c 1 ED, , V�� I . 1'r Be - I E 0- : 1. I I_ - I- "� , , i - - I I I ,�, " IEO EC L "' kt�L_ J - - - - t , - _... I 11 � - __ _A_ _____ I I" I � .- �� - � �N, �i 11 I.- � 1� � 1 �f � v ' 1 1 1 �, i 2-.4- WOOD 1� - - I r.4' WOOD- '­', __,; �� I ��, 'I � , - PLATE P LATE ., I I �- �, , � I , , REQUIRED I I � 11 � � �_�,_ ��;,I - 1/4-0 PANELOATE PLUS REQUIRED I , i 1/4-* PAHEIMATE PLUS , I �- ,- I I I � vr� -11 - I , , ANCHOR Q, 12 1/2' O-C, � � I - QC � I �__ � � I , ; � , ; ANCHOR 0 12 1/2 , I � i 11 � � � � , � L 11 : 1 L � I . , : 1 � i � " 1 1 -11 I I i I , , I , - - __,,�_ - - - , - --- �j - __ - �_ __ ALIERHAME R-38W ALTERNAff �- NELS ""11"MiNIN", ��..'Q17`1, WALL MOMM91 /*1 .... .... ,/ I ,�'� , . 'IN i I SCALE 3/8- I - . C Ns"....... ---t /*.,,'�,S E I Jf . '. _� g :: qOL j4167 " - FLORIDA BUILDING CODE (Non Wqh VelocIty Hu Icons Zone) I I - I NOTES, =*: ., -1 - awi. TC,rzoc, OR, fA_ . . I 24 GAGE GALVANIZED STEEL STORM PANEL - - S ` STATE Of ..`,Z� E� 1. INSTALLATION ARE ONLY VALID FOR MM. A.SX)�� S_1% _ - /=- OMGN PRESSURE RATINGS (P...F) AND PANEL "o '� I ,�.. " �� ,� GLOBAL PROTECTION PRODUCTS, LLC. O`V LENGTHS AS PER ELEVATION ON SHEET 12. ,,,, �p ��jl,?.�,�;���- I/ IILIECO,7� rur, Hoe �w, 5, V� FOR FRAME CONSTRUCTIOW mz� I "I'll, IONAL 2, NEW WOOD WOOD ,/, ,;Z Mw� F, "S", ,.,' I :,~ , 41 , - t,P'leas­,�, 1.*4 (GoRARR"In 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 'Cou""'o,", i / _�� - - _,_�'. . I - .I - - D.".N* - DENSITY OF 0,5_5 OR EOUAL. CkI-0005719 - . I 144.106. I ORt 'I . PC ;Z-Q �Twvum� W= TAUT I'll P.L I _w _14 . . ", 7 . 11 � . L___­ I I- __________­a;_1 . -&.- w w = Cn _0 —m > a) C- -6-a -4­0 0 = a) " 2 _0 = — 0)0 m _&­0 -0 a) -,.-, a- Cn . w 4- = a) = -0 0 M 0 -m -S? " Fn -0 = C " Q. -2 = L_ W 3: M C 0 -0 4- %w E: ,.+- U — CU > (n .— . w -0 w E± a) _&-I, M %_ 0 Cx F C.0 (n ,§ . = 0 0- < t 4 z z w mi C/) " _,�., a) a) (1) = _4__j 4­0 U) =3 m > 0 L_ C/) CL 0- < a) -4-0 0 C— =3 -0 m 0 OL - 0 a) L. C/) m " m =3 LLI n__ < z z < _j a - I ,I I I I , I . I , L [�­ A' ' 11 I � '' �''L I "',I' �L'A'' ''' I Ill I - I - I SHEET NO. SH 1.4 0 ____ __. I EZI/18, *EZIW/18 ANCHORS 1 - , __ - __ - , -----(SEE SECLION EZI & ALTERNATIVE- cziw ON SHEET Its) I - - � � - -3, vo� __ -3, MA. - I I , Mi,,. _C9 I SEE 1* MiP, , �( I � 4)(SE,- NOTE 2) - �41 1 - A R NOTE 2) I Ji4xi* S.M�5' - I - C/2. r 0 �ACHI END - 2:__�� 4 � - - '. ALL'A"M - - - f - 1, � , � ��� . , 11 OF 7 I I I - � I 11 . -1/16 U : INSTAUE-D AT EACH OPENING 5�ALL ALWAYS BE , `_ - :::-- I T '� -1 . - . , I/- - .... 11 -, , � -I , , . I MD_- TO FACILITATE NSIALLA-IION IF INTENDED I i I I? I ! i? � � ? 1 0 - : � I I i ? . I i 1 ­T?!� �!Ii, Iff - 1 I _!J 1 . , lom tT I i I . � . TM INS,DE OF STRUCTURE. i t i I I � r-I 1 1 -- I i : I � e I I 0; � I : ; � I 1 F � r I I ; � i I I . i . ; I . I 1 . i - � I 1 1 Z i I ! I 1 � qlliu . , ­_ - - I - �t 11.1i" 7_111-11111.1 1111114 I p . i I L % � i ; I . ; � I I � � . . . I i I ; i � i I � I I I I 1 . F I I �A�T.l PF" ! I i I � � � i I i I I I 1 ! i 1 t'" I -i'll � I � ; z 1 I : , J I � � t i I, , I I L - �_Ll( ... �.') NOT ; I __ � - - , ! JLL - 11- I I - - i - � -1 - - ! I - - - - 50% - �_ , __ ,.- 7- ,A. _,. , - , i I I ! T­ - I � I -T 11 .1 ­_ I -_ - - - , -, ,- ,-- , " i � V- t , % � (1) PLF1NWQNL&L_ E-Z HANG SIDRM PANEL S-STEVI '. -TOM, � 1 CONSIS"TINI, a PANCI. 4 C-t TWKS TOP & ROT F '�VNU I IND' PALIYEI ,� I (INTERIOR ,-ANEL) (INTERIOR PANE10 � � (INTERIOR PANz0 � ,�'ANEI) , 1 MAX 1 I . � su. NOTE, S 7, 3, 4 � I , i � - I I i � 1 1 1 � ! L I 1 1 f Ef� NOTES 2, ,', A I I . � i f � i i � � i i I I . ! 6, -e' (2) END ITME15 SflALL,AL,Wb-_,9E CONNECTED TO 60710M. TRACk , I , I � � I 1 1 f , I i � I "IT"IrRAISF A STOP A 9 .;�rALL et PROvicED At TOP or sLX�,,, � , I � I � i , I _,�__ i I I 1 i i ; � I � I � � � � I r , -t rL-11 N 01� PANELS, I f � , � - 11 * ji 1, , I '" � , i I � � � � , 1 : i 1 -1 11 �! � �, I ; I J * I '/ - 40c AL." - I , * I - I , * i * , , � I , I - � i 1 -� �1� * , , .1 , , iv I . � I I I I -, i,l) if fND PANELS ARE Ct')NNFr`TED TO EQTTI.w rRACIr, EON!iEC,r,QN � z i I - . I I I I I __ �1 1 � 1 i ! 1 1 i � I i i � � � , F I 1 1 I i 1 - � , 1 I' i 1 , I � � I 'I - - I SHAU CONS!ST 171- T/4"Q-20.3/4'* M S. W/ 7/8`0��%/3� W C, . I I 4 - I i � - - - ,, - � t � I i ! 1* i � '0.3/ , 1 � ' I ; I I I 0 ' 4' wn, THuNIEFSCREW INTO TAPPED ,30TT(IM , NLI F � i I � LI/4 1 i I ! 1 I -BOLTED RANE�l W/ I 4- 20-1 � : ; ! ! � 1 I I I . I I i I I � � ; i i t i 's BOLTS % OF. 1 � /40 FA� Owis,w TRAt,K O(:AnDrr FASTENERS MAY BE AT OTHIEP OP TWO . � I I . I I i � : I i I � ! , � i i I : . I I , 1 i 1 I I I I I I 1 � (SEE SFCI.�EINS AS APPLCAEAV� EY�TERIOP FLAT FLANCES, OF END PA14EL i � i, ; 1 � i i . � 1 1 t i � . � , I ! I I I I . � I I I 1 I 1 ! i � I � I � I I 1 � j I I I J 4 I I ! 1, 1 , 1 ,,, , 50% - - . - - J, I __ _.-- - � I r I i - 1. 'L, , - -I- -i _z I , -L ,� 'I , I I ; I IJ - - _!, J J 0, ", - E 70 - - �4) IN (A -SE 14AT �D PANELS AK NOT fONNECT; O , w,Om i i - _! J_ - _� T I � I � I I I I I I MAN TRAC* (� �. A SICIP aAR IS ONLY USED k! TO�) AT LCASI I i ! , , ; � - 1 1 � - , --� - 1 � � r � , 1 �- , � --- 'I ED -1 C TR - 1 ; � ---- -1-- - - � --� - i I i i I i i i ! � , i PANF� S SliAL, BE CONNIL BOTTOM ACR USING, SPECS � I i I i ; I : ; ; I I � I - ' I __�_ . I I � , , I - ;---r--r,1,i ', -T-i _rA-r- 4 'N , 4 - �! � 4T-.`---i-_-t---r4 I I , --r-44t -1-H J t i I INDICATED ON NOTE i'51 A84NF . SUCH CASE, CONNECTION OF � _ I I ,� _TT� NEL LOCATDPA � - - _J_i:iL_i_j_L.LJ_I_-i_ ---i-j-,L!l�i:-J�,,-Ii��-, - I _1,I_ -_ -i , - J! PANELS , SO , IM TRACK MAY OCCUR AT ANY P`A� I � I . � . . - � . . . . ; I . L______L -_ I ! 7 I - __ - 1� Mv� .- .SEE WIF I " , - 3- U.. :- f INSIALLAT,-iN - �­ st E ., SEC I' W­ S ONLI VALID FOR WIND v - ,N'r Lim - - io,� - ,b­, 00, ANCHOR-� NOTE 7 . - . Tn ! 70 ,,Dj� - I - ________ ___ -- - -(SEE �Er.,�ON Ez, & AI_'rANAL?vE E4,w ','4 _nET-I is) - - - .__ . - ---. - __.. - - -9 " /W,/,,I,s *C,-Zz TYPICAL ELEV )L M, &TIQN FOR URIES 2900- E-Z HANG STORM PANEL (DI 5 STE (t) , "", � SCALE: 3/32'-I' ,, , !/-* Ma. GAP I I � 2 sa -(MN WERLAP, - I - J , , 1:� .1 *ILILE 1!LLZI) i , �`_ I , I � __ - ___ " - _____ - 1,; n== 7- 1 I'll ---I-- ­1 ['_�/ ,/4-C MM. CAP r- , SEQTION A -A "NIN", t ""11111 " I SCALE 3/32'=" .A-..lQ/N i .. ". "' , . - . - .. '. EN .. � FLORIDA BUILDING CODE (Mon High Velocify Nwricaris ZOT.) . 11 Z . � . . ­2� I'Trm.� 'jL = .. i 24 GAGE GALVAN17ED STEEL STORM PANEL Z c.44167 't = UAW- W : = - :*- - - I __ :; *.: * ,� - �__� - / - � �Iv`/2- = ,3:. I-4 �--- z��_'__ IILIECO,. , GLOBAL PROTECTION PRODUCTS, LLC� " ... � � STATT Dfl��_e 7 4 - -- 44U-S6;, TW &.;� � 5 ., $1 STREF" - .�' , 7, ,; WE, F� �"t. 511 -X'. `;j. ,,i-- - � . 20-175 I ,� ._V4 --L� �-Io"--, - ts�.)W_f­ . �> 1.0 - - A_i .,-,., _r._-_1 . - .� - ""' � " ,_CKOE719 - - I- - 11111,11101,11",*F I W"L,r, A �UT J.. , r, .m k1 At 'R I I �11 I 1; I I I 442ftX.U,&J ­67 I ; 1 - "" n *� I � _��'_71___;_,_ ___ ------- ------ __ - - I - ----I- WENGINEEPIl(-O ENGINEERING EXPRESS* PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 170g,I-R2 EX Project Numbet� 20,31543 Product lvlanufticrtufer� AllAmencem Shutters and Glass Menufacturer Address 1540 Donna Road Vvest Palm Beach. FL 33409 ProduciName&CIescripumn- 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 Braiding Commission) Rate Chapter 6IG20-3,005, F.A_C, for statewide acceptance pat Method i(dl, The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required try file Code Re-eveluation of this product shall be required following pertinent Florida Building Code rivdifications. or revisiors. Substantiating Data., . EX drawing #20,31543 libed '24ga GafEvanized Steel Storm Panels (HVHZ & Non+WZ)', sheets 1-5� prepared by Engineering Express. Signed & sealed by Frank Sermardo, P E� is an Integral part of this Evaluation Report. . TEST REPORTS Uniform static sitruclarai performance has been tested in accordance with TAS 2D2 test standards per lest repents) #BT-ASG-17-001 by Blackwarter Testing, Inc. Large missile impact rewstance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 lest standards per lost repon(s) #13T-ASG- 17-001 by Blackwater Testing. Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have bePan prepared which evaluate the Product based oil comparative andfor rational analysis to qualify the following design Ontario: I Maximum Allowable Spans 2 Mirarriamp Allowable Spans 3 Minknorn Gliess, Separation A. Anchor Spacing 16D SW 12- AvENuE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ENGtNFFRiNGEXPRESS.CQM ENGINEEkINGEXPRESS.COM ­ _ 2 111" 11 lft� WIP - � I-r-, � - 11 / - , , 1.1ilu �7­ / 0 �i,11111 , � . _�� - Z - 11-N, ` 111-L ,,I'll 1� w, ­,,­, ­11 . � _­ , - �,4,�11 - - I 1. - . - , 1)�­, � - , I �: " __11_11 I - I � - _i� I _­'.... - �� . ­11�' I - "" T, _­­-, ,i�_�`_,�K,�""` .� ­- "i.,"", F-v 11 IR IT", ,0 -. S111-11-11 11. T­ � 'It I t1_ -t ,r IT -.111711- �7i I I I, I �L, - I I _J � Gi� � � ,�. r� "­­,", - . .­�_"� - "I __ ,., - � T '­_­ - � I I - H, �, �� ­­1 - "' �, - , 1�,= " , � IT, - , --I �_­­ �� �.N �4�,, 1 SE ,'�, , n . I :: I , I I � -1 ,� � 1� I , I .,� � �,�.;;.� ,L 11 � 11 " 13 , '0 .000, T . I I re - I � �, I � - I--- i -FRA-A..." L I � I I - V.- 4 MPON'T14, F-T 11 Z I - �� ,", Lb5`Dflv ,.­"3 'A� 11 i., . 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Separation from glazing Is not required for Installations outside at wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been dertionstracarl as evidenced in previously listed test report(s), and is accounted tat In the engineering design of this product, fflnd Load Resistance This product has been designed to resist wind loads as Indicated in the spart schedule(s) on the respective Product Evaluation Document [i.e. engineering drawing), Installation This product shall be Installed In strict compliance with Its respective Product Evaluation Document (I a engineering drawing). along with all components noted therein, Product components shall be of the material specified In that products 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 (i.e engineering drawing) as noted herein, All Supporting host structures shall be dos$lfried to resist ail Superimposed loads and shall be of a material listed in this product's respective anchor Schedule, Host structure conditions which are not accounted for in this product s respective anchor schedule shall be designed rot on a sft"pecific basis by a registered professional engineer. All czarporierms which are permanently Installed shall be protected against corrosion. contamination, and other such damage at all times Tilts product has been designed for use within and outside the High Velocity Hurricane ZDne (HVHZ). Respectfully. .11 I � � � " _"Y"C' � . -, , �e -4 e_�__,___ �L___. , �� ,-,. ,I - �� - ,_ � - , , � , � , , __ , � .�, T-F '09 1IiP . , -,�,��,�,, , Frank Bentrurdo. PJE� EN13INEERING &PRESSS OE0046549 I Can AuTh 9885 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAPIOENGINEERINGEXIRESS.COM EnGiNEEAINGExPREss,com - ".11.- 11­_­AL1_11 ­1.11U. - .­1111-1111 -1-1.1111- A hp, " -_i,� - I � I - P.� - _�- 1�; �Ml - - 4 �I I -1 - "L I 1_ ­� _14'�17i 1-0 1 �� --A- -.1 � , i 1 I -,I . .1-1-1- I � I � :� � -1 U I, , � 1. , li� \() - - . 'L L, � �, � I �, Li�. 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'. 1'�-,� - 11 REX HEAD TEIN ANCHOR . . I - I I � - I � i, EDGE OF I . . � I j� . - I . I . - EDGE OF I i 'A� ------ � I - � I : � , -8 emsk �_ i -1 - L,41 �j'� _�-,� ", , "' � . . I 5 I I � �', I % I I __09 - . � ,, ,�l , ,_ E�P. , , I "," a- , 1115-- '. .� , ,2* �� � , jj , '� ' 'L - � I I 1. �_ , .k� � ­ L__ ______ -_ .I F'� " - - I.-. - - - __ ____ - �-,_ 11, - I I I I- I .11�� '­_11 ____il 112- L' L4. 1/2, I 11 11 ; I - I ! "'­ A_ - I - � I '. ". .- - M. I I -I I I .. - IT " i . it I/e ! I � *%444'�� _ #, R A - . I i 7/7, I 1. 0 Mr. � - � i i N-TAR. - : , 111410 4,Z 1 ; I/ I B'A EX. _4, ... P., S I I.-C, � ; I 0 RTALT ,4 t W". EXsLNG -SEPARATION , _,J , GLASS A in GLASS. 9 i � I I 3 16*# 1 - - " 1 HWPHUM Par, I - � I 10 Z I &__ � ­­­- A --- I _,_�__ .r I/. " - 111-1-­­ I 6,--o' - i " - � "i . MAX, 41.�61 I I PANEL LENCT,i 11 * , 1/1 ,�� * IS V _ ,�--­,�-­­­� If - ___ 11- � ----- -- ---- ___ I ­_," _i W-V I I I " i PANEL "Ay �� ; - U-nnani * I 0 ! 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I ; �, THUMBSCREW i C I _�-`�,, 11 0 I I i �, - " � �?� � .� � �, - , �4 -� �; � I � " %',,'�,', L _.�. 1. - F_ I I � i I i 4 � .� , � ��,il� I rrL1 - - - -.-- - - ,/r , , ED ,��,,,.�� r I ­ I i r,. - � I " " I i E O. ___ , �, --- - --- - ` I - I " - I � ..-I I - - , 1__� , , , I, I _17� Iiiiiii, -�� :I- � ,I- - R-7, '' __ � - - (�J\ � ,­� 1 1/2' CO. ,_ I �. � I 1, �� ­k i .11, 1 " . �'.. � ­C7 � .. . ., , , , �, I . , � r 'L, � 4�� ,,,, - 1/4'0 TAPCON ANCHOR 1, I- � , ,�. - ,�_ i ki I �, � � , 0 L2' O.C, , , "�. t/4-0 TAPCIw 11 11 ..� , - 0 ANCHOR 0 12- Orc � � '%"iSC"RNMGP CUBEe -1�11 � I I , � � '; 1 - I 'r I" I -��­ tr� � 2'.4, wow - -- PLATE 7 ,4 � I - ,, , - CONCRETE BLOCK �, " I ' ' '!,: - __ _1­'___.___ 1,1, _ aliquittre REOO[REO WALL MOUNTING � A"_MQUHM SECTION EZI SCALE 3/8= 1 - ALTLR"A1L)aJ2AW SCALE 3/8-1 - L.11 nu ... 4 - Q/, , "­ _ ..'. '. . . . f .�-" . %* FLORIDA BUILDING CODE HIRIT Velocity Hurdcone Zone) �__ -_ NOTES* * MIN, PANEL LENGTH � 1, INSTALLATION ARE ONLY VAUD FOR MAX. A,S.O. DESIGN SH.Al-1- BE 2-6" PRESSURE RATING +/- 40.0 ps.f. AND W-0' MAX I I PANIEL LENGTH, � � � LN*n _Z .� = �' o.441 1. = `P2020 111DA, � . � - 24 GAGE GALVANIZED STEEL STORM PANEL =*r * : - = = -, " \ - � I �!� ­q`- sc��TATFEE 0 . - - I I 11LIECO time" , ­ __.. / \ GLOBAL PROTECTION PRODUCTS, LILC. 1_11 " '40i;ko - .. 5. " war, a�s ir, RAMP, Irr _�1_1`3_A-- .M 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC . . _-�� I,- - ` , I ILI- 111. _T�ur` =014-1 ,A"==A1_0%PA-%V - P,Pk=01,11: 1. 0�11_­", ZZ F­ t-'Xi.-�. ;. ift-)AAA-�7 20-175 DENSITY OF 0�55 OR EQUAL, , N �~14 - I - A-i - 1 - DR.A. �� . I I TVX I , ti�, FX ITNRW� - 1 V I -, ,- I � 11 I - I ... MPRI 'a V 'Ir - . I - I -----Nl\ ALL AMERICAN SHurrERS AND GLAS [24ga GALVANIZED STEEL STORM PANELS (HVHZ BE NON-HSV,HZ) I �;a TOP MOL,r,rr JCON I R. 'TYPE AS PtEQ'D) SECTIONSr , , OPTIONAL,12-20STDCH BOLTS ITH WA1,11ERED I /_ WIfvGNWUTS FA,STENED & /I OVERLAPS 0 MIDSPAN (usr- I �� - ,� APPROPRIATE SPAN TARLE) E ,� -, " � / I , � �20 I � 1 �Q �- r--;----. �, , ____ I _" _,�'. 0 I � � . . . � � 2E E RE '561, , � . R - - - HIL , - -, - t L__ I / f,�, _LLW - ,�� I � b BOTTOM MOUNTJ ,,� � ( � , (CON P TYPE AS *1 � '---;f REQI)) ,I P101391"A / R' "�� MAYBE AT-T 1 .31 1 - - ___ M /` �1 TYPICAL VERTICAL MCILIENG ELEVATION \,�V N T S. CLEVATTON TOO MOUNT (90NIN'T I _N Lm.� 1�1 i� . JSPAN ABOVE I __OS UCTION) - I BOTTOM H�i - r-MOUNT ��� -.-Spg tCONN TYPE J AS REQ'D) � HHO 1 1 �i. , . 9 Z � � ,a ) I i. . ­OB.-TRUCTION - ___ (LOCATION MAY VARY) 0, 2: t� A, t � � � -"`-�_ "12 LMUU1N,F'T r'""'FE rIr REQO' E50TTIJM MOUNT (OONN_/ . ,,,EX (SPA BELOW N _ Q) _nPr AS REq OBSTRUCTION) M P907CHED AS REQUIRED, "Ar"L -5 "Y BE OPTIONAL Y�'-ZD STETCH 13OLTS WITH WASHERED PROVI LED THAT CONNECTIONS AND ANCHOPS� ARE USED WHICH SATISFY � WINGNUTS FASTENED @ SPANS ABOVE & REI OW028791 CTICIN OVERLAPS 0 NTHDSPAN (USE NITAIII-E) VERTICAL MOUNT ELEVATION (2) (NOTCHED PANELS) 11� NT3, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 2- GAUGE PANELS I I I 111rV1 -1111 _. 1I.TKIN FROM GIASS 111111141,01 OWLIZ, WIND ZONE 4 I, ESSENTIAL FACAI ITTES) .1 - - - _. MAXIMUM , " ­­ . � I Of�IGN � I I ALLOWASLI, INSTALLANUNI N51ALIATY-M59ALATIR � PIL"A F SPANItmall THAN 3d ABOVE t5RADE iHAN_40AWVEGRAOf I � IF%) , , .4 ! -,- --_�,�Ii,--. T - __ __ - , ­­_ -1 __ 6 D51111 - - - ---I- __ __ -------- __ ___ - � 16-T14- -.-- , , i- ,1jjCiI, 13�w�v 6a6_!n � _ii,R� - _: � .14D._ I .... ''.. 13"Um - -,-,-,,,-, Nar'. __2,IfJ� .. .... ___ - � ,Tc- i- -i�w D_ ,,, ___ ------- so ... __,1A6_,,____ ZAk" i I �I�So � L30,0 IR 6 Bair, �� 16 w � � �VEi_��n_ ___ - - T 35v, - , _�­� ___ I L I q -W � , M 2.i, _ - _6p?m . 6 09.,, , T�3_in__ - - ---- 7jg­ , ; , ;_ - - ;;B, - - ,R ____ S F,--- - __- .11 ____ _-"-�_ - 'i �I, - --- I -i yu � ; --- - - 161", ___ _C1]2­L._____ __ --iiia ;-I, �01AIIJ �)LNLUULI= IIJU I =�,: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD 8� PANEL FASTENER SPACING TO DETERMINE MAXIMUMALLOVIABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2� 'PANEL FASTENERV ARE STUD$ USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS �JFII, TRACA, 511,101)(F) ANGLE� ETC.) USE 6.27' ,C. PANEL FASTENER SPACING TABLE VALUES FOR 9L *H`- AND 'U"-HEADFR5 (INCLUDING BUILD OUT CONDIT _ 1045) 1 LINEAR INTERPOLA TION BETWEEN LOADS IS ACCEPTABLE, OtHERWISE USE NF-11 HIGHER t1OAD. ____ - I 1, ENTER SPAN SCHEDULE WITH POST nVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION I- THE OPENING To BE PROTIECTM� 2- SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY I NteRPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HISHEA LOAD 3, MR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE CLASS SIEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTK'TED OPENING 15 REQUIRED. " Ug" " P�EBY,Pkw. E -1 X�,P CA, 485 lby �' - _:�,_, - - !_� _ - MAXIMUM ALLOWABLE .1 F,f,,R:,i,,,,T,,, lz�r�,,,;. � "111 DESIGN PRESSURES: ' - . .1 � lu�Q'11'10`, ZD�_ � .,� --t i, " -;,�,� - FIS NOTED IN DESIGNI - DESTIGN NOTES: I SCHEDULE$ -1 - ��' - '.4 Pi ", � . 1<XII1IW1I1 EG TTVIO ION 5 GALCU LATED �j,� I, THT;A US, WET� � MURE ,�JN�D FOR ETEPEHALL 0 DETE PER - � 'i, . - , 'IT 1 LIM m, ; , Q .,�,-Tl IN . T,1,14% -CE WIT THE ORIN ,rPG�1�1;3gI,f ,. E REMINT!3v %, ,T �� ,;,�, i,.M � I . IN ",.C,A DE R141MDJN CCORDARCIE�Nl 1603 OF E FLORIDA BUILDING )DE 13HALL BE &HSAGPITEHRAN H NEZAND " ,��­ I , OIL x " " �, I a u 1111 'r .1 111C 9 ALL1;1Lt,2W SITIVE OR NVIATIVE DESIGN T.r VALUES 1-15TED HEREIN FOR ANY - ,;, - -­�, , -,� --� -c 9 I *, ASSEMBLY AS EHMVN. ,� �,� � .� I 315 . ,liigq; M � � '1� �o, RN GENERAL NO-FES: , a , , , *-A, 3V � .9 I Or I �DCDTHLS SPEcIfIcATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN RDAKCE WITT THE OF THE FLORIDA BUILDING CODE I ,'I La EII IN `2 T,UIREMENIS R USE INSIOE AND OUTSIDE DF THE AVHZ. RER &=,W�I` -W-lo-N �(2rcrw�)J Rk-O-I �, OONTRACTOR 114.1 I I-- o, a 3-V3V. ENCREA&E IN ALI.OWARLE ETRESS HAS BEEN USED IN THE FTHISSYSTEM ARCHITECTIENiar[NEER OF RECORD FOR THE PRCUEOT �� 0 UCTURI! WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE NTEGAITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH I= - , 2 COCROINATED BYTHE PERK177ING CONTRACTOR, I 2-1 ,RA7E'5TT5-s?eCIFIC'SIU,LMJ C14MNEERING ­U_ at UIRE. III DEVI ATE ON LOADS ' SPANS C6tJr`AVrD < 8 F c_ T7 IS ENGI EMIURROTE'Rit" ONTA ; r �MESPAQ CALCULATIONS AS X -, % -, &1=101 Df`rALLED H IRIEN M GENeRrC: AN Q DO HOT F R,OVIDE - (A M 9 2 � i M 5i A, i JON Pon A specrfm S�E- MR SITE ';oil I"' 's DrFMREI47 FROM 1770145 DETAILED HEREIN, A LICENSED ENGINEER OR REGIIIERaO . ,e . - III TJ%HALILFRBVAkE SITE 51ECIF� D.CUMENIS , OR USE IN ION VaTIJ 7MS COCA Muir al L'IE111.1yl I 1F1,11T11611E EAEED ,IN MAXIIIH TESTED _a A 171 E riet D sA ,'A TDA� �: it - ,V ::i § � -, �:, 3i, N A� , � I - 2i , R � �ABTADTM'R ...... AJ,e1P-SA,P,1s1.ADI S UN%rS Na". , EN 1, rI1AyE'1'E'R4A'U LA , "OTHER SE R � i 665 . 11�RESMTU r MAT�+tl,A41,11,1,1,1111 COMILY WI1,H 'SPECIFICATIONS 1-1 R _ In MISTQ�"EES S , . BYTHE AIL, NINLI 4 ASSOCIATION, Y APP11CABLE rCDf L, STATEr AND/OR LOCAL CODES, 8 - I � -�TIJRMPANtU5SHARA 14GASTE5-0,014" �M PANELS SHALL OLL14FORMI TO A'TrI 161T 57RUIURA-UP., W 0 GALVANIZED C "" WITH A H�NIMUM FY-48.1 "L 0 -Tc, AL MINUM AL OY. 4LUMINQM tXTAU`!A"NS5HALL BE 606s LU I L LLI X: I � D CTHEFVJ15E. �Te < & BOTTOM OMILE S HOWN MAY BE rNITERC HA N aE P AS - NS DICTATE. PANELS NAY BE MOUNTED VERTICALLY OR _J I H En IN SH ALL BE EM EMU M - . _J -CE IrTRUCTION PRACTICES BEYON D THAT & FECONAL C..CS N I`90. ERET Ill NO ADDITIONAL INTENDED, �Erk MA -CS TO THIS DOCUMENT - IS CERTIFrCATAON ,EELEDLWITH A MINIMUM OF �1) LABEL VISIT ECALO.10131543 0 M mi, -3-,�_ 'J, _'*T C�3 ,.,,,,- - 1�1 I �111 11 , .41.1, : li,.1,01 ­1111111�1_11 111-1111- ,R=8,61,ER.MISKIRe"O t��, . _,.IA1`A`M I-- - - � . MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT I � I . I �,, � - S I 2. 2 b . . t 'P I 1� 1 � ,A 2L. - � ,3 , . 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T_� I . q.', - 3.062, z5G, ­4 2,000' 1-- --� 2.0m, �- ,TYR �'i . ,X I -L'$ - .Z3011 - 2.10ZO U., I . _N1 �_ 11.� . " ,,W> V a - V�i� G�V_�H RUIUB-OUT -9- HEADER @_A� @�ZP� (�� � ",-, �, j;,t , " , , iO3 ,, 11 �'i PC I � I , � I i H . �.i 3.886" MAX 0 30" � I I Is � ; . -1.560"�_ _4s . - ___�_ OL37 - ; g Z . 55' 0.19 � Q,i.gi;-� I C.,,,,t� - , %t;L, 'a"" IQIH� : q I - Q 11 , 't 11 rI U, ...1.1 1- - .4 �: � WE iff -1 0 ". L_, ` , - � , " , 14.875" PANEL I � . . _r � C C"r, � - �0 a 0. U C., . ' 06 11%1: I -,*.. C'L37&" K L V'FU G F- 7:::A 510' 0 ' - I "' " �',, " , " I - �- ­1 7-ff ,;�� F:T� 1. , . * I - - � - ZSC , - 03, ; T::! OO90, , , "" __ , �' 7 02L� - I' .-`i,v,w- at-7t ?& RO - T- , �J D.090, T� ,.",� �C.090,�­­­ - �Js._ 0,305" __ , (16 � TYP TYP F� IT S"o i ___�_ n ILD-LOUT It' IRA -1 - '�'­' -E PP., � , SU - a= 1A11 A .rT n KEYE . - 1) 0 li` I I - r I (�p AN GTYE TRACK �-121LWJE�1210_', &WO , A. , . � I 0 3?V -U,23�-- - _! � .i, P 0, 52" �. 0 1 A - , ­­ . 0, ISO S5 . IP-1 "IT I M � - ­,'�­,­o � < ,I � . I � . - �p /--, 1. �77 LEC 12 . ,, I re - � - � - _____ DUCCTI.N . � 4 � ' � , -_ IAI'11M ` , 11 ­ �, 4 -1 -P - - ; - .,.. - IkIL.11 T, _3.000.._ _�_Oj2g" ' !'--"- _ N� � � t a . I � - - �, 7' ANGLE -TRACK EXTENDED) � 1 7 ­­'1,� "�"t I TT � 8: I � L I i r � � a I ­­­ ­­ ; �,_,,_4 %'� � 8 ? , 10'1,tla�-I�IG�CATUR , �1�1­.�11 ., 1`111" , ;; , ­!."­ � lin � i i A , , , , , � - i � D.1._"1%1X "I'll i� i I , - I , I , , .25" MAX. i I " P-14A 1. CORNM CLOSURE DETML L , , t ; , I 9 t I I 0.198"-T, ��,,.'L��", �,,� i:: "-E 10 7� 1251, MAY I . � MAX, I __ �, - "N'., ; , I -I.- 1.11r, Ce 9 . -ill-1, 4 I. "I f`%,...'� BUILD -OUT /-'�­_ z--,,�-, ,��­, LU . � .1 -,.I I- P__ . � � `1 ", 91L I b"111N, 11-1- "I I'll ,,T,N,, 3 1, I= 71T­ I -A= I C M v I ,.,I � � , L1111111-11- / . T � A-.- - (-- l000ll _� L _11--`111.1.1" � r' ­­­-1 < � __ 11-- `_­�-­11­4�--­­, - __.. - r M n 111- LQ- I'l 1� , ,� ­'­ � ""I -- .; I I ENDED t I _�, � / DD. I - ,L1 �1111111 _�'. - 1 C-1 - - " �5EZ ­'; -1-1 - 11 11--1 _,�� ... ­f"; . . le I.T I I �q ,r .. _­.. '. - I . L -OVERLAP ­,,­ - 3,9201 , I � ] �­�, �., , MAX � I . A ­�L­" ,.,� . . :: , , E T T,1_1�111 ­­ 111.11-1- 11500, � ­­ ,..-' 1_// �25' MIAN "L I . ­111-111 .1 . -1 T - MIN I �­­ � , ! . -1-11 - �1 _L I I I I , - � I .500" 1. ­-,� -­­­,"'r, I'llig -, - I I I . ��. .1 I 1� - ". _N_ " 1-1. VMAXI - I MIN ­)�­­'­_, �-�, I I "'. I,��,�i­" I W01 - 11 I'll nIA-Z 14 :A- (@ C.RLIERZOSURE DETN[L VVF­­71_ ,�:�_­ - �- - -.:­­T`. : NIS�C ".-1--�1 �' - , I- - - ...,Ill, , _�,�tr. '..+, Tlz= iLA11MOUNT CLOSURE DMLIL _­`-1-.111 I 99 ! 10 NTS I �] -l"", I ihl� Ill I ANCHOR SPACING SCHEDULE: 24 GAbGE PAWLS, PANEL FASTENERS @ ITS" 0 C i N ���� M�111111[89100110= ���MM ��� so M EMNEIMMMMMM �"TWNIIMIMIMMM��= I I M,10fflMMV9Mffl[=MM�M8EM1W MUMMMEMMMUMEMilIMIM MWFMffMMffl[MFM� IlMlill I= �� ���Eew,,,,=Iwmmfflmmml= ��� �Mm IMEMERNE Mon �� gmemmmiffilaffim MM I mm EMEMMEN111111MIIIIIEMEMM - 1111111"M __ - _--lMill __ ­rA-4.1fV11M�!!IIIIIIIIIIIIIIIIIIIII - ��l .. � !mg//.P////,//,//r////�//"I�///P//,������///�z/�///���///,/-//-�////-//�/"�-"` VII�IIIIIIV�4��Zl��f,Zfll�llllllllrllllllFl"llvl11111�I fflv�� / , EWIIIIlfll�,�,�l����11111�ellIlIVIX�IIIY�ll��rlir Vi m , I E * �//V, �/ g - / , " 0,/�"",�-,,������-�/�/��z�`//,�,,///�-�1`7��/"�/X/�`��`/"�"����`�"`-/�����/////�/�,,�������"/�//I /WRffl/// , 1, 1/1 MOP , 10,11010111 � M-11 /�,I,",ffifflmmm , / / , , 111111IXMMV1;1111Xy4W11�IIII=IIIII WN/0 111011311 , ,;; I A I I I I IMM11MI11"MIN/0-1// II I - �IIIIMIillll MR;. MWIIY-41v�ll�l�1,1�mlm;,Irlllllrlllol, V/,////// �� - i Z , -1 - . MMMEMIMOM E ffl= an 02111�11=11MMMMI111MIiIIII M Em I E]AMLUI!IVX" WM 111131man MIM11M MMMEMOMMM . I . I 1: - - - aammm�[� "'Iff.", I 11�1 �­ MC -Al- 3 �" , r. ... P.-N ANCHOR FRESSUR E TYPE (M) V-11. - LK, U A -It ... "". n,"�.. - - C2 . C4 " Z� - .4 MMM TYP C� C-1 - Cv - III" � I EME. 33 '­ -Lk .� ft� 48 . 7Z IZ.5" -1-6,q, 16.0. IC'K 12.5" A�_,L 16,0" 7. I" 12, F - "o, I $I0, 5.21, , ��T � U. _O, . E.. ,E V, �S a'. i�c. E � M 1: . - 1i 2 "I a 1�. L2.5�' IS.D' Ise" 7�5' 11.T' 15,0" 14.7" 6,0- 12,5" 1&01w 14 7L4 6 Cap LZ, "' ­5 1-!' 1.0" �A IS' 1*7' G� .,C' 1�.V* 1Z.5' �60' ­" I�J" ..T' IAT' A,B" 1�. s' �2'V' ­W'1.1" .0" js'­�4­ ve" a 0 � �1, � U, C-11, 33 woo.s­w 41 N 111.111iii. . 48 1, I SE 72 L2.51 MO!, 16.01 le.111 12.Z_1�� LZ�` 7.0- 12.!F 16.0-10.8- 6.2' L2. 5�' I&O" 14,V' &I" 12. 5" 110' 9.7" 5.61L -7 2S.. __ 1,6,0.. 9�71. T61. LE, 51L 11�5-' 1.215" 16,011 1Z.011 16 O" ILI " ily, ��11 7,0" 6 4" 5161, 12.5" ­5" i2s, 15LO" 15c" i61011 9.6' 5�:' 9.5' 5 9.6-1 S.Sl� 12' V �2 V, J2�511 1,011 S.6'L .R I -1.1 a 1� � I'll :S�01 9.&I FIG", 3 VV�.-V,I- UNUID 33 TAICRIP'CFAS' 41 AS * --wim"M 11 12 ILEL 26.11, 'cef la.51, 16'a" 11,5, ; 12,51, &0:1101.2 16.0., 13.3'� 12. 51 .11 11, W�,INWA "', 16.D 912' -IfLE -11LL 12.5" ISO" ILA" 12.5., 16,01, 9�111 42, ' 16.9 94 1Z.5 .,5" 16.0" los 16 "' e�" IZ.51 ,� S. io,e, i�l R.I. 1 , 1: 112�5 1 ,2 � a R:: ��­:: V Is " e -, // , , I 71- �!W.1� ar.2. 33 - A, , F"'11141`14- 41 V100CEU.- As * *0 �Z 1 72 ­12Z.-5, i6.al 8.6., __ ,1_51 15151. i., 6.1.� I.,., R, ,:: J@,&.' 5�3-' 4LSY ��,I` Me' 7 0" 12.5" �1� 4.." 4 �� 6.25" i2,4" �­`� � iZ,5' 15.4' 5.9' 6.25" 113" 4.7" Cul 6.25' i2.3' U ,,i;: L'LV' � 4.2!' I'll Z.'W' 1� V 4.7" 'i O' � .25" 12j." 4.T ­" a �511 1-11 ', "I E,2vl 12 3" 4,V� 4 [Y� ­5" �2_�' ­` A,.' ANCHOR NOTES: L ANCHOR SCHEDIJUEE APPLIES TO AIL- PRODUCTS rFJZT19E[) HEREIN, BUT ONLY PROJID� MAX ,MUM ALLOWABLE ANCTiOR SPACING. MAXIMUM ALLOWABLESPAN5AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY, Z ENTER ANCHOR SCHEDULE aASIMON PANEL FA57ENER SPACING, THE EXISTING STRUCTURE MATERIAL,& ANCHOR JNPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHU17ER AND SELECT SPAN GREATER THAN OR EQUAL TO SH U17ER 5PANrSSUECI` CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEEI 2 FOR IDENTIFICATION OF CONNECT LON TYPE), 3 . PANEL PASTENER�'Afd! STU CIS USED IN OONJ UNCTION WITH ALL MOUNTING EXTRUSIONES ("F`TRACK,STUOriEDANGLE,ErC) USE6,25"O.0 PANEL FASTENERSPACIVIG7ABLE VALUES FOR ALL 'H" -.ANI) 'U'-HEP,QERS (INCLUOT NG BUILDOWT CONDITTIONS) 4 ANCHO;�SSH�LBEINS;TP,LLEUINACCORI)A,NUwrrHMANUFA-MRER-"P.ECC)MMeROATTOW- 5, HOLLOW BLOCK HQ5�T$TRUr_TVR1E5HAUL CONFORM TOASTM OrO DLOCK. 6 4 MINIMUM EMEEDMENT SHALL BE AS NOTED IN ANCHOR $0111FOULE, 1 7 MINIMUM EMB EDMENT AND EDGE OESIANCE EXCLUDES STUCCO, FOAM, AN06THERWALL SRIC� OTHERS FINISHES WALL FINISHES SHALL RE LIVINTED, 70 L/4' MAX OR SHALL EE VERIFIED Y TO ADEQUATELY TqANSrER LOADS TO HOST STRUCTURE. % CONCRETE ANCHORS NOTED HEREIN EiHIALLBE EMBEDDED TO UN-CRACNED OCIPICRETEONOY. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTI NG CONDITIONS MAY VARY� RELD VERIFY THAT FASTENER5 ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 51UL CLOSURE PIECESS. ID. WHERE ANCHORS FASTEN 70 NARROW FACE Of STUD FRAMING, FASTENER SHALL BELOCATED IN CENTER OF NOMINAL 2' X 4' � MIN,) WOOD STUD (r,' EDGE DISTANCE 15 ACCEPTABLE FOR. WOOD FRAMING). 'T UD SHALL 9F,wvrHERN PINE" G�0,55 OR GREATER DENSITY, LAG SCREW V400D 7 SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD� I I REMOVABLE ANC1iONS ARE DEWALT PANELMATE. ALL -POINTS SOLID -SET a BRASS BUSHING Ll MACHINE SCREWS SHALL HAVE, 111" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HE -AD, TRUSS HEAL), OR WAFER HF40 (SIDEWALK BOLT) LLN,O� 13� MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STLk'CO OR OTHER WALL FINISHES, 14 1111111111 DESIGNATES ANCHOR MNDITIC443 WHICH ARE NOT ACCEPTABLE IASES, 15 * DIRECT MOUNTING CONDITIONS- 16 LINEAR INTERPOLA71DN 15 NOT PERMrTTEO FOR USE WITH [HE ANCHOR SCHEDULES 1AMTEO ON THIS SHEET I �IIAAI.HINAIIII 3'i�;_� U`1.11.11 "��", I - w -;4-- - Z­ �V , _*�' , I - 1�� - _,V,14 11 I � 1�o Al I , ,� .1 . e,i = c', I g t5 �, I Q , . - ' E `13�111 � , -, � ,;,I ul � I < . P . I -o , , - ,� q � I . , , si _1 � ` �[ 5 I I, �� .- . - w j5 It . 11 I Z-) 0 5 0 . ,n a I r � T all. � � 5 ��i 2-4 - 5 A- I I 1. . g 11, , ,s ", LI) i � I.- - b Z-11n 02 ;5 t ,� '. 12 C I LU Sp X � < gil 9 U) -I-, " a) (D (D _c_- -4-0 4__J U) =) CIO > 0 L_ C/) 0_ CL < a) 0 C =3 -0 CIO 0 6 - L) o 0 L. U) cu " M =3 LU 2 < Z Z < I __J 10- SHEET NO, SH 1 .5. T1 - __ 1-�