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Home My WebLink About6645 Back Forty LpAB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DIED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir, Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Fig. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int Interior KMIALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O. B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WOW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES REV. 06.23.22 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. I = 17= INI INI AIX 1118H 1941 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 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. N O as 0 a, > w G 6 N - � m �LLa �, N 3 a CUy �• Q ^� N CL o LU CV, N V '^ _ O N M N UJ ±x o LO o No F i) 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. a g g8 t� 0 m �� 0? m ao di N CIJ aLLLL LL w Zc°' o a x ILW�°'°' Z m ,Z N Z cl Z N OU 00 ❑ ❑ z J --. N .0 o oLU NLn •, ® U � W J ul Q r. 0 N se M '� z J o *o� �E 0 �a�� 00 Z co N C: N�z �ME Z�= J 33 u� a g� U W LL� az v zla 3 .0o = j(0 J LO LO rn �. Q F— L- oC T (n coo CV m LO QI a-•+ �-+ 0 LL M � N C) 00 (V LO E �' CD z° z E c c a E 0 -J ci a o JOB NO: 23-04908 SCALE : AS NOTED SHEET NO. C S H.B. iel O A O S3 EGRESS EGRESS 5-.. SH II "' 1 SS a IBERGO'U M_ A AC \\`\ ' ww 8=w NPTR SU4NY D ■ \ Ln❑ tn� ILL: TYP @ 1iv 1 \ `\ N1-1 � KITCHEN c 7B Fin-A0 STORY 21,_2IVAULT- CI_G_ 21 0 � ca P 5'_ \ o \ C7 \ \ ► O TIL uJ SINK w/ DISP ' - - I BEDROOM 3 2„ 7 BATH 0 CAFE \\ r l D.W. I 8 -0 CLG BEDR OM 4 o ,n VAULT. CLG. N > U I I ❑_❑ o T ' BEDROOM 2 CARPET TILE G 1 II 8 -0 CLG. CA PET _� cnw O PATIO CARPET 1 c C - - - - -� - - - - ] - - - - - ---------------'- _ T _ _ _ � _ 8'-0" CLG. CARPET =a w Z `c$ O C`�W c T OPT. Q - N _ J u��io � rl��O� �6 I REF. I ( I 5068 B.F. 77 4068 B.F. LM f; „ 4'-0" 1_7a31 6-10^ 8l_811 51 .111 14'-611 51 7,_6„ N --------------- iv 2668 � 2668 M 400 -' fl R&S N HDR AT T-4" 23'-8" T-10" 7-8" 10'-10 11 5'-611 l.71, 51.3,1 I r� FOYER O I I ENTRY LO = 2:12 VAULTED CLG. j 9'-4" CLG. 3068 j j 8'-0" CLG. is O M FAMILY R M TILE- I l 11lo co M r ^ :- I 9'-4" CLG. ? o -1 R.A.G. 8i CARPET i8 3 2x4 #2 SP F w/ O K DTT2Z @ BASE _ C T. j S3 3 S3 1 S AU N r r �I I I AHU .II 8'-0" CLG. ', i I NOTE: FINISHED1 WALLS TO BE TILE t---.� n fl I FLUSH. VERIFY IN I I A S3 4'-0" o - II 11 FIELD. I I I OPT. D OPT. 11 1 I I I I TYP @ 1 STORY I I = knl I i� l I I I -- ---- - (3) 2x4 #2 SPF w/ RGLASS RGLA DTT2Z @BASE SURROUND 0 TP x Ulw I p 1IIII R&S -U � I -- ------ - HANSON 60"x36" BOX @ 36"3A.F.F. SSHOWERN N IIIIIIII I c8owr I 4 I DRYER VENT EDGE OF SLAB 2" pIIIII1I 1 1 1 2868 5-31" 8,13'- 10" THRU ROOF BEYOND WALL 1 o Lh 1T 8 7_pl 20-1 ,1 - 1 -10 3-0 N II �a3 CAR GAHK MAULcMw II cr2 - _.- _ Ala W.I.C.OSATOWNER 8'-0" CLG. S SUITE 81.01CLG. s'-o" CLG. BUILDER TO PROVIDE IIII IIl ITB 8'-0" CLG. TILE CARPET 21_VI APPLIANCE PROTECTION I I I CARPET O WHEN REQUIRED PER FBC I I I K TYP @ GARAGE LINE W H VERIFY LOCATION iv ELECTRICAL PANEL L____________ I S4 OPENING 6"DP°' ----------- I R&S 1111 1111 11 1111111 111 Z co 11 172:9=1 I I I I I I I I ill 1*111111111111 111 1i7r7rT=i I IF 1111 17=1 1*11111111 11 1 1 1 10111111111 111 1% 00 VERIF METER LOCATION WITH BUILDER 11 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) - 2X,2 #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 91/4" 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 1 S.H. 13 20 X 381 18 4 X 371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20X63 18JX62} S.H. 16 20 X 72 184 X 71 } S.H. 11-12 271/4X26 26X25} S.H. 1 H3 271 /4 X 38 26 x 37 1 S.H. 1 H4 27 X 50 26 x 1H5 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 112 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 } X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 J 52 J X 371 S.H. 34 54 X 50 J 524 X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Bl SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 GG SEE SN SHEET OH SEE SN SHEET 'j 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTAL AREA 2376 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED Q11"i N N c•D 0 Z d J , W C f0 C1 N m _ C V_ w cc C- -I- C-4 N .p � N 41 O tO Q N V o := 4 ym sr E � o a � cM 0 Ln 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. a E g g8 Lo 0 co 0 n� M M ll J LL U_ � LU n _ gco W 0 m W. ! _ ILW N Z ZS 04 04 Q Z N OU 0 G ry z s Q J a 7 N Z M Cz 4-1 �U O w s V) �NCO CO w � s t z � c Ch �0 to < z __J � z� gs � U w? oa M E 4s� ¢a VO au a4 z N a c ao m0 o� z z M J wm a N <°b w LL Z Zo 5z ° nw W p m f o z F �_ 0 >� J Y / Ul o� 0 J OO o O m � m 0' Ln U_ M o ca m N NLO _ LO T- (D M T E c z M z E O to a E U a; ¢ p JOB NO : 23-04908 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U) Uj MEDICINE CABINET o0 d' O� O� O 1 Mco `''M i KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER CL CV FIN. FLR. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o VALVES UJ o 00 = 1 CO SOAP - O 00 DISH o U 1 LO LO CD O O - o 1 t) co 7TOU B BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY 4 M a� 4 (V OPT. REF. O KITCHEN 4 F, BATH 2 d W O i h MIRROR O OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS -� 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS o COUNTER TOP 30 H BASE O LL L a 0 2x Lo 00 FRAMING 1 1 1/2" GYP �? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"= V-0" i O CV <V FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 eh © N 0 cov :3. w 0 Cr r c is L i.l p ODx. a Q � cal X E .0 L 61 V Q rr 3 cu ccl c� =01 C E IV G, Q ti i 0 Cri Q N N /1 O NO 'tl • " Lr C To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W QO � (M4 o NLo a j) ai 0 Q r` rZ M v " t1 C J W a o LLLu Z _ V a Id v W N W IL Z LLW y C?�L r°n � N m °o c� ° d � Z N O U N Q v a N �4--J_ d 17; z M .@ j`` '�",+ V ow V)C!-- cor w M o 9 .) all Q 0 N � ti CgJg J �L ¢ W f aE iz w z �� L 4 Ipa1 ¢ W0 W W z p m pLL o gZ $� o $LL < zi Flo a� Cp J Ulco � 00- It ° O m LO m r a 4--1 o LL M cr) CNI .� m N CV LO � LO M E M (0 z M 7 E Q y c a o 0 Q p JOB NO: 23-04908 SCALE : AS NOTED SHEET NO. 2 � � SHINGLE DNTILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 5 1GO7OOVERHEAD DOOR +3rGMODTM / 3008 TEXTURED BAND 8"W'SMOOT TEXTURES CORBELS SMOOTH TEXTURED FREEZE BAND HEEL ______________________ TEXTURED FINISH ON C.M.U. EO FRONT ELEVATION — 131 14'-0" RIDGE VENT SCALE: 1/4"=1L0" 12 T-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS ' INSTALLED PER MANUFACTURERS SPECIFICATIONS ____________________________________________________ 11-01, RIGHT ELEVATION B1 ' 1/&"=1/ REV. 09.24.21 ia -ou CWV Co C14 14 CD 04 To the best of the Engineer's knowledge, intomnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ronda Building Gode - Residenfi i 7th Edifion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to 2-00 13 Z 2 r-'s . � H LW:32PZ-o W 00 - 0 Ln LLJ 0 Z LO CIO UL co LO z co JOB NO 23-04908 SCALE : AS NOTED SHEFr NO. 3.1 r � SHINGLE OR TILE ROOF PER - •- __: -.- COMMUNITY SPECS - INSTALLED PER 12 -4' OFFRIDGE VENT -4' - VENT12 MANUFACTURERS SPECIFICATIONS _�J .__F:. OFFRIDGE ._ __ ��- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 5068 SGD EXTENDED OVERHANG Ti BE CENTEREC ON DOOR (2) 35 SH 35 SH REAR ELEVATION — 131 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" HDR HGT. -------- -� 1'-Orr - - T 12 T 0" RIDGE VENT 12 — 12 _ -- gc __-:---.._. _� ..� ---�w� �-�'-r '_•___.- _` .� ._-___�. _. _..-�-- _ .� _ ._vim _�.-. -.�-v --- : _....___ - - — — — — — -- —1-0------------------------------------------------------------------------------------------------------------- — 3'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 7:• F.FL. 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. _ HDR HGT. d- TEXTURED CEMENTICIOUS FINISH ON C.M.U. oo (TYP.) ---F.FL. — — — — — — — — — — — — — — +3" SMOOTH TEXTURED BAND LEFT ELEVATION — 61 tr_1 t REV. 09.24.21 r� c C c c o o m o A W O 'C✓ O u a� o C cc C.. N -C O x .r C LA- p N y O l0 3 = °i no o 5 c E c m 40 = x a eo is a+ au s� c n N GL C O O d tJ O M N O N N nrr O e C C: To the best of the Engineers knowledge, Information and bellef, 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 IW+ 8 a E v �r 00 d N 0�0 01 (n040 tlJ m v " u_ LL LL (WL Zv a 52 W ~g W_�pjO' m Lf) c+u Z -j n Z N 60 y WQD —z Z Q U) a " -- V1 z u-2 U 0 to c �N _ U • 12--N MID co :j z a E t— U wo }s a_ Z �a tio=e U z o qaq � oU z E W oQ r o q 2 2 C K a' c< -& +�j C U 2 r O } g z J ° 2. 8� o U A LL� z W 0 d �o W� x 2 J � zla ov 3 C O (0 J y/ rn Q ^,LO^, C� L =3 O j CrOa U) o J N m a..r m LO QI ccN m a � Q E z° Z E N E � E a 0 p -j JOB NO: 23-04908 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1' CAP a CAP 2" *NOTE: FOAM TO BE USED 1 ' RADIUS om ZIE ONLY WHEN ry 1/2" RADIUS 2" REQUIRED BY a 3 1/2" RADIUS c 0 1" COMMUNITY ^N 1'-5 "c -o 00 SPECS. IF NOT, iv 3/4" RADIUSIQ z W 1" 2" OPENING VARIES 2" 2" DETAIL TO BE 1" 1" s cy BUILT W/ STUCCO. 1/2" RADIUS 1" 1" c- N iv EDGE OF 1" 4" VARIES Mla �IN 1'_p" y W 0- OPENING VARIES iv 4 2,r VARIES 3 cs d 1 1''4" 1 rr Eo L M 1i' VARIES a -- 4 N IN 1" 1'-p" 1" ��• 3 w 1 1/2" RADIUS o 4 t" 2" 4" � �'- � �' � � 2 1/2" RADIUS 34" ill �p o a ML< MI7 � MI co VARIES 1j" 3 11" 3 `~ 3" z" 2" 1" 1" '" BASE BASE MIR 1r, 1" Q r 4 M • 1'-0" 4" N *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY COMMUNITY r a 1" SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1-4' , DETAIL TO BE 2" BUILT W/ STUCCO. EDGE OF ki. OPENING 6' ' t • 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these 4" 10" N t -. drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for I �q 6' e structural erg naenng portions o e drawing pages bearing 101, Engineers signature and seal. - 21" a N 40 N Ci g 1 s a ci Y � � Cr a0) b� i,° fl7 rA n ncoo `qb J N airNia u CO t a � IIN lL S W 6 tm� s- W �.mNcc o c'S 2„ 4r, 3„ 2rr i�, w w W°�' °f m t„ c N 2rr ¢ ¢ LL Z N M z Q k Z O U f W ❑ ❑ LL - - 14 1 1-1/2" THICK 3- (D z N mpoft 1 24 - - -- — s a I -a 2r�,r 1'-10" --- — 4' �I (D 54r, 1,-5„ 51, 7U) 51" 1,-4" 3" �'� NC14�� tl W — CD 00 dJ O • — 'ia A- 11 11 11 V) a" 1" 1z VARIES VARIES �O i3 tJ'I .j U c N 21„wig E w J I1J H p - VARIES VARIES - N I t d 4" 8„ 1 " Fi11 0 N 32„ _.._ �� t M 4 (V r--------- N e yIt* 6 I_4" J KEYSTONE F11 o t 00 w �� 1� KEYSTONE F11 P I OPTIONAL OPTIONAL v_ o z t ao w¢ cn i R6,, tO 2 4q' " 3' o & z So 2" T 1 4" GARAGE DR. OPENING 4" 3 4" WINDOW OPENING 4" q" c z 0 NOTE: a �z INSTALL OVER STONE, TYP. Z w 3 VARIES • FIN. TO HAVE TRADITIONAL N a LOOK & SMOOTH FINISH M ' • FOAM/ EPS MATERIAL IS iit o ACCEPTED `mq ao -5 NOTE: 2 -1' 1'�" •FIN. TO HAVE TRADITIONAL LOOK & 2 C D .1 SMOOTH FINISH 1a' 1'-sd" 14, 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5j" 1'-1" = T_g-- 7" N r„1 L m ------ L 1„ 10 1 _4r, 10co o N CD ---- 0p N rS 0 ca --- r --- () c ` 0 N CU d, 00 C) LO -- - E z op O cc _ y b Z cc O a C.i J Q O J � 1" Rro" lrr JOB NO' 23-04908 1 1" 12 SCALE : AS NOTED SHEET NO. 1" GENERAL NOTES: W o • POL BDENSITY COAT(HARD COAT) OAM I ACRYLIC SAND FINISH i c�i 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. UNDERGROUND IDis SERVICE BY POWER CO.---, INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 150A/200A INDOOR PANEL CENTER 14 to lights & outlets 12 to appliances and GFI '0 to WH B to Range B to HVAC 150=2/0 200=410 in 2" Conduit CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits In all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH � 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FP PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Ja ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE 11� — n^e% SCALE: NTS ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" co O C" os v C2 W O � o Z C2. o Ccc_;,N -� -- -o == x �LL� l0 O w O O C c9 Q r N ]C CL 61 C E c 0 tv u HE � 3 ee� ai d .a c � Q �J C: ch N O N ww . - rf r Lh To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g p E N t_ V N N O N —t �Mv LL W a. a d J_LLLL Z Z L �0 c Ili.' cb t0 t o to a �T Z W Z ILW 00 Lo Cl) Z y Z Z N O V ❑❑❑ W 0 V z S Z o d ¢ v n— Y1 Z v U' �-J 0) s LL •� �LU C Ow V) c d ® w � ~ Y* Q sr o cD a M O Z o E V z nn CL E` &Z Zo H �g �a tty ru •� (VYJ Z 8 3 0 ZO ° .anz =3 v zl< 0 `O = L rn Q 0 CL 0 d. . 0 O vJ J com U') r Q � O t'L M (� I U NO T m N L0 a) Q LO 0 i1i cs7 c Z m E O (n m a EE U � v Q p c JOB NO: 23-04908 SCALE : AS NOTED SHEET NO. 4 ROOF PLAN - ELEV-B1 SCALE: Y4"=1'-0" Cn N G N M 0 Z► W v }� W 5 C= C V N co r C W CL N fC C= a- N -p CV ..0 N d C7 Q N � io d m rr O B T H CG C 10 � c.) M CN N 10 i" e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W E 0 R " o10 N a C14 LL �U.rl u a -vim a 4 Z t ma W��, m O UM= N NZak Z N OU � 8 W ❑ ❑ Z pNp z W QQ O Q C[ — o U) N — N o� � V LL -, (Q � w Ow N V cAn U ~ � 6 CL, O s� M N� z Z L.L. S o�z® a_E 0 ? oa f� ?� Uq g oa 0a �a Z co 79� ` LL a� o w� aw v C: roO �W z Z mCga n U ¢ W �Z � p U W m 4 2 ~ Y M w as �C J LO In M 1--1 c� O C "It Cr O O Y m m L0 T QI0 O V- M 0) U N •— m V) Q� Q LO N T— M T E c Z Z y M O 0 .�. C a v o JOB NO' 23-04908 SCALE : AS NOTED SHEET NO. 5 1' H.B.' A V-10" A TYP @ 1 STORY S3 U.N.O. '-10" 2'-1OP" . 5'-1 .....: ................... . — •F- — -•�- J — •F- — ------------ -------- 1 — ~ ,._-�-- =....... —..�---- � ` I� — � v � '-0" � � - I :: .. 1 1 ; � AC PAD \ HVAC CHASE \\� \ BASED ON I �--- -� :: : `� ---- J ■ \ LOCATION \160 \\ I �� \ Z_ 6-10 I :: r I� :: \ III II I L I ■ s 0'-011 _ _ -31/2" in ro SINK / DISP _ S3 \�\ I rr-=- �r�r-1� - , I O I 1 I I 111 = -��'� A N o S3 \ I \ \ D W �) II �� If I III ::.: S3 LO v \� IL---it----2__ -iF I III 1 CHASE TOISLgND _ _--- _----___TII-- I �- 11 ��Ia �„ ��11 I - - - TYP @1 STORY U.N.O. ■ PROVIDE 1 Yi' RECESS C ` L - - - - - - _ L - - - - - - i C J I II OPT. Ill - - - --r CJ- - - - CJ• ' - CJ _ F1 - ■ STEPS AS REQUIRED ( FOR SGD. REFER TO \ KITCHEN ISLAND III REF. 1; ; ::: • : • • • • • • • • • • • • • • • _ • • :: • : ; PER FIELD MASON'S SLOPE FOR `� \ LOW WALLS III 1' O i CONDITIONS I WIDTH \ \ UL \ \ 4'-0" ( 1 \ \ 16'-10" 12'-10" o !. INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM \ :........ ...... J . ' I W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3a0b-psi CONIC. . . . . . . . . . . TOP OF CONC./ PAVER TO BE ' ■ ■ ■ ■ ° 2 #5 REBAR TYP @ALL PLACES SHOWN ( SLAB FOR HER1�11�D0 0'-0" 4" BELOW FIN. FLR. ■ 4'-8" 3'-8" 4'-6" VERTICALS w/ in HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY ` ` \ \ FILLED CELL ( W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI CB PROVIDE Yz" x 9 %2' _ SLOPE CO STEEL" SLAB OVER 6 MIL VISQU[ AI \ RECESS FOR FRT. POOR I L 1 VAPOR BARRIER \ \ 2'-6"x2'-6"X1'-0" FTG I -M 3:; "5 I S3 _, ,- cfl cl� 25'-108" \ \ W-51" W/ (3) #5 E.W. M c ..... - - - - ■ O o A CJ CJ ' \ I K CC (2) #5 REBAR in S3T S3 I S3 VERTICALS w/ in TYP @ 1 STORY I I =� , I AHU I I FILLED CELL I - 2 6' x 2 ' x 1 0 6 U.N.O. 3'-5" 7'-1" W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0" FTG I 1 ; r - - - - n r - _- - ; : M� (2) #5 REBAR W/ (3) #5 E.W. S3 I ; ; L J ; I II �� I : -3 1/2 SLOPE SLOPE M VERTICALS w/ in FILLED CELL :. I _ I '\ I OPT. D I II I_.- I OPT. VW : J -�_-��_-- __ - - 5'-3" V-10" T-611 I A.II M co : II o 04 I ■ : — CJ I :: CJ — CJ 4 cO • I 2'-7a" T-11" 1'-I EDGE OF SLAB 2" I I °' I BEYOND WALL _ I K 0 r J N 'r' 1 ^` 1 - I S3 - M2 I S3 I io 1 I: r 35r.-d" 20'-6" ■ 2'-6" BUILDER TO PROVIDE ; APPLIANCE PROTECTION I 01-0' I WHEN REQUIRED PER 4'-0" 12'-1" �. FBC (2) #5 REBAR VERIFY LOCATION VERTICALS w/ in --------- --- / ELECTRICAL PANEL — FILLED CELL -- - I I•I I I I:! 1 1 1 1 1 1 1 I r• I:!.I.! ... I... I .• 1 OP ■! I:I I I I I I. I I f I I:I I I I I I I I I> I I •:I f 1 f 1 1 I I ■ ■ ■ ■ 5'- 1i A S3 TYP @ 1 STORY U.N.O. 6-0" 55'-1 65'-0" VERIF METER LOCATION WITH BUILDER 5' 7- H.B FOUNDATION PLAN — ELEV—B1 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 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN uj z wg co O5 lz- - CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" C" O %a Cn r � s w o o _ M f-A CV �.• C 6L' O_ y {O CO 'N y CV L y N O •a y N X W •� E � c oc ; vo 7 U p1 c Ce m � car, c� c E vo rJ N7 O C'V O r1�7�R�F4f 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 - Read eMet 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 vEp O J N O N O rk LL yMC - J L U. LL 13Z a 4 t�� W r. � Q f0 `�' co z IL M Z J N OU 0 y Z W ❑❑ N v N M O Z W Z �p 'Q Q u- � U LL -1 ro 7 11, o � W 0 w U '— E U 0 Q � � slm COO M U_ $ y E () z Z® wa f- O } V rca&z U O q Z Cb ru 4 2 p 2 N M G �o J �o Z ZFF Cc, $3 a�z < o� W } M <� �W w yz F Vie_ =3 �I IIIIIIIII� u� a ? ZI¢ U L L-0CID rn Q c� 0 O tZ ICT T U) 0 c� m ��r o I0 Q 1 o co Y / r M f E CC o Z rho O E u? c a U Q<v p °i ]OB NO : 23-04908 SCALE : AS NOTED SHEET NO. 6 IIIhRi1ll�lil! ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (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 60.99 760.99 1 60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (24/6) or tom" EXP. 1 0346) TILE: t%32" EXP. 1 (3�1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 75732", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/s" 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. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1 875(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 1 585 515 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 H 10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1 /2"& 8-10d H FGTR 4725 3400 w/ (18) 114" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** 8 -10d P HUS26 1320/3235 "" 1335/2820 "" 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 *" 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ LUGT2 3100-M 4520-F 3100-M 3800-F w/ () 16D SINKERS& (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 680 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY **" DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 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) (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 T GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 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 qL STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. 2 x ;VOLNT LEDGER Vcrs 3 LACo Ln _ rco i 0ul 0 CLO r SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: %4"=1'-0" e N C=-J, N CD :5o 1 c mc.1`"„ C CL. N X. O � N d O to Q N ar a� c ayi o � ti Qs c � M 0 N 1 N O l%C / To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flo da Building Code - Resldentlal 711h Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. to E Q N M Nv 9M 9' LL ti ty;� <L tit � a _ —vim a 4 0 �. °D N Z d k N Z OU � N W Z � h Z z � Q � - N w N C Y ® l.i.l J U � 416 c � c�O J w q z CM7 p s zQ f LJt_ w o » Q,d- E as a p d z® E V °a 'T 000 z C E oa °� r0 az wz cro n C:s� o� 4 Z z m N m fy ZU OS r� O� waU� 0,O v zI O Ti ¢a C O > (1.d IUD O) Y , to Y � S o W }� m O � ILL Q O C'CU ) Q) N m N � E Z l9 Z E o `m E � (LU � Q p � JOB NO: 23-04908 SCALE : AS NOTED SHEET N0. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe Iced 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 should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O safe vertical oad Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS owls i i i i O � � � • • 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T np FORM R GROUT SOLID v O :.. Ed LLi 0 #5 BAR CONT, 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. e € j I a TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w U 16- BM T < I tNOMINAL, QUANTITY OF #5 REBAR AT WIDTH TOP NOMINAL- ° HEIGHT MATERIALS cT-P" pr�Tntels = 3500 psl. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBARAT TOP ALTERNATE POWERS MIN. (1) REQ'D CLEAR STEEL LINTEL ° . M.U. #5 REBAR AT TOP • ° MIN. (1) REQ'D- ° GROUT ° ^ J Ln ~ 5 REBAR AT ° BOTTOM OF r7i LINTEL CAVITY to w Or X w OTTOM a 0: 0 O REINFORCING PROVIDED IN LINTEL Q LL C7 m J - o go w 4,� ro 18"ACTUAL NINAL WIDTH R (VARIES) rn US¢ 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) 1-1/2" CLEAR LU 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 cementitluos 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 iln 7F CS F 4'-6" LL F) 4'-6" LL E J 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" M O o o- -o D.- W s N Z -- -c m x co Q N X 3 °-' °' E c es co.� ._ ¢ °C 3 to c � o 3 M 0 CV o0 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. o 8 U CV M 0 C N d NoN0 # 9 I0 a * LL LL LL LL W u, Z a - d on a t4 L cc 2 LU O 0 � N fD Ix = LL 05 CP m w � (VZ Q J N O U W v U �g^ N O z iz v Z v vas �N LL i-, (o v3 W o � g 0 to w c U w oil � E L I <� = d � I Q �O � M gg z z z J LL_ a o S O � z O Q �s z® U �� - wa O o K U ��oQ Q Z N p ai Z N C C a Z U °� O OLL z Z m ) N a 4 W Cn z �O F pT r 0 o N wa Fro < zla1 a .0O J CO Ul TO .-� Q n 0 -j O ° O 1 U) m J 04 m o LO QI + co M 0 04 coo Cal04 LO �• - M T E Z Z E o UQ a O JOB NO: 23-04908 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1), EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTIONR3 08.4.3 ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 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 PLF APPLIED VERTICALLY NWARD AT TH T F THE GUARDRAIL OF 100 EDOWNWARD E OP 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO, FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2„ X „ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN ft) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131 ",10d = 0.148", 12d = 0.148", 16d = 0.167. 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']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall nit be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be�ore exterior sot treatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior verti I chemipal barrier must be installed afte construction is complete, includingc(andscaping 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 buildingg department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, EC T ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. n CWV 0 -o m Uj W Z b E O h ao o N � N L N O � � 4 N 3 p, X M= a� c cLj d ¢ 3 as•`9 c � M 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a p g A �l 0 C� o y We N 0,0 ��CO 0)��'T32 9 �% di f'7 V 'Ik LL a � Z a Y W c� 0 m 7" w Z N M ZO ..� U Q W ❑❑ 0 z z v a z'^ � V S LL .0 o "�• 0 ,.. V) c m LU U • c I Q o° IONo o � M � z z Q J E E G z �g > a Qcc a C wLL z® F- g °r oo Z �E oQo� Uz f- wa �6 of Zc m aci J �w g� ab os z W T3 LL� o E r; Is a O0 �� J In m _ Q 0 CL ^LO^`` F- L � CL Y 0 S o m LO QI O LL M b o rCU(V LO N L C) LO r A CD fN T E c z cc c 7 O y E ti c a U < O 1 3 JOB NO: 23-04908 SCALE : AS NOTED SHEET NO. S N m J ,I M I a 0 O is i N LO C c 1� 3 N N to C J i a 0 d t� N N LO ri N Z :3 go a 81 9 6 N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap / 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:-) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 5'-0" STUB -OUT FOR 0 1'-0" C:,o ic) GAS METER 0 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS " TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3!4" orp nee wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate Z,or--20 details in One 10d box areas=20 of high 64 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" 1`10d) nails at 6" o.c. l Provide adequate bearing for each lapped joist. Odnaiis SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) FILL CELL--\ STD. 90° HOOK r- BOND BEAM rn W_ STD90° CONT. #5 > . HOOK BAR kT I BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN ., -,,% SEE PLAN FOR REQ'D'PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW r'-'' "� '`' FOR BLOCKINGrt'JI MASONRY WALL OR f 1 INTERIOR BRG. WALL ' TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4" max. - Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediat( - - 9-1/2" 2-8d- - 2-8d_- -- BCI 5000s� 11-7/8" 2-8d 3-8d 14" 2-8d - 5---8d Clinch nails _ - 9-1/2" 2-8d 2-8d when BCI 6000se 11-7/8" 2-8d 3-8d possible SCI6500s® 14" 2-8d 5-8d - v 16 2-8d 6-8d 11-7/8" 2-8d 3-8d -- BCI 60s® 14" 2-8d- 5-8d Tight fit -`` 16" 2-8d 6-8d 11-7/!!'_ _3-1.6d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90sQ9 14" 5-16d 5-16d required when indicated or 4" max. 16" 6-166 1 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* When joists meet over wall, provide 1- 1 3/4" minimum bearing for each. Use 1003" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.- -� t3r- L.UI MNTVVMG r-IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. IhtQ.r ..ti�..L..�:riM e�......�..4n r. �;rr.... ��.� ��x 'A.M ' �"! �r .i9]:d_{,,.� k.�� , A IMF 1 4 - �.A�� b•. 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset 122 up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. ,Install tight to top flange. Joist hanger Filler block. Nail with "j 10-10d nails, Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap — "Top I � Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height __I requirements i 0.1 X Joist p ��depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ • SEE PLAN FOR--'•• • .. FOUNDATION INFO a' 4 STEM FOUNDATION GRADF A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" • •• / REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0 CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE I"11n1177 I /CnT1n A I TLIMI I CAIM TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r- PLUMBING LINE C • • co � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE �► d v ° da, n 114 - _I I II d a ,IT- d d SEE FND. PLN. SIZE &REINF. e•7 e.� 0 c� C" ..`" Ems = at-- o V1 C LL a cu 'A Z, f V -C tlf t1 ,p 3 °= da�� . U Cu,a Q ix. � m W C E t+M n•, -01V }' 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 Build'mg 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 4 pE N Ob N m o 0 Co W rn�0 4 aj (n v = u; _ 13 LL LLii a -vim a Y W -2$°' LL N Z d Cn aLO N o V z f�7 W U' Z N th z � (D < n V) ra Z Cz U- 0 V) w c � u3 w �— E t i = U N • -o C Q rr � a Z Qp ab�� a -0 a =O 0 zX� C/>� C S <ok� 5i �J rie Z a 1 W 3 3 8 a J L Z, o w� � I lllllllllll� V zl= d r LO LO ci Q 0 co J o 'Cr' J Cr O J 00 ca LO T 'Q O U_ M I .0 co N m a U-) Q LO r M T CO o a E �¢ . c U � p � JOB NO : 23-04908 SCALE : AS NOTED SHEET NO. S N 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (Ty P.) VARIES 5/8" OR 1/2" HIGH--- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 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 , o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM e . I I O° r 9 D . D7158-CLASS G or H, or ASTM i o A D3161-CLASS F, IN ° ACCORDANCE w/ TABLE— 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 rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 112" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR j DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c ° p 00 2 M v — [ 6 MIL VAPOR ► — — - z_ BARRIER Prt D I 04 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 R CONT._/1'-4" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O.O 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS z SIN 411 — i SEE A/S3 OR J/S6—`Ir FOR REINF, INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'4" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I GARA( GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" ,/r ,V/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" ----- IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND rn n" (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2rr WWF OR FIBERMESH �31/2" MIN, � �31/2"MIN. o °. ° — — 1/2"(min.)-4" ° 9/ — — T 1/2"(min.)-4„ 31/2"(min.)- 4° — ° • — P1117" 31/2"(mn.- 4"TTT-— — 9, (2) #5 CONT. (2) #5 CONT. 4" �� g 4" 1'-4" 8" U.N.O. MIN. U.N.O. TYPICAL BEARING WALL @ STEP @ SHEARWALL C__�) TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=1'-0" S3 J SCALE: 3/4"=V-0" S3 05�GJP 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 0 Moos LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 1c N NJCU 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/810 x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8 THICK. K.O. BLOCK BOLT INFO. 5/8"x6" "J" L PLATE WASHER TYPICAL �� 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " (IF NO UP LIFT ON @ 24" O.C. VERT. OR @ WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG (6) 1/4"x3 1/4" TAPCONS 6 x . 2500W1.4 x I C CR E 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED d 2x P.T. PLATE BAR o END OF 2" x PLATE WWF OR FIBERMESH TYP. c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR u' n ° ASSUMED FINISHED n e GRADE 40 MIN. Fy= 40ksi a ° D p i #3 $ #4 LAP SPLICE _ GRADE r " .D FINISH GRADE °� [GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL g M -0 P 25"MIN. LAP [30"MIN. LAP] g 7 — D TTT TTT T r FOOTING MONO SHOWN _ — w �� — ° ° FOR CLARITY 00 6 MIL VAPOR BARRIER D > ° — � l ° T #5 REINFORCING BAR R 1 7/8 'T' #5 LAP SPLICE 2 4i5 CONT NOTE: • — — - *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95 /o MODIFIED PROCTOR ASTM D1557) — — 4" 1-4" FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'4" SLAB INFORMATION. S. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE LI � — — _ _I 42� .Q til 1 T til =(1) #5 REBAR w/ OPT. MIN. HICKENED SLAB EDGE L SCALE:3/4"=V-0" 73 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS L M Ir °Q T .e. SEE A/S3 OR J/S6 I rrTil 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0T. J CONT. BEAD SEALA& INTERIOR • d' _31/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a. e C r E — CV [� M 6 MIL VAPOR T —_ BARRIER ( ) m 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" „ (TYP.) 8 1 -4 8„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 V SEE PLAN 1 1/2" RECESS FOR VVVV FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.D. (U.N.O.)17 OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS S' ° AT 24" O.C. MAX. • ; CONNECTION INFO SEE PLAN FOR ' " & LAYOUT DESIGN •. — TOP OF BEAM a .Q 7—'7f�I'�-7Tf SEE ROOF PLAN FOR STRUCTURAL• ap C —d C d E 1J 1m1llrrr�T (2) HTS20 BEAM SIZE & TH a CONNECTION INFO M I A. A ' T '. 2x4 #2 SYP P.T. FRAMING w/ �8" MIN 7/16 O.S.B. SHEATHING " SEE A/S3/J/S6 zz ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE cr Q SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" �,S3..,) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�" ' ON FLOOR PLAN w SIZE VARIES PER PLAN n CONT. BEAD SEALANTC w/ MIN. (2) #5 VERTICALS ? GRADE ;� > FILLED SOLID (SEE PLAN FOR _f 6 x 6 W1.4 x W1.4 C� w SIZE AND REINFORCEMENT) CD • '- WWF OR FIBERMESH r, � Uj o v " BRICK PAVERS or SLAB PER p o `n • • • • z a „ / COMMUNITY SPECS " au1 0-0 FIN. FLR. YA t.I _ �-—TTT—TTT TTT—TTT IRV 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" ��S3 FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 e+n N N C" c 0 as 'LI Z > W o� C � V N co x �L-o.. N f0 O i N O (p � 3 � 3 0 =duo N O.� E= p O. v M 0 N O qX/ 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. 0) W cE ? � IUD) yO 0 nrN `� J ai 04v as LL C LL —1 tL IL S W a a 4 Z am' ccc 0 10 °' °' m LW Z o 00 0cco Z d � N O U Q U C❑J W ❑ z J d N N �M U Uj 'U o 0,.,, N V V03) r W g 01> . o M a z cd E O s a w�il 2 Q oa {— ro go V O o� Z N � ca C <o �o pa u Z 65Qi4. U az W T a � r J o aQ �o aT 120� J LO c� Q c� O j Y C:)o Cr Y ° O CD m Li i QI ILL M l) C N m N LO MQ LO N r M E c 6 z E tl E Ucc _j Q 0 � JOB NO: 23-04908 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA) - DOUBLE 2x TOP PLATE —T VARIES 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w! (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALLMAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN !x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD � -4. IL SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. vC4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW / B KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ��I�!�Il�lil�l�l��l�!�l�I■■ .■Ir • 11 •• • • •• III■■ ..III IIII ■■lilt IN III 1 NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4"FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J r W T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. GARAG 8x8x16 C.M.U. E DOOR TRACK MOUNTING BRACKET � GARAGE DOOR ROLLER GARAGE DOOR TRACK r CONNECTION ASSEMBLY .,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL I' SCALE: N.T.S. ° ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 S�cF �Oy, N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Pt VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE fOP iARAGE IOOR (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 -4'-9- 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE'* HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 �(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.Q. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C :f! p) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS OCKING W/ 2-16d TOE NAILS rBLEACHENb FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LU O/C FIELD v 24 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS � = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCKtt_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL % SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED r4//V J C Q 10d @ 8" O/C STe. ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON CC) SIMPSON SP4 SP2 -I P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) 3 (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 N - o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM - 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. N N C" C 0 v Z. a w w V N *p m X N O f0 Q N y y s c , d a c o � a� M 0 .m. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W 4 E 0 o �� H tnN0 LL Q LL CaJ W u u- o Z mQ' a c W cp O LL z U9 C14 < = OU W ❑❑ M n z C � v J — d_ jA V) N z B �a u- LL f6 •V N � 0 ira S_ Q N �� 4 � o M y 6 w L E Q o lJ i o ar F- o E - K n V 0 -;,U &z z °' iz11 o z 8 3 g Z, WO r m h 1 S Rt ZS Z cam•) a r °0 (0 LO LO rn �-. < C) = O C Y U) �' N m m L0 T CC 0 D- M I ° N Lo LID c�D M E C I\ ? z C) N c a E U °� Q p JOB NO: 23-04908 SCALE : AS NOTED SHEET NO. S4 3 m �I Q� 9 zz i I �I zi q i N LO CN LO a N N A_ 6- c C= M O L LO d N O M N w SIMPSON HGAM11 W/ (4)1/4"A 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" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2116d NAILS —! 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1O/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , RIDGE FASTENED AT EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING • 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Od / 2x4 CROSS BRACE APPROX. 8" & (2)1Od TOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN / • AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �� LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FORTH E 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD V. BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48"CM O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4'T' ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 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" ri GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N r, X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION tO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ ill 1 1/ " (2)16d NAILS -WOOD TRUSSES 00 ;0 2"x4" CROSS BRACE APPROX. 8" FROM V-A -2x4 RAT RUN BRACING 1 1 2 1 1 2^ RIDGE FASTENED/ AT AT 24" O.C. ON TOP OF EACH JOINT BOTT. CHORD FOR 4 10d & (2)10d TOE I TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS HE @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 ROWS OF ( ) O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS 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 SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. N11 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C�PEI TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION K�4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" PLAN FOR TITEN TO CMU >,{SEE CONNECTION OF THE LAST LAMINATION ( 2x4'7 ON TOP OF PANEL L EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH 1Odx3 @ 4 O/C 2x4 BLOCKING W/ � (2)12d TOENAILS . L NON - LOAD BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=r-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. o CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-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) a a 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) Z W `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM _MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.(� NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-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 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. wo "q NOTE: /—TOP CHORD 2X4 #2 SYP BRACING NOTE: /—TOP 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 W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N N C" 1 2 0 as n T W o A R 2 N �m>< C W [L N m G2 • Vl -p N t >Es= a � �. ca 0, C7 �.a C E CM O N 0 o r % To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E 0 °' 9 9 N f § Q N it LL C J u W J U U. o I� OC ' as . W UJ�m W J Q U') Z N O U U W ❑❑ z N 0 Q J N N M 4L }J f6 w U __ — O V) c �N U g � � LCLI zw I 1 0 U i14 Mzw U_ s z o z® H roa t '� o a do of ca oa np adz �� Z z :C � L w� wz tt� C �a 0, m o L � z0 m N J 3u' ¢ ¢w �z � � � s< 0 �z W LL� w o O > (p J LO m Q n�' co 0 OCL 494- O 0 m co ` ` LO � Q 4-1 4--1O M 0) I ° CD '0 N_ N Ln N r c�D M f C0 0 Z E O m a E U ¢ p C JOB NO: 23-04908 SCALE : AS NOTED SHEET NO. S5 rn tX i as 0 00 rn UD UD JUC - 3 Q N N S. 19 E `o 7 0 N N N 0 a N N M 0 W DRYWALL DOOR JAMB (REFER rx" DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 F1/2" DRYWALL TO PRODUCT TO PRODUCTAPPROVAL APPROVAL FOR CONN. FOR CONN.APPROVAL FOR CONN. tx44111/24" 1x4 P.T. 7 r 1x4C3-1/4" 1 X 4 FURRING LONG X 3116"0FURRING 3/16"0 X 3" LONG TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4° 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END wl MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH �t 1-1/2" DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" D ETA I L 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM DOOR JAMB (REFER 1x4 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN DRYWALL EACH END W/ MIN TO PRODUCT DOORJAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T, w/ (2) ROWS 3/16" TO PRODUCTAPPROVAL FOR CONN.(2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16"TAPCON 16" O.C. & O.C. & 4"FROM EACH@ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/2x P.T. AS REQ'DMIN. 2" EDGE DIST. (2) ROWS 10dx3" x n., ncT A I I rf -1 1A if 11CT A I I STAGGERED @ 12" O.C. 1-1 /d" n1=Te l l BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING — BLOCK HEADER 1/2" DRYWALL — 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX if SOLID BLKG. AT TOP BTWN. I ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO ) t 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT, BRACES WHEN HGT. OF ~' BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS SECTION A -A 8r 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL 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 1x4 FUR PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBr (TYP,) STD, 90' HOOK (1 t5" NOTCH WEB AT FIRST 2 COURSI " 3APACITY = 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 2X6 TO NAILS / 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —I IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" I. po e e ►.A GRADE— g e Cl) p z r gyp: e NIS � e ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS tR ` 41141* w � u THE :S ' ' #5 REBAR (TYP,) W STD. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE; N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO L 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4' = 1 0 ( ) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2X O�FRHq + + + + + + + + + 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL— SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. tF/VQ (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT SEE ELEVATION J,-NpJ � FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR WE MSTAM STRAP SCALE: 3r*, - t - GFF SHFFT Tb AND z 0 2 U. 0 w 0 0 @ FIRST COURSE 2"x BOT. PLATE W/ (2) 1 Old @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED or--2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 112" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR RECI'D. 1'-0" 5'-0" '► ! O • ► #5 BAR ► �� ° 1> 4 p. 10 • ► • CENTERED W/9WT g ► .: • • . +� IN TOP97 o ► KNOCKOUT / • CHAIR BLOCK MONO FOOTING ' ► ,. SIZE AND REINF. PER PLAN •. AND SECTION DETAILS CLEAN FILL J .► •• • DIRT Z •. • 7STANDARD o #5 BAR IN HOOK iv FILLED CELL , Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" 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"4" MIN. HOLE SET BAR IN EPDXY LWI4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. c+� C` 0 N "4 CD L y C7 a� 1= W v C-4 —�m,c •� y N � d �_ d � ya 6f N y c ca o o- u M N O N O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4 S q8 0 N d M 0.0 c r inC140 N Ov M LL a u_ w '� a Z 0 W � NG �QjO' W Z IL of w J ,p N Z Q N OU W ❑❑ ca � L N 8 z i (n U. 1 0_ 0 w s Ln Ul ® W J •- � s 7 3� I 0 C N W �10 0! J 2 c� E6 �aR Q 0 C,Y k z o� go coo Zov % n0 p lW 2 ro Cn. C: � & Z W $� w y� =I j M u Z �( J LO LO rn a cc O O Y Y O 0 O m m L0 T Q 40 O co 0) N m N O LO LO CD C0 (0 o Z O E N �' a 0 _ m ¢ o JOB NO: 23-04908 SCALE : AS NOTED SHEET NO. SS v m I 12, g a 0 9I N m rn L0I LO 0 1 M M c'J N LO LO rK S C a C�V N E CL i N N N 0 0 a N N M 0 W N CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS — COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE w 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/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB TRUSS SEE ROOF PLAN SHE A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 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 TYP. �A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES Sri ... - ROOF SHEATHING j 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 SPF TOP INFORMATION. BOTTOM CHORD 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 PLATE BELOW —MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE: NTS SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATD ON B. SCHEDULE CEDUE E/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. —\ SCALE: 3/4"=1'-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION 51011 PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT r18 SCALE: NTS AF 2X4 STUDS w/ SIMPS( SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FC MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22�� SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL� TRUSS- 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. �7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C 1� BM. SPLICE OVER CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 44,SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE — 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE:NTS 2X4 #2 SYP NAILER, NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS j OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO ZSEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS --� 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d y NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP ti li 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES LOW ROOFNVALL (2) 12d NAILS TO EACH VERTICAL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE ` 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ -r SIMPSON MTS12 w/ (14) 10d x l 'l 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. f. 1-' 1 LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT �39 SCALE: NTS111"� PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS KSECTIONS N C0 .4 W `Omx n�� NC,-, - .x it� ' T CID t:.9,s n = E CJ p Gti. t..f M N O N O To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 4 AE o i�i 8 p N 0 8 �,�2 - co N N O vi Q # u yMv � J LL ll LL W Z a — -o' 4 I Cc {Wp 8 119 O1 °' IL� ro r' Z a 0 N OU N W z � z � z N z Ur s` 4-- o 0 N • U Q � cl� M J z =. z Z a LL o E a � O %U aa�z U OU Z8E CO i O a Z a N C< ' C tt ZF z m J A 3 2U � 'n w ' W c3 � o� 3 �u ao' N w m NE Y �5� W OW U aT 0 U 3 >� J L0 LO B �..� Q 0 O j O qqr Y o 0 O r+.+ LO T }+ U_ CM V ca N 00 04 L0 Q I N T_ CD CY) cc z ' O 0)E B cc a U w JOB NO: 23-04908 SCALE : AS NOTED SHEET NO. D 1 °9 u 4J 0 rn 1 N �I O .moo 0 i N CN 7 0 C 3 Q N N E E O d 0 ti 0 cl- a N N M ti in THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK c 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED a� PER CODE 6) TOOLED SEALANT == REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ' in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN n WEATHER ✓E BARRIER & (ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING one WEATHER RESISTIVE BARRIER M.s SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) E kM SELF-ADHER Q V-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER CI�Z�]��I�Z�P,I�I1�I►[t.L�' 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 0 o� INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING XCH HERED FLASHING 1 2 4 5 I PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS 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. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over I IT wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERL CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE AD ESIVEASSHOWN)SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall w finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w R t t B r 7.7.At built-in clutters. FOUNDATION WEEP SCREED i STRIP OF SAF it DRAINAGE PLANE WRB BOND BREAK WRB SF LATH J WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER ater esls an arrle Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) > o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- -- SELF FURRING (SF) LATH , PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS �SU STRUCTURAL FRAMING 1 STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB -SF LATH II' ER STOP A NUOUS BACKER ROD LANT 4TITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or situ. caulk for all C" C3 Z O W o O v an _ W N n+ G (L n- N of N (A C-4 fc d �> e =._�,d .!L. A '�'ry ? 7Z N E N N O • o f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flor(da 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. a W v E Lo88 p' o a U.iii M cf � LL 0 u_ ILL1 Y Z im a -vIL ti WG 20, 0 z CN co Z Z N O V N W ❑ Il M Z N 27 z U) V1 -- (Npp z Ur � 2 s LL 4-u,, ra w � � V Ow V1 cw i U w � E rs co Qs 121 M Cn n W Z .�y J ¢ 5 l.L _® Qo E: c� _ � n s� U wY „ E oQ Z�a row w. ul ro N. Ca j C G OU m f orc Z15 ZC rn J wm <� F aw $Z 3;R a U i - v ol< a Z O N O Lf) V) iu M 0 F-- O 0 J CrYO. O Y J m mU LO <C O LL t'O 0) I � o N m Nul r CD co r iu j cfl o Z M Z E O y N U a _J 0 JOB NO : 23-04908 SCALE : AS NOTED SHEET NO. WP HURR/CANE Mounting Brackets (10 Gauger 4-1!2" x+1,2" x 2-12' See Anchor Schedule Bolts 1 /2" Dia. A32S Galy, ('TyP.) o IF14 Self-CAilling Screws AIC Urdt 3cJttwn Edge Hurricane Strap (Typical; 3 in front) Front Crtsss Support (May be cut to W) Left Bracket ('16 Gauge) p 14 5elf-Driling Screws Thru Brackets & Back Cross Support Into AIC Unit Bottom Side (Typical: 3 each side for hurricane use) 1 a5/8"I Self -Locking: Nuts 'llf- ie U ItAlutam In &1`-1ilnl it fineav11411 with 11 14.1 ,Air Brzcr- EEaailil i� r d BIa isA Sad Drawling avou". epos niglant Lowhoeal rat will applo Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Pea. I of I Building Codes and Standards V18=21 Product Approval Application Detail r' :,' .!"�'h' "{�y1 .:ui(3' lR.p�'., ! .,,. �p',pv... 1:m�j�vTrtij.Ya! ... �y"1'�'y .yy,. F� >d^,L^i � i'1n. Yx. ilt2i 1'aR.(,�1� is }� n,2w`I Yf, I N'.frl r, '4��! '':.L�i'Awx1✓TT ,[,i/f?"ic^ twin 'A 7'�11,..,, w�.. 1{'ry-Ary�.'t/YS\tPq, . ATi"9A L�, . l '�YF•. {rYu+', 1W(Ir!'Gf P �:]' 'lYf! �y "q'Mi 'Yi ,55�. "J..;k +r+� "wCl�. ,i1T"� .,`'N �,M / 1 iAT.6J' •�,�'j ,, '4� � �'� { .1i le. YV .:.., k .�,:r.�.f<'k�,•ti Ir1'�K 4 �..?�� r�,,,,1 ks. �I:;t.,tna�"E):_,,.`:�rt,tti Jy yA�t",.,Ik <.1.r�' ,�:..,.:.��) �wt •.`+Gs .l;g�r,:��"�' ,��''uu�l.>}b;,,�af�'r�(k�"..,h.:r,+��' Sdif Entity or tide Bile toe e>DdDa BMf Ymww lNOY(1WYly[ cohnial lndMer6Lbanw YrddedM 3f ltbM161m F3CAmrova! Agga>!fd RAM Amretle. 2020 sand Vent Woduels, Inc etcher Graham Neraw F. NOrero P.e. Lace. 5-0.n P.E. 12MOM20 1211ano20 12282020 APprwwd Category: arucnaU Campor"Is (877) 441-03" PE-73776 (334) 300.1800 VACatepalY'• products introduced ass Result of Into@erlstfwnldpn Now Tocion. a" Compliance Medad EvaWbm Report Soon . Florida Regsteed ArmrUm are Licensed Florida Prdenbnd EnpneN AMA prmua raga Quality AssuranceLllde Amrowdrq Uas Aslmoyed Inknin1i 2WE92J= for Use tlDilafd 20M ieeltie6t lin81a 1 Sn.dVant Model 01540510 Dual Functlen Flood and Ventilation Vool 12/312023 Yee Yes NM .100A100 2 SmadVerrt Modal#154g5/1 Dust Fund- Flood and V.ntl.acn V.m 12012023 Y. Yee NIA •took 100 3 ..dVem Mode! 01540.020 insulated Flood Van l 12012023 Yale Yes NIA S100k100 4 -art. Moll a1540.521 hassled Flp00 V.n1 ty372023 Yes Yes NM r100A100 5 smart.: Modal 01540.524 laaquol; Gersga ow Flood Vent 120/2023 Yes Yes Nu. WA 6 BmartVem Modal e1540570 Wood WWI In allated Flood Vent 121312023 Yee, Yes NIA S100A100 7 BmsoVent Model 01540.574 14SLqud; owns. Doti Flood Valli 121312023 Y. Yea NA WA Florida Department of Business & Professional Regulation Paps,/ fl Building Codes and Standards 1114rn21 Product Approval Application Detail .,gw-OI.p,.g.�. �y Y' a:1?';,`r bA r '-; t IF -r ''''.s 4 `L 7 L : _ *• i} f-i , - y,.,r t�':.' s r� �. '4 ' x �(,. '% B1s..w 's,. .?P14fa"Sar 1f'!t'H��):na ��l' yr"r4. ('tPc')F,.�A '1 t. � .•4-,r 4± r^ 1 0 .e:� . $,rLu. 1++•._-,F.t�w '7rtll-f::' i 11' 'S ;�+ 1 sir.... ��r- . '1` ,+8' ra,� � ',e��d + ' $ at �s �i' .,.1• 1'ac ,,. .> � r r.., s,.i,. __ e-r• ry.,:.T .,_A..11:., t�,t.t:,,.�Y1.,,rar ._,:� , a, .._: �-...1i;t :.;,$: ad.,. L'r�+t`,'T .t.� Wf,.�iCa± �w ,4, . B„$'"_ y9as Irm or gene M i K*hind m Ball I= XI= movimaim ran= Easement &License YJIIgaeC.t VeLaded Submitted L&.Apenoal &gam tlle9u R.M.I. 2020 Drexel Metal. Inc. Jason Bhurnts Zachary R. Float Ladle Bowden P E. 081102020 oaA9r2020 OW 2020 1 a132020 Apprased Calegwy: Rooms (502) 303-1511 PE-T4021 (3341 300.1900 SulaCantiory. Metal Rasing 11humm ataedexdm .ca Campine. Method Evaluation Report from a Florida Rearargd Archt.d or a Loan was Flurlds Professional Isnonear EkenuALIM"le 90RVAVvaaa Apaowdtoruae ARKiliedrmUaa knmt Iitdal $ffJt $ygyM Detonation Caubaet t5miralan Date (ate t a1MSlwg Fireaflg2 1 I" Mdd ROOmg 15yreas DMC 10ONS, DUIC 15068, DMC 1758. OMC 2008, 12l512025 Yew No NIA .0/-180 Dal 7V Florida Departnearit of Buslt ass & Professional Regulation Fees 2d4 Building Codes and Standards 3er2a23 Product Approval Application Detail +:- .•<YtC^%r} r._ � j. ,:. 4' ,[fl�.'n,r -. ` 5 t�.w:3�"(.a* J yv��-Si!54ii" k, f.,• .I��.';'p�{ `TX,.';.t.�d1�i br,'2in rY.c.C•`i:,?Rt f yrNAr :. ct,..."S "r`r:Y. '!�,v`ti.i'�'M i1 Je'. 5r e,se-,1,Y -.a': )L1 S'J�:.�7.'R flF. :}w 4 ,>yl,Iibw a�",17 .(. .l IAA!��M:4�X?:�'k'tA+K.B�jI,•an%ra�.r,J..`1ra,E,i^y'e�','rcRs�r.'.x; lqf»:�.�a�V-�t'ftkY�i-`s� w.!S.!ti'?NWrt`�"4=`.. ,.,: ,.irt oo,..,..$`'<.^^�,.di�eA�'^lY.-';fi,9:,a"z»k,1..,�t,;aaw.'f,•kin'�i.(n...+�,1r�.n7!„y..A-'..t.'.,,.l,m +r� ..1� r �'. Qgt ltndir of to DO Mom Sae an veal. ti1oilwatoiL ederr GIRSAX enoaloaaLisMeyrdd•%WiM d augmm EHC.AggmaL Ag Vad tlilli R.wsan 2020 Theme-Tru Corporeldn Steve Jawaram Lyndon F. SCAMdt. P.E. Ryan J. Knit. P.E. WI52021 I7/31/2020 042212021 DOM2021 Approed rd.gaty: Exterior 0oas taoo)843.7928 PE-43409 rat 3)T67. am Sulbcaeg0ry: Swhglno Ekterlm Door Assemblies slsperan(Ithermavu.c ComplWlce 1114thod. Evaluation Report tom a om Floyd. Registered Mdlitad or a Licensed Fatld. Fkorreaimal E glneer Aoor4ved for Use Anaroved Poi Uwe Imnd 2y)gg in2 lYsAdJ n igarEti t in tlYM 4i�Wde, HVHZ R.Wdag[ EsrtMas 1 s. Th.one-T FlbenCIss"W. and 5rraoth-Sec Nominal 08a39:5 6gJKlmpad8quo: opaque 72A72020 No Yes Y.s WA Canniness Edge Fbargass Single Dar (Inewingifthosino: X camgurabo) 2 b. ThermtTru Flbs,C Sec and Smemh-Sal Mormr S8a39.68,nudlmp.d&quo: Oasi 12/312025 No Yes Yes WA Compote Edge Fbwdass Bhgle Dos with sl aillwN anwhglOul.Wnp: XO. OX or OXO .anngurotidusI 3 c. Therma-Tru Fiber -Clark and Smooth -Star Neither 0&639:a 6gJOtlmpad8quer: Opaque 121312026 NO Yes Yes WA Composite Edoe Fiberglass Double Door With Of with W t Stine, (hswhgADut.wwlG XX or OXXO configurations) 1 d. Th.ma-Tru Flber-Claawc and &lioallr-et4r Ndrnr 88e39;0 &grd;mped&gJot Owqua 17b12028 No Yes Yea WA Composts Edge FIDWO92 Mnois Door Inswin lawn 'Xcans otter) ! qu 9!Oi! n9. 5 e. Themes -TN Filber-ClsrNc and S.-M-Mr N,mmr AM30:08gla;erpad6quot Opaque 12/3120M NO Yes Yee NIA Cernpoalte EOs. Fiberglass angle Door with Stl.IW 111nsWngApasWng: XO. OX or OXO econgufrlon.) 6 f. Therme-Tru FDerClessk and Smooth -Star Nmrinr 890360 6qu climpuldquoL Opaque 12rA12026 No Yes Yes WA Cmmpoet. Edge Frbloghus Double Dos with a wMout sc le. tilosM.WOUN WI-g; XX or OXXO corrqurri. 1 7 a Thtmoi Fiber -Cassia and EmiCeth-6l.r Normal 681039.8 &WOCI "618qucM Glares 1223120M No Yee Yes WA Comport. goal. Flberple.. angle Doer (ins ing`Ourowlld: X emlgursen) a In. lhermo-Tru F7b.r-Casslcind Smooth-Sler Moroi 6&a39A aWd',Irp.d6quet Guad 12/31/2028 sib Yes Yes WA Ctrlpoeta Edge Fib." Single Doorwith SI6e1ae(a) (IM.110IOUtNoo: XO. 0)(01 OXO conflaurricn " 9 1. Thrma-iru Fiber-Chol and Smoortkaa Normal 6ae30.6 aqud:inaa eaqua Gazed 12012026 NO Yea Yss WA Composite Edge Flaergast Double Door with a wehout adelte, dnswingn(Mvis,ng; XX or OXXO emfguratlmal 10 1. Tramre-Tm Fiber-Cluslc and Sopdh-Mill Nmanr 8&e390 &gld;hpedAquee; Glazed 12131120211 No Yn Yma WA Corti". Edge Floerah's Single Door (hsaing/0utawbg: X cmegura6M) it it Therms-Tru Fiber-Classid and anooh-Star Nominal a&e390 sect :limpar4&gra; Glazed 1i1J12028 silo Yes y" WA Composite Edge Floarosss Single Door with Stialews) II-logOdsW np: XO. OX or OXO rarrfgurrlm.) 12 I. The-Tru FIOIWMW er-CISc Smash-91ar me Menthol BM30:0 MWa:tmpadaqua Gazed 120120" No Yes Yes WA Co porle Edge Flow ei Double m Dowish or without adates Ona+inglouteaing; XXa OXXO CmfiW rr Ions) 13 T m. Dorm+ -mu FlberLl4trc and Bnatlh�9er N d' d a Glared adnr au3e:e aglr .rrrP. Sig! t 12026 N No Ya. Yec WA Molded Open Composite Edge FlbwOW" Shole Doorihawingnot,nsirg:X-tgurso I 14 n. Ths-'rol F7lee-Classic end Smooth-8br Nominal dae39.8 "01inoodf:auct: chat" 12RI2M NO Yoe Y.. WA Molded Open Com"It Edge Flows%" Single Door with Gained Molded open Bldel oi.) (ins ing/Outwing, XO, OX or OXO ceniguraborra) 15 o. Thermli Fiber -Caere and Smooth -Star Hammel SAX30A &q.,*:W"d&qua; Glazed 12/312026 No Yec Yee WA MokLd Doan C.r p..IW Edge Fiberglass Doabl. Door Wth orwehoa Gained Mdd.d Down Sloths. (SIFW MWOUnwln0: XX or OXXO L'corporations) 16 p. 7mamms-Tru Fiber-Cis"c sod Smmm-alar Nominal 68439:a $iqud:Ipadaglla: Opaque 12/312026 No Yee Yee WA Composite Edge Fiberglass Single, Door with Macho Dpm Sidr"(a) (lnswing"Ousimmg; XO. OX or OXO confipurodoM) 17 it ThshM-TN Fiber-Claselic and SMOOM- Ar NeNnr 611,e39.8 aqud;WpaduMat Opaque 12f312026 No Ys Ys WA Composite Edge FlDNg in Double Door with or with but Glazed Melded Open ada9taa (Inswlno/OutswirS X (a OXXO cenfiourefims) Florida Department of Business & Professional Regulation F."I or Building Codes and Standards 1*2021 Product Approval Applkation Detail r, >, k. - x i t s s y y 'r'+•'a�r k'>.^1rr, _ sir ';3 rt.N' ''l k t'S R.l 4:J v\ '�i'I tY'M {". / A1'1 ,y•itY _ Y�.. d'1"1 �` _p1%.r /„-,iM '$ t: ii �M1i ..�i J Y1 �;'Pn-'�': , 3( r`. 4'A,� ..�� 1 L ,A �. •, err ,. .' ,J' .sir• "`-.`:,: ,t`a.: r � .- /, �R`., ,.1�,x k CIP.�.(�i Srgra duemlm 1� go DO le adina an ll b YonaIeO dYoltdggim cesOtnt Fodoeii1I.- validated se YMigdetl d EaCAlana Aaum it" RSYiean 2020 PDT Industries Jame Rosowsd Marl -oasis OCCO - CER ManlFo.a SCCO - VAL 1 V,g2020 10262020 11242020 Approved Category: Exarar Doom (241) 4WO100 (TAG) 315-2500 aubCMogery: Slang Extenar Doc Aseembee. ysdw6W6potindusMn.0 Carpliene.MsaadCISMIl dlen Mee Or Listing eon FL121i14t32 products Qualifir Assurance Ag pd for Us A---d for use fgl= gawm aJrte a Prgduct MorWL Name Np Product 0,WAI6on Sontraa aaolMlae Ow M SI z r Outh MVNS tuMd9�t Pressing. 9 9(XS-5570(L.gte Missile Impact) Nn'y1 Sharp ON. Ooa 040142021 Yee Y. Vas WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expe Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/31/2026 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 +40.0/40.0 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 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADIGSInc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8112023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25t2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psi 4/3/2023 PGT Series 5520 FL243.5 NiA 4/30/2025 Pella Corporation Series 10/20 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 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 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 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NiA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Rood b Felt Underia rent 151 t y F 32 L12 8 NIA 9V 023 6/2 2 Plyglass USA, Inc. (fbr Tile Roof) POLYSiiCK TU MAX FL5259 NIA 12/23/2023 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. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products i rn Panels Galvanized Steel Storm FL15076.1 - FL15076.2 NIA 12/31 /2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 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 NIA 9/11/2023 CommercialConcrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite', 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Page, 03 Building Codes and Standards Ir252022 Product Approval Application Detail %. F .F, J1 L�2A�F �'i�l fO'r• W}ry t�v "'. W.eI�,lYy �',.. .,.. .. �. A ". :A. '� '•, .Ur e!. cisvr dY '..� ,. .r.!'tty"/bT °A 'lT 1. .YCR. .i'dKY.,�"i?*A�i .,�, SaYa 1.itI0c.9t 20 date n-mPWdin4 Dote im Version Manufacturer contact Endlnaer & uctuae ygiigtffi,by validate Submitted F5C Anoroval Apggved gtagli Revision 2020 Tharma-Tru Corporation Steve Ja ipereon Lyndon F. Schmidt, RE Ryan J. King P.E. 07123/2020 07112C2020 07/292020 10/130020 Approved Categary: Exterior Doors (800) 843,7628 PE-43409 (813) 767.8656 SubCategory: Swinging Edenor Door Assemblies cispairsion(ilthermatn oti Compliance Method: Evaluation Report from a in Florida Reig iolso ed Archbald ar a Lieented Florida EIiJBlipBiPrbdUOU Professional Engmw said f/ Praluct ModN. Number or Name PMUct oeaemuaon glia1M A4suranee Contract Esohaa0n Aeomwd for Data In HZ Use Aoorometd far lln outside HVHZ )g(gigt Resists rtt Pressure 1 s Therma-Tm Rber-Classic and Smooth -Star Nom net 6&l1398 &qua:impact8quot Opaque 1 Z/312022 Yes Yes Yes WA Cgmpoate Edge Fiberglass Single Door (Inwdng/Outswing; X configuration) 2 bTherms-Tru Flbar-Classic and Smooth -Star Nominal 61164#368 &qua:Impact&quot Opaque 12/31r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door,idth Sideito(s) ansoningfOutoni X0, OX or OXO configurations) 3 c. Therma-Tru Fbar-Claealc and Smooth -Star Nominal "#*,e 8quot;lmpact&quota Opaque 121312022 Yes Yes Yea WA Composite Edge Fiberglass Doubb Door,Win or wnhout SItlaIRs (Irdwitglb1dermlig; XX or OXXO comlqurationy 4 d, Therms-Tru Fl bar-Cluaa and Smooth-Ster Nominal 8&a38,0 frquotlmpact&quot: Opaque 12/312022 Yee Yes Yes WA Composite Edge Fiberglass Single Door OmesomWOulswing; X conf guretion) 5 e, Thermo-Tru Fbar-Classic and S%acth.Star Nominal 89*3so &quotlmpact6,quot Opaq,r 12,312O22 Yea Yes Yes N/A Composite Edge Fiberglas Single Door with SidelreW 0rlawinglOuraMng: XO, OX or OXO configura0one) 6 1 Thermo-Tru Fiber -Classic and Srnocth-Star Nominal 88s39;06quotlmpaGBquot Opaque 12131=22 Yes Yes Yea WA Composite Edge Fiberglas Double Door weh or without 8ideldee (IllewirglOdfAA'Ing; )D(or O)0(0 configurations) 7 g.Therma-Tru F1 W.Cpeak and Smooth -Star Nominal 88a3B86quetlmpaa" Glazed 12/312022 Yes Yes Yee WA Composite Edge Fiberglas Single Door (Inswiny0utswing; X configuration) 6 h, Thermo-Tru Fiber -Classic and Sur pods -Star Nominal 6&e3Q6 &quot:lmpw&quot Glazed 12131/2022 Yea Ys Yes WA Composite Edge Fiberglas Single Door with SidNRe(s) Qrrewiny0utewing; XO, OX or OXO configurabone) 9 1. Therms-Tru Fitter-Clpsdc and Smooth -Star Nominal 6&M, 88qua;lmpect" Glued 12131=2 Yes Yes Ys WA Composite Edge Fiberglass Double Door w1M or Ydhout SIWites (Imming/Oulani XX or OXXO configurations) 10 J. Therms-Tru Fibw.CkmWc and Smooth-Srar Nominal 6&e390 &quat;lmpaa" Glued 12/312022 Yes Vs Ys WA Composite Edge Fiberglas Single Door (Inawirg/Duts.rig; X configuration) 11 It, Therma-Tru Fli er-Clasic and Smooth -Star Nominal 89030,0 &quoilmput&quot Glazed 12/31/2022 Yea Yes Yet WA Composite Edge Fiberglas Single Door with Sicialte(s) llnswinglOutswinp: XO, OX or OXO configurations) 12 I. Themes-Tru Fibssic er-Claand 6rnvoth-8ter Nom,net 88.e3606quo: lmpscAquok Glazed 12131202.2 Yes Yes Ys WA Composite Edge Fiberglas Double Door wdh or without Sidelhae (InselimWOubwinig: XX or OXXO configurations) 13 m. Therm'a.Tru Fiber -Classic and Smooth -Star Nominal 6&23P.66qu0tlmp2dt&qua; Opaque 12J31/= Yes Yee Yet, WA Composite Edge Fiberglas Single Door YAM &quotNaklrrpea" Sdelba(s) (Invhirg/0utsw!rlg; XO, OX or OXO cardiguratgns) 14 n, Therme-Tru Fiber-Clssao and Smooe+.Star Nominal 6&*39.8 &quor,lmpad&quat Opaque 121312022 Yes Yes Yee WA Composite Edge Fiberglas Double Door wah &cluotNarrlmpad6quot: Sidelites (InownglOutswirq; OXXO configuration) 15 0. Thermai Fiber -Classic and Smoo"tair Nominal 8"*0 &quotlmpact&quot Opaque 1 MIr1 22 Yes Yes Yes WA Compoehe Edge Fiberglass Single Door with 8quotNon-Impactill Sidelies(y Qnsw ingfOutswing; XO, OX or OXO comb urations) 16 p, Therms-Tru FI ber.Clau a and Smooth -Star Nominal 8&030:0 &quMimpact" Opaque 12/31/2022 Yes, Yet Yes WA Component Earle Fiberglas Couple Door wah &quor,Non.Impsct" SIdeIRs(Inswng/Outowlrg; OXXO wnfouration) 17 q, Theama-Tru Fiber -Classic and Smooth-Strr Nomiolil SA 3D,8 &gr.&,Nan-Impoct&quat Opaque 12/312022 Yes Yale No WA Composite Edge Fiberglas Single Door (InawingfOuter ino; Xcorlrtguratiom) is r Them a-Tru Flbw-Classic and SYnooth-Star Nominal8&#*.8 &qua:Non -Impocftuot, Opaque 12/31 r= Yes Yen No WA Composite Edge Fiberglas Single Door with Sdalte(s) (InewinglOulaMng; XO, OX or OXO configurations) 19 a Therms-Tru Fiber -Clara and Smooth -Star Nominal 6&a39,8&q^14on-ImpedBquat Opaque 12J31/= Ys Yes No WA Camports Edge Fiberglas Double Door War or wmrout sidMnes (lrls"rg/oubmi XX or OXXO comlgurabons) 20 t. Thermo-Tru Fiber -Classic and EanaOth-Star Nominal 8&M30,0 Squct.Non-Impalx8quot Opaque 1213112022 Yes Yes No WA Composite Edge Fibe rglaw Single Door (I nawrg(Oulwving; X coning-ficin) 21 u. Tharma-Tru Fiber -Classic and Smooth -Star Nominal 88013608quotNon-ImpaciSquot Opaque 12/31/2022 Ys Yee No WA Composite Edge Fiberglas Single Door WM Sidaln(s) (IrlswinglOutewtno: XO, OX Or OXO ce nnouro6anai 22 Y. Therme.Tru Fiber-Cl-sic and Smooth -Star Nominal S&e99;O SquotNcn. Irryad&quot Opaque 12/3lr= Yea Yea No NIA Composite Edge Fiberglas Double Door with or Wthout SidelRs (Irlwnrp/Oubswing: XXOr OXXO conf'Igurstions) 23 w. Therms Tru Fiber-Clsoic and Smooth-Ster Nominal 6111NVA &quokNonk lmpad" Glared 12f01/2022 Ys Yes No WA Compoeit► Edge Fiberglas Single Door (InsninglOutswrg; X configuration) 24 x. Tharma-Tru Fiber -Classic and Smooth -Star Nominal UO3VO &quothlon-Imlpaddquot Glued 12/31/2022 Yee Ys No WA Composite Edge Fiberglass Single Door with 5dellte(n) Qnawingl0utawing: XO. Oxa OXO compurationa) 25 y.Theme-Tru Fiber -Casale and SmooUl.Star Nominal 6&039,8&quotNon-ImpaaBquar, Glazed 12/312022 Yale Yes No WA Composite Edge Rberglou Double Door Wth or vathelut Sleelltea (Irwwing/Outs.Hng, XX or OXXO configurations) 26 z. Therms-Tru Fiber-Garslc and Smooth -Sal, Nominal SM39:0 &gUotNon-Imptl&quet; Glared 12131/= Yae Ys No NIA Composite Edge Sbarglsa Single Coor ilmonng)Outawrig, X wrdigurabon) 27 za Thermos Tru Fiber Clasen and Smooth Star Nominal 89039:0 &quetlsl nlmpsa&quot Glared 12/312022 Yee Yee No WA Composite Edgte Fibarglaaa 8n91e Door with Sidal'te(e) Qnswre/Outswirg: XO, OXor OXO configurations) 28 zb. Therme-Tru Fiber -Classic and Smooth -Star Nominel 6&OV;O8quotNon-Rrpsa8quot Glued 12/31=2 Yes Yes No WA Composlta Edge Fl barglas. Double Door with or Without Sidelitss QnwingfOuteYdng; )0( or OXXO configurations) Florkle Department of Business & Professional Reguletion psaw m a2 Building Codes and Standards Xxzd2, Product Approval Application Detail ,:.✓.w fit.: a$,J W.ix LFA.�' cola./_ }. 1 m��`.:f"i(%fw .'�' .,f ... - Entity or no Sue cott.Pmdho dais Jfa! VKIW {I 111 Ggda6 EeMMa[(,Llf�fe YitlMWta Y&ftldea somata FACAmmvd &gprabg diiole R.waan 20" MI Windows and Doan grem atinger LUIS Roberto Lomas 81even M Urah. PE 100112020 IWW020 10/192020 121152020 Approved CY/eay: Edens DOtta t717)3U5-33o0 PE62514 I?i7)31r-8474 "CalogeW. Sildnp Exterior Door Assemblies bsmhgan®mbrd.eom ConplMna Method EYaluatlon Report rem a Florida Raglen.rod Mdtltaol or. Licensed Flord. Proan.Zl l Engineer FLa'15332.119 pratluds AWIRS rARM AUXURO fa Ua. n1 RO cried] Product Model,Numher a Nara Ctoduti D M kftn CWrat lmsiatlorm Da0 In.MVMZ 4otld,HVHZ ItfW)aot t'.teitliCf. i SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM $Go OXO 12173112024 No Yes NO N/A 146-3148quotXW&qua; NON -REINFORCED 2 SERIES 420 ALUMINUM SSD SERIES 420 ALUMINUMSCD OX XO.XX 12012024 No Yas No WA s8iwd;x60&mat: NO"EINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM BGD REINFORCED OXO 12,312024 No Y. No N/A 14&1,cwua:.9wud, 1 9ERIE9420 ALUMINUM SGO RESNFORCED SERIES 420 ALUMINUMOOD REINFORCED OX 17/31/2024 No Yes No WA XO. XX 98aquaX91111i 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12131/7024 No Y., No WA 1431liqud:.a UScUel Florida Department of Business & Professional Regulation Peer, al Building Codes end Standards lom1 Product Approval Application Detail PPr � a1,.�G 1. -': �:u5.�i`fk ),;x !�" 1::,yta:-r" y "Re11z p r ,.:sr Ja''IS't"'n'',i�,y. ^:.z7't1�� ', a I.�.1. r/-4^triUa'tan:.ti-..;4:::.F.�. �r'?„'r',f:��rtiW.. t, ti.u-ti' 1.•.'I. w,'�:r��ro t--...°:+.3..;n.a�.. s'""9.t�1P '.."s?'iA.... `�!fL 8,7��.a'✓�'n 4 ;{;3." t�1,I S„tA.�1'r z4Y.o , 1...1si ,/,i r.�:c.!.•.• r., ,.,..T r ,L4.Y . . ,4..e, s,''n)4h!°�L� 14+I:'fir ,i Nile italmtaL � mr&rJtaam {tiro I= YUMgn d1t1o1Elum is90leta yYMYedBy FBCAmreYY Approved ildlle RVAslan 20ys s dn orYsm 20 War a vltluOsd Door lower. Xani.h Join a Soi JetrrayP Amason, PE 10/12/2020 O9291"20 10232020 121IS/2020 Aporore4 Corporation 030) 763-812l PE-51737 (904) 321-5200 CYapay: Esterlm Dmn deomlsilQwayne asOm c aub(slapOry: Subanal Eztedor Door AasaMlbla. orn Compliance Method! Evaluation Report som a FI0044 Registered Architect or a Limited Florida P=Ional Englnaer itreoaram.�de i Fuqua Model. Maw or Mama ,BrlS(fglgD Agwgn fa Isis amwkm WLUK kill DIWM Crxaad Mlon Ed. I0HYM 4 ticip H)41L afaWt"i PFr1641re. 3 80001010OM200 e1105 9&: Maa,adth.14&e39: Mu height. Geulog /2/312023 No Yes Yea-31.0005.00 Walable In top or intermediate sedan. 10 8000,610a020001123 16&F3a Mat teldth. 1464% Max heart. Olung 12/312023 No Y.S Yew •30.0003.50 aYSIWDa In top Or IldemmodiNe Section. 11 8000AB I DOM20D 01124 15&09Max With. 1461119: Max height. Gliding 1213112023 No Yee Yes �3440.36 30 auarable In top m Intermediate sMbn. Florida Department of Business & Professional Regulation pogo 1 of Building Codes and Standards 1x702n Product Approval Application Detail .°r? fi �%s 2 �s , �0)� A.t�, , �,;w .) _ �U �,:t`'. 1,'.�^ �?, i"� l � .c- � � , � F-./.,,1,, v'� r,�kydN,!�'445;`„ 'h��Yp 4; ��.� A� �.dr �r�� r[, �i �,' p•aa�i�,.r�r.�2��;�'P iR�SLd.."`�'��"�'+^, �ur�'�'t Y' .i S99e ' L. f.N®Lgr ••-.. ' • get.! � Dal. Msctm gdf 1121111 XKEM .rnrfetuut Siggilt6 ErdnaswA sea- vraMaear ym9m FaOawn aa�.lmd titan ReMean 2020 Curds Dvlren a AADO. lnc. Ton Rally UL LLC Troy Bihop, P.E. 12m 0=20 12Ai V2020 12212020 Apaped CM.pay: Erteda Dome :841494-2a13 (954) 947-08eo SOCeteYary: Exteor Door Components lam rdtey(tsstuabiey.ce compliance Method Certification Mad m Loring no FLIM1532,01A Produces Oualx Assurance AMOwd for Use Approved for Wes kaw 121" AMA RrNumhorgr ama Pit2WICLBnQIgWo rigs I,HVMZ B91YilL111n1r. Beialel6 P.aeMIR 1 60T, 107, 1`27, 717, 75T. 777. and 547 Shgle.rd Paces a Flu 0. Giusti end Louvered Sin01a one palm ON 12/31/2025 Y. Yew Yes M/A Doors hallow metal door. Florida Department of Business & Professional Regulation Pape l or Building Codes and Standards srm2, Product Approval Application Detail , A '."h^'r-Four, W, .r_z� 4.v, .Po.. ,>; .y• .k.P,1 a .h f1Y.7W;r'"'�}. '�i _hc,.. •'i,:.Y=-S.f'kA �/ 4 .,sax-= „91., �,�.P ',:4•x'C*R,F.,A.l,.1:»�.,.. ir'17M�1'(,u„7F:'+,."'s)ay 31).a.. ��14.�("�< n��•tir �4 '),�ul hi c V 0 i,. kJ v '„f x ' 7 d' d�Lui 4 n �, 1 a t �:.' tEr�.Ai:N4, � �Vv t a a; ! Y v�� ,) ^ 7^b - i "�r�.}��r ^.�, i'. Code anomw .. 0#4 Date Fwrdm !Iffif Zia ygfypg Menuawtuw &Maud calwaffi6wom kidded Sr yd(" Substrates FBC Ammer gllm ReMrm 2020 MI Windows and Doors front 881irver American A MICIUral a.ven M Urah. PE i iH?/2020 11/17/2020 11/2712020 App(omd Cdolrory: W'lndows (717)385.3300 Mlnur.cWrd(SAS40CIMIOn 4717) 317 8454 9uoCWe9orr'• angle Hung bsaenperl�rtrlwd.com eompllno. MNhed: CO Neaben Merle a Latlhg ou.1111, Ayafz- A -red for Use Approved for Line loolused 91= i helot Mead. aacaa or theme $4 Catwa01 Elairellm Dow In HVNZ outAI& HVHL R Pressure 2 185 SH 52x72 FIA)FltnpS Frame IG/8G Single Hung 1OM&M23 No Yea No .Got-60 Lit=h d Glass -«r N QD 0 � 0 Q O 0 CU -0 as, to C O OO C O yidy 3 O _cn 'a O C�1 ''^ . V) a. a< Q Z Z W J N C" O O N US rD Uf O Vf Q � N X 43a r C •�o�a 0.r ; cc A 0, p u m 7 -_.Z2 0 u Z E CU W Z U) cu 0 0L O L U 0 L ^1 W V M H O L_ W W z J Z Z Q J SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Pegs a of 9 Florida Department of Business & Professional Regulation Pape 1 al Florida Dopertmerlt of Business & Professional Regulation Pena I a Florida Dopertmerd of Business & Professional Regulation Pas 1 ez Building Codes and Standards 1252022 Build ng Codes and Standards +a 202+ Building Codes and Standards I& MI Building Codes and Standards 11512021 ProduMAPProyal Application Detail Product Approval Application DalI I Product Approval Application Detail Prod uct Approval Application Detail J 11 ��l3fe. ' � 1 • ,. a ,P, . � �.8'-, _. .1.. 4 ..r 1�.�y.{�••'iL rr�, .: 4 �j.... @Jig. - ,i .. �4. W:fib,iP'iLPta.o. ,:✓law-,:mc•I'�Y''u•�;��5a, �,h.d�. �.�R�+7�1 .. '•�� y: .. .: .. - ... ., 'n .: ., .- n: . 'Y . . ... ..l .__S. ..� � .I ., .. .. r,. r. , • n .. ' .., -• : ,$ y.-.Y:,, _ .. .ter •_, h. VrvuNr �, 'u L v! V+. .. Y u.:, � , � �� 4 ' .-, ... "' •6. .Y NOW r 'n 1rr ,r .. .. o y, y - uy4, '' .. r� '. �SJ."X>�•,t. • t&tt� �A�t � . M f 29GA Entity or 1� tistd Dm* Pondlne Aseoroval u22)de3 GMY > di llT. ... � _e. sister Or ado am OML.f:lattm a& tdo _ rt i�bksl7kk Ceti a is e. me. 2n - QiLhAd[q Do -y .. 1:w :.... _ ..... .. .. .: ..r.. ,, . w.li-^i , _.. ,._ .- ., .t ,.. End& a .. -. , g Ra eau ! aw I= VArs(pA aAp QUIM Faglrtrr & Lich= Validated my YAIWatd )rAIy�AA FBC Approved SfialA lvga voOlm atoufauuM r�hB vdmsfd Is YAW" SAMILM FeeApptwel Amer doges mm Imam Dmdad Aodou AJrMlola UNUM & Williams AWE" LWAmrova AMOMW NMal� MOM YAM= aa01� 9 MMi EOd01Maimm Sf�lddc Yald" htmdtd X-PARMYA agoam ad" Revision 2020 Thera»-Tru Corporation 43-782an Lyndon F. 9rhmitll. P E Ryan J. Nina P. E, 3th PE•43400 3) T876555 10A712021 01Y18/2071 tOH 3V2021 1211812021 Approved Anmrilon 2020 n 8000 • VAL Jens R8"10 Merm4gsW BCCO •CER liffian(786) 11N5/L020 i1,C)5f2020 11n 12020 Applsead RMsbn 2020 MI 1Mndowe and Doss afthigOr American MdtA Steven M unch, PE tae&2ozo 1oge2020 10nS11020 Apposed RNsion 2020 MI Wndaas end Snore Mant MtlrgK America NMeaqural aeenh Y vim, Pa 11/22rA 0 11R2R020 'l/rtar1020 Approved (Steve800) (at Oats almig rf."Doors 9)asp rwro "Aging Exteeml.sbc Door Assemblies s)eeperapl®thsrmatru.co CO.":PST Cr.: Huh 3 -2 (9sowsli 01o0 (78M316-2tM0 Colesla"Cld4X:Whdma Association (71713853300 MnuMLmirarAtsacrtln 1717)S1T41474 -330 Cregry: �,�. �+�rFwd (71It 3803300 attenuation -Ass 10 i717)317404 MOingerOmiwa- C9mpIlsRoe Meattaf: Evaluetbn Report hem a Oompli nett +n rf-.Brs ar6Categnr 9rtaa Hung IrcaovnMapgeMUNna.c FIDCel►Oory: Hagorel sYOa batingsr®mhN.can Cempllana Method: Crtfhc.tin Made a Leding Florida Ragbferod Architect or a Licensed Flonds Cia ptinse Method: Cardamom Mark r Listing 0re CelrrpllanN Method ONW&Un Menc r LoNhg Rdesir+el ins. lIA23aJltaPreeaats 11COM"18Soadi FLNM"i4t7 Forethought SUMANIMM Aoorcr tlae Aggmval ter Ues Ja90R GAEIsO Alm Prodrt Model Manor a train. awwkA� Agmmmlm um In M M+ Z aanrmvaeera UU mmwM lava¢ outmeb NVNL y�y Awl Et➢.ML{ .p S Amrovedfalin 1, KV Q, Approved for its 2umaLM1(1!L Imoul aLY� ytMm 1 FAmaj a�Description amewAmum= M1.6 M1.QM! App1�1r UM app(andiQLUM kum GOMM 111-ffi : outside wam ate Prome14 "as ,s Product ModW, Number or Nema Product Oosorloa00 Contract EKDliatbn Date 10 HVHZ Outside NVIQ Assistant Pressure 2 RNrdf001t.r9a Mara Impact) v" Biagi. Hung NAM- 07rM%eoi8 Year Yea Yea NIA 1 He 166 Fin and Fl.nge F- 73421 nwMW Glass 02/18l1024 No Y. No e58/-55 1 188 PW 73, 721nWNad Olps 04M/2n23 No Yes No •601d0 1 aThemx-Tru Flber•Clessie and Smoot! -Star NominalSUJ98 aqucKNon-Inpaphili Opaque 12131/2022 No Yes No MIA Composite Edge Fiberglas Single Door (Insw rislOutowng; X configuration) 2 b TheAre-Tw Fiber -Classic and Smooth -Star Nominal 86M39;8 equal; Non•Impadaquot Opaque 12131/2022 No Yea No NIA Composite Edge Fiberglass Simpple Door with S clelbs(s) (Inswingloutowng; X0, OX or OXO oonhpunNon.) 3 aTharme•TN FbrLlesslc and Smeeth•SNr Nominal 6039:8 squctNon-Immet&quok Opaque 1213112M2 No Yes No WA Fiberglass Composite Edge Double Door vMh or without Sldelitae (ItlewirglOutswil XX or OXXO eonfourstlons) 4 d. Thema•Tru Fiber-Classm and Smooth -Star Nominal 7eo01*08quotNon-Impeol8rquot Opaque 12/3112022 No Yea NO WA Composite Edge Fiberglass Single Door (Inawergloutevdng; X cor0lgunpon) 5 a Themes-Tru Fiber-Clasak and Smooth -Star Nominal 7&N36:0 &quot Non-Irrpaot&quot Opaque 12/31r2022 No Yes No WA Composite Edge Fiberglas Single Door with SidolWa) (InswinghOubNtng, XO, OX or OXO 0 1 Thermo-Tru F)br•Claasic end Smoomstar configurations) Nominal 5AN3a;0 &quotNoMmpedage7r; Opaque 12/310M No Yes No NIA Florida Department of Business & Professional Regulation ►or t al Replete Department of Business & Professional Regulation rase 1 al Florde Department of Business & Professional Regulation Peg.+ al Composite Edge FiberglassSingle Door Building Codes and Standards iM20'J1 BWIIing Codes grid Sdndgrds IM1g2t Building Codes and Standards LrMt prrwing(Oulawrlg; X ordgrertion) 7 9. Therma-Tru Filar -Classic and Smwth•Stw Nanial U.030:0 &quokNoMmpac6agv4 Opaque 1213112022 Compromise Edge Fberglees Single Door vwW No Yes No NIA Product Approval Application Detail Product Approval Application DILII hOdlKt Approval Application Detail SidelBe(s) QnsivinglOuuwing; XO, OX r OXO .. - v , .,. >.. '.... ... : _ ... ._ .. , ..,�:X+"° - ' �, __. .. •' , � , ..�.. ,. , ,� ..- ��. _ _ ;:. '• yI�. �A rc(Y. l �+ks ��.� �I �A�.�4 - - - +�'�,i. ' 'avlij' �.mp.. 1 I m.TYa�,3. k configutstioneJ &039:0 12Y3120No Vas No NIA 8 h. Theme Tru FiberClaaaic and Smooth See NkxnyW aquOtNon-Imlaad&qnot Opaque Composite Edge Flt+rglw Doubts Der with or u,. code .. -..Arv. ._ .. _ ..x .:i A. _:.,, t±M ,`_Ae•. .. i.. :,1a .. _.. Y .. low= ... . ..r:..: all am „!. Urw n , Q"bA" no .. . .. GO& L69,'.�. - , -. _,,....f. ,�.,.ku �.I��^� _ ,. :1"• .�. .,, .,�.A4R�. Awns d ec ,. Calla you .. .... -.. .. 2#AZW M . aMe 4. 90 .,w. ^ ,.-..,t,, .- A+ , .r Fw:.ux ex-..�..u.w.. .. ,.. . , N". .. �1 x3:. , ..0. Y�'��.'c�'.ii�r�a4. ISaw � .. ,:. .:a`'�..`.. : ... .'Ga(.»,?r .n h, -. era am allLBmdm ail VAthow SMeleos(Inommaloutsvi XX or OXXO mm Manufacture, ceded &,it, -a uarae Validated 0, +1aulm A)� Fee Awval Promised mom r Miss Ysutm IlaMPLaiIQ& Consent :ngloo. il,kesFL vatAtldlow u Va99d t9W aMlM Fee Aaark ccr Air-1Md AtaM. � Y!L(ffi Manufwwrw Cereals §Mbm.ALatau ValldoW By validatedE&MM FBC Approval approved Auuu 9 LTherma-Tru FiberCMuic and Smooth -Sat mnfigurstlons) Nominel 09A3g;8&quotNon-Impmct8quot Glued 12J3112022 NO Yes No NIA Afln-Mft 2020 POT Indltres Jens RoroweM M.mi-0.06 BCCO-CER Mlan*Oode SCCO -VAL ,d IIM,2D20 11r05m2o 11M112020 Approved R.vlrian 2020 MI Who-. Ad Does BrentworIow Luis R Lamas, PE Steven R Won, PE 10MR7020 10MOM020 0/1912020 lW5M20 Approved ARlmrilon 2020 PSTlndrsnes Jan. Rpawdd Marn4Dade aCCo. CAR MIS MWaA BCCO -VAL 11/02D20 11XOW2020 111112020 Approved Composite Edge Fiberglass Single Door Celapay: Wridpw. (941) 406.0100 (786) 315.2590 Creasy: Windows (717) 365-3300 PE-M14 (717) 317404 case": WAOows (941)48"100 (788) 315-2590 (IrovengrOutorwing, X configuration) Subc.Napry: %atl )fpppweklapetlnaeme&c suaestsivir. Mum,9 beangertg MNA.Cem Bu4Csiagcry: MUR,s Ircowshuspotind St es.c 10 ). Therma.Tru Flber•Cl9aele and Smooln_Stsr Nominal UOM;8 &quotNon_Impaci&queG Glued 12/31IM22 No Yes No NIA Compliance Method: C.aAeaden Mark a L)rng off, Compliance Mrnod: ensiagm Repot tom a Compnarva Manned: Coruscation Mark or Llrng do Composite Edge Fiberglas Single Door wlm Flats. Measuredmiround chNsa as Uane.d Florida Suel&e(a) (I nswrng/Outsvdng; X.O. OX or OXO PLAM"4124 Aedurs Prd.ssiand Engineer PlamaLd$maMLl 11 k Theme-Tru FB.xr-Classic and &noo01.8br Dons) configurations) 56Edg;8&qu Glazed 12139J2071 No Yes No NIA YndA IAMrr P,,dd Chascrialon AmtaYadfaLM &-vadlpr,Wl maul adm arena. NVNz ■ A SAAAAadp,ad,ake L EI Alg1 Product YoOM Maros Or trace P@dllM,laM9ddm EMiLMIeaGt! Amro.adrrLIM AUgUON lrUu l� RIMS in HVHZ 18Wdt.tilRli aulMlns GfIYLtt Comios Dow v Composite Edge Fiberglass Double Der with or glass Double aBd Product a Means p laltVE: BuWlo1 pmeYrs Aasr-d for U, vrmtout Sloelas (Inawlny0ulloMng; XX or OXXO S PW3320 (l." Mgdie Impel) Vinyl Fb,.d Wlndow 04402020 Yss Yea Yea WA amduANNMIL Assarsivadfai kwma 2i m 1 stulms Ir NI Done and VAndees Aluminum Waar OSf ome Yea Yea Ya WA 12 I. Therma-Tru Fiber-Cassic and SmoothStar configuration) Nominal 7&e39;0&quotNon•Impsct&quct Glazed 1213112022 - No Yes No MIA AMA S W M le agVeraiaatwum MgulYn 17/J� N.� N/� Composite Edge Rberplas Single Door Inwovinpl0ubrwyla; X configunaon) 13 m Theme Tru Fib-Clessic and S.-th•Ssr Nomtrl 78A+3a;0&quokNo,lMpad&quet Glassed 12/31 t2022 No Yes No NIA Composite Edge Fiberglass Sing is Door with Sidelss(s) (Inswugl lulu rig; XO, OX r OXO configurations) 14 n. Thane-Tru Flbr.Ckuk; and Smooth -Star Nominal UA3g;06,quotNoMmpacffigrst; Glued 12/31$2022 No Yea No NIA Composite Edge Fiberglass Single Door (irew,inproiAsweg; X configuration) 15 o. Thar r Tru Fiber -Classic and Smooth-Sw Nominal 890304quothlon•Impads,quot Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door with pnsWrg/0utawing: x0. OX a OXO Flodds a rtment of Business & Professional Regulation Fags I all Florida Department of Business & Professional Regulation Paw 2 d2 Florda Department of Suelness & Professional Regulation Pew 3 a. 15 p. ThefrrirTN Klbr•Glaslo and Smooth -Stec confige(a) conflinal Uona) N10rrsFlal 8&r30;0 &gUOtNonrlmptxMquct Glazed 1213112022 tco yes No MIA Bolding Codes and Standards Ir2021 Builds Codas and Standards n8 10Ah202t Building Codes and Standards 392023 Composite Edge FTbergles Double Door vob or withdO Sldelitn (Inset glOubwing; M or OXXO Product Approval Application Detail Product Approval Applioetbn Detail Product pproVal Appika Ion Detail configurational 17 q. Thern n-Tw Fiber.Cbuic and smooth -Star Namned 09#39:88iquokNon•Impactliquat Opaque 12131120Y2 Fiberglass Single Door No Yea No NIA "" - '1t.." .: •. _ - :" •" -.t k^;y* ,1t «7 c' - _. .... ;`Ge'"d ., .., - „ x. .. .. .. t e+•n ••. r. ter 'c+.. r r :=. vg, Campoelte v go with Transom In*W n 02C configuration) ( ntylOu1z`A'1 ) a a - - A �` .f++c 9X ,^ � cod. .. � ;:fc'r: ., 18 r.Thorma-TruFiberClasloarldSmooth-Stir g, 9 Nominal U#3g;8&quokNorlmpaN&quotOpaque 12131I= No Yea No NIA .. ... _, '-- S4� � - , ... ,`. . .. .o � AOaLg me �l4 awn o.tePrWm y)em ^s SmdM onevpr aMt sas Cure Parishes 20 Seat ratlhLor aal am aauPmdgs � l;ompoatla Edge Fiberglas 8inghe Door with oleo. Yaolm aaudFenhi[pr Lbeud Egdmw&LIb a V.NdmwIN yd9ma ombmmd reG Ammyei &22mnd AMd 1Wk UKKM alwavaM cmtaM 5lagenllufASH ) ydwm bAMOM FICAMOW ARWON so& in YfMm swumom 23= MNORK.AAMa md9daLk mium ANOM09 FigAgau1Ml ARVO d a" SIdelN.(a) and Tran.om (IrrwhrlglOulawng:. OIXO, O/OX or OIOXO cortagursgoa) Revision 2020 John Hardie Building Prodlae. Inc, Chad alrcks V. Andrew Tan Jahn 61"Ard'RE, 01.05+2021 12/+42020 OtA1a2021 ding FBC Apo, Rewsbn 2020 Ahis Nick Than yen J King. P.E peen ligation F. tdchmid, P.E R 02M M21 02115=21 021=071 0411=021 Approved Rewa, 2020 OAF NIne419110 Robert Neminen John W. Kneav/ch, PE t2lte2o22 12n72022 12/ZS2022 o2mTrm2s sadd Asp 19 9, Therma-Tru Fber-Clasto and emaoth,%r Nominal S&N3P8 iiquothlrt-Imped&quot Opaque 12/3lf2022 No Yes No WA Csiapayd Panel Wells (909) 5454351 PE-81692 (352)SB7-2529 Cd.pay: Panty Wait. (330)022-2389 PE-43409 (613) 787-asm Gregory: Roping 1800)789-3411 PE-SM58 (254) T724224 Composte Edge Fiberglass Single Door with subcategory: slang chad.dlerdivionmedrard fubcre9err. awn Mhanpacntpelaid..oam S+reategary: Awpinst9nyes miglah af.00m S)dellaki Ons-WOutevolmil XO, OX or OXO Conellnce Medod EvauMon Report tan a e.cnm Compliance Mnlpp: EVNusiim Repo from a Compliance MMnoO: evaillMion Repent Rom a Continuous Heed and Sill oorMpurstions) Marble Redsland Architect Or licensed Flows% Miss RegisteredArchbot a. Licensed Flodda Fronde RplstarsdNchtted a a Uunsed Florida 20 tTh--Tw Fb-Chuic and Stymebv6tsr Nominal 89*t*,08qualtNon-Imsedliquot Opaque 12131/2022 No Yes No NIA Professional Enghar Praaaaonel Engineer Professional Engineer Composite Edge Fiberglas Single Door with Sidelitel pnswdnglOute -6% XO, OX or OXO 1:1E1 Ydl eLMe277-aa.Redueh Continuous HOW and Sill configursocips) guWse.A Approved for us. AMOMfr Ur kom R2dm Caselft Assurance, Approved fair Use A-,,,,d 1, ties WM$d gift QuidityArawninvo AareYed for Us AverIIlodfor u" know Doolon 21 u Them .Tr Flbw.Clauk) and SmoM.Star NOmmeI 69MO &quot Non.Inlperl8quot Gland 12I31/2022 No Yea No WA Ate& Product Model. Munibr Or Ham $9dMLDissolution Contract tm&mnm that In Hsu outside HIM aelimm )rearm 451S Pradim Modal eaomr Or war hoed OnWor Cww w awnrin two 1a NVM2 o(asieY HV1(L a� p jdgj Product ModLL laser a Mama agAmiumm In HYHZ ,HVHZ d Composite Edge Fiberglass Shale Door eft e OX a OXO tsWrrp; OX 1 Cempi.ne Lop aiding ib.-cem.m lap siding 12/J12023 Yea Yea N/A N/A 1 a &qua2r8quot sole Vent r Still Vary1 Bala 121312023 Na Yes No WA 1 OAF Asphat Root shingles her use In FBC nn-HVPa Fberdaa reinforced 34ab. lemnMed. 5-Mb and 12IGM5 No Y. NIA NIA d and Continuous I•lead oral Sill configuntians) ContinuousH our 2 HrdePWl Lap ailing loos-amsnl tap aiding 12b12023 Va Y. WA N/A 2 b. aqurNlrnre Tsaqud: eolln Vnt a Sditl Vinyl t3da 171312023 No Yea No WA jWadklina nlpAope .aphett rirnpre 22 v. Thermo-Tru Fiber-Classicand Smooth -Star Nominal 8&OX0&quokNon-Impardquot Glazed 12/3112022 No Yes No WA 3 a.&qua;Grantirlar Vintage Beaded4439: Soto Vent a Solid Vary! seta 12/3112023 No Yoe No N/A Composite Edge Fiberglass Single Door with A 4 &wot;os&quct Sam Vent a Sold V%V Sala I W31/2023 No Yea No NIA Sica11a(s) (InsvdngICutekring; XO, OX or OXO 5 a &Wot:ChWW 041,9gJd: Sdm Vent a Said Vinyl Sore 12/312073 No Va. No NIA Continuous Head and Sill configurations) 8 1. &quotaupw a mn8rquoi; sun Vent or Bois Vkryl Sea 12/312025 No Yea No NIA 23 wThuma-Tru Flbertlasak: and Smooth -Star Nominal UP30,,88quotNon-Impadequot Opaque 1213ir2022 No Yea No NJA Composite Edge Fiberglass Door Panels within Vented S ciolite(s) (lnsw riglOutswhgi XX )=a XXX( oorthaurat ons) 24 x. Thermo-Tru FiberClessic and Smcioth5tsr Nominal 89MG&quotNon-I aped&quota Opaque 1MV2022 No Yea No WA Composite Edge Fiberglass Door Panels Y,* Vented STdelae(s) (InowtnglOubwrtig; XX )00(r X)XX canfgure5ons) 25 y. Themes Tru F6er-Closelo and Smooth-Mor Nominal 68X3g;9&quotNon-Impsct&4uok Glazed 12131/202'1 No Yes No WA Compos le Edge Fiberglass Door Pariahs until Vented Sidelbe(y pneveing/outsw% XX )=or )O= Florida Department of Business & Professional Regulation Pogo 1 a+ Florida Dopertmem of Business & Professional Regulation Paw l al Florida Department of Business & Professional Regulation Page 1 al configuration) Buikdng Codes arld Standards 1owm+ Building Codes and Standards IA20'n Building Codes and Standards 102MI 20 z. Therma-Tru Fbr-Cimme and Smooth -Star Nomitrl8&N3B:08quotNon-Impad&quot Glazed 12/3112022 No Yes No WA Composite Edge Fiberglass Door PonebvAh Vented $cWWO gnsw(nglOutewhg, XX xxx or XXXX Product Approval Application Detail Product Approval Application Dealt PP PW Product A cDetail Approval PP conngurobons) ..."a '" '. v°l�::. ' r- �. �s J 'AttLbrhtrnvi` ;.e ::1,1dk,Y1't`ti. faaal�k. �g,��L� pay_ 5tid"' I >F; '"� �i '�i �' "#�S.Xrr�`dr3+'�'•,u>�s y 1 ' 1 No Yes No WA 27 n, TFlerrrhs Tru FlberCJaask and Smooth -Star Nominal 0&N�.B&g4okNon ImpadBquok Gland 12l3 12022 Composite de Edge Fiber9lesSingle Do38N,*.0 Huth Sideifte(sI 0nawlno;Ou1xvvinp: XO. OD(r OXO Gall - - _ _ I - - - _. ._. ;. , Pal arL.t� goGs9t IUa}d' 3�• ! t rS` ': sw� .. r`y .,.. .'y-. _•5; .��~"sS rv, 1 ...ili , x tv�. uT5 RnsALa .. w.*e.°3RlE' OMl. Etta r rk4sr•'Nitt�ILZtie Dim Paris anGs9L +"Y"'..1 ,j��"£ aSl�f.'1,�idv��;�ii£+. �k)�*• .. .., > ..�,, ,+A'k ... ... v _, IimEt(.st a oat $l aaetmdga alit 28 zb, Tflrma-Tru Fiber -Classic and Smooth -Star configurations) Nominal SANJa;5&quota Non-Inped&quot Glazed 120112022 No Yes No WA 1SfaL Version assubimm rrmaan velblad a. Yaltlrd Agaggiall F&CAmrowl Averaged am& zm mugm MoodaGhm CMIML IndouLLAWM Vead.ndar Xdd" AIliOWd Fee ApprAur ARWAW fAmn Teayerata+ Manufacturer catoo pnrnor A Market VAiMred my Vrltlsie0 Fee Angriest JewaveA MOM Composite Edge Fiberglass Double Door %* Review, 2020 TAMKO guiding Products LLC Kern Pon Robert Nien'fnsn Jon W. Kna ioh, PE 10,0412020 0929,7020 10/12/J020 12n&2020 Approved Revision 2020 L V. Thonipecn, Inc. d)a Thompson Nchttectur l Tony Christman Zed," R- PrlaN Saven M MO. PE 0&i7r2020 09118/2020 09222020 12MUM20 APproved Revision 2020 Fiadda Masi Products Inc. CIO%Jan.$ James L Maker. P.E@ Steven M, Unch, PE OW I2020 OW 2020 1010e2020 12n&2020 Apprxd 303908idelites(ImswinglOutaeAng O))(O C2ogay; Roving (417)524.6544 PE-59108 (254)TIZO224 Marks Compny(TAMCOI (613)24a.3458 P11.74021 i,717)317-9454 coaki :Roving (904)MUM0 CBUCK Engineering (717)317.8454 Wnfigurallon) fWbcetapory: uMnrypnaNs krrl_e0n®lareo.mm CMepay: Roving ImytppomN.Rorlma.rxn /uhCtl.nary( Boeing Accessories an that a dKAanom-rum PE•31242 29 ac. Thermo-Tru Fiber-Davec, and Smooth -Star Nominal 8&LIC�; O squotNon-Impad&quot Glazed 1213112022 No yes No WA CwVlbnes Method Evaluation Report tom a eWCal mat are en IMegrd Pan alma ag Composite Edge Fiberglas Single Door with 9&N360 Sldelia(e Qnevdn utsv4 ,OXrOXO �� Flaw Registered Arnnectrr Uensa Florida Pon o the A inoasrla Integral pan aloe Amino tgsr.m Corble ace Mrhod Ewon R4pn tom d: E atimayid..R Ronda Rove Method: A: Evdudira Repro oral e RpIWNd Ar,Itact a e Ucenssd Flodda oonhguratlons)) Praaesbnd Engine. waorn n Flares. Registered Amhtteclaa LicnnO Flixma Prot Prolavlansi Engn.er 30 zd T1lerms-Tru Fibar•Camo and Smooth -Mar Nomyvl 8&a3a:0.&quothlon•Impactsquot Glued 12131r2022 No Yu No NIA Raoashnal Engineer Composite Edge Fiberglas Double Door with L.tM2SZSM Ptmdgdt 3EAS9,0 Sidelines gnavilng/Outeaing; OX)CO QMMUAMNUYM Approwdrrue. Apprawd/r17a an" Gomm fJd1(�IlPoMlaa ourkaeAsarmsee ApprovedlrUse AwrovadfrUs aM 22" 91 zs. Thermo-Tru Ffber.GasWcand SmoothStst configuration) Nominal 7a939;0 &quotNon-Impaddquo[, Snober 12812022 No Va NO MIA &L4d Pradu.t YaW. thmhr a edam. � outside FIVIQ 11mrsounr• f0-al[y,Ass(gance, Aorovedln Uee Amrevsd for Use ARppg( add Jul gmav,peg9tlMim L p111101i AdYf..lDQGS aYMlons EWWR Series Composite Edge Glazed Fiberglass Single 1 TAMKO Rod UndersymeMt(HVI-¢) R(xaundeft"nl. for use In FBC HVHZ 06020M YK NO NIA WA AMA NamebamoLowzwft r.--..,+�r+e..err.,nm to tmtz � � 3 M( 3- FLCO&qur:RV 10 Ridge Ved&qud: Numinum Ridge Vede as Patches room fabricated 1213lr2M No Yea No WA Door with or without 19#39;2 SideYe(s) IulAd ooks. 1 TAMCO FIM Tap Off -Ridge Vent with Base to Tale 20 w, NMc roofwltleta with bane owilarAw Y. Yea NM WA from 0.025' Aluminum (7rnwing/Oulewttg, X OX XO or OXO oonfipurations) 2 TAMKO Rod Undentymenle (NON•Hwa) Radundedaymnto for use In PBe nw44V14T oew2023 No Yea NIA WA 2 TAhIC0 +3aocs.$tk Van 20 pa. Oe1M2026 No Ya NM e01-52A )uledwons. 3 TAMCO OfMRIdge RperVent such B3Mc 26OL dollo raorvennthda with Integrated banks 09/062028 Ya Yes NM WA 4 TAMCO Round Top 0"Idga Vent wdh Baltic far Tile 26 ga. sale roavenUbtor sign bane ODMQ026 Yea Yea NA WA Florida Department of Business & Professlonal Regulation Paw 1 at Florida Department of Business & Professional Regulation P." 1 a3 Florida Department of Business & Professional Regulation Pop I at Florida Department of Business and Professional Regulation Building Codes and Standards 1172021 Building Codes and Standards 1,712MI Building Codes and Standards 3W2M Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application D4tU11 Product Approval Application petals Product Approval Application Detail + .� ., ..., ,, «. . �. _, . , .. xlrkyf ..._ ..: ,, ,Y, • � a WWI ..:.e, ..,.r-... .. s' ,M::'.. .,.�... ,t .: .c - - mar' K a ,,, "�. , ., �.f' •. Dn:�'• 1 a .. - - .ax� %fig army S�sd �BtaiiLf06id Xda d& alm no Ylldaad L�ffi Data Parishes )all! ee F&MMY Approved�(p cads in Version Sepydptpigs GlaYg= ,calm jnyr ppa 1.1- y�dje Die tat yjidg(ed Wfahndm Fee Antiviral no �� e frnLM EWhen M9 Momeamrt hYavdr .LI9VaLdeww SdMYd 1 a1 A, License, mass Galt odlpwdm an "Now dig( FIC Approval Approved Kim FLM625�-R31 Re i.m 2020 Lraraneo Kama JNley Janes L Buda+., P.E. Moen M. Unch, PE I V232020 I in3 0Z0 1IM020 dine FBC AJ+Or' RwAs oh 2020 gene Roping Anderen Raw IAPNAO Uniform 6Yeluntion GryW. Walker 1113=20 10022020 11IMM20 Approved Revision 2020 Gld W Pra4eatlOn PoduW, I.I.C. TIM Robinson vvowX Tea Jr.. P.E. John W. KAarrAdn. PE COOV 020 09,1060020 10A12020 12/15=20 Approved Cotle Entity or 20 1211111 LM Status Cressy Roving (5009636163 PE-31242 (71T)317.6454 CMegay: Amino (801)3806001 S►Mm LLC (205)854.016o Catapery: Shudent 10418W7545 PE-44167 (054)7r2-6224 Version Manufacturer Cot Engineer & Validated BY Y91W1S4d a Submitted Pending BRproved Approved strcM.aer Roving Aawsor ran Raising system IMerelPnhlado MNley@lamncocan Crpll g y Roving TlW copped NdMod!EvoustimP sly Repo hem. Is Maanabrol. o m aubCaagry!lionce corm Panel. Repo tamr Carlo. dm.robrneo ®gpgd. w m egg Revision 2020 POLYGLASS USA MauryAlpatr License JohnW. 1012W02010/2212020 E� 12/15/2020 Grin. m caipiinaM.thod:EvNvrinReposem. Pred,nEwvedanEnay RgiMNIseO:Evel or a FIrMeRplsiaredNmlworeLicensed Flrxlda Category: Roofing S954233133OSmalpert@polyglass.00m Robert Nieminen Knezevich, PE r1 RMY8i Florida Registered Architect r a Licnread Florida �e LM2 P, Ae Prch4e amen EngineerSubcategory: PE-59188 (954) 772.6224 11/01/2020 Praenlnel Slane. y Underlayments asuagALURINIS Awl ZLO W r KGWJYM LKibme alauo(AeelemtMm eumiagunswisaw lgnwgm fed Averaged for Use � 1. KVKZ Appreved far u.. AOmenl l yeeEn G�IWY �(L�egpgp AvawMta Wa AamprN for U, �gen( gep(m Compliance Method: t Apwwtd for Use far e I ishot 2EMM A1rar9 W is n Countrate, spar ad English Saxy- Shake. Slate,y Slate, For0-,. 0, CO 12/31/J020 Proles No Yea N! NIA A" Fraduc Made kukKr Nona • od= cammazwknimam mlmmli Canada HVKZ si tto naYO Evaluation Report from tem8 a aasLQU NQ goonalmiaL a2m ILML !#Wuormdfi Raw" fYlenBa 17 Thatch &.cop: o npeet Saxony SM- SWO, Shake Amp: SON Shake Fiat Praia • MoeMon. CA 12131=0 No Yee NIA WA 1 20 Gage Galvanized Steen Morm P nNSMVHZ Corrugated Oalvanind Stan Storm Panels repned 12012023 Yea Yes Yea WA a Florida Registered 1 D.rk-Ai" DA-4 orTRI-SON Deck -her DM I- P.N., Pdypropylnr Plsdia, Rod Vnl tY102025 Mschonleaa Attached to Plywood Dock No Yes No •91,6"75 8 Sesony a00-Sk10. 9hre & SpIN Sh.ks Flat Ro6N • Risen, CA 12212020 No Vs. NIA NIA or net by lacks to provide human prredlon. ArehitectorgLicensed tt sMmyT00-ehek.,Slate&5dilSheke Fiat Wdll.-BlaI1,,CA 12/512020 No Yee N/A NA 2 MGage ONvnl:edsteel MarmPendsMHVH2 Carupeled Galvanized Steel Storm Panels retorted /2/312023 No Ya Yea N/A Florida Professional 20 Barny 700- aeek., Mate &amp: SON shoke Fell Prorir- 141.110, CA 12131 awn No Ye. NIA NIA a net by "chat to provide hun icano pdedln. Engineer 225 We E,panal sal,. -Prrom.a-icy 122131 �Z0 N. No Yea NIA NIA n/A rx FLM26M31 Products Aamgg for Use �� Damian PressureRAlt 09 A Product Modal. NLrrbw or Nam PrIxi DneriawIn as i PolyglanRoe Undedayrnents Rootingunderiayments 10121/2022 No Yes WA 4WA/-Boob 1 Polyglass Roof UndeRitiments (HVHZ) Polyglass roof UnderlWilients lot use In FSC1223/2023 Yes No WA WA HVHZ jurisdictions, 2 Polyglass Roof Underlayments (non-HVHZ) Poyalaee rod undenaymenas, for use In 12123r2M No Yes NIA +WA/-022.5 F150 no"VHZ fudadletirr. Florida Department of Business A Professional Regulation Pew f a 1 Florida Department of Business & Professional Regulation rap I of t Florida Department of Business & Professional Regulation pagei at 1 Polyglass Roof Undefteyments(HVHZ) Poygla" roof Undedaymentsfause InFsc1W2Y2M Yes No wA WA Building Coder. and Standards 125rm22 Building Codes and Standards 12r" Building Codes and Standards 1m�21 HVHZ jurildlGa4xr. 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof urdellayments, for use In 12/23/2023 No Yes NIA +WAI-o22.5 Product Approval ApApplicationD41ta11 Product Approval Application Detail ProductAp(xoval Application Detail FBC non-HVHZ judedkUone. 1 f Unde 4mtS Pol ass Roo eta (HVHZ) Ygl ym ( P la racrund*ri cleats use In FBC12f23/2023 Yas g aYtrl dig st HVHZ n*dnWons. � No NIA yam,; r�l' " '',v�.e.'�+ �. .,., _ .. ,., .„. ,,. err u at 1fi yr t� .. ('i: '. r .. �ih r .' d. � .. - ... t.' � �.r .. .-. '3�'s., a:.•L,»�ka �+r ain�c.�. :,., ., r -,,. 'e•+ '� '. r ... .. a , �J �s q� .. �:. , . „ �i`w� �'!`� �i.,i .;•..i t rrt� t�a.�.�.._n _ �it`•� n.. h, ,+ ' '�.L�t�nt: e'w�` .':wk era uy., � >� .. - .. ... <-F•+ a T1 sii-7" t �.•-, 1r $ w m. a ., _ .. _: .. . . r , w71�, .a � � .. � 4 � k ...�,..r'e .,., � 3R�•� � � �. 2 Polygess Roof Underlayments (non-HVHZ) Poyalass rod underlaym arts, for use In 12/23/2023 No Yes WA +WAI-822.5 � Sauer or 20 gppp Cook Eno g la1M 1LIt 1 ding 291 S� LgBBts[ an au Oro pandm yens FBC nark-HVHZ jurisdictions. Dial Version file"00oft ftrrtact Engines a tJOann Validated By Validated subrnlftd FDCAobrowl Approved Atelua 1Stat YM21ag Emmag fed 9909 EownuL LIMM xiwgd& YiWMl6 Bind Pec&IRMW Appgv(d AMA mm ynygp WgdMrigi film= bmkm.ilwm Ydktraeer yaWM §L&WM Fee AmmeM Actign-ad AWO 1 Polyglass Roof Underlayments (HVHZ) Polyglass rod underlaym ante for use In FBC 1212312G23 Yes No WA WA Revision 2020 All American Shutters rd Glass Mks Sorbian Frank L. arinardn, P.E Troy Bishop. P.E. 100812020 10115/2020 1IMN202D 12/15k020 Approved R.vhrm 20M AIPans 61-1 I.W. lee Evaluation Servos, LLC WIN.m M. Roman. PE 10/3112020 1 W22020 t MSM20 11/05M20 Appp4d Revision 2020 Commercial Concrete PTodudsmc. Reber OIO$ Somuel A Greenberg John Hay izneao2o 1711arm20 12/2B/2020 rang FBC Appr, HVHZ juriedidion. Catpory; Shutters (561) 71241582 PE-0040US (954) 947„WW cidegary: structural Component. (321) 710-3377 (4071601.1917 ai'+ed Crlpenena (13) - 1 2 Polyglass Roof Underlayments, (non-HVHZ) Poyplaa roof YllderlaymaMs, for use h 12f23/1023 No Yes WA +WA1.822b aul.Catepor 9torrrl Panels col Ilamerioanshutte k�e subcse.mOry: Tars Plata NeWhQ.1pinieft n OMICaleg rubCrapory: Produce Introduced as s Result of od pnadgata(g»Bmo.can F8C noes-HVFR jurisdictions ComglanceMethod; Evaluation ReptMhoms rs.mm Compliances Method Evaluation Report tom■ Nov Technology Florida R"artered Architect or a Licensed Florida Product E ealu.8n Entity Compllanos Method: Evaluation Report from a Professional Engineer Florid. Reglebnd Nnitect ore Licensed Flodda FLMs147Peom.k Prehisom ilEngineer 1y" Asrdwd fa this Amrevod fa Use Vag Dealkin lJ4Mtr4.at RAdhala Qualittrillimmunincis Ancmvadfor Lose Anorovedfer Uee jasit l Design Ila Product Yodel. Gamer a Items goductO vilodop Cars?-tiba"Im Ore In.WAZ O als"M i� S3�rN Pdoduct Model, Number r Nam* Product Description Camrad aspiration Win InH Outside HVKZ impiount Pra+uurr / ITW BCG/Npn. High. 6trmgth IH&amp: 8) MN.IComertr PM. IV512024 Yea Yes NIA NA QiWkABM+trd AMLMM�LlaL AmrevM fa uw dames, atlim 1 249e GoNanMed Steal Slemt Panels 24ga Galvanized Steel SMrm Panels 12/31/2022 Yes Yes Yea WA 2 ITW BOO/Apse Hhw Plate metal Connector Plata 1213112024 Yea Ya N/A NIA AeAA Preaat YorY. tenor a YusProduct thotrattlan contract Em[MfQ6time In Into Outside HVHL Emuaans Pfenaln 3 ITW BCGOJON TNlr hitter Connector Plate fy312024 Ya Yes, NIA NIA 1 Quality Protest a Commercial Concrete Producle Precast and Prestressed Concrete UnMte 05/252024 No Yee NIA WA 4 ITW 9CO/A¢ur Wea WNI Connector War 1 L31202/ Y. Ya NA NA Fonds Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dellall Few z a z Florida Oeperbroant of Business & Professional Regulation Page / pit 30=3 Building Codas and Standards en4/2021 Product Approval Application D4rtall - e ... �a .• Ggst EtWOr or a" aim sate Ike d lala ]yg ysnsfyA manufacture Coded 1 Wnw A Uaerrs vrtlr.d ON wwad imsematsis PIN Areaow Ma va &A%- Revi.bn 2020 MITW Inc Emit weldn lee Ev.lu.U-Sawa.. LLC Ice Evoubon Serves, OlAr 023 I22&7022 01I032023 Approved cat•go+y' 9hume.t Components (9S2)8684M LLC. SubCN.gory: True Pieta ewddnQnii.am (205) 599-9800 Compliance Method: Evalurrm Repo earn a PUG11114hO Product E-1 .5- Entity Produda AlaA Prdvl MndsL iisnhr a frna Aeroeod in fr us Am•oued 1, U, flood lSYdlns poster, 1 M1eAHa is ge. high strength vua conneda oleic 12131 Yea Yee Yes NA A WA 2 M10SHS is go. super no strength true. owns" plot. 4 12/31=4 Y Yes NA N/A 3 Ml is ie go. tress connector pie. 121312024 Y. Yet N/A A 4 NITi&F48 is ga high slrongth ayacpnnsdr date 12r3112024 Yea Yee N/A WWA 6 M12OHD 20 go. high.tnngm tuar4nneaer plate 12f3=4 Yea Yea N/A WA 8 TL16. MTIB 1a ga.Wss-.ad. pie" 12/3i2024 Ya Yea NIA WA 7 TL20, MT20 - 20 Sao trusts tied. 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PE 11A82020 1111am 0 I1202020 Approved colseall': Penh NNIN Win 500-2008 PE-62514 (717) 317.8454 sub atepory: SdM omNaNumminnceysho CossptlMN► Method: Evaluation Repo tome o.com Florida Registered Architect a a Uamsed Flotla Rd..lnrl Enpnker ' Aeaa Pradael YedM.leater r Wine y111ikALVrmca Asrovadfat Us, AeorovedfaUss C_-:;eu§wi"La OMg mHVAZ GsAgax Oii I8RW 219M Assistant F1aa , 1 Aloha AL. sal d &amp', Vemel Aluminum SOM Alpha Aluminum solid &arils: Vtnta A+mhum 07mr,023 No Yea No N/A emu damp; Wood sERN emu &arts; WOW March 6, 2023 1 -e--A N O Cn N 0- a O O 1` W`y vlre.� +�W � `V O C O _C) O O U_ Mn C -0 E O O C O IN 111 .0 .- C/ / bp Z;j e� Q Z Z w J r CO C &rig 0 F C &A- d to N N t> CV i 40 C`A i is 40 C � 4 to to 00 U 07 7 y d:n d0 .. 7 ... 417 r a pG G 'p R Q- 4JI E C_ W CU `V > O L 0 0- L' U O L W cc afeaaaa O CC W Q CD z J Z Q J SHEET NO. 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M1. ..i. ,,. ].. 5'li�A. .� �i•i � ilYlcr eY e!t tie Qae 9E4 a/{rraa G/k ➢/It Wta!//iaa lilt fYdr. e� e/ee fle eta2eaiaa Dak fsi CeleL� so ea eleL111iY lilts � ±iron t aaYaerallrre ,r„la,Y/r ywrw ; PaDM/matl �� !flea ,J� �� eritewr wwreY llN�l!! faeae=n.r !y>rd allay DDE � kaadleN,e/[ fislar sr...rau.... wlw/a, wlfal lralLsl faa:a/ww, Nlrera! eaa � �atae OmlEa rr...rau�.. �1!+1 /aLI • Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30r2020 OwFor direct Inks to all SST approvals Isted below, CLICK HERE For additional Information regarding Flanders Statewide Product Approval System end Mam-Oade County Notice of Aoceptanee INCA), cueK HERE. FLai2356-R7 $t" ProductModel, Number or Name Product Description 1 Titan Stainless Steal Concrete & Masonry Screw (TT N-SS) 1/4" diameter Titan stainless steel masonry screw FL#95B9-R6 Ala Product Model. Number or Name Product DeRedbtlon 1 SD10112DBS Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI0112. SDI 0212 Strong -Drive SD Connector Screw 3 6D9112SS, SDO212SS Strong -Drive SD Connector 88 Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber -CIF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512. SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112; SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SOS25412, Strong -Drive SIDS Heavy -Duty Connector Screw SD525500,SDS2560D,SDS258M 8 SD82511255, SDS25200SS, SDS25212SS, SDS25300SS, SDS26312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10o07-Ra afta-)jt Product Model. Number or Name Product Description 1 ATR318, ATRI/Z ATR5/8, ATR314 Threaded Rods 2 ATUD5, ATU06-2, ATUD9, ATUD9.2, ATUD9.3, ATUO14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP112, BPI/2-3, BP518-2, SP518-3, BP3/4, BP314-3, BPRTUD3-4 Bearing Plates 4 CNW318, CNW1/2, CNW518, CNW3/4, CNWS/8.1/2, CNW3/4-5/8 Coupler Nuts 6 CTUO55, CTUD85, CTUD86, CTUD75, CTUD76, CTUO77, CTUD87, CTUD88, CTUDOT Coupling Take -Up Device CTUO98, CTUD99 6 N3, N4, N5, NO Heavy Hex Nuts 7 RTU03, RTUD3B, RTUD4, RTUD4B, RTU05. RTUD5, RTU07, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW35 Take -Up Washer 1D URS3 318" Uplift Rod RunTiedown System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URS6 5/8" Uplift Rod Run Tiedown System 13 URSB 3/4" Uplift Rod Run Todown System FL810441-116 Aal Product Model, Number or Name Product Descriotion 1 DTT2 Hold-down 2 HOC10/4, HiDC10r22 Hold-down 3 HDQ8, HH0011, HHDQ14 Hold-down 4 HDU2, HOU4, HDU5, HDUB, HOU11. HOU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8. LSTHOSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPA132, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA88 Strap -style purlin anchor 10 PAI18, PAI23, PA128, PA135 Strap -style purlin anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STHD14. STHDI4RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved roved Products Updated IZ3M20 p g For dreot Inks to all SST approvals Ned below, LICK HERE For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance INCA). CLICK HERE 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-318" to 15-1/8". 22 LBAZ series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 9-3/16 to 13-1/8", 23 LEG3, LEG5, LEG7 senes hangers Top flange hangers available in widths ranging from 3-114" to 6- 7/8" and heights ranging from 9" to 33.1/2' 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 7/8" and heights ranging from 9" to 32.1/2' 25 MIT sense hangers Top flange hangers available in widths ranging from 1.9/16" io 5- 1/8" and heights ranging from 9-114" to 24" 20 PF, PFB, PFD8, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 3-318" to 71W'. 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from I.9/18" to 7- 1/8" and heights ranging 9-1/4'to 32". FL01096o-R5 *=AProduetModal.NumhgrorName 1 ABA44..ABA44R,ABA46,ABA46R,ABA66.ABA68R 2 ABU44, ABU44R, ABU46, ABU48R. ABU5.5, ABU5.6, ABU65, ABU68. ASUBBR. ABU88. ABU88R,ABU1010 ABUIOIOR,ABU1212,ABU1212R 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABW06RZ ABW7.7 4 A04, A04R, ACE4, ACB, ACOR, ACES 5 BC4, BC46, BC4R, 8C6, BCBR. BC8, BCS2-2/4, 8C52-3/e 6 CB44, C848, C648, CB88, CB68 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQB&SDS2, CBSQ86-SDS2, CBSQS8-SDS2 8 CC, ECC, ECCU Series 9 CCQ-SDSZ5, ECCQ-SDS2 5 Series 10 CPT44Z, CPT68Z, CPT86Z 11 EPB44A, EPB44, EPB46, EPB88 12 EPS4Z 13 LC844,LCBW 14 LPC4Z,LPCSZ 15 MP844Z, MPSWZ, MP988Z 16 PB44, PS44R, PB46, PB66, P806R 17 PBS44A, PBS48, PBS86 18 PBVB, PBV10 19 PC44-16, PC46-18, PC48-161 PC84.18, POW16_ EPC44-16. EPC48-18, EPC48-15, EP084-16, FPCOS-18 20 PC4Z. PC4RZ, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ, EPC8Z, EPCBRZ 21 PPB44-4Z,PP844-OZ 22 RPBZ FILM 096&R8 ,jai Product Modal. Num bar or Name 1 FJA, FSA 2 FRFP 3 131-146-8, GH46-8, 01-148-6, GH48-8, GH410.6, GH41". GH66.6, GH88-8, GH68-6, GHB& 8, GH61 O-6, GH810.8 4 GLB5A, GLB5B, GLB5C. GLB6D, GLB7A, GLB7B. GL87C, OLB70 5 GLBT512, GSLT812, GLBT516, GBLTMe, GLBT520, GBLTS20 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HGT-3, HOT-4 8 UFP10SD53 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Bass Bolted column cape with W1 ranging from 3.1/4" to 9-ItT and W2 ranging from 3.5/8" to 7.112" Screwed column caps with W1 ranging from 3.1/4" to 9.1/7' and W2 ranging from 3.5/8" to 7.1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Past Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulem Bearing Plante Heavy Girder Tredown Universe Foundation Plate Universe RetrofltFountlation Plate Updated Simpson Strong -Tie 2020 FBC Approved Products u p /30/2020 Far direct Inks to all SST approvals listed below, CLICK HERE Fdr addtknal Information regarding Florrds's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NON. CUcK HERE. FL010446-R6 AgLif Product Model. Number or Name Product Divacdotlon 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVA8 Outdoor Accents Angles 3 AP844, APB44R, APVB66, APB86R, AP888, APB88R, AP81010, APB101OR, APVB44, Outdoor Accents Post Bases APVB44R.APVB66,APV886R,APVBS8,APV088R,APV81010,APVB101OR 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-8, APVDJT2-4, APVDJT2R4, APVDJT2-e, Outdoor Accents Deck Joist Ties APVDJT2R 8 5 APHH46, APHH48R, APHH610, APHH610R Outdoor Accents Heavy Hanger 6 APL4, APL6, APT4, APT6, APVL4, APVLB, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, AP1.1-126, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 1 FCB Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A.2, H1 OS, H14, HGA1O Hurricane Ties 17 HCJTZ Heavy Como" led Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knea-Brace Stabilizer 20 L30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewrable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSI28RZ, LSSJ2IOLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1. LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skeweble Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 26 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210. MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Roof Tie-Dowm 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC. STCT, OTC., HTC4 Truss Clips 35 TJC37. TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FILM 0447-RS Sae!! Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSCSRSDS3, OSC5L-SDS3 3 GBC 4 HCP7.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42.2, HHRC4/1.81, HHRC44, HHRC5.25I3.25, HHRC5.3713.12, HHRC6e 8 HRC1.81, HRC22 7 LRU26, LRU28, LRU210. LRU212 8 LSU26,LSSU28,LSSU210 9 TBE4,TBE6 10 TC24.TC26,TC28 11 THA29, THA213, THA218, THA21&2, THA222-2, THA413, THA418, THAC418, THA422, THAC422. THA426. THA422-2, THA426-2 12 THAI1.81/22, THAI2.06/22, THAl2.1122, THAI222, THA1322, THAI3522, THAI422 13 THAL422.THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-SSDS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR • Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30r2020 MMFor direct Inks to all 88T approvals listed below, rL!rK HEPE For addtldnsl Information regarding Plodders Statewide Product Approval System end Marn4)ade County Notice of Acceptance (NOA). LUCK HERE FLN10466.RS a Product Description 1 W. BTB, 8TH Brick Ties 2 CMST12, CMST14, CMSTCIB Coiled Straps 3 CS14, CS16, C818, C520, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 CompressioNTension Strap 6 DSP, SSP, TSP Stud to Prate to 7 H1, H10A, H2.6A, H3, H8, H7Z, HIS, HIM H16.2, H16.2S Hurricane Ties 8 HOT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 H624 Hurricane Tie 10 HSS2-SDS1 5, HSS2.2-SD33, HSS2.3-SDS3, HSS4-SOS3 Heavy Stud Shoe 11 HST2; HST3, HST5. HSTB Straight Straps 12 HTS16, HTS20, HTS24. HTS28, HTS30, HTS30C Heavy Twat Strap 13 HTS016KTZ HTS020KTZ Heavy Twist Strap 14 L.FTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LS7A24, LSTA30, LETA36 Straight Straps 16 LSTI40, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium Girder Todown 20 MST27, MST37, MST48, MST80, MST72 Straight Straps 21 MSTAO, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC88, MSTC78 Straight Straps 23 MSTC4863,MSTC6883 Pre -Bent Straps 24 MSTI26, MSTI36, MSTI48, MSTI80, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10.12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 27 RCW312,RCW814 Wall&acing 28 RPSIB, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SP8 Stud Plate To 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST8224, STe236 Straight Straps 34 TB20, TB27, TB301 TB36, T642, TB48, TB54, TB56, TB80 Tension Bridging 35 TWB10, TWB12. TWB14 Wail Bracing 36 VGT, VGTR, VGTL Venable Pitch Girder Tiedown 37 W8106, WB10BC, WB12e, WB126C, WB143C Wail Bracing F.-ar"Y IN Product Description 1 C91-12.374.5, C13H2 370 e3, CSH2.374.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5,50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers HQ Ridge Connector Ratter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5,62SDS, HHGU7OOSDS, HHGU7.25SDS, Light Siopeable/Skewable U Hanger HHGUQOO-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Truss Clip HHUS7 25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01 8119SDS, HUCQ1.81111SDS, HUCO210-2-SDS, HUCO210-3SOS, HUC0310- SDS, HUCQ410-SOS, HUCQ412-SDS, HUCQ5.25M-SOS, HUCQ5.25/11SDS, HUCQ610- SDS, HUCQS12•SDS • Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3OM20 For direct Inks to all SST approvals listed below, CLICK HERE u For additional information regarding Florida's Statewide Round Approval System and Mom-Datle County Notice of Acceptance (NOA). GLGK HERE. FL#114WRO ,Q9" Product Model. Number or Name Product Description 1 HHUS210.3, HHUS210-4 Joist Hanger 2 HRSe, HFi HRS12 Strap Ties 3 HU00210-2-SDS, HUCQ210.3•SDS, HUCQ31MDS Joist Hanger 4 THGB2, THG83, THGBH2, THOSH3, THGBH4 Joist Hanger 5 THG02-SDS3, THGQ3SDS4.5, THGQH2-SDS3, THGQH3SDS4.5, THGQH4SDS8 Joist Hanger 6 THGW3-3, THGWS-4, THGW4-3, THGW4A Joist Hanger FL#114MR5 JW Product Model. Num bar or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, H16S, H18-2 H18.2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAMIO,HM9 Masonry retrofit connectors 7 HHETAI6,HHETA20,HHETA24,HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, METAt6, META18, META20, META24. META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSMIB, HTSM20 Twist Strap for Masonry FLN11496-RS fig" Product Model, Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HDI9 Baited Holdowns 3 HD30, HD513, HD7B, HD9B Bolted Holdowns 4 HTT4, HTTS, HTTS-3/4 Tension Ties 5 LTT19, LTT208, LTTI31 Light Tension Tres FL#13929-R5 Sea X Product Model, Number or Name Product Description 1 SB5/Bx24, SB7/8x24, SB1x30 SB Anchor Bogs 2 SSTB16, SSTB20, SSTB24, SST828, SST834, SSTB36, SST816L, SSTB2OL, SSTB24L, SSTB Anchor Bogs SSTB28L FL#13t172-R4 U-0 X Product Model. Number or Name 1 CMST12, CMST14, CMSTCIB, 0S14. CS10, C518, CS20, CM 2 HRSB, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI28, MSTI36, MSTI48, MSTI80, MSTI72, S/MST27, &MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS3Q HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH3.25, SUBH3 25, MSUBH3.25 7 LTP5 8 LTS12, LTS1e, LTS18. LTS20 9 MSTA30, MSTA30, ST6215, ST6224, STO, ST12, ST18, 5722, MSTC28, MSTC40, MSTC52 10 MSTC88, MSTC78, ST8238 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 SI Ze. S/BI.81, S1B2.06, SIB2.37, SIB2.56, S/132.68, SIB3.12, S133.56, S1B3.62, S/B4.06, S1B4.12, S1B4.28, S184.76, WB5.50 13 SMA2.1218, SBA2.12110, SIBA2.12f12, S1BA2.12/14, S/BA4.18/8, SJBA4.18110, SMA4.1Sit 2, &BA4,18/14 14 SIH1A 15 SIHDBS, &HD88, S/HD1OS, S1HO10B, S/HD15S, S1HO15B 16 SMDU4, SIHDU6, S1HDU9, S1HDU11 17 &JCT. S/HJCT Product Descnotlon Coiled Straps Straps 97 mil (12 go) Heavy Twat Straps Straps43 mil 18 a ( 9 ) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 88 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DUCTF) hangers avalabie in widths ranging from 1-9/18'to 3-9/18" and heights ranging from 9-1/8" to 23.15118". Face -mount hangers Face -mount hangers available in widths ranging from 1.518" to 7- 3J8" and heights ranging from 5.5H8" to 12.7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 6.1/8" and heights ranging from 4-NN' to 1 S3f4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange s concealed, Face -mount hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 1/2" and heights ranging from 2-7/8" to 19-114'. Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16". Face -mount hangers • Updated 12l30/1020 Simpson Strong -Tie 2020 FBC Approved Products P P g I�p For direct Inks to all SST approvals Nod below, CLICK HERE. For additional information teparding Florida's Statewide Product Approval System and Mary -Dade County Notice of Acceptance (NOA), cuCK HERE. 18 SRBV1.58, S/LBV1,81. S/LBV2.06, SLBV2.37, S/LSV2.58, S&BV2.68, S/LBV3.12, Top Flange Joist Hangers S1LBV3.56, S1LBV3.62, S/LBV4.06. SJLBV4.12, S/LBV4.28, SRBV4.75. S/LBV5.50 19 S/LTT20, VDTT2Z, S/I TT14, HTT4, HTT5 Holdowns 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R8 Ilia Product Modal. Num bar or Name 1 CCQM3.62-SDSHOG, CCQM4.82-SOSHOG, CCQM5.50-SOSHD(3, CCTQM3.62-SDSG, OCTQM4.82SDSG, CCTQM5.50-SDSG, CCCOM3.82SOSG, CCCQM4.62-SDSG, CCCQM5,50-80913 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, ECCLLQMD4.02G-KT, ECCLLOMD6.500-KT, ECCLRQMD3.62G-KT, ECCLROMD4.82G- KT, ECCLRQMD5.SOG-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7,25, HGUM9.00 4 LGUM26.2, LGUMZ&3, LGUM26-4, LGUM28-2, LGUM2&3, LGUM284, LGUM210-2, LGUM210.3, LGUM210-4, LGUM48_ LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3.12111.25, MBHA3.56/7.25, MSHA3.56/9.25, MBHA3.50/11.25, MBHA3.56/11.88, MBHA3.5814, MBHA3.56/16, MBHA3.56/18, MBHA5.6w 25. MSHA5.5019.25, MBHA5.50/11 25, MBHA5.50/11.88. MBHA5 50/14, MBHA5.50116, MBHA5.50N 8 6 MBHU3.56/9.25, MBHU3.56/11.25, MBHU3.58111.88, MSHU3.56/14, MSHU3.5&16, MBHU3.5W18, MBHU5.5019.25, 1ABHU5.50111.25, MBHU5.50111.88, MSHU5.50114, MSHU5,50116, MBHU5.50118 FL1H 397S-Re 11" X ProductModal. Number or Name 1 SDW22300, SOW22338, SOW22438, SOW22458, SDW22500, SDW22000, SOW22838, SDW22634 2 SOWC15450, SDWC15WO 3 SDWH19300DR SDWH19400DB, SOWH1g600DS, SDWH19800DS, SDWHI9I000DB 4 SDWH27400G, SDWH27800C, SDWH278000, SDWH271000G, SOWH27120OG 5 SDWS16212, SDWS16300. SOWSI6312, SDWS16400 6 SDWS19800, SDWS1971Z SOWS22400,SDWS22500 SDWS22512, SOWS22800. SOWS22800, SDWS22900, SDVVS221000. SOWS221I00, SOWS221200, SDWS221500 7 SDWS2230ODB, SOWS224001)8: SDWS2250008. SDWS225000B, SDWS22800D8, SDWS22I OOODB 8 SDWS22312DSB, SDWS22512DBB 9 SDWS2730DSS, SDWS27400SS, SDWS2750OSS, SDWS27&)DSS, SIDWS27800SS, SDWS271000SS, SOWS2712006S 10 SDWV13400 11 STN22 Fl#16363-93 ftLE Product Model. Number or Name 1 AS IS, AS I SS5, AS 18SO 2 AS 20HS 3 AS-20 4 ASHP FL#15730-R4 Sea # Product Model. Number or Name 1 ET -HP 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW50, GW-75, GW-100, GTH 3 PDPA, POPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, RNWP, PINWP-W, PDPAWL, PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Dr vs SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drive SOWH TIMBER-H EX HOG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Inhedor Grade) Strong-Orive SOWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SOWV SOLE -TO -RIM Screw Outdoor Accents Hear -Head Washer Product Description 18 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector Pmduct Description Adhesive Anchor for concrete Gas -actuated fasteners and assemblies Powder -actuated fasteners, threaded studs, and assemblies Adhesive Anchor for concrete • Simpson Strong -Tie W20 FBC Approved Products Updated 12rd0/2020 For direct Inks to all SST approvals Ieled below, CLICK HERE. For additional Information regarding Flalds's Statewide Product Approval System and Mami-Dede County Notice or Acceptance INCA), CLICK MERE, 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8' to 3- 9/16" and heights ranging from 4.5118" to 11". Concealed flange version (H USC) available for models; having width equal to or greater than 3.9/16" 12 SUS series hangers Face -mount hangers available in vvcths ranging from 1.7/8" to 3- 5/8" and heights ranging from 9.114" to 16'. 13 LGU3.25SOS, LGU3.83SDS. LGU5.25 SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1.9/16" to 4- 50' and heights ranging from 3" to 10-1SPO" 17 MGU3.63-SDS, MGU5.26-SDS, MGU5.50-5DS, MGU5.82-SIDS, MGU7.00-SDS Face -mount hangers IS MIU sense hangers Face -mount hangers available In widths ranging from 1-9116" to 5- 118" and heights ranging from 6-15/16" to 19 112 . 19 MUS28, MUS28 Face -mount hangers 20 SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/16" to 3.9/16" and heights ranging from 3-1tI Woo 13-3/4" Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 6" and heights ranging from 2-5/8" to 11.14'. FLS110687-R6 AMA Product Model. Number or Name Product Daecriutlon 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 118" and heights ranging from 7.1 W to 30'. 2 DGBF series hangers Top flange hangers available In widths ranging from 3-6/8" to 7- 118" and heights ranging from 9.1/4" to 24". $ DGF sere" hangers Top flange hangers available in widths ranging from 1-1/Z'to 3- 518" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 518" and heights ranging from 9-114" to 24" 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 718" and heights ranging from 11'* to 32.1rZ'. 6 EGO series hangers Top flange hangers available in widths ranging from 3.6/8" to 7- 1/4" and heights ranging from 11-114" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3.1 X' to 8.718" and heights ranging from &1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32' 9 HIS series hangers Top flange hangers available In widths ranging from 1.9/16" to 7- 1J2" and heights ranging from 8" to 30' 10 HGLS series hangers Saddle hangers available in widths ranging from 6-114" to S-718" and heights ranging from 10-1/7'to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1171c, 37' 12 HGLTV series hangers Top flange hangers available In widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to 33' 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/18" to 3- 9118" and heights ranging from 18" to 28". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3.1/8" to 3.9/16" and heights ranging from 5-318" to 13-1/8", 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/18" to 5- 1/2" and heights ranging from 3-7118" to 1V' Concealed flange version (H UCTF) availablefor all models having width equal to or greater than 2.906". 16 HWP series hangers Top flange hangers available In widths ranging from 1.9116" to 7- 1/8" and heights ranging from 5-3/8" to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 14/16" to 7- 1/2" and heights ranging from 5.3/8" to 32', 18 ITS series hangers Top flange hangers available in widths ranging from 1-9118" to 3- 5/8" and heights ranging from 9-1/8" to 16' 19 JS series hangers Top flange hangers available in width of I.9/18" and heights ranging from 5.3/8"to 7.1/4" 20 JBA series hangers Top flange hangers available in width of 1.9116" and heights ranging from 9-3/18" to 13.118" Simpson Strong -Tie 2020 FBC Approved Products Updated 12rAM20 For drect Inks to all SST approvals failed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Main -Dade County Notice of Acceptance (NOA), Ci urrr HuraF 5 SET-XP Adhesive Anchor tor concrete B Strong -Bolt 2 (STS2, STB2.4SS, STB24SS) Strong -Bak 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (rHD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD•CSOM Then HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 310 stainless steel, or with countersunk head in Carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Then HO Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (THDB25158RH, THDS3715811RH, TH037212RH, Then HD Threaded Rod Hanger for concrete THD50234RH,THD1D212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLAH 6230•-RB J al Product Modal. Number or Name 1 AT-XP 2 ET -HP 3 SET.XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (7TN2) 6 Titan HD (THD-H4SS, THD-HOSS, THD-CSBSS) 7 Then Turbo (TNT) FL#16937-R3 1%" Product Model. Num ber or Name 1 X349101"K,X1S7016,X181018.4K,XQ1S1DiB,XQ1B1016.4K 2 XLQI14T1224,XLQ114B1224.2K 3 XMQ114SI224, XMQ114BI224-2K 4 X0114S1224,XQ114BI224-2.5K X114S1224,R0112S1224,XQ11281224-2K 5 XU34S1016,XU34B1018-5K FL135320-RO AW Product Model. Number or Name 1 DSSCB43.5, DSSCB46, DSSCB46, DSHS 2 FCB43.5. FC845.5, FC847.5. FC649.5, FCB411 5 3 FPHSD34S1018,FPHSD3481018,FPHSD3461016-5K,FPHSD34S1214, FPHSD34B1214.FPHSD34812145K 4 LSFC2.25, LSFC4 25, LSFC8.25, SFC2.25, SF04.25. SFCe,25 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4,25, SSC8.25 MSSC2.25, MSSC4.25 MSSC6.25, MSSC4.26KW, MSSC8.25KW 6 RCKW3,RCKW5.5,RCKW7.5,RCKW3S.RCKW5.5S 7 SCB43.5, SCS45.5, SCB47 5, SC849.5, SC6411.5, MSCS45.5, MSCB47 5 8 SCS32.5197, SCS62-6/97, SCS82-5/118. SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3, 518 12 XLSH3481414,XLSH78B1414 13 XQiS1016, X01 B1016-4K. X01S1214. X0181214.3.5K, XQ78S1224, X07881224.3K, X0114Sf 224, XQ11481224-2,SK, X0112S1224, XQ11261224-2K, X3461018-5K, X1S1016, X181016.4K, X1S1214, X181214.3 5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Batt 2 Wedge Anchorfor masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 318 stainless steel with hex head, end 318 stainless steel with countersunk head Titan Turbo Screw Anchor for concrete or masonry Product Description #10-18 Strong -Drive X Metal Se8-Drilling, Tapping Screws with rya Drill Point #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws wfdf #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drava X Metal Set -Drilling, Tapping Screws with 06 Drill Point 010.16 Strong-Ddvs XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Well Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws 410.18. 412-14. and *12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws a--e N to �..• U 2 N 2 CD- ca. -� .CM CU U C a ca O ICU Cn O C O a O O L,L O .� � O p i2 �C -0 .� '/M^ Cn Q Z Z W J Q fl 2 G � cz, -40, W y Ca W 7 O ✓ � • � V � ;cs .W 1W i. res r cur G cl r_ Cn E Z Vram^ICU ca > O CL 0 0- L U O W ICU W ^< O L ICU W Q W z J z Q J a SHEET NO. PA 13 r l a t' 9 IRR+yirwh AM MILKAWM r Mraan-DA.DXCOUNW PRODUCTCONTROL SECTION 11805 51MI M Street >t000 208 DEPARnUNTOIF REGULAYORYAN--DECO-NObUC RESOLBGESMM) Mum FlwA 33175474 Bo.4RDAND CODE ADIIRMTRATIONDti'IS7 N T (78d) 315-2i40 F CM) 315-2.5ft NOTICE OF ACCEPTANCE (NOA) trvtra.tantiisdexw�.r.noss PGT Industries, Inc. 1070 Technology- Drive, North Venice. FL 34275 Scon: This NOA is being issued under the applicable rules and regula bens governing the use of coratrvctionmaterials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used m Nfiami Dade Cv=y and other areas where sllmed by the Au lenity Hav lug Jusisi action (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In 1 &ami Dade County) and/or the A-U (in areas ol}her than Miami Dade County) res erve the tight to have this product or material tested for quality aswranceputposes. If this product or material fails to perform in the accepted manner. the rnarnrfe cturer will incur the expense of such testing and the AHJ may immealiatetyrev ore. mo dif�y, o r suspend the use of such product or material within their jurisdiction. RER resettles the right to revoke this acceptance, if it is determined byMiami-Dade ConntyPro•duct Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code. including the High Velocity Hurricane Zow- DESCRUMON: Series-5570/2 770" Vinci Stidkg Gla ss Door (Reinforced) whro 900 & 13.0 corners-i -MJ. APPROVAL DOCLTAWNT: Drawing No. MD-5570.0 Rev B. titled "Vmyl Sliding Glass Door NOA a3ep". shees, 1 thrcus* 21 of 21, prepared by man ufacturrr dated 1 OM II 5 and last revised on 02^01/21, signed and sealed by A. Lynn Miller. P.E.. bearing the Miami -Dade CountyProduct Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE LWI ACT RATING: Large and Small Afmsiie Impact Resistant Limitations: 1. See table 1 (sheet 2) and table 2 (sheets for applicable SGD unit sizes, design press ms. reinforcements ty pes. glass types, sill riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requirements in 11 thru 16. 2. Rigid White PVC. Tan (Non -white) Rigid PVC and Broom coated (Panned or laminated) white Ripd PVC to be labeled per refiereuced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement_ as applicable. 4. Pocket walls under separate approval, to be revieucd by Building official LABELING: Each unit shalt bear a permanent label with the cmr&s name or logo. city. state and series and following start tent: 'Mami-Dade County Product Convol . pppoved", noted herein. RENEWAL of this NOA shall be considered after a mnewal application has been filed and there has beenno change in the applicable building code negatively affecting. the perfornnaace ofthis product_ TER11W ATION of this NOA will occur after the expiration date or if thete has been a revision or change in the materials, use. andlor mamdacture ofthe product or process. Misuse of this NOA as an endorsement of any product, for sales. advertising or any odm-purposes shall automatic ally kmnivate this NOA. Failure to complywidh any section of this NOA shall be cause for termination and removal ofNOA. ADITRTLSEAU-NT: The NOA nu=bet• preceded by the words Miami -Dade County Florida, and followed by the expiration date way be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. LNSPECTION: A copy of this entireNOA shall beptovided to the user by the manufacturer or its distributors and shall be available for inspection at thelob site at the regnast of the Building Official. This NOA revises & renews NOA #20-0429.05 and consists of this page 1 and evidence pages E- 1. E-2, E-3, E- -4. E-5 & E-6 as well as approval document metldoned abovxe- The submitted documentation was reviewed by Ishaq L Clhauda, PE. NOA April 14, 9.03 2G26 ~ CtJO Y Expiration Datec April 14, 2t}2b Approval Dat*.%lareh29,2021 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: ET71DE--NCE SLB111TTED 2. Evidence Submpted under previous .submittal A. DR:AINTiGS 1. Drawing No. MD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA (LW', sheets 1 through 21 of 21. prepared by manufacturer. dated 10.105115 and last revised on 04;2.2/20, signed and scaled by A_ Lynn Miller. P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FBC_ TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along vw-ithmarked.-up drawings and installation diagram of all PGT Industries, Inc. representative tins listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fcoesttation Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal). dated 09/03/14 FTL-20-2107.1, PGT SGD780 Ahimimun Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 AhmL Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW`7620A Ahmimum. Fixed Window (unit 10 in proposal) dated 07113120. all signed and sealed by Idalmis Ortega. P-E. C. CALCULATIONS 1. Anchor verification cakulations and structural analysis. compl-g with FBC 70' Edition (2020). dated 04/22/20, prepared by manufacturer, sighed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTIM E 1300-04, -09. -12 and -16. D. QU? ALTII ASSURANCE Miami -Dade Department of Regulatory and Economic Resources (RER). E. 3LATERL4L CERTIFICATIONS 1 _ Notice of Acceptance No.19-0305.02 issued to Kuraray _America, Inc. for their "Trosifotg; Ultraclear, Clear, and Color PCB Glass Interlayers"', expiring on 07/08r24. 2. Notice of Acceptance No.17-080&02 issued to Kararay America, Inc. for their "Sent2TGlast (Clear and 11bte) Glass Inteiiayers", expiring on 07/04123. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors"_ expiring on 091302.4. a. Notice of Acceptance No.18-1104.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and tigltter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for N%?ndog s and Doors", expiring on 11,29/21. , a Ishaq L Ctanda, P.E.. Product Control Unit Supervisor NOA No. 21-0209.03 Expiration Date- April14,2026 ?Approval Date: March 25, 2021 E -4 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous YOA A. DRAnTTGS 1. Manufacturers die drawings and sections. (Submitted tinder:lOA?1o. 11-0107 04) 2. Drawing No. MD-5570.0, titled `Vniyl Sliding Glass Door NOA (LM)", sheets i through 21 of 21, prepared by manufactuuer, dated l OfU51,15, with revision A dated 005/17, signed and sealed by A. Lynn Miller, F.E. B. TESTS 1 _ Test report on 1) Uniform Static Air Presswe Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Presses a Loading per FBC,_ TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No_ FTL 9717, dated 1 207/15, signed and sealed by Idalmis Ortega... P_ E. (Test report revised on 02/15/16 and 02,24i 16) 2. Test repots on 1) Air Infiltration Test, per FBC. TAS 2(Y2 94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94- 4) Large fissile Impact. Test per FBC. TAS 201-94 5) Cyclic Wind Presm a Loading per FBC, TAS 203-94 6) Famed Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagrams ofvmyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11106115, signed and sealed by Idalmis Ortega, P. E. (rest report revised on 01 /04116 and 02111727016) 3, Teat report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test. per FBC, TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with manned -up drawings and insinuation diagram of vinyl sliding glass door, prepared by Fetestration Testing Lab, Inc., Test Report No-FTL 9547. dated 12/04115- signed and sealed by Id2hnis Ortega, P. E. (Test report revised on 02115/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 4) L.atge Kwile ItltW Test per FBC, LAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -tip drawings and installation diagram. of vinyl sliding glass door, prepared by fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 11'04/ 15, signed and sealed by Idaltms Ortega, P. E. (Test report revised on 01,04i16 and 02.111r''16). y f/ 1 4a`�'+'07 L�lFn hkaq L Ckaado, P.E. Product Control twit Supervisor NOA No. 2i-0205.03 Expiration Date: April 24, 2026 Approral Date: &Larch 25, 2021 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: ETB7ENCE SUBMITTED E. KXTERLAL CERTUICATIONS (continue) 5. Quanex Part Super Spacer Standard conlaplving with ASTM C518 Thermal Conductil itty 0.981 BTU -ins hr.-W-'cF. ASTM F 1249 WVTR Pass. ASTM D3985 Oxygen ass; ASIM E 2190 I.G. Durability No Fog -Pass. (.Submitted under pretions ,N'0.4 A"o.154409 05) 6. Quanex Part Durase complying with ASTM C518 Tllemlal Conductivity 2.22 BTU -in,` hr.-W_OFOF ASTM F 1249 R'VTR Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2199 I.G. Durability No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. (Subm i ted under A'0A .Va.1 5-0460.05). 7. Vision Extrusions. Ltd_ Parts compbring with PVC-AAMA 303-13, Vokudary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Prof es for Vision Extrusions, Ltd. N EX-1 by AAMA Fenestration Exterior Profile Certification Program (Subwhied tender X0.4 JVo. l S- 0409.0) 8_ Vision Extrusions, Ltd_ Parts complying, with PVC AAM.4 303-13. (Subm fitted under N0.4 Xo. IS-0109 OS) 9_ PVC-AAMA 303-13. Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd_-VEX-1 by AAMA Fenestration Exterior Profile Certification Program_ 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Sohition, USA Inc. for their Tan 3040 & light shade (non -white) Al to Rigid PVC Exterior Ex"sions for Windows and Doors"', expiring on 02104 2l . 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA. Inc, for their series " 111te Rigid PVC Exterior Extrusions for Windows and Doors'', expiring on 02,28,23. 12. Notice of Acceptance No. 24-0203.03 issued to Energi Fenestration Solution, USA, Inc_ for their "Bronze fir light shade cap coated Alike Rigid PVC" Exterior Extrusions for Windows and Doors-. er►Tiring on 04,16125. F. STATEME..NTS 1. Statement letter of conformance to FBC 76 Edition (2020). dated 04 22,20. issued by manufacturer. signed and sealed by Anthony Lynn Miller, P-E. 2. Statement letter of no financial interest and of independent, issued by manufacturer. dated 04118 20, signed and sealed by Anthony Lynn &filler, P-E. 3. Priwate Labeling Agret:ment document beiaeen PGT. dated 03,30.115 and signed by all involved parties. G. OTHERS 1_ This NOA revises NOA# 174420.06 (PVT w /CGI) and updates to FBC2020 (7& Edition) expiring 0412.I, I 2. RER Test proposals #19-1155 dated 01/10,?0 approved by Ishagl. Clianda, PE. expiring 0411+ 21 _ 1 E -5 Ishaq L Chanda, P.E. Product Control gait Supervisor NOA No. 21-020S.03 Expiration Date- April14,2016 Approval Date: lwlarch U, 2021 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressm Test, per FBC, TAS 202-94 3) Water-Resistanoe Test, per FBC, TAS 20294. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Premm Loading per FBC, TAS 203-94 6) Foxed Entry Test. per FBC. TAS 202-94 along with ]marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL W49, dated 11,06,q 5, signed and sealed by Idalmis Ortega, P. E_ (Test report revised on 12V4i15 and 024 V16) 6. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test- per FBC. TAS 202-94 3) Water Resistance Test. per FBC, TAS 20294. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 Mon with marked -up drawings and m4allation d tagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12,%'l 5, signed and sealed by Idalnns Ortega, P. E. (Test report revised on 0211512016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Prime Loading per FBC. TAS 203-94 along with need -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11119/10, signed and sealed by Jorge A- Canso, P_ E. (Submitted under NO--4 N& 11- 0107 04) 8 Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic %,'md Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along with rLawked-tip drawings and installation diagram of %inyl sliding glass door: prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 thru A-5), dated IVD6110, signed and sealed by Jorge A_ Canso. P. E. (Submitted underN0.4 A'o.11- 0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT. dated 121109;1Sand last revised on 02115,16, died and sealed by AnihonyL Miller, P.E. (Suborifted underlYO.4 Xo,15-1.019.01)E 2. Glazing complies with AST141E-1300-09_ f Isbaq L Chaads, P.E. Product Control Unit Supervisor N`0 A No. 21-0205.03 Expiration Date: April 14, 2026 Approval Date: March 25, 2021 PGT Industries, Inc. NOTICE OF ACCEPT.AN(1: EVIDEI CE SUBMITTED 3. New Evidence Submitted A. DR A►MI NGS 1. Drawing No.10-5570.0 Re`- B. titled `Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 2. L prepared by manufacturer, dated 10,1054 5 and last nw'ised on 02/01,2 L signed and sealed by A. Lynn Miller, F.E. Note: This revision consists replacement of same existing installation screw with flat head. B. TESTS 1. None. C. CALCULATIONS 1_ None D. QT_T_ALrYY ASSEMMNC-E 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. 3-ITERLAL CERTIFICATIONS 1_ Notice of Acceptance No.19-0305.02 issued to Kurm America, Inc. for their "Trosifolt ""clear, Clear, and Color PVB Glass Intertayers7, expiring on 07r08,24_ 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their "Sentn Glasf (Clear and XlUe) Glass Interiavers", expiring on 07,1041'?3- 3_ Notice. of Acceptance No.18-1106.10 issued to Visi x Extrusions Limited for their ` Broom Coated (Painted or Laminated) Ulite Rigid PVC Exterior E.inirions for Windows and Doors", expiring on 09.130/24. 4- Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (t on- Vhite) Rid Cellular PVC Exterior Extrusions for Windows and Doors expiring on 12,2921. F. ST AM",%EN TS 1. Statement letter of conformance to FBC 7'h Edition (2020). dated 02VI.,,21. issued by manufacturer. signed and sealed by Anthony I = Miller: RE. 2_ Private Labeling Agr it dated 0108,'? 1 between PGT Industries, Inc. and CGI Windows and Doors Inc.. signed by Dean M. Rustic, P.E., V.P. Engineering, on behalf of both companies. G. OTHERS 1. This NOA revises & renews NOA# 20-0429.05 (PLA w+CGI), expiring 04/14,26. 2. The current associated PL.A CGI file #21-0205,01, expiring 04/14, 26. E -6 Ishaq L Chands, P.E. Product Control emit Supervisor NOA Pro. 21-0105.03 Expiration Data* April 14,1026 Approval Da to: blarch 19, 2021 PGT Indwtriei, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALMASS[?R.ANCE 1. Miami Dade Department of Regulatoy and Economic Resources (RER)- E. 3i.ATERLAL C'ERTMCATIONS 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion LiKr ited for their -111tite Rigid PVC Exterior Extrusions for N%-bdows and Doors', dated 084 311 S. expiring on 0913a119. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (lion-N% ldte) Rigid PVC Exterior Estrttsions for Windows and Doors". dated 12VSII6. expiring on 12.29,21_ 3_ Notice of Acceptance No. IW-0 28.15 issued to Vision Extrusion Limited for then "Brown Coated (Painted or Laminated) N%Itke Rigid PVC Exterior Extrusions for RZndows and Dooms". dated 09/13/15. expiring on 09r30/19. 4. Notice of Acceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (.pion R'hite) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115/167 expiring on 0- 041'21. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid P %'C Exterior Extrusions for Windows and Doors" dated 09/15116, expiring on 04i16/20. 6. Notice of Acceptance No-16-0712.03 issued to ENERGI Fenestration Solutions. USA, Inc" for their "Alike Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10il7. expiring on 01128/18- 7. Test reports No(s). 10-002-792(A), 10-06-M4527. 535753-09. per ASTN E-84, ASTNID 1929 and ASTMD-635. issued by EXOVA to Vision Extrusion for cellulosic composite material_ (Substifted under ,VOAX& 11-0107.04) 8- Notice of Acceptance No.14-0916.11 issued to Kuraray America.. Inc. for their ' :SentryGiasdt (Clear and 11UP) Interlayer". expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuzramy America, Inc. for their '`Trosifollt• Ultraciear. Clear and Color P3B Interlayers-'. expiring on 071fi8/19. F. STATEXI ENTS 1. Statement letter of conformance with FBC--;* Edition (2014) and FBC-60Edition (2017), issued by manufacturer, dated 0&14ilT signed & sealed by Lynn Miller, P.E_ 2. Statement letter of no financial interest, dated 04r1 & 17. issued by manufacturer. signed & sealed by Lynn Miller P.E. 3- Letter of lab compliance. part of the above test reports. 4. RER Test Proposal No.17-0387. dated 05.Q5117, signed by Ishaq Chanda- P.E. G. OTHER 1_ Notice of Acceptance No.15-1210.01- issued to PGT Industries, for their Series `j557012770" Vinyl Sliding Glass Door (Reinforced) - L.Ml. , expiring, on 04,114 "21. E -3 Ishaq I. CU&da, P.E. Product Control trait Supervisor NOAL No. 21 -! 0.9.fl 3 Expiration Date. April 14, 2026 Approval Date: ?March 25, 2021 L N _ CU O� 8C - O .0 2 C .� co U -0 N C- to N C O O CU LL O . cn -C3 E O p Q CU .0 C . _ U) 8.F- < W J W Ca O Q SHEET NO. PA 1.4 March 6, 2023 MIAM!•DIADE MIAMI-DADE COUNTY bwb&� 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 (NOA) www.miamidode.gov/economv Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. &A=MHMX"=ffC=0U0NMN #/(/ �NOANo.20-0630.15 P Ex iration Date: 09/11/2023 08 j2a17�2o Approval Date: 08/20/2020 Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 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. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & I2" 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 and sealed by Craig Parrino, PX , on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. e my A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details'; sheet I of 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details'; sheet I of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared b CraigParrino, P. E., dated March 24, 2003 and Drawing No. p p y g 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables `: sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06112114, all Craig Parrino, P.E., dated March 24. 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P. E, dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on B. TESTS March 22, 2012. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and B. TESTS 1. None. Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared 1. None. C. CALCULATIONS by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, AF.. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast-Crele Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. D. MATERIAL CERTIFICATION: 1. None. F. OTHER L Quality System Manual for 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 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 17-0821.18 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet 1 of 1, A. DRAWINGS prepared by Craig Parrino, A.E., dated March 24, 2003 and Drawing No. LT4612, titled 1 None B. TESTS "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS B. TESTS 1. 1. None. C. CALCULATIONS D. QUALITY ASSURANCE C. CALCULATIONS 1None . . 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS F. OTHER E. MATERIAL, CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. ehny A. Maker, P.E., M.S. elmy A. Maker, P.E., M.S. elmy A. Maker, P.E., M.S. Pro uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 PP A Approval Date: 08/20/2020 PP Approval Date: 08/20/2020 E - 1 E - 2 E - 3 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 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. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. L,1� � yr� Heltny A Maker, P.E, M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 Cn N L O L N Q 0 O CU CU O cu to O 2 O O (V C6 CU U_ p � ._ '0 � E � Q I--0.=C/) Q z z W J ;r March 6, 2023 SHE PA 1 �5 pg(2puclzvALU&ILQNE+FPnk�p- EtAan-n£ 2 PRODUCTF'Y�F;TATIONRi_>K1R'1'NO SD.—.1 3 /f �.., ECQ ING_ TILIIT TESTING i ENGINEERING COMPANY 22-=REPORTS: B. MATERIAL CHARACTE@11TICS AND SPECIFICA'i"IONB: _____--.__ . -- ._ ___ WAT TRR A.'nLtJT, Ili„ F.E. f,.m wCya "'47 Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida BuildingCode. Uniform static loads 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 rLLA 1.I..w,N,, amp?19 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-669 dated 08/0911996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (P,E,D.)A drawing No. 20-176. PRODUCT EVALUATION REPO #96-T30 dated 09/2011096, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testlrg Laboratory, inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS FIND CONDITIONS OF USE: REPORT NO.: 20-072e,01 0219.01.09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shell be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. DCM-197 by OC Metallurgical, Inc„ dated March 1.3, 2009. on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 18. indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A: Tillit, Jr., P.E. PRODUCT SUB -CATEGORY: Stone Panels 2r,S STRUCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load. as well as maximum anchor spacing vs. design wind load and panel defined on section 1e20.2 of the Florida Building Code. MANUFACTURER: GwaLPrc6wuon Prodtcta► I r length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tliteco, Inc_, 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures 4800 S.W. 61 Street dated 11/03108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, Flodda33314 PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Wafer A. THIN, Jr., P.E. (System 3. MISSILE IMPACT RNISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per Product Evaluation Report prepared by Walter A. Tilld, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 190e) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61020.3, Method 1 D of the Florida Department of Business and Professional Regulation. �r_lA(IND LOADSSISTANCE: AA+TNI,NIHIHI/H+ ��a EA A: T�<,4p/''� .v 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind: �(st`gL LENS '.� F / This product is bet issued an Evaluation Report as described herein rid a P n9 P a h s been verified for compliance in accordance with the 2020 Seventh Edition the pressures. Maximum panel length shall base Indicated on sheets 8, 10, 14. 15, 16,19, 25 and 28 of 28 of Product Evaluation Document (P.E.D.), drawing No. - . ., - �4* 167 R of Florida Building Code, and to verl that the product is for the u ose Intended 9 verify purpose 20.1T6. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 26 and 26 of 26, of Product Evaluation Document (P.E. > #�,_.-_,,.r-� * 7 '1*?,a _ ', _ STATE OF . a at least equivalent io that required bythe Code. drawing No. 20.176, � �___ 9'. r dJr •. �tOR01` : `,t ��,'+•cip. ,II This Product Evaluation Report shall be subject to review and revision in case of p ��EQ /��/�� I I� +7FINFFHIIIIIN+L" a Building Code change that may affect Its Ilmltaifons and conditions lF.-ACIIIC.TALArA.I,llxlJ.�. Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED TL7 PRODUCTEVALUATION DOICUMENI.(PP EM.t: sheets 3 thru 7, 10 thru 20, 23, 24 and 2S of 26, 0f Product Evaluation Document (P.E.D.), drawing No. 20.176, Minimum separation to glass shall be as D'A1 TIILLTECO AOMON RECORDS +P. E. REPORT-20 ) $LORAL. PROTECTION PRODUCTS, LLC I20 AAOE GALVANIZED STEEL STORM PANEL%ORM 4 MITOIREPORT rm-072am Drawing No. 20-176, titled M20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 26 and 26 of 28, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20.176. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part Iq� MIS IIIIIIIIIH14" Evaluation Report. �. "I R A. tQ ,Ty as+`++`�` A A 7J(<%r�a, - 4 --\, Ei s�,;,,,i a4"K.-. ti�GENS ''' I No. � -�*t67 ,*� 7r *4is7 , .. �i1' ' 4r �(OAIOP,.•�tr_ �'/-'RE1. f ,4,: r _ W, STATE OF FJOR �04 . �p97is/��?j��y��/ g e �i`� +""+A, S/ONAL' � # b�,�p1jC�7E4\ 6355 N.W. 36th Street Suite 303, Miami, Florida 331rjfi - t1huE(e: (305) 871-]530 1 +rr/NI/IINN111+1++ r'•NiiINNIN•" I 11 11 I GENERAL NOTES; 83) M CASE THAT PRECAST STONE, Or PRECAST COWRCrE PANELS, STUCCO OR WOOD SOARIA BE MAINO ON INL (1LO-M OAY Ml)DF@R f18"a ma W�IDA'+ EXISTING WALL, ANCHORS SNµl BE LONG MUCH TO RETCH 14 MAIN StRUCTURE DEMAND SUCH PANELS. I STOMA PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.D) HAS BEEN VERI ET FOR COMPLANCI N ANCHORAGE STALL ER AS MENTIONED IN 9.1) AND IN 8.2), ACCORDANCE WITH THE 7020 (ITN E'DNDN) Or MC noAiDA oURONO CODE CC) TO-tWaSX. t ,INy(,...9@CiOr)G„-il'a6gTEE. 4_1. ..-y�}',+f-MH6x- DESIGN WINO LOAD" SAW/RE DETERMINED AS PER SECTION 1620OF' THE ABAAT MENTIONED COKE, - 1/4'4 TAPCON ANCNORS. AS MANUFACTOF40 BY I.7 W. BUILD", INC FOR A WArt SPEED AS REDURIED BY THE JURISDICTION WHERE THESE SNMITERS *III BE INSTALLED AND - r14-10 PANELMAT FEMALE. D AND PANEi.AATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS rM A DINEr.TIONµ11V FACTOR Ad-0.85. USING ASCE 7-16 AND SNAIL NOT EXCEED IHF MAMMNA (AS D) . 1/4"0 LAG SCREWS PER N.D.S. 7 I 'r r 6 S 9" DISTRIBUTED L OESKCN PRESSURE /HIM TFD ON 'T' 7 t/aEU 1 I♦ 16 I / WOOD EIl15FNFIG. AS 0,5T IBII EO DY AL. POU,1, SL7R'W BOLT i.O G5 R4o1CA SHEETS 2 1}. 9 ! 1O / A .PET-LALry ,a FO$NALlBCINSPEDOCED 10 ALSO DE34N UNIT LODSBY MULTIPLYING tHFN 9Y 06 IN ORDER TD r,r MINIMUM MREOPEE7RAIOH FO WOOD OF TAPCON ANCHORS SHALL DE,I/TANC 7 R EICO PAVEIWTE YUS N OALDR VERIFY N. LATIN• E 005AWWNO LOADS O[7EPMNED PER AWE 7- . , COMPARTHESE W/ MAX AND PAN11"t FEMALE 10. (A SO) OESKP4 PRSSUM RATINGS INDICATED ON SHEETS 7 TlNIV 17, 1+, 15, 16, 19 A 70 'iO VERIFY THAT AM;� ON THIS RED AS TESTED WE7RE NOT LNER S7RE'SSLLCl) MINIMUM UM THREADED PENETRATION Or LAG SINEW. MID THE WOFRAME Latin SNAIL Of ' 1/2' No THREADED OfESS . A 35% NKRFASE N µLOWABLE PENETRATION INTO STUCCO SHAt,. BC CONVOERL'D AS PART OF TER, PEOLRED THREADED VDICiRATION GK55 SFOR WIND LOADS WAS da USED N THEIR ATM MS. rASTCNLRS SPACING TO WOOD HAS BEEN DETERMINED N ACCIMOANCF. W1M N-D S. 2010. C3) MINIMUM EDGE DISTANCE Of LAG SCREWS, MTU WOOD SHALL, BE AS IMICATED IN THIS OR4OK STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RMISTANCE INS BEEN VrWIF1EG IN ACCORDANCE WRH SfCTKN 1626 OF THE ABOVE MENTIONED CODE AS PER N1AatiCANE ENGINEERING A TCSTINO INC REPORTS 96-589, go -sic • 96-T30 ANO G 4) MINIMUM PE'NETrMTMR4 OF W000 8JSWNG SHALL BE 5/8'. 1/4' A-20 SCREWS USED SHALL BE 1 112' WHO WHIMUM FLNE'STIM110N TESTING TAB INC., REFORM /2D32 A /2124 . AS PROTUCOtS ENS 201, IAS-102 AND TAS-103 SHOULD STUCCO EXIST. AND 1• MINIMUM FOR WALLS WITH NO $IUCCQ. AS WELL AS EST OF SOUTH FI O14M , 1 _ T , f AMER,CAN 1 UMi 1T kEPOR, 41 A 0 09 AS PEW TAS ID AS 107 AND :! N CASE TIM1 PRECAST [ '1 R� PANELS, TAS 2G3 STANDARDS. ) R IMI E ONE. (A OUGH LET C EAC l7EAINSTUCCO OR WOOD BOARDS BE FDLND ON THE EY151RN: WALL. AING110RS rD REACH THE LMMN STRIICIURE 6l3dND SUCH PANELS 2 µl ALUMtNUN EMIRUSIONS 'O BE B06]-i6 µl OY AND TEMPER. (LMlr 53 OIHE11wISE NOT[A) SF..r SNCR 2 AI•G4DRACC SIW1 BC AS MENTIONED IN C I) C.3} A C 4) L K S ENT: NEDLIN 3 ALL ALUMINUM THT ETµ JSEDAT CIl15URLY SHALL HAVE 3105-N1/ ALLOY. (U) ANCHORS 5Hµ1 8E INSTALLED FOLLOWING ALL OF IW INECOM4/'NWTIMI$ NANO $FN:CRMA1WN45 O THE ANCHOR ANVUFAC"R1REN A ALL STEEL SKLI MCIµ PANELS SHALL FAA STRUCTURAL QUALITY StUL ASTN A-6W CRAM 50 WN.MUM. G-60 tl. PANELS MAY µ50 BE NSTµ,LED NORJONTµLY rOLLOW'ING 445PALLATDFI pCTNiS S,4QRM ON SECTOR $ TNROI:GN 10 (SHEETS A v V GµVIM2[0 STEEL DL'ST0.4ADDN W/fY- 58.5 b. (AFTER FnMLCD). THROUGH 6) EXCEPT '"NAt NE♦DCA5 Cf1 A lS) L NO Of USED 5 AI SCREWS T • R t T .1 ..R O a< STNNLfCS YTfJCI 30 0 3 6 AM SLRRS OR CORROSION AAIT CM N STEEL RCBIS COATED CA4tB0 CCC AS PER P IT SHALL N C BE THE RESMHFABA:h t0F THE CONTRACTOR 10 VERIFY f SO D i 51 7 a - S HE SOUNDNESS F HF RUN" T1R AKRI SNlR7tR L in DI b D FNG ANO 90 •11 iE S1LE STRENGTH N SHALL CODA L W R1 UI BE N 3D418 W 90 i YIELD ATR TH N COMPLY FA / D 6 /INN4 CODE .O SECTION 241 t ).3,a ATTACHED TO MSUR PROPER ANCHORAGE 74R SHUTTER SHALL ONLI IfL3/E Af1AU 1D TX}NCRET[WOOD , DLOCK OR WOFRAME B1.HAUINr,S 6 SOLIS TO BE ASIM A-307 GALVANIZED SYCLL. OR NSI 304 %FOO.S SINNI.ISS SIM, WITH 30 l.P NNIMLM rr,D STRENG1N t0. EACH REGULAR STORM PANfl WIM LENGTHS OVER 6 6 THROUGH 12'-4', AS PER SECTIONS 6. 6, 9 A ,0 AND KTERNATW_% BW, I ANCHORS TO WALL SHALL BL AS FOLLOWS 9" AI IUW ON SHEETS !, 6 • 12 RESPECTIVELY: SHNl HAVE A LEGDLE AND REApILY VISIBLE MARKING 91STRUCTTNG OWNER OR TMANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PITR OUS OF HURRICANE WAANNC (A) r0_1A$1Vfi_ "!2Q=SDf{CMr 11 THE. INSTALLATION G.WMACTON IS TO SEAL/CAULK ,4L SHUTTER C'OMF'ONENf EDGES W41CH REMAIN IN CONTINUOUS CKIVTAC, MYO - 1/4•r TAPCON ANCHORS Are MANUFACTURED BY I TFI IRAIO.X. IN( (MT, 1'e.3192 PI,) THE BUILDING TO PREVENT WND/RAN NTRUSIDN - I/a' • . 7/a" 4NA%-IN M4GNt1R5. AS NNNUA'K?URED 9T DEWALT INC. (MIN. C -30W DA I.j - IIt.-P r 7/4' SCI10-SET ANUIOIS. A; OISTRTOUTEO BY ALL NANI SCREW, BOLT A SPECALTY CO 12 SIORM PANEL INSTALLATION SHA41 COMPLY WITH SPECS N—TED N MIS DRAWING PLUS ♦NY BUILDING AND 2ONANG IRECULATI4NS (Min. I'c.3000 PA."), PROYDEO BY THE JURISDICTION WHERE PERMIT 1% APPUFo TD - IIA-10 PANELMAIF ILMAf, 0 A PANFIAMTE FILM ANCHORS, AS MANUFACTURED BY n.CO CONSTRIx;IIUN PRODUCT4 it (AI THIS PRODUCT EVALUATIONO: DUVERT (P ED) PREPARED BY THIS LRONEER IS GENERIC AM DOES .NOT PROVIDE INEORMAIIDN (wD,Wi.) Or-3350 FOR A SITE SPFCOIC PRD)ECt 1• WFIM THE SITE CONDITIONS DEVIATE. FROM THE PLO - 1!4.r rr TAP -GRIP ANCHORS. A, MANUrA41ARI0 9Y TRU-FAST CORPORATION (•..3600 P F.I.) Al) MINIMUM EMOEGMENI OF IAKON ANCHORS WN) POURED CONCRETE 5NALL Ui: 1 3/4'. 1' FOR PANE'I MALE {EMAL (P) CONTRACTOR TO BE 4iL5PONSeIE FIRM THE SELECIRIN, PURCHASE AND INST'AL.IATPON INCLUVING LIFE SA M OF TADS PRODUCT BASE OH THIS PF,D PROvrOED HE,r5HF DOES NOT OEVNTE FROM T4 CONDITION! DETAIto) ON THIS D(CVMENT IO AND VANFYµ.T PLUS NVD 1 1/4' FOR [F TAP -GRIP ANCANCHORSD GWSTRUCT)ON SAFETI' AT SIT IS TM Co411'RACTQN$ RESPONSIBU.IT' A2) CALK -IN A SOLO -SET ANCHORS SHALL HE EMINIOFJEU 7/8- INTO THE POURED (YUWREIE III) UAKUNENt INTO Of THIS PRODUCT EVALUADON OCCUMMI WRL BE GONSIDEPED INVALID if MODIFIED STUCCO SAL BE PERMITTED 1/4' •-,2D SCREWS USED $HALL 8E 1 1/2' LONE MINIMUM SHOULD STUCCO EXTILT. X S EO ENGINEER OR MCFiRCCT WHICH WILL BECOME THE n IF AID H MNKIUM FOR WALS YP , NO $TIAY:U A74TI MAY WF NFAOEU SY.TIEW5 OR AL: O ! W H d SIM SPECIFIC PM,VE I% SHALL BE PR A F I Y P 1•KQAIiE CREVYS /0 U0. ( 1 C EPAR[U 6Y LWHO 8uT WREN WING NUt5, ROOD (E.OJiE ME PR AND WHO WILL BE 48LE F(X4 ILL PROPER E PROPER USE OF THE GIN RCORO. AGING A To RECORD, DELEGATED F. O nl#; FETAS C GRATED p.37 CC PA L svi gin YmvSE Too RR r CASE. tHA' PRECAST STONE., PAVER^, STUCCO MITT WOOD pOMtpS ICT iN1. P•F.O� ENGINEER, 5,WL SIWMn Tb TNfi LAr1FR (Nf SUE. 9PECWIC URAWN05 FOR REVIEW E CWS $FI Ot I.O EXISTING MALL OR FLOOR_ F1NL;A1AS SHALL. D LONE ENOUGH TO REACH THE MAIN STRUC'TUkE BEHIND SUCH ENOUGH HI DIOUNDSUCH PANELS ANCHORAGE S/WG BE 44 MENTIONED N A, I) AND M A2). (a) NTI FCD 51nv4l MT AND ONO,Nµ NAT'tNE SEAL AND 51GOf THE PROFESSIONALE N61N[FR orfe RECORIt TFNv PREPARED IT FU ld) _S_1!/NIS• ft - < ,A`5N_L_39 FRUITSNUFAL,URYD BT I r R BUILDEY, INCe<SHUTTER MANUTAC7WRU'S UBF:I SHALL E LOCATED UN A flEApNv NSQLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION IIDI?t3 IV FLORIDA BUICONO CODE. ONE LµH:I - 1/4' 4 . 719' CALK-N ANO40R4, A9 MANUFACTURED AV DCMALT ING. (MN C4 1500 P.A.) SHALL RE PLACED FOR EVERY OPENING, LABELING TO COMPLY WUtt SErYKA, I?O99.2 Or TNF _ 1/4'4 X 3/4' SOLO -SET ANCHORS. AS DNSTRtUU1'@ BY ALL POINT SCREW, DOLL • SPECAALrT CD. FLORIDA WAGING COOS (MIN I'C I#W R41,1 14S DRAWING SHALL ONLY BE 10 - /14-14 PANELMAT FEYAIM ID AM FAMELMATE PLUS ANCHORS, AS MAWFACTURO BY L'.LCO CONSIRUC-VON PRODUCT": (MN 1'.-7671 p F.;) N+N11U11114 OBTAIN PERMNS N THE STATE OF Fl.OMOA rM-GRIP A. T,fz - I/A- r OF AN/CHM. AS 11INAUFµ7URF'O 8T rRV-FAST CORPORATION A\�t1:R 1 Q"-'' • '"'• l FLORIDA BUILDING CODE IM h Veloci HIM, cDHa Zonr; D I) MINIMUM CMBEDNFNt fM TAPCON ANCHORS, RCO PANEL.YAT[S AND C( TAP -GAM ARCHON. Nip THE VC • BLOCK UNIT SHALL 9E 1 1/4' ;' 47PTo TLTECT. WC IX : "' 20 GAGE GALVANIZED STEEL STORM PANEL NO. 167 � w 8.7) CAL.K-IN A SOLID -SET ANCHORS SHAD- BE EMBEDDED 7/6' INTO THE CONCRETE SLDCF UNIT NO ._�._____-. INTO STUCCO SHWL BE PSRMMID 1./4' 0- 20 SCREWS USED SHALL RE I 1/2' LONG MNNUM SOU CO --^ '-' '- ` 4T/II, �I 17 '- GLOBAL PROTECTION PRODUCTS, LLC EYlsr, AND ," NNM W FGR wAl s YATH NO $ vcT:D OAII^ �1'•• STAT OF _ .. _.1. ILA ECO Iwe .RAN 1.0,snRX1 •� p ., A• ,ten OA L. n, 33L,. 3 11•� TOR OP .: ' Rt aFI ♦ Nr aE AwTK4 F. ,NI« . I.), -,.,. - APIA)WI-aril 20-176 'r„yl,-SIr_ ....,L _f {aO^nI»I.- -, Gut Fr,_Im1 Far wl-'-tFTi WTRWL Ne. 6F,'/ ONr, E, S`A' KA"U`I/%ft T.r�'•AI"AA�" Pi _ .. _._-.. S AA AMW I a N Ti ��CO INc_ TILLIT TESTING 6 ENGINEERING COMPANY WAUTERA. TILLIT, IL, P.E. Nlteco@80l.Com PRODUCT EVALUATION REPORT RI. EP I,i,-N. 44L67 FLI:.A,LJ,RAMX 0I M119 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protoetlon ProduT:ta. LLC 48DO S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. TIRIt, Jr., P.E. (System ID # 1908) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described 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 Cade. 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,'L PRODUCT EVALUATION DOCUMENT {P E.D ); Drawing No. 20-175, tided "24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tnteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07/27/2020, This drawing is an into + I Is Evaluation Report. .,�`� P A. r%1I , }"T _1. 6 ram* 1. 4,0� 1. i I& '. blAikUF frYyt I. 63,55 N.W. 36th Street, Suite 305, Miami• Florida 33166 - Phone: (305) 871 i;114 p61W, ,80'�I-1531 C�PQNENTS��1R REGULAR �. LIFE SAFETY STORM PANELS (SCALE 1/2-1") -- 13.190E (TOTAL WIDTH) .- ..-.... ...-. . .. .. .... 15396E (TOTAL WIUTH). . - __ -_. --. " (EFFECTIVE WIDTH) _.. - _. _. 6 1/., 12.60Q ET -_-.. --. 6.250" - -A 3./0• -, I-•.131,0E ,-. I.r- , a,500• .aW' 1. ,i'A A i r-..13'JO'..-- ,. OA MI law TRICK-1.350'- ,"A _" ; •" _ t 't. _ _ _ » _ ; R'p'p _ _ WVYINRCD S7FCL i 4 C 23 J+ -' :7A,i 7 657• �7-Ml NEMMEU -+. 7�'�' `AM+) OII'G-60 BUIOAIv. NEMM@ . . ` G• 2.857E 1 ED9E h EDGE1000 ODD'2 7 ivP 6a 2 i7Yf1 r\. T-aA0 FLIR9W/M 11LTAIL 1.1,_l "7 +• .. r.Im �,��r WLV JfA,+ 'li L_ .-... -.. .. _- . I- .. - ' __-_,_..6.230'.__-_---__..-.--._--.--,.750• Q STORM PANEL Q J;t(D STORY PANEL - '�,,. I iP ,r' 1.250E r [ - 2.16T II, PANrlS END LIP ! .-' } F00' 1E Q 12Y 7bo. _ 1 114 / .126_• W,/ NW MMED LTIGi �,� 1.2..0E ,AGO -� - 3G 3FJNS SO4 SERtS �„. I I Imo' R 0. Ti i' 93 STIAD IaVETFD S.S. 611ND RRrRD 7�''- ' _ / 1 1 tea r__...._e_ :[ , 1 10 AIIIYLLOC ro ANOtt • V MAX { / 11 1/7' O.C, 1 20.08E //C/y. / - .;e 11��7 2. t.l00' 1.500E r .o9r .093• a44' 4 ��. 2s•J9' 9 B00 3'I t r 11r•/ OE7NL 1-�.750" - 2.125E i lOETALL".,.eve,. IHEMNED . O i I N L22' f I.+.7,51. I_ / .s30 1 T 1?5' I �, RRao° 3'5 .-.— I --' - 1 1. I I f lr A S' M. 1,a00• - •-1.50D'--1 ISOMETRIC VIEW DETAIL A y_-2,0•�"'?- E31 I--.-..-2,DDD• -30� ROUNDED CORNER a ENDS OF PANEL'S END UP W(I HEMMED EDGE. t T 7 "h« HEADER @3 'U" HEADIER (4) ANGLE © ANGLE wrrH STUD 4® ANGLE WITH -._ T LADES REVERSE STUD 1 FE DET, F-._... I 1114 6 2/t4 t .374" I I I 7yV Top Lou ."ol PANEL laa'+• �6" .. ,.-.. t -. ..- j 40T1 oar .J7!"! .nm f .`..!x50.619- 1 4 . I .3�' 1 O63' °., 1 343" R.O62' 9/ 19'4 „OLC ria ,. E `j+I" +, 093` LOMIYN 41 - d t. • s-R 1 5' sTW 1 I '.857' � l _ i EYER'r PAIR ERERI,AR f - IRA, I,W- ( 11 _ _, I I'• 7.Dco KEY HOLE WASHER 7 - _ 77 TRACK ANGLE 0036E (MITE - - O04' --`' GALVANIZED STEEL -.344•i `..� NAtIN111HNH 11 1 I -1 .3'1 .ado r' VGENIte ... 375'r a38•r .575'a i ---) 3 �. rr8,-,- Y , _ ; N0.44167 . s _, 2 �ay- = iaiY 6wLNE Woe vwLl Q �p 0"N� © KEY HOLE �E )� / W:TF`j` AT PANEL % � "�.-, ® 2IF Xti 4w K1DMY+TNI USE YANG RN W/Olt WIN. --...._ AL.UWNUM ANGLE MONOLITHIC WA9•N w/ AO omm. % i+�"°AZG'S • 7/11'4A3/m, WANNER (56Wtm 6rm OR NCAFL "To I11111), r ZAL//SIMNATuRE/DATE. .374' ITEB - I-- I ,310- -i e.o' . I 67 Y' _`P_ L 1 I %. Iota' GEN. .. Irf P.) (R SZA" *I- TRACK , 750E - 1 I25' /4'P-30, 304 MR I- ' 6.5 STUD RIVETED TO ANCLF • t2 1/II• OC I.AM. F -I 75D' ..I INSTALWION DETAILS FOR REGULAR ) &("I Eta QUAILS FOR INSTAU A110N IN POURED COt�TE INTO EXISTING POURED CONCRETE OR GONGRETE SAIL ".. � �OWOOD puI-W a PAweLMIt1E rENtL£ a. v.TA-10 a/.. u ' Y� FOR RMARA LIFE SVM AM E Z NAND STORM PANEL SI M INTO EXISTING POURED Q01i NCRETE BLO STRUCTURES TXX4DMIE wAulatl ' PIwEUMrt Pws a a w-6WP CONCRETE ANd'01ffi W�FNa Awif J a ' y (SCE sPEDUIE ON I96 SC14OlA.t ON 9ME[T a W 9) g,([iq ►RIIOLgNTflux ScHrmu ON 9) : I. _ A. CONCRETE ANCHORS _ . 1- 9AIO�s a ,HgOlpl q (tLL SCHEDULE ON -.\ ^� l _ t. �(A�{ GANOIET AK m sHnot 6 tINOUGN f) \ -- _..-.1.0... - C000 iE AROAMS �- ..4: ., _. -_ _ _... I i 1%2 ,-� I- * -'4 (DE ScAm" ON DOTING POURED „ n (Sm SOMPAE ON 'ti ( CONCRETE REWIaEOI ` :4:-/ 1 if4.'.. Mlltl. riA'49--9 t 6NE1T. a THROW a) . � EXffiTRIG P01RND j 1 5H[LI9 9 l)M(AVI f) ,,.,,, , a,4 , 4Y- Y iA PMW 'I t ) �;; ± CONCRETE REOWRD:. .. 1'+11 \ I� 1/'-I -1- Yin..-.. .�' .' 1• MIT.,. ---' / INN ETnPTvq PouRE9 1 ETD. 4 I W�, •,� y( F 1 C WT�� o •r I f ri AE�� I E_ ;i 2' , .• � 4 I E�'* .N • Aw A' 6. !7 1, i�. MrNCREt[ 1 r^,. r r A6w KNA � (� / (E , i mU 1ED. \ 1 QA4 i m ■ I' i"� ^, p,, 14. I 9 3) 11 ) YpF. " . _ -1--_._-I W, _:,•'. S.M.0.�"a •�Oa 1. I / ' w.,I,. .__.----___. D _„ 1 I . ,,gin,, 1 gent, ,(//�•-�'�,\ f 11 ^A 1- (Z T OIanNG FOUR[P I. `� DONORM I ..N �� 1 6 I - -1 �, t $ E ;.tn 1 1 � M✓' S ,..�,�, • YNr LP. „ 1 _ 1 I MIra,L>aJ 1 I 4/ 6 I j 3 D9snNc POUR@ E.O.` E D WQ t i I Ex aTac I I Aries :Jr- rwA�aY e. L" NrF l 1 ,,,':�,A,-_'_,��, 4 ARIA. 1 I J W COMORET REO)NEO.; " I ,} y:V FFF t i , : " _� CONCRETE OR t _ -..� 1 R 1 1 Ej d I I 1 .°w10:.ar ' yr „e• �•F H (-In=. yAAy �J1 1 aim `9 : A I, .. I 1� SKO 0 E 1 ND a 9q I � ��) A REOURM. CONCRETE BLOC. I : (� A � •F,, .�' r� J FAt K-LM FA '/+AA 1BMMITIN I Y I 1 Iy 1 w , ✓ . •aT: wp _ _ 1 cW atir.'IN 1 Y""�f I v z I _ (,� 4a P I +a I �"^� i I I I I CASE A (Puu11 ©�' lN• P.a Mw M: 4II wY-R YPr •.A.,a _ire w TEAM �"" 1 I 41aRPq ' 1 �ra ""Y„ rM+ 9r.nbH I �.A, w.IIEAI..-._,» I t I 1 _ I 1 ' _ .., SOKE 3/IIo.,' I+.Awn N,r r rt ail « I } MAaT - I 9 I roDAD i - \J I aNm I t-;-. 4TtirV`Miil 1 i 5i CASE a [Plan] +i _ ' iy , i. IN O y v I I yV{ J.v . , Y✓ "H' ' SCRIE 3/16-1' I ' �S(N I 1 +1 O _+.I I y M' �I"�.-•j i C 1 I[RIM A Ar i LO B'-1 I ,Ti _ 2 FIE'1 I 8 I I 1 �r _ ORTIN9-+1 Iao mF I I A ,n.I T 1 I Y 1 1 4n,w 11r 1`1 1 I 1 1 I �� I -I i i .r I mN R nil I IXA wn 9 I A M FEaw 6, FNo .. V.- '- , w II I I N - O N I , ;•`.~.v,/ , 1 1 I wHA rt A9 I � j`r°" %ar '._....-._ I .RP,rFY ,p,.ar1. 1• t N PAN, I 1, `#L' 1 111111 l T 3 y l I_ ?C 4;' 1 i I i r. F I Ar 2r6Mite r.ARM.,I I . LT+W 1/77' 1-4vv-_- . t w3J 3y r�y4�». WFM I t G "in Pa• I ,2 t/9' P4 ,O (t�.. I 1�0 NR i 1 I 11 p i '�'A"�"��I�( a i A 1 YMI A-w far _.� 7 �J Fx iE D. E 0. I 7 rM a I ,-• 10 I i AEo En M ITT I 3M1 • - - 1 3 1 9 1F /7 1 r+a NMH - L*1`1 �' 1 r� I •T IRE• o,G [XISTING POURED. I (� . r+ CommE OR t tII r/7' ac 1 ..y.,... 11 1 ` 9. I +,-.._. kt'1w� 1, EMISTIMG P011 1 mq�L allo9� 1. cDN1:R[f[ BLOCK 1+OW zn•• ' ' C BLOCK 1 -_ ill -i BLOCK ;; J - - I ~ T'' I MIA I. - __ -""- Ytr'm nw9 REO,ARED 691p'I[ r i _ -_ REWIRED 1 1/1' I/j•.�. -'-- EAOTW6 -Viftm E O I �-.,y I I r IE T-✓ I: *:�:': [� ..I ) Ca .4 I LOFM:IRTE OP t ti:J.__._ I 4��N.��.�E�939_ , EXISTING POURED �+ or .."_:1• MAI' '-`t' MIP DOOR j� I rxro-rua3 POURED E'D fdN. I s4KF�/1MT/1e-T• i,EC�H9�.JI..,,([P�Lt�1 l CONCRETE y��/1//y4v / RWIWEO �3/4'- n RAA , f'~4 �MR' E...14s- u 1 CONCRETE LRCM - - fOAIE 3/ts-r• NXM4CK1! ANrc1,fM6 O.K.", ANOMRS ---$D ,. cow'" rRIGNaa 4 61 (/^1 J rgLYp,IJttSO9Lw �I�,- y_ - !-! 6Fu a / OS ICO14traTE ANFY,OWe ` t.i 01, /10.J/1" - r N + aEouHRED , 1/2' .� A, r .Wwp WNFr wN WLA.r, w NpPgr ism SCHEDVAPOIAM ULE Oil STUD VMH GH,. a %� C,N ,(SIT SCHUX" R4Er5 O'AP, • (9CE sCWAML ail "h : bNH1. (sEE £rMmULE 4N ., 04wF. SRA a f o2'. ; IF j /. ' .. f 1 { .r ; , 3/4 '- FRR NIUt •� � LL+wW�pep - lY' YeH9, a1 AnMlr ° N19 N FRAPIN, Slam t THROUGH 9) ) S4LE3 a t11AO1pN N 5nCr71 671wGLIN a) PLUS OR a l"NAit coNCREI[ RNCIIORs , 1a'I •°° 1"rW9 .WEN ;tf°IrFCN.E , `_.. ,:.I ro a4WR 4M (SEE PG[OIAES ON (SEE 9CHCo1Af ON C� __,THAN. PA9.. OWMA' RYON,- 1 �6� sNaErs 9 A 9) SHaTs a 1HKOlU01, q :._ -" . .. -. PW SCA4E 3/6-, SCALE 3/e-t- SCALE SA-1' SAME /t-,• WALE 3/8.1' SCAI.E 3/8.1 0IDA" w" .0,. A .,, "I,-- /� ` -11 , 4 OF T I. I.O. EDGE DMS:NICE °� �"GEX� a NEW I* ODE tuaE oR I../a• E.D. t EDGE DISTANCE I /? ar CASE F ( LAN1 A m k _ EASTN4G STUCCO/ PT W00p PUTC SPACER F SEC SHEETS 6SCHEDULE a 9)� `) LL 3/fa-1' -1� 1 {� 66 (SEE SCHEDULE ON f� w/PwPHA1HW 4A,11N I -..`% E SHEL"T5 6 a: 9) - MOOD BAND 1 "� 1 8 , ..� NEW ,' v6oE . vJA'ILs . 1/6• '� I "' t10:1F-r:GLiL01SBlNATIOti..OF._SFi7,IQNS, I I µMN TUBE OR 1• A VARIES I u NOTE rOR CSihIttLIW+nON SLSI6NIS: ) PIT WAND MATE 4PACD1 N jOw y"'rg4p•W i aF1NN11 ,RACW i TOP a BOTTOM MOVNT1N05 CAN sE I I 11I/II-o1 TY - A gMl,yy-RuN0„Opa I I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN) '' NIH1A111N11 TOP A BOTTOM MOUNTINGS JW BC I X 1 1 eaAF I u ISLE 9C14NUU ON NSTALLAT,ON� SCALE 3/16-/' I 12 e0 ER A. • r� N�r(y iNS7AuanGN ""Y WAY m su'Ir A7NY11 `t 7L; F "-- t' L -- DRIr5 9 t0a01U711 n�I I 'ROOK cFHnl- + T / \ � NL� "'.� FLORIDABUILDING CODE 111 h Vtloal kuMeam tom -' EMIVING PwuaEa Mn. aRa4 LNe R 4 EXISTRK. RDURD u �; FLORIDA BUILDING CODE (High WIo6 Hurrlc•m Ca4CII'm-'3/4",-,. C.O .�_. ( ttrICR 1 1I 2' NHT E WGCN LN Twit KETRP ro 6E , ACQUIRED 1 * . s =20 OLIVI At 1P oil oter 9. q / 01 °°M ° T"N 0 TI"u0 "c 20 CAGE GALVANIZED S1EEl STORM PANEL rr 20 GAGE GALVANIZED STEEL STORM PANEL oq.w a 3• Mr. RU DARED /ATAX4 MAHY . NO 44167 A PAW ( nMwµu as \ * : * >� SECTION r.x a * : t Q / ---- --- 01 9RETs a RIA0001 a .ATE _ m/7AI7o7a- s �: GLOBAL PROTECTION PRODUCTS LLC. ,r", 9r GLOBAL PROTECTION PRODUCTS LLC. 1� s Z - T (- ' t�,`'r' ORIDI .: a 1� 1Me. ' ° w' p FOR SPACERS REO I AT Oft 9p 5 IT OE" c �'" wo 1W. Pl EN EI 3 FSIr 4ao0 S.W. 61 m1Dn IlFi111L u1tf.Q it?� O IMa. s c'sMP OAK FL 33314 20-175 BOTTOM—� Ls RIO moo,-,�, ( )ow4m / KR 11W L i ,NIArM 4ww11 n IHw r4a6E: u94)OP-7bW FAIL IW)W "67n TRACKS A,D ENT TO STUCCG/w00D RANDS 'L' •• ail R N a,w rarer, t914)1a°iM»a R 1419. 20 I1 ALE '?4Sy ail �s['' _ _ ::. A. ant •H_,w1 MA , FwR H1-+b1 - M : UDI Nr-1NH y .. �_ y,,,� ,�,,,-, ,N,y,w pMRW scAu 3/8-,' 4F IN-roa71c .Frrw r IDAaAw M. * / jj� rraeoar,9 ✓W3pMTUAE/MR 1;14N ( '�'' ,LW A RANT Jr,) V aR 11-«1 r4 • tIRT 4 O ➢4 - FRODUCT ICV,(lyp4�al70N Rrr9A$,TNO. 30.6727.O1 2 2ASL-TE8i UP_fQRTSt 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 # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, PIE, and Henry Hattem, P.E. and Report No. 0219-01-09, dated February 26, 2009, signed and seated by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as pet section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by JUDO E. Gonzalez, P.E. Tensile test report No. SCM-198 by OC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Teat as per OC Metallurgical Report No. IOKMA318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3♦,+°�'TRRUCTURAL GIN IN LCULATIONS: On 24 Gage Galvanized Steel Storrs Panel for maximum penal length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18110 and O8/27/t3 (for this revision), signed and sealed by Walter A. Tllllt, Jr., P.E. I MISsIlLE IMPACT RESISTANCE: Large missile Impact under section 1609.1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 6, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D,), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12a-99 Standard. 011111111 :�_;.-_ - wit '44 67 ': s J S ''JQ, Ili rk ; W E 1r ST TE OF 1� �.��.. �'"(OR10A .I, , 4;I, NIACIN , 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D,), drawingo.2 -173. i N 0 Minimum separation to glass shalt be as indicated on sheets 3, 6, 13, 14, 15, 15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. B, MATERIAL.GHARACTERISTICS AND SPECIFICATION$; Shall be sUietly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No: 20-178. L UMMATIONS AND COND_ N OF USE* 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by Tilteco, Inc, and signed and sealed by Walter A. 711111, Jr„ P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Trutt, Jr., P.E. (Florida License No. 44167), President of Tltteco. Inc. (Florida CA-0006719), wATILL Os TILTECO ADMON RECORDS ) P, E. REPORT,2C GALVANIZED ETEEL STORM PANEL E DRWG # 20.1761 1/4. 2/4, 3/4. 4/4. 5/5, 7/S, 1W/10, 2W/10, 3W/10. 4W/10, 6/5 5W/10, sW/11 k 7W/11 - .. _..-...... _.. SEE SCHEDULE ON SHEETS 8 A 9_ _-_ _ --_y 3' MAX- 3' MAXMIN ANCHORS: FOR CONCRETE SECTIONS ON Sr1EC15 10 A 11 '"I' MN. 1' MN O FOR WOOD SEE— -- - O O O O r. __.._._ __.- __.. _F.. ..._ - D.M..1�, 0.i�+�,f,--l-•'-'4--r,-_7_..T._I ..,.._-. _.. ".I _,.,.. T-'T•-'1•-t•-t---'-_t-' ) I _.� .-J- I 1 ( ( I � j I I f I I m ! 1.i f I j I j i I � I i I I I 1 .. I F "- ! j .� I' I I I. I i I � I` I I ' j I I j. 44* I I f + i .� _l I ,I I I 1 I I I i ' IHUNaULTED PANELS I I I I BOLTED PANELS W/ /W . 3/3 I I (SEE SECTIONS AS I I " j i ', i I 'I t.5. M.S. BfAI w/ 7 e' • 3/32' 'a f{ ONGNUTS O EA. OVERLAP � t I IAPPLIGABLE) i i 1 , 1(SLE SECTIONS AS APPLICABLE) I I l I I ,, I I I I 1 � _ l 1-__.L ! _ L_ I _j.-1 '_ r 1 i j i I 1, __I_j i 1_.i 1 I: 1 r0 j 1. j v ! j (j I I 1 1 I i i s i I ! I ! I I I I I j j h I__ _ 1 D. O �_ i I i S o OF o' I I 01 v ®+©'®+®' ©DF.. - i• MINN+ - 4ii,. 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, - 3. MIN -• 1W/10, 2w/10, 3w/10, 4W/10, 6/5 SW/10, aW/it a 7W/11 - _._ .,._. .ANCHORS. EDR CONCRETE SEE SCHEME ON SNECTS 8 A 9 ' FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 - - - R)AGUTAR STORM PANELS 't1 12L Ik ELEVATION NT,S 2-67• 1/4' MOX. GAP F (lea OVERLAP -1 wti u VALLEY) YA7f CAAY _._._ _ _ MN11p- L....__ �, ,'i� ,.,,....uT ' EN '' � FLORIDA BUILDING CODE HI h Valacll Nurricoma tom ,CIIA /�` No 44167 °II°7° RL'M 20 GAGE GALVANIZED STEEL STORM PANEL Sawn a SECTION A -As * =. " ; ; * —` 67/4A/2e4A N.rs. E ATE - GLOBAL PROTECTION PRODUCTS, LLC. ,ELT. :'W � IL EC01wc. 4PaT". 6, 9,RL z''. 0' ORIIO - coMPANr TAWIE rL Sm.. 2D-178 F '•., A art, a, a, ,11,HM «ROAL A N,w PHW4' WN)UP 7546. FAK- (964)t66-6N7 4C, I T:-- (MAD wI-«a M RrM An-1N1 �y , µ/ROIMTMR/twn a -a m" - • wRA MR .r - - 9AWMA. N",. a+r N11N1 ,+/.IMF A Jr.,10.[. n-,« r M MMR 7 a 86 INSTALLATION INTO EXISTING pgURED CONGR[TC .. DR' GONCREtE 1. DETAILS FOR REGULAR PANELS (I & A 9 0( CK STRUCTURES TIRED COrA:RL_I TIRE BLOCK POURED CONCRETE OR CONCRETE D COMCAm ONCRCTE BLOCK REOUNED,. REQUIRED ( K ._ _NNEWL[ IN 0.11 t9fE SCIR.W i � C -- I .. 7EJ I - '_1C2:1 - ..__ v Y I � O ;a- �;� .t„ ;. ;'. ,;_, I IA--W4""Ard1104 I I N. O I rP I w, o,A"':""'"" 10 I ' " ' ® gsNRMMK I.T� I. - Q . ; Rat V4 � � 1 ':�."OIL i II/.T.-2w, sit 9TA11 W jl/SYtAtt7.3'i MRO 'y ; 2 O 1 tL'1.7Ar A. 9oU9 W/' ,., IWWP MQI 401 `I {rw S� ,.,, I -..._ �r� •N I! l a 6 11/A7-2Gr. ,Sx e0t79 W/ = "NN31;" RYO ,1 , � I OvIMIM 6Vra Av W GCRN. -N 1 I i_I=A i 1 ( / 5Dx =P-I NT i "L` Qr *I* =PL 30% 16 Or - 3 MAX ;J MAX f, OF .L, w,X .j +- .V ,1 C11 L ': Y 64r6 MB , ` ' •'a E.p tL CII - T , a 12 1/7' 0.0 �£ 1 I I 1 { _!' ' 1 111 '.� , I.,,^, . ., I T '. .SOD`' I _. -II/s 1' -, ', 4'►-lOA3/a' -W/ S.S. BOLT ___J 1 . .� /.� 7/aT.YW' • 12 t/2 O C. ONG NO CONCRETE ANCHORS L I,DRTA,[I[ A,K+KM1P SrANaCM'0 CONCRETE ANCHORS '. (BEE SCHEDULE 04 (Sa sCmmu ON SHEET 4) W/ STUD (SSE SQNEDAL ON SHEET 9) SHUT 7) OR OR � ..,rkNR aR 1Z� REAMED IMOAED DIRECT e,O-IN ilttl! 011FIQ MOUNTING scRlE 3/0-1 SUSE 3/a.1" � ftl;M,,. E.O, w EDGE DISTANCE NOTE -MR COM"e310tY,AF_S"--Tm: (SEE SCHEDULE ON TOP k BOTTOM MOUNNnNGS CAN OF SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ANCHORS-. FOR CONCRETE SEE SCHEDULE ON SHEET 9 MR WOOD SEE SECTIONS ON SHEET, 12 3' MI - WT. $F tN 2.67E (1M O~ -1 WNQE UNLEY) I DA, r Mu.I , I- MIP- 1 , I I I 1 I 1 , i 1' II: oat -1 i - •_ I I - -. . - _ .:. ;, :I : MAB o 1/4•r-2pY _ r - a.7 SOLIS W/ I 1 7/n6Y , 7/3r I VR70 MN • MRr •- ! iw 11•A1A1 . I .� OIs,ILM a r A 11 l e I . ,I I 11.f1 : Y '^ I a 1gq 5 Oto : ' ! 1 A r' I box i �11AXL �� •b T I : � , i I ! � I L� I Oi � 1 1 ' 1 ' I 1 � ' 1 i 1 -- _ i _ -. 3• MRK DA..e FA ® ✓/D 1M/N 1' MN. 1' Min. _._ ON 6 _- SHEEESHEET_. FOR WOOD£ SECTIONSE ONIL 12 REGULAR STORM PANELS ; & Q ELEVATION SCALE 3/32'-1` ,/4' MO. OAP 2,67' 1 �.-.- (TAM (NRRAP 1 ODE VN.LLI') t ({] v 0 I/4- NAM. , ri', S��A��fi�T�� SCALESCALC 3/ �,.. N CU L Cn N —Cu O N E U -a L N Q = 0 2 c � a) a) AIIAAAR C a) = � CU 0 cu •Fn O C Q. C L Cn c O CCf M p CU 9 .U 'a) CU L_ � � Q .,,E H .Q -a fn Q. Q 0 4 Z ri Tr r '� I . i -67 w OG.-, ,,, J C. LO 00 7.G t C W G, N A O c++ R L7 r9 N JGO W I w C C2 .0 N V � v 3; y3 67 A 07 W 9 ' c C� � N CC pit. � _ -.0 to A O �,_, 0 �� W �A� M ICU LL CIRF CL U 0 L— a- CD Cn W W Q Z Z Q J 11 SHEET SH 1.0 WALL AND FLOOR MOUNTING INSTALLATION FOR _ SPLIT PANELSwin AIR -�- „iiac1°_r 2 I. -� • (fA NI l r011a11 G 11• OR 1P l a0n6N1 INI{tNM f/ IRaaAN rY11t r/'= N.15 •j I, I I I I T 2 • 1• 1 uLt + ' .' i4 y1F11R31MrOi NT0/• D t• ./THAN tM1EGM wE. I ` Ny jI I I I I 1 1/2t• C {•- -� i' /4ED.r Wm Won \ i. aamlR a Fhlo/•• I I .1..... _ .}..E... ....l .. _..-I_ - -. { DETAIL Y� � VIM. I DEAA C•Y��ILI 66� """ t wits.YIMWF A.!Ru-na SOCIAL[ IN Fail ,feat,4,i4tm traoM �ii Fi'•Hi r o.c r :\o 61o"irrou-1 _ �r-no W. RMw I,YCtIIM6 t 6 M 7I® �' } (ITT,• tl'LL°OPOM) 2 41AL RARLIDM 'HAFT • (ffi YIRNNI _ ! t � SPLITSTORM PA4EL _EI`cVATleN SECTION Y-Y SrA4tF:1EieLi/T1•�+ �3 wuE VA•_-r .:IC',PEu�,+,1 scALe t/e.-,s PEA 001MMI•L'•OI,D uuE3TeN scNEeul IF MN. MullON REOWm III,COM. IPAM (FT I Tim MULU011 ^ 4 4'-r 2-. 3• . 1/r on "M MILE III al"T. pw� .M/Mrn R • S)nMp MfIk1 rwiiME Maw 1111„ ) 4-B• TO 3'-8' 2' . 4' . 1/e• r a'-e' 10 a•-1r 2• . •Ylh' Iw. ,.;•.Wm • _ a r-TD- To r-o• ]• . 6•. yr • IA TO :9?DiO: r.5-72.0 .r.F.� RA1610 SECTION 1 SCALE 3/8-1- NOTE NULUON CAN ALSO K N6GLLE0 R/0 STORM PANELS ON TOP OR BOTTOM 10 T„AT ft 4 LOCAT® Al /OP OR BOTTOM Or OPENNG (ONE PANEL OPENING W/ TUBE UP k BOTTOM) I - �- , - 7--M aLN11w FWA6 FeI.DI , , � 6iMM.1 �M1M _ I -PM a -•IISM j Bi INSTALLAIM - ALTERNATIVE 1 W SICALL: 1/4' - 1- INSTALLATION DETAILS FOR REGULAR PANELS(-b do dA INTO EXISTING WOOD STRUCTURES 1 w WAaM • r .c •/ � 1� a • r 4m. v reaRPa .. xrws !�ywA. wwowM 1■«nM,w - r 4.M rFAre• wr' r FmP 1Nua - $Q(, 1 �• III �$ G � aai [I g MA fg V. AM 1WALL 11101.111111=1 WSTA"WN ALTERNATVE 3W r .,Par • r .. M r�rrl WSTALIA TIVE11M SCALE. 1/{- - 1- NOTES, 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S,O DESIGN LOADS UP TO +55.5, -72.0 DA•f. AND PANEL'S LENGTH UP TO tP-8'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC OENSTTY OF 0.55 OR EOUAL. Nv.Tt_f�g& tQMBxlenaN_ae_SE am;; TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE I/ICIf3M (SEE SCHEDULE SHEET 14) 1 POU MD GOMCtI[ REOIMCD I i-arE INa1E91AE W I F1711 M. 1MMAIP' . OOMCRD[ AHCHM S.W.W. 14) POURo Como" Ulm 1 1 xT al 1/ j (14)1 ro • t7 1 2 0.0 , I 1 I d i • G. "MaO�s I I ! ! •. i ►aK WALL I RGaFNm I I CONCALE *CHORE 1 rm n3mWr MR IRA�.�E'IMMTON 4 TO An' o- (am Q r W.. (GIBE N)) I (/LEE OET 2/14) I l�. WRAG'�NEh'M 1 IT,.1• IMLIaIi ■ �ro •i12oD. 4 3CISKDAITE •OR1) E-.. NM)PoMm CONCRETE aNA / 1 SOIetAAE ON-'---•.•D 94M I.) WAIL MOUNTING INSTALLATION WALL AND FLOOR MOUNTIN4 INSTALLATION -scanom _1 SCALa 3/e• - I' - SECTION 2 STALE: ale' - 1 NMS ON LxE SAFL,-SIM PMME.. SIsDu IMMALIAIIM.: F LINE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (nR6T OR LAST PANEL) OR AS AN INTERIOR PANEL. (MAY PANEL LOCATION N KTWEEN END PANELS), LIFE SAFETY PANELS MAY OR MAY NOT K INSTALLED ADJACENT TO REWtAR PANELS (W/ OR W/O REG" IRACNS.) LIE SAFEIV PANEL CONSISTS Of 0 039' GALVAN= STEEL STORM PAN11 AS PER COMPONENT SHEET 2 OF [TRAINING. THIS PANEL 'ITSELF 70 9E RETAINED OR INSTALLED FROM THE *SIDE OF STRUCTURE. 3. CAFE SAFM P REOIARES 70P TPACK TO K COMPONENT CD& BOTTOM TRACK To go,N'WMIMINI BE COMPONEj�T AS PER SHEEY 2 OF THIN DRAWING 2CO PION ® � IWELL NSTALLED WALL 00 n00R WOWED FOtLOMMG SECTIONS 1 k ==3Q�;.�CEN: .. �. LENGTH ON 1141S DER � FOR CpotimOMPONENT ANCNORACi AT BDrroM a GNEN ON = �• SCHEDULES I k 2. SHEET III. * COMPONENT MAY K PERMANENT OR REMOVABLE- 5 Q ATE SEE DUALS FOR INSTALLATION INTO WOOD FRAME BULONGS ON SHEET IS. 3fy'Y OP SEE _ Vol, . B SPACERS AT4TRACKS INSTALLED ADJACENT AND BEYOND 70 STUOOD CCO/Wamos FOR OVAL APPLICABLE TO THE NECESSITY " THE OISTALLATCN F "AyN a BUILDWO CtLWO k FLOOR YOUNTWO WALL A rLOW NO►N IRA SWAUATION - AITERIIinyE aw INSTALLATIONS - LLTERaVTWE SW (SECTION AT TOP IS UMITED To +a6.5-67.0 RWT. SFAML 1/4' - 1' AS-D- DESION PRESSURE RATING) WAIL. T/4- . 1' O /4yyX N6N A°a I/r PG 1/ e � � r•rom 11 A,Wae m I.AI. •.DIN. FLOOR YOWN71di0 KWALLA31ON - SECTO AAW WALL. I/4- - Y MR 00"0 Ett ANe1MM: sm 10EEW ON MEET 0Ew' 14,•�-,- L-r- fM wow 1a¢ swwm HI *W 16 1, z, tW/�s w t/A 7/4.20/4. 3/4 OR 4/4 1, 2 k TW/tS !-3. MLA 1' ,aa I1'(TI, me KNOW IT>liI! (INTERIOR I11Lj,��(1i11i (#"UM PA767J INTER q1 PAQ) (DID PAtl)� ., 1 i ITTINATY LOCA" Itr /A 2/A 'IAIA 3/A OR 4/4 LAN61 2 A 1W/15 1 Z Will L>viti t:2 011AES 1/11 • 2/1.) A 1w/15 ALTILI WIT LOCATION = ON LIFE SAFETY PANEL AREA W/NO LIFE SALTY PANELS LOCATION OF CAFE (SCE molt fail") _ 1.. REG" PANELS W/ OR - W/O REG" TRACKS -_ SAFETY PANEL --, (SEE AIOTF I KLOW� LAST PANEL Q TO K NSFALIED AS LIFE SAFTIV A4I1OP OPTION J1 F OR LSMNL STORM "WAYS BE LO to fAUM NSfAUNON R NTIVIDED ELEVATIQN TO A OR REMOM FROM MISWE SCALE 3/32'-1' i 1/.• MN OAP ®O°• 1 1 • ,/f•wII • GAP �.- T FAt (FLTONMrt LDW110N "iNOtf�,)TNIIO.4 SLY AT OD PANOI Iu MOTE „ SECTION B-B SCALE 3/32--I• MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORD MAXIMUM PANE, LENGTH "L' SCHEDULE A" ow, ron rrAle-ft'6 Am NSTAL1Alb1M m REST sslr t_ , nat. in DIM t1IMTR A A A Al . v.1 Am_D -. O& MO Ng0MN0.R O TIOI 4SITA. -nA 7•-r OR LOW 2 Ile komt[O 1 11111111 a 6 T .350. -796 >7-r ro r-e' W.. 2 3n- -'- L"Mno - I wou a / 7 •66.0. -72.0 LAN•-r To W-2• w,nL 2 /n• • � 4.34 -WO 12'-•• DI LESS 3 1/2. • ' N 6, a k ,0 • WIL/m W/ in1-7bt' AS Mi At W MR At MOW / VCUNMN OF PAWL MOULD ONLY FOR PANELSCIT6 aA)NSTALAVNM AS PEA SMU ME I I MU 7. ON IMlrf4 a l 6, IMNOAM As_0. Otslall M� VM) MNIMIM A C.= W%CW MR E■ - 3 1/7' - - 1 toI .wMw PAM4 '01' ; trN°M i• (11.1 M THEM iircaN -�ei LAP-aiF-_- CMA-M Aw Lwn FOMLL 0APPLICABLE PAAMLMMt PLW ro CdFRIC To oKM ro aM«eif ro WM3Mn O bi m COM061[� awca [ ro °6MCRn mmlmf r N/A Nn WA B WA • F IVA (TGP1 N/A M/A - a� (eGlmM) I a• WA N/A 6• WA 6' WA r N/A r WA N/A M/4 a' NIA S• NIA 7• N/A 2lBonaM) , ♦50.6, -l7D _ r WA N/A N/A e• WA a• WA -_..6• WA 3 e • (roF')_. J r-e' a t.m OR Ins r r - N/A - - N/A- _ r 61 r --- r r --' 6• 3 (pR,d„) r e -N/A ..- I M/A S -k/A- WA - NIA 12 I/]• 1 - N/A 4/4 a 1/4' - r e' 12 In- WA r a 1/r 6' R'_ a t/e N/A a 6 1n-/4- e• {t Ir- 6 1./r N/A I 6 a 1/4• 7 (Top) 4 i 7 (aDTTUO , ITDPAM+U•) SEE 1HQ7a 10 6 If FOR ANCHORS FITS 6 YMOAA ran ottra AlIMQ afro wOm nvjoK ILMDrMO. MINIMUM Nr30W SPACD= AND URYM NOTE INITIATIVE AIR MOSCOW ON INS $M UE FOR Ea LESS 1NAM MCAm W SCHEDULE M= ANCHOR 9M M IN MAIInYNO IPAMa CORM ON W}ImAE BY oe rmAowlo room FOR on OPOM m To t POMREE, RT711Cm vmm orwm uNd FACTOR ov" w M MS TORN MAIWIIIy NK=w miDwo FOR LACK AND w TYPE AT AICHORa U e In 1/41 w6rM _ In4 o v-M► 1/4'4 M) iiiilt 1/41 W qM r MOB FRAYS Dy 3 11 a 3 1 1n 3 �•MMT I 1 a ! 7 3;n A. •..w BIAr O•) i-- a - a ,A Fin MUL m Bat TIM" MOOT 1 wr / I/r i4 ... __.,_ - em-__ ;m sf Lp - Im 31 - v4• n.. sn" LONG MAN NM" W/ INSTALLATION DETAILS FOR REGULAR PANELS (l) do Q-A ji1-LfMS ILL WA, "KI °` `°" PAra LEA w m a_o Aw R In• oc. INTO EXISTING WOOD STRUCTURES row LD101R1a a m ", Alr. a h•-+ I I HOW,( R M NMCWtt 12I■SIMi0 1 I O, ERR, 1 1 2a, 2 r E 7HINEAOEO .. /2' M i F w TYN m „LALtP OP ALL 1 L[1CM5 I . I1 ■'-a' MM. i T , t , 1„ 1i f R a�/+• r• i E0T Cto ! II N� (... j EO EOE01 to 1 1 IRfwOp°MMr't�'m' i--ill ALTERNATIVE 1 W ALTFRNAIDW 2W SCALE 3/6-1" SCALE 3/6.1• I W Ea ON IS■CI . o1 f ' LEE Dw suvmim - le SEPAARAT' I atAn T IWN�O ONTO GLASS. I T Eo '� EDI I I _ OW ELI EOLai ED, cot Tw L w 1/•' LP . a/s• 40M0 iRAaa ■IAFrFo { • W/ 1/41-2o,2• La. M A. e 1 In• 0,C L 1 sv-,a��Nat+�r+s► 7- RNM7 f W = M01Y1pF �. . FOR Pwa Lao" to ro a•-r AND 6 • r 0. F. 4 I/., OG FOR LDOM UP m r-e• IMP. rM [AIMS I ';� dl %14-10 1'AIIpMAi FOWL O OR [Mom . PLIa . 13 ,/7• e c fliill , TARfAMO POrM7CN AT ,nY I/O /Ct6 • r OC. ,n• rN FDr■wi6M ALJ ALTERNATIVE AW LYOMDTN Of DTr1wO WOOD Pun FOR r.4• Ault "LAMS. • I.DRaTN e. ,RAn t, SrI1 3/1,` SCALE 3/6-1• ,ILL LDW" U► To r-r M. RGONNm I DIRECT' I� SOME 3/6-1' VALE 3/B-1• Naas• LINT �MO N A��a'T 14 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS'�EN 4+` ••''•. UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO W-8" FLORIDA BUIl01NG CODE IN h Reba NuniGon■ Ten■ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2• w/ SPECIFIC DENSITY OF 0.55 OR FOWL. ; WC. GAiE GALVANIZED SIM STORM PANEL NOTE FOR COMBINATION OF SECTIONS r� Fl IIL�ECOEN6. MOM PROTECTION oDucTs, I.I.C. 4m S.W. 51 OMIT awls w. CAGE. s0q 41� OF ''•.... rw6 • V °'�. n' �,• TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SLIT ANY ' FS "E, �" S( •* SRN M a IPWwy 4MwW,x N a1N I•-., °W/Nyr1_,MR , aAIR .H-,N1 INIO.L tw)rM-rw. IRA. (6 )u 4m 20-176 W57ALLA110N. A NNINE r ux n*MMIF/plr .... p•.,i IWI1D1 A TRAP l.. P.E FLOW"wA - _ wwa re allr 1I a M �11Y� HII STUDS D EOVERLA (12a, t2/ D PANEL 3/4•. SEE SEE INTERIOR PANEL ENO PANEL SCHEDULE 01. SCNW&PA {1 L OR % •• , 3• -.' FOR Mm. - MR Mm. r OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING t•-r Mu DETAIL -1 : WALL MOUNTING INSTALLATION (APP CABLE TO SCHEDULE 1) SOUL 3/U' - t' MAXIMUM A.S.Q. DESIGN PRESSURE RATINQ ...f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES cr..rTMrr A�..:..(Ifi19s,.JYILi�LIOU1l1 COAnT+01ai MCP k BOTTOM-y( E.O_ . ] 11]• F]L•t .a. TO DILL O. C 6/6• w. ((ONE I) 3' MIA.(CABS 1) ALTER_ 1/4• ;' Tier -INTERIOR-INTERIOR PANEL. `--END PAWL ®EME B sa „3.- /E row J--Sottmuit #2 FOR�'..3•._: MIA ANCHOR a.. ANCHOR SPACING SPACRO ---- 1•-3• MM _...�.-.-...-.�... DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE 2) SCAL 3//6' - I• MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.B.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH ISO SCHEDULE 1 M�LF r TO 2LCDOBS_L_A1 +N +LTA! F'OEL LIFE SKm' slam PALM, SYSTEM ON &WET 131. La A3A mmmm r DLVM 1 WPM O W-W ottr-IR Rawl[ IOws O rwnM9E no � 6 i cowit x"M of THEM MNWUI PART Low. V (A.) m 10 CORICRM BLDOI m- m11CRi1I COrlCtit BICCN m [ BLOCK m ILOCK m Ce1LCt7E R INDn, 6' N/A N/A N/A S' N/A 6• N/A S- N/A 1 k 2 (TOP) 56.0. -72.0 9- 7• 9` 9• 9' 9' s' 9' 9• 9• 1 (BOTTOM) 5--0• OR LESS 6' N/A N/A N/A 6' N/A 6' N/A 6' N/A i At (TOP) .55.0 -72.0 9" 5• - 9' 6• 7 +/2' 9• 9' S' 9' 1 (BOTTOM) S•-0` TO r-a• +550 -72.0 IS.N/A N/A N/A 6' N/A 6• N/A 6• N/A 1 k 2 (TOP) .T-6" TO r-6- 9' 1' 9' 6' 9• 6` 6' 6• 6- 6' 1 (BOTTOM) SCHEIv� IF A 2 _ ADWf fLypg,JLEatNff.O(LDQnMiALBDTjjFll W, r.n. . 3 112' WAAAAM AD. 3 atsmAt poemm RATING .r F. I DOW 0 NS w. ROW TOP M Of M NS CM . DIM 6 r Ws W W Or Ma* SSPLICAB TO COIFaSMATO M ME4 MAXIMUM PANEL LLNGTII V (R.) - - 440.2 -611 3• }• • 1 ]' 1 12` 2 (SIMON) 7'-6 OR LESS 4521 -46.0 3' 3• .• 4• 2 (BOTTOM) r-e` OR LESS +55.0 -72,0 2 1/2- 2 1/2' 4• 3 1/2- 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2` 2 Ii/r N/A N/A ] (BOITO,I) 7•-6- TO W-0- +SS.O N/A MAL 3' 3' ] (BOTTOM) 7•-0• TO 6,-S' ' JceasF No.44157 rrNRwA AID MariIDWn• ,�" .... A IMM >1A - rM rl • IAA ..72A r-4• 3 3n• IAaQ1M TIM MV If FOR A«CHIOM TYRE i SPACING FOR NSWUO G alto WOO M MIr 5UL M. 4WAMM ACNOI [PPOM AMC MwINWN OK NiMU tat •CrNFD MI " SOMMI L FOR CD LOS TIM SIO KITO ON r41RIDAC R[OUCL ANCHOR SPACING In MA.TLPLYING SPACING *0" ON 1OmULE n INE FOUMMG fACM". FOR 7419 OPERATION To K POSML RWURD 3MO10 OSIAMm U■ C FACTOR DULL TIM If LESS THAN MAMA V'ACNG MICARD TOR &ACT, AA CIOR TIP[ AT ANCICR& 137rM. Cit I/4•. 1(41 I/e. 1/A1 ANCHOR Tog WNW a TRF••AP iNMAs6[ Oks-IN .. u WA -440 TAM (Ayr a a 3 3 3 ,n ,vitaA„wax na - -, 3- a 3 3 WA ARN ■We, 04 -._ 3_ .• 1 •.. a ,/2 IF 1n -•- - A■Le. BA Im WNW 7aCIY11 Its" ORS 30 - - - - - r ,Do Im - _ m A 31jr ,m - ,m MAXIMUM A.S.D. DESIGN PRESSURE RATING (n.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS a) & & INSTALLATIQNS INTO EX STING CONCRETE A CONCRETE BLOCK STRUCTURES (VAAIO ONLY FOR PANELS OM 066TALLATIONS A6 PER SECTIONS I THAU to. ON SHEETS 4. a A 6) MOMN A IMM 6MCM6 FOR La - 3 1/r •' ISO. DESIGN TAPCON CF TN -OOP CALK -MLA PNMELIMn TEMPLE O PAM MAR PLUS-- aDuO 1117 APPLICABLE To �°/a B/ NAwwMUM PANEL ,•■ cowcRra ro t MIi0 BLOC'A C MKR[R ro CONCRETE EWCN TO cows m ro CONCRETE MOCK - ro CONO4- �7/A: ro CONCRETE ro GOFIOrI[ HDO TO COr=m ro CONCttC BLOCK Far COAMwMIM Or TH M LDMGIMm N/A N/A N/A a' N/A 6• 8' N/A N/A N/A I (Top) 1.0 4• N/A N/A 6` 6- 6' 6- B' 6• N/A N/A I (BOTTOM) 6• N/A N/A - N/A 6- N/A 6' N/A 6- _ N/A N/A N/A 2 (TOP) 1' N/A N/A - N/A - 6" N/A S" 5. N/A N/A N/A 2 (BOTTOM) +56.5• -72.0 -6' N/A N/A N/A 6` N/A 6 N/A a' N/A N/A N/A 3 k 4 (TOP) a7'-5" TO W-B' OR LESS a' {' M` N/A N/A S' 6' 1. 6' 6- 8" N/A N/A 3 (BOTTOM) a' Be, N/A 4• N/A N/A - N/A N/A{ 6'- N/A IS. N/A fi• N/A N/A N/A �7 (TOP) - 6' ST. 6' 6' a' 6' N/A N/A 4 At (BOTTOM) N/A N/A 12 1/2- 6 1/4• 12 1/2' 6 1/4" 6 1/4' 6 1/4- 8 1/4' 6 1/4• N/A N/A 5 (TOP/NOTTOM) 50.0. -53.3 N/A N/A 12 1/2- 6 1/4" 12 '/2' a 1/4• 6 1/4' 1 6 1/4• 6 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) a•-s• TO 11--2- 55.0. -72.0 N/A N/A 6 1/{' N/A 6 1/4- N/A 6 1/4' 6 1/4- 6 1/4- 6 1/4• N/A N/A 6 (TOP/BOTTOM) s•-e• TO ll'-2* N/A N/A N/A , N/A N/A N/A N/A N/A 5 1/4- 6 1/4. 6 1/4' 6 1/4' a. 9, 10 (TOP) 43.e, -48.0 6• 4' N/A 1 N/A N/A N/A N/A N/A a• 6'OR 6 1/4' 6 I/a' B (WiIOM) T'fLaS 6' 4 N/A N/A N/A N/A - 6' 12•-l' OR LESS N/A �N/A N/A N/A N/A SEL 11HIETS 10. 11 AND 12 FOR ANOIM TYPE l R1G9NG FOR OWN07NM ,MO WOW FRAM[ BUSO6IO. M141A1w AMOI011 MACMNa6 AND MFNIMIIM fT1K p1TANCE ARE NDY'M[O ON THIS 9C.M= FOR E0. In$ TAMP MIOIOMED OR SOROUIE PCOtAY ANCHOR DWCNG Br WL»LITHO 1MCNG 00" ON SO4auLE M ME 19WOWM FACTORS. FOR net OPERATION TO RE "SSW R[Ol[lii SWING MARKED) UE210 FACTOR MO LW3. T K an IT" IMMMM SIACM INDICATED POR (ACM ANCHOR TYPE At AMOORI LE°DID. t/41 t/41 1/{1 1/41 F/11 ,/4•. ANN= "M lAPOOI CI 7M-RIPA••F_[KN-al FUJI _.. fOO-RT M A4WTDw ,/AGAR OI.1 - ] ) 3 7 3 ,n 3 11maR,N Tbarw awr d,l !-,+-/w a 1/2 _ • 1 ,fit Ronal. SA (Let Toomm / A40 / 0 a - -2 x 3M tn' _ ISO t -._J.. _.. a t_._..__ - _.._-...._.-_.__.... - N 2 cc 0 c cu -a Z �- O O � �'olO E O ICU ."n Cn -0 a)2 0 a -0 - CI INSTALLATION DETAILS FOR REGULAR PANELS(1) dodA INTO EXISTING WOOD STRUCTURES --11 h+0 PANEMAPLUS I 1•-1 0 pAM1aWre Pws h 0 PAND.wre PtAA 4 t 4' O.0 «/ 1 7/r - � Lf E I!!4' O.C. «/ , 7/e' ', � a 1//a• O.C. W/ 17/e' � ETNMR[IAIM0/CEDWoov H GSCM TNRA�7R0 WOOD HEADER f0 wpOp HF�pE1! i EXISTING. p NP70[31E7HEADER TO 0 77 I CA01 Ll v 'MMO^ INN. �ill sm . ; i non sm . ✓ 6 a _ { a A/.• Ot ROOD HGADER 2•`` i . I/4' or ! Y1'� �11 6 ,n• Tie ,f2 Ed r-s MIEWIWAE110000 '6 °eA"- % - Mn !'1 IIEOURED ice:.- � (.:�-_ � 1_,. d I �+ ; �'� ✓ c ME SG/OUIE OM ; LE M 6G,mU[6 6N I !E a0i0ULNIT 1I D,fIT 1 31 .• CO OR Fw. FOR Mn. LASS, EM FOt W. 97MIMION TO ro awe. GLASS, ro awl " 1. ) /4'.-20N1• S 1 MOM E NO LENGTH - - - , Wo. E " ILI) / d d L LENa1H /.Y-3Nr a (SEE MDIF t 1 x (SEE NOTE i) v.•.-3W,• S.x (SEA NOTE I) ; C7• � P W'swx 30A SOa o OF 'l• OF 'L' rn WII 7 �'I RANI YA3 ,'• I 71' � ," OfRWr J Sx MS w I , I A 437E [O. _ i EwN-•�r Q BMM �°i �ij9•oc ELp, r_ - L 1 `- I '-'- 1 •�. f ._ 'n•t LAC SCREWS ...OF 9. O.C. R I 1/2' 2'r4' WOOD. ,FTATE _ _ 1h 10 PN1ElWTE PLUS 2"A• W000-/ V/�7y, 2'.4• WOCID PI(dE .. MN O RE01RR[D REWIRED QW7. KOUREtI PEN OTIt F AT ALOWOM LY PUre ATE • I 1/4'. LAC SOIOAS a � I� MO MOM OOF F KLAre 6' O.C. STAOOERN W/ .. j STICK W/ 1 1 2' 1. , • .. - 7M(AD(D AT IMOWWH OF PLATE .. _ ._ - 9CAlr S/hl'ALTERKATIVE MR SCAtr 3/6-1' SCALE 3/5-1, NaTEi� 1. INSIALLLT10NS FOR ALTERNATIVES OW, OW At IOW ONLY VAUD FOR 4,IHUNW/"/ BUILDINGS WITH A-S.D. DESIGN LOADS UP TO +43.0, -40.0 O,R.t. AND 4I'N Q A. Tl PANEL'S LENGTH UP TO 12'-4' •�14.•........, %✓ 2. FOR NC1Y WOOD FRAME CONSYRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. w/ SPECIFIC DENSOF 0.55 OR EOWL 3 ' JOEDENSITY•'•� FLORIDA BUILDING CODE NT h Woolf Nurrtoon■ ton• NrTlr FOR .rIMRI6Mt10N OF sFcrnNs s No. 41 * a20R0 AL160. P` 20 GAGE CALVANZEO STEEL STORY PANEL , *, - FIR COOMEop WIFA ME�UANI TO STUrr urn '-;' ''•.. FT rr� - I L E C O one PROTECTION PRODUCTS. LLC. INSTALLATION. _ O ( RLO _.•mar _ -- _ 41m 3r�a1 sneT INSTALLATION DETAILS _ 1/r4 LAG s12aW■ • a D.c W/ FOR OPTION 9 1 FOR LIFE INTO EXISTING WOOD STRUCTURE5 SAFETY STORM PANEL SYSTEM III I I/3 MA. "O■A= PEFRT«AIIPI O OBSIf16 WOOD WMLR • !;� A •.I III 2 EaLot _ f to,Mirk __�. i I ( J .0w HENRY" RfOLMU Tow I "_ 'N°C ALTERNATIVE 1 ALTERNATIVE 2 f11 MIpC1Lw[ 1. OC I OCR. 1 I" "MonIF jTap 10 ausmN ED! - mI E10 I, IOW i 1 1, I' Wt1D11 PUT[ REovINEG WOOD MR 1 i ALTERNATIVE 3 ALTERNATIVE 4 REMIrYl,9i t ••. ,Am "ank r Oe «/ 1 1n• � 71wK,Om PENF.TMOTMI M 1/411 1e/5 LION° MMM SLO" W/ /2 2a21W Ms. k r ne OR ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS 1/4-.-20 VNIM Mtt rOWE D M POELmtt Fu6 IS, r OC R/ 1 1/2' AM, I Ni: 3/sr . r TI WONT PENDMtIW ro tXWAG WOOD FUR MGM MNnEP MAWS NOT SHOWN FOR 01.0T WALL MOUNTING INSTALLATION ""'31F2FA ,0 A TILUl•'� ALTERNATIVE 1 W .2TM: ,....... WAIL SAY - I. =aT��: j FLORIDA BUILDING CODE (1109h Velocity Na Gone Zone) ' ISI :� m010 "'ra0. we-20 GALE GALVANIZED STEEL STORY PANEL OWN or lIO]EL ST EOF--- 'W '-... I. NSITAUITONS At ONLY VAC MR NAW"DWM WASA OOPON LOADS UP 455.5, -72.0 soND APANEL'S LENGTH u TO r-r_ To ? q••, s9p •• R(0 --- �'�• PROTECTION PRODUCTS, TLC. e7/3$AM LM1C 2. FOR tW WORD FRAME Dp,gMIICTIOM: Wa0 MDMM ro t SWOI[N1 PINE W. t r/ 3FYECPIC G[NDEF M o.i6 W [oLML .. '% RLE:••"' " �•i."SST A`�'•� ! A Lam ar. aI alNt1 SAME. M1 1771. I/1/1111 111kWM ,•yy �••I„�'f,�,W_ ft ww A . .N-tfN M taM)sa6-AMS. FAY, (W)6aFBM7 LI�RN r 20-176 OMwFO Nx PS HA/WHMRWAAlt p-OmeTe NLFO A ALLR i. PL n-I M. am IS M a Cn-,I-,'' W W CD CL CL V V p ■ � (n CU ew.eWd W Z Q Z Z Q ^J 1..4. SHEET NO. SH 1B1 J MAX. ,• IMI11, mm..4) ANCHORS (SEE SECTIONS ON SHEETS 17. 1& 19 At 20)_--- - "I 14MAIF. 0/17. 511/1& 31/17. 48/17. 20/11L 31 MAX.': 0YM/19. mot/to a SW/SD r*wm/t9. 79M/19 R Me/o r A?M O O O I O D O � O T a `....RIaLAA..eTSw PYu.I. i vt wti.-SdM.-rpeL 1..-- i) IawA. TtGw riwL 1 ' _ 1 A MAX a t w{ „ W/ nv I - PAWL LincrHl I 9Ya NUT'worB, Ar (SEE SCHEDULE) IAOMr t � I `. � I t e• i I 1)7HOIifOM , ) • ua LIZ----- - rwa anw txwlRAs i ) we SIX A, LEFT f IIB4 WAIL �. wut L1/17. NM//7, SA/1a J�/17, 4y17, U/f0. 3• Y;N. I' MIN. SWIII. 7AW/u a MWn9 w/ta 71W/to a UW/30 t• Am... .ANCHORS (SEE SECTIONS ON SHEETS 17, 1& 19 At 20)._ .. _ OPTION #2 FOR LIFE SAFETY STORM PANEL(L ELEVATION SCALE 3/16'.t' 1H'YF0.-W a"AP -1 VIM w1m UK SAFETY iYSbRIaID SECTION A -A SCALE 3/fr-1- / •:: 6 L 6 L _ L L K ■ i MAXIMUM AS,D. Most. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (P.s.f.) (SEE SECTIONS) 455.0, -72.0 a' -a" 2 3/4- UNBOLTED CODE INSTALLATION DETAILS FOR OPTION #2 FOR INTO EXISTING WOOD LIFE SAFETY STRUCTURES STORM PANEL SYSTEM t '' REpIMmHOAceR •� ' ;t �,. ' 1/WITMCON 9 Y ac. M�/1 /2' WN. iWIFAD[D 1/AY tAPe01N a e' O.c. .' - i :' Fi�t t//22' YM, D4iIliD :; ' "-11"'�-`/ 1. - t/4Y tAPI'AN f e• D.c. 1 ;1 _ t(�Y tAPCON B 9' o.c W//t 1''1• YW. 1NR[ALKD W i t/2' YIN. nMGIOED �'� PLIKiITpN AT WOOD NF110C1R ENCIHRAIION A i000 I� HEADER Ili - P[lETRATON M WOOD i " ERATION A 11000 KAOER If HEADER BEI jj LXBTMCLASSm am - M,MASSPAID aTM IENOM (SLR 1DR I BELOW) DY Pat 1q Ir PANEL LENGTH PANEL LENGTH a 3. j (9FL NOR t [XISr.. 1nAAaION i�.y /0 R,N GLASSlF- I 'o ;0 ISLE NO1F 1 BELOW) OLM �`IO TENT , . A,H',. (SEE NMI IPANEL LENGTH slim >• • ell ft[T IN I 1/4•P-70P,1• ! ' 7/1 _y , 0�11 P�EIT•�16) . 1/4•►-2W1•_. __ ' ItO10 MN 1 , I S TMCOIV, E' i I i I It O . _- i 'MN TMIWAOW ' PTIOXF ( d I 1 - - I A MWVWOF MNOIATTN FUR t Ea • '3- - - - - 4�rANT. T I. --® WM �p, •y I q 1/4Y-2p3/IS.S. Y.S. WI1. `-1/40-20J�4S S. Y.S. W/ R' O h e'9 . 3/Sr WYID NUT JJ 'WNSII[T 1: 'r Y , 3/JY .TBIa I 7n'AN3/32 WTVO Nut _')ANEB R I ) WASHER-i 7 _ • ti 1/2' O.0 _ t -aY IAPCON W i' O.0 IIIIF OUg1ER (BEYOND) 1 W 7AK'g1 9 T' O.C. !!, 1 4'O TAFOON • R 0O.Ci /1 1�2 W,, tWIFAD[D I � /2 W/ efUD) W TIIEAED ' ��AOG[JRm W/ St1D) f W 1 t/} YW. 114FAOm 1' ION Ai IPDWO7M PEiIA'T/RAR• - . :. PEIEIR,TOM AT YGWGIH Be PUTT - OF I'LatON Al IODr11DTN ar Pure ' " . • HOOD ARAtt 2'F4' _ -WDOO Pure IaatMau ......,. _•1LL�'_N000 PIT[ 2N' WOW PLATE `.. `.-. �� SCALE Jn'.1 SCJLLL ln•-1` SCALE 3n'-t ` HI SCALE 3/8•-1 J VC FUDAIDA BUILDING VNec + RJTALUTION6 ARE ONLY WILD FOR BMLDWOS WITH A.S.D. DES" LOADS 3N/ s CODE (High NU Gone, Zone) UP To .SSW. -7L0 PST ALYD PANEt'4 IUONDIN tP 10 e'-Y n1XDL 4IO. ill GW(Ri GALVANIZED STEEL STORM PANEL r.r. 2, FOR NEW WOOD FRAME CONSTRUCTIONWOW MEMBERS YE SOUTHERNWORK, PAIN[ No, 2. W/ SPECIFIC arms" Or 0.56 ON [auAL •Q sT -- -- �`� PROTECTION PRODIICTSF LLD. 6YT. �YL^r• %•iO 1V' ; - I�C O MNa. NOR LW el SORT ;TN F� "•... .� L. All. AHOY W.C. M1 1" 4 20-176 • 11R..� N ArlNt P v.. MANE: (W)MG-7"% WAR (6W)6Ee-W7f7 1I,-1 : RWn An-,o • a,_.m A/l/ll ►L SVA/MRWMK/DA1[ A- Ip,IPi M 1 1IILiFl11i4PE Y IFW 109 Wa1 Y er rM ,_ ... 15.106- (TOTAL WIDTH)- 12 SW' (EFTECTNE WIDTH)-_. 1 1.3S0' - .• 1 3NT0• -• -1 f - I• , 1 Ate' Y'W7• D.DJ.' YW. HOCK MI'M m STEEL ) {�y0 H101ME0 T"• EDa[ '7E _ JAW 07J' 2.500' r•T� 2214• ,2,•j• . 2.000' 7Lip•i r- EAM IMP. DGE A-653 OR" a0 MINIMUM OR" DETAIL A.S 'p ♦ ( _J G-60 C.". L9B1N A MI © a,Y,*jMPANEORMPPA PANEL PAEL's Do LIP . W/ HF?MEO [DOT:. �•� • ! to 00, ISOMETRIC L A ROUNDED CORNER M ENDS OF ►ANEL'S END LIP W/ HEMMED CODE. (N I.S) i- 125- In 1! ___► 3WE3"WaxAa ALUM. ANGLE l 75D• i 055' OFT, STOP am - © A� 11' LONG OM-75 Alum. ALLOY 121� T o �. 2 D00' t25' ,MO' T ODD' ---I O ! TRACK i2�,.� O REVERSED We TRACK Bi3'H t1 I ry ) tTs 6061-T6 Alum. ALLOY o-1 ' Dom• 1 � T7P 2-SOD' 22:4- O REVE�Z 'U* TRACK , 25' N t 7.000` © 2Wx5W(,WD3A) ALUM. ANGLE Tq INSTALLATION DETAILS FOR OPTION-42 F 9 LIFE SAFErY STORM PANEL SYSTEM INTO EXISTING POURED CONCR E OR CONCRETE BLOCK STRUCTURES 14' TAPCON ANCHORS 7/'1' TAPCOII ANCHM _. 1[4' TAPCON ALTCIIOIIS 1/4* TUTOR ANCHORS • 9. O.C. O 9' D.C. • C O.C. POURED` CONf:RETE_, POURED CONCRE1j POURED CONCRETE :'\ POURED CONCRETE OR CONCRETE OGK nixmo { 3 MOCK PEOLon .1 BLOCK REOtMIm 1 BLOM RED~ 1 }_----, 1 - - o --- ' IOU, EO L fIsn/M1W11R111NR Y 1?1 ; w pWM.p„ R ll% ! 1 1V RRP�WIO R, .� 1 If, IDWI10. w , r 1IDIR0.Ar U,Y \.1� N 0Ma g I- p�RI��pI G �� I GrAIASSST•Si.J 1 !� t/,•i-x.t >tiT' f r' 1 • !',u /.v sNt a{' 'tA 6' C, Ya-.illie~wur • !� 1.. � ... _ I � � i � �' s�iu- wR � i �aq wanAr ttC" 1 !!! Na)• Ewnn W L f 5; 1 1 1'1-20r1(4Y.S. N.S. W/A'P-i0.St1'e,5. M.L F// � � "No NUT WASHEII I /9'PAJ/32 WINO WIFE WASHER 3/37• WINO NUT "l'IIIT �,x/BY , 3/32• WING a 12 1/2, O.C. (BEYOND) e Cool,, ^, C` i1iYUUfR • 72 t/a- D.C. °M WASH" (KY'dro) � G, �'4TAPOON ANCHORS I//4' IAPCDN AMCHIORS 1 4' iAOICIXV ANOHOi6 11' tAPCON 112'OC .. _...MI//�'O.C. ...._..-�4 In•OC (sTAOwu W/ STUD) (WTAOKIN W/ STW) • 4 1/1' OC _.POURED COIERETE „OURED CONCRETE POURED CONIC EYEPDm IDARWCONCRETE NUJ BLOCKORDCONCRETE BLOCK 1OERDwCONCRETE RE BLACK .. CONCCRE E BLOCK SCALE 3/5'-1' WALE 3/8'-1 SCALE 3/6'-1" SCALE 3/0--t- in TYPE f 6R is • r* ANCHORS TAR vol-. MOM M F A ia1 T6TMLA71016 SLID 91T00 W a ,NITER WIMaW n+) A I%" IRA[ @ULDMANCHOR UNIDO AN CI 1PKNOf MID AMRKA AE ONWLESS THA TINE iOiiL OSTAI • O IW®MC MN CO. LESS THAN N91adm .RI FOR 11Q43111E MIN ram a1LTIOR fAL1110 N IGU•LYNO fPAOND CTORN ON iTHIS "..4ro W1sY1 OII.W ar RL) l -- IOAIa 410UI WRISEN K rmalL OPERATE* TAM TOISE OUML VO TEI; 1 1/r• _ A ACINGro TOR SHALL. K UISS OWING) W FLICIOII WwL O K ttri 7HFM IO y f N THI ,SCHEMA FDII aal AIGHOR TYPE ON LIDS SCIIDNA[ M I/2• INSTALLATION DETAILS FOR OPTION INTO #2 FOR LIFE SAFETY EXISTING WOOD STRUCTURES STORM PANEL SYSTEM v. ;• t ,1/sY TAPCON O 6. 0.a .�• "- j I/1'P TAPCON O B' O.C. RI.1OM AT W1100 MIN. THREADED PE7NEIRAINN AT WOOD r HEADER ICI HEADER 1 WOOD MADER 7' ` KOUWD i .. - '. ` MM. ., i - _. • ,HOOD HEM"7 l 2 ) REOIXRm 1 I I t NU, Y7rNW1`ON TO RAN saffum IMF- 1 EXISTING ON WILT u MY. .[FYIYPION ro on 1pHEDIOlAf-' .L• 31w PANEL LENGTH I KLOM)' M ASSS •�.... �_.- .:, %, M. �t;-.. PANEL LENGTH CNAST M SHIFT 1 {) (SEE NOTE . 1/4'9-20, f' n U.S (SEE NOTE 1 B ROW) ,. T � 1 I I ED' (LF9p 7r, YAOOD P1ATE 3/32' wWG NUT 214' PLANE 7/6Y , 3/32' WAG; MO R[OUNRBD "EaL WASHER O { t/4' tlC K011RE0IML•P1CR IED • (BLYONID) Ito-,0 PANELWArr PLC i14-10 PPMLM { ,//' O.G. w/+ 7/eT/4' o.cMALIHR[AOCDETRATp7NTHREADEDAT AT MOHIOM OF PUTT ' NIOwwh OF PLATE W�LOUNTIIN �� 'p WALL YWOUnN SLAKE 3/1--1` EN$ SCALE 3/B•'.1- f FLORIDA BUIDDIHO CODE Nl h Volocify Nurrtoone Zone - 4167 = NTATE 9Lo10 TIRCQ OIG 2D CAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH "D. DES" LOAM «'• * s l UP TO .55.5. -72.0 PW AND PANEL'S LENGTH UR TO V-6• - ? __ ' ,% L E C O PROTECTION PRODUCTS. TLC. STEP/AN ,,,E2. FOR FLEW WOW FRAME CON57MXICN: WON MEMBERS TO K SOUTHERN PINE NO. 2. W/ SM" DENSITY O OAS Olt EDUAI. sTi j �g�• OF00 (C ENE. NDP LW. 61 snw HONE n. 3i7N 20-176 I N'ANNSt� N NII W,rY FIL tiR aAFON n ,HP rr" U-.ON116 P- now, (N4)616-TOIL rat (65g616-aT6T SPY• M M6Y,N6 NA. INII-- RrRR A TRNf f.. P.L Nt 11aT M M N Y/24 (6E M1E 2 . V/24 0. r 4'/24jb-4 W/ « %m v. (z) - -- AD ISLE FGR 2 RYa" I i I ;I 1 I I, 1 I I I N 11 � I , I I QJG FANOJ I (WMFI N PEEL) (MIEPGR °ANAL lWTD11W 1'AAK) 1 (pG PNaw SQ MITI[ 1L 13. , I i I I I i I i 411 SR [ ZNaL. BELOW' T I I T I i I i' II I I PAKLL N 40 -3- SEE NOTE a BELOW.FOR CONCRETE ANCHORS: SEE IIOR Jr 3. 1 Ys -•- 'y-- SREDIRE ON SIaT m FW1 wwo TCRW I' WA J_ 3 ® ® GET SECTIONS ON smw to XmLOW' _ •/ ON W/D®.O • IA9i PANG r0 K II/SrAlAiO A EACH TYPICAL ELEVATION FOR S ES 2000 OPOMNG SHALL AOWTS K PNONOfD W/ REAR KAMM TOFAL7 ME NS1AltA7A0N E-P INTENDED TO K INSTALLED FROM fDY[ • 1' Or" OF STRUCTURE f^,/4' Asa OAP _I I/a• Yn. aAP T om®W/a W/o©.® j$ECT1iON-A leg -- 1� NOTES (1) DffSEfT BL.Of..ZAL'L)■■9L.5 . E - Z NANO STORM PANEL SKIM CONSISTING 01' PANEL . coot. TRO 99 TOP A BOTTOM. (2) f,('ND PANELS SHALL ALWAYS K CONNECTED TO BOTTOM TRACK CtNEWU A STOP BAR (9 SHALL K PAIDADED AT TOP OF SUCH PANELS. (3). IF E/1D PANELS AM CONNECTED TO 407TOM lRAC11, CONNECTION SHALL CONSIST OF W// 7/B'9,3/3Y WTAC NUT OR t/a'wl/4' W. THUMBSCREW INTO TAPPED BOTIOA 1RACX LOCATION OF FASTENERS MAY BE AT EITHER OF Two EXTERIOR FLAT RANGES OF END PANEL (A). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (..9. A STOP BAR S ONLY USED AT TOP CK AT LEAST TWO PANELS SHALL K CONNECTED TO BOTTOM TRA N7SR4G SPECS NDCATIED ON NONE (!) ABOVE IN SUCH EASE. CONNECTION OF PANELS TO BOTTOM TICK MAY OCCUR AT ANY PANEL LOCATION. (5) SEE SECTION 1'. 3' a 4' ON SWEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. .,.......... 3' Mm 2724 p- Y/24 ► -- rpR RpW p (Ta NCR J _ SCHEDULE SHUT PTw) T I (SIC SCHEDULE OR B SCHEDULEON WET 70) -! ,• YID. D< 61'TY} ITT'_•._ I,_ .i i i _.1/t _DG I I I II (EHo'wNai !� T'(►ritiuDA vA:aU T l[ro ►A%miTl NET ) I �♦ 1I I _ 1,I..jI _7PO JJ04lQ. 4 BELOW IKIL." 7 P WMIRS / 1 II��I (I'II Ij iI (I T t1•L I I t _ I I I 1� � �.i��i�:::_ YA_[NBOE LpO� "--,E''---'• Dy,1111WTE LDATION AT OG PNYLS) INIOKOR PAIE11 le' • LAST PMQ L(: ro E R6T. AT EACH OPENING ft BE /'ROA'0(D W/ TMICAL ELEVATION FOR OEM HANDS TO FACKTATE PbTNUTION F K mmm TO K INSTALLED FROM E-Z HANG STORM P6NgL w1O! Or STRUCTURE. WALE 3nr - 1 1/a' AIr WP }A 1H4• Naa GAP-1k SECTIONar CATION J1@_-8 , l � S) yQj MILE 41m, - I. t�1 �' (1). KFI��iOW: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL 45t. TRACKS AT TOP a PANELMATE PLUS OR 15' LOW 1 BOTTOM W/ PANELMATES (3) END PANELS SHALL ALWAYS BE CONNEC1tp 10 EPTS7ITD SRL wN1 BY YAWS OF PAMD.MATES OR, F USED LY IS 75 LONG 'L''Jri(A 1RAEN AT END PANELS SHALL K COii� TEED TO W/ 1/4'�-2@3/. A w/ 7/ 3/32' DINr.G NUT Olt Ii Y (Z3W LD fin. MUMB�REw INro 1Mpm (EkCEPT AS (3). FOR CASES WHEN END PANELS ARE IISE JDINTLr w/ 1a' LONG X AT y(7rPOM fNT CN O PANELS ARE MKT t•OFBNCCFm TO E ' B" 1RACIK x g0► BAR LEI WRIALL K PROVIDED AT TOP OF SUOI PANELS. (4). FOR INSTALLATIONS WHEN/END PANELS AND SOME INTIROR PANELS ARE DIRECTLY MOUNTED TO EXISTING su M ONE INTERIOR PAW MAY BE 1w�/U.. P USED JOWLY AEUMIES FOLLOWINGCA ST4tlWN OI ELEVATION AAp T BOTTOM Twit N3T0 wAll NOT NEED TO KKCOHtl W TO Q) BY�iW1• F�S. RKN YSFOR P INSTALLED SUCH THAT ADJACENT PANELS THE LEFT a RLGNT SIDE OF TIER OVLIWAPS RETAINED BY INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Ito' UIPCON ANCHORS 1/4' TAPCON ANCHORS OR (:ONCRErc E 111 : OR Ot7NCRElCRFTC MPOURED CONCRETE OCK RLDIAR[D �f1�' 1/4. R[OUM[D{11 7 1/4' . . eD• EL• 1 f g NN 1 faT 1q I Eils 1 t I 1 1 1 ' r 1 f E0P I r11-10'0 PANEUMTE PLUS W/ ... /!e•P . 3/32- WINO NUT WASHER • e 1/4" O.CPOURED CONCRETE ON CONCRETE BLOCK RCGARED WALL MOUM • REGULAR PANEL SCALE 3/B•-1` M 911QT N • >Q FOR ANCL.Oa lY1[ •� 1W� -_ 1f41 IYOWI 1/4'j MI�IRE SPACING FOR OWALLA110N{ INTO 1100a W 4W= SNOa 3 3 III[ MRONB W O" ANCHOR VACO f AND MINIMUM IDLE MANE ARE IIOXAIM ON THIS •AM4WIYR e...Y. IhJ , I SOCK" FORWW GD. NEST THAN NarwtEB IXI ALTP1LY4 WF CT ANCHOR WIN SC w MY iTHIOXA/ YOG f/AONC 1HORS. --.__ T_. M +X,H LN,r,r Z. oo _ ] ..___. ] Ip ABBK TV �eq tow THE r 71N AaLto SITE FACTORS. FOUR = M S,otlWION ro E P R _ .. JT _ s" F. %HI BELOW OW TWA W t* PACTM SHALL MDT FOR TAGN MITURF ON1Na SCHEDULE i t/�.'. } ,/r _ 3' - tq . -. I.N ne6N9Mau Naffs u n _ TY116 411[1MM1 p r Nere•A T E-L HAND STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERU`= FOR COMPLANCE IN ACCORDANCE WITH THE 2020 (7M EDITION) OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED Coot, FOR A WIND SPEED AS WOUNtED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTAUEEp AND FOR A DRECYONALITY FACTOR Ke-O.BS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAIIIMUM (AS.D.) Of" PRESSURE RATINGS INDICATED ON SHEETS 25 a 26. IN ORDER TO VERIFY I'M ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 HA SLL BE FIRST REDUrAD TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TD TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE PUnNOS INDICATED ON SHEETS 25 a 26. IN ORDER 10 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 333 INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS UM. USED IN THEIR ANALYSIS FAVENERS SPACING TO N'000 HAS BEEN DETERMINED IN ACCORDANCE WITH NO.S. 2015 STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE IWS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1620 OF THE ABOVE MENTIONED CODE AS PER FENESRATON TESTING LABORATORY. INC. REPORT / 2032, AS PROtOMS TAS-201• TAS-202 AND TAS-203. 2. THIS SYSTEM HAS BEEN DESIGNED TO K INSTALLED ON THE OUTSIDE OF THE OPO4W ACCESSING THE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION S VATO WHEN NSTALIATKO, 15 INTENDED TO K PERFORMED FROM THE INSIDE Or STRUCTURE. 3. SERIES LOW 061ALLATKM 19 APPLICABLE TO SINGLE ARID DOUBLE HUNG STYLE WINDOWS WH[M INSTALATION IS REQUIRED FD 9L PERFORMED FROM THE IN510E Of STRUCTURE. 4. SERIES 2DW MALiATON S APPLICABLE TO SINGLE AND DOUSE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN INSTALLATION S R[OIARED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 5, ALL ALUMINUM EXTRUSIONS TO BE W63-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) S. ALL ALUMINUM SHEET METAL VSEO AT CLOSURES SHALL HAVE 3105-1414 ALLOY. 7. ALL STEEL SHEET METAL PANELS SHALL •IAVE STRUCTURAL OUALAY SIE[L. ASTM A-6SJ GRADi. 50 Min., GALVANIZED STEEL DESIGNATION W/Fy- 50.5 hi (AFTER ROLLED). B ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NV SERIES ON CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50010 W/ SO IAI YIELD STRENGTH AND 90 41 TENSILE. STRENGTH a SHELL COMPLY W/ FLORIDA BUILDING CODE SECTM 241 t.33.4 9. BOUTS TO BE ASTM A-307 GALVANIZED STEEL. OR AS 304 SERIES STAINLESS STEEL. WITH 36 A/. MINIMUM VIM STRENGTH 10. ANCHORS TO WALL SHALL K AS FOLLOWS: (N ITT ElIfTINO POLAW COI&M- 1/4"9 EAPCON ANCHORS AS MANUFACTURED BY 11 W, BUILM. INC. (MN, PO-3192 Pm) 1/4` Y K 7/41' CALK -IN ANCHORS, AS MANUFACTURED BY DEWAT INC. (MIN. fc-3000 #,A.. ID PANELMATE FLMALC O A PAWLAmin PINY ANCHORS, AS mwurAcTumO BY ELCO CONSTRLCrION PROoutm ft'F-3350 P.A.i) A.0 MINIMUM EMBEDMENT Of TAPCON ANCHORS INTO POURED CONCRETE SHALL. BE 1 3/4' AND 2- FOP. PANELMATE FEMALE O a ON41MATE PLUS. AIR) MINIMUM EMBEDMENT OF 1/4Y [ 7/e• CAK-IN ANCHORS SHALL BE IS 7/11- INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHML BE PERMITTED 1/4- 0-20 SS SIDEWALK BETS USED SHALL BE LONG EMOUGH(SHCRU ANY FINISH MATERMU. EXIST) TO ENGAGE 3/4- INTO ANCHORS. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL, OR FLOOR, ANCORS SHALL BE LONG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHAM K AS MENTLNED IN A.I) AND IN A2). (B) IZINSING-GOHL"IRETE_BLOL-,_m%L 1/4* 9 TAKON ANCHORS AS MANUFACTURED BY I t W BtUILDFIt, INC 1/4' ► X 7/9• CALK -IN ANCHORS. AS WWUFACTURED BY OEWALT INC (T'm.ISM PA 1.) 114-10 PANELMATE ItMALE 0 AND PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS W .-7071 PA At ) DDIXAW ANCHOR OEM ow p .1 w TRANp"Q. TO CEDY AL N �yGy L17T,1� �W aL L55 b 1 I I ,.:•P wlcw �{l 1 , 1 1 I 4 � �• E.D.• 1Ft0.0 PANCLEr3E PLUS W/ ,.._ In•1 . 7/3r WIND MO WASHER (SEVOND) NUWD CONCRETE O CONCRETE KOM KOLOU WALL Mgjj�LLATIQIN • RIFE SAFETY PANEL ANA, SALE 3/8•-1- TEA) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FSMALE O At PANELMATE PLUS INTO CONCRETE BLOCK SMALL K 1 1/4- 9.2) week" EMBEDMENT or 1/4'9 X 7/6• CALX-IN ANCHORS SHALL BE 15 1/6• INTO CONCREI[. NO EMBEDMENT INTO Oft FINISH MATERIAL SHALL K PERMITTED. 1/4' 9-20 55 SIDEWALK BOLTS USED SHALL SE LONG ENOUGN(SHOULO ANY mw MATERIAL EXW) to ENGAGE 3/4" INFO ANCHORS. 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH IRE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN S.1) AND IN 8.2), (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICAIONS OF THE ANCHOR'S MANUFACTURER. it IT SOWl BE THE RESPONSIBILITY OF THE CONTRACTOR TO VLRIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO K ATTACHED 10 INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY K ATTACHED to CONCRETE. BLOCK OR WOOD FRAME BUILDINGS 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CM" ALL ANTLER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CANT WITH THE BUILDING 10 PREVENT WNRUSIOAN D/RNA INTN CA(AX D SEAL SNUFFER TRACKS ALL AROUND FULL 13. STORM PANEL INSTALLATION SNAIL COMPLY ITT. SPECS INDICATED IN THIS DRAWING PLUS ANY 6UILDVIC AND JONINC REGULATORS PROVIDED RY THE JUR1501CTON WHERE PERMIT IS APPLIED TO, 14 AtRWY WINDOWS AND DOORS. WIC. E - 2 NANO STORM PANEL SYSTEM- IS PX= POpi. 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GERM AID DOES NOT PROVIDE INFORMATION Von A SITE SPECIFIC PROJECT: I.O. WHERE THE SITE CONDITIONS DENATE FROM THE P.E.O. W CONTRACTOR TO K RESPONSIBLE FOR THE SLLL:CflON, PURCrM AND NETA.LATION INCLUDING LIFE SArETN OF THIS PRODUCT BASED ON TINS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS OOCUMENT CONSTRUCTION SAFETY At SITE IS THE CONTRACTOR'S RESPONSIBILITY. (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (a) SITE SPECIFIC PROJECTS SHALL E PREPARED ITY A FLORIDA REWSTEIIED ENGINEER OR ARCHITECT WINCH WILL BECOME THE E1401NEER D< RECORD (E.O.PJ FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR ME PROPER USE OF THE P.E D. ENGINEER OF' RECORD, ACTING AS A DELEGATED ENGLNE'ER TO THE P.E D. ENGINEER. SHALL 1il1BWF TO THIS LATtER THE SITE SPECIFIC DRAWINGS FOR RLVEW I.) THIS P.ED. SHALL GEAR THE DATE AND ORIGINAL SEA AND SIGNATURE Or THE PROFESSOTNL ENGINEER Of KCOO THAT PREPARm IT $6. STORY PANEL WNUFALTUIRER'S LABII SHALL BE LOCATED ON A READILY VISIBLE. LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1709.9.3 OF RORRIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. UMEIINO TO COMPLY WITH SECTION 1709.9.2 OF THE PLORIOA BUILDING CODE_ INSTALLATION OLMLS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK ppWlpoo.oYW �rWBW tp�,fL AAIrAW Hal R9 � Ga+1• ►Yld Dr„O�[ � ITT War >ri I M FIi f3� i 1 I 1 1 I I MI L V. I WALL AND DI�R�E+}C� mwmn�INV, 3/6.1 SCALE 8 OF ® WQ 11P1UNCAT" NMUFA WM M VKAP p0P fA AT IO N qL a (�] py� 111 }NOS M ' W16m aN HOOD a rILTA,A/nr TINE N Pal EL L2N / LEL••Dia �) IlM ,EYfOMMiMM LMSMM IQ- f 9OrFO1I MRIN1A16 CAN a1 AN ILA TO ART AMID F. - AM S4•M4S WIT 0.44.,E N U.r W K. _I 6 d'd q -r w NA• 1 7 «, T_ Nr I A.L,,yogn. 1 • I 1 'Now. Y/ 1 f 1 1 1--. - Sit L TUIL..AL '• R KET oNT Y ,. MOWN I-ra1 WnxIOWIYaO DY NW w Y • 1 ro RAllf ro RUNS. I d 1 I ) I �� 1 ■ IlUll j,/•1 Yl j P^ I6 1 3 ORAL .,,gyrR ;... /I:•:. Y//.P6ypw�1//.3•{YA a / ) m O01116' pW / '• oIe.�l' «... J 6 `4A , v. .DIIDt1XN0 FLOOR TO CEILING MOUNTING INST. BUILD -OUT MOUNTWO INST. SECTION 3' SECTION A SCALE 3/0- 1' SCALE 3n-1• Nurrka me FM °WIT NT IYON .Aar,► VN" ,NEW 11noR) N N ..0 O N Q 0 O C Cu 0 -0 CIO c p 3 u O .w -p cn O O Q L CV .0 ''V/6^^ Q li© i L v y i � v � a � J A �• 1"6 � d N q3 '�• 7d � 9 A V .r L N (D CD t cu O CL C�/L 1\ U cu9..4 O Ucu ■ B� V, 9adWd Lu Q Z Z J a SHEET N0. SH 1.2 MAXD1llM A SD. DESIDN PRESSURE RATINO U a.f.t AND . • LORRE'SIOMDINO MA1DYIlY tiTti L PANEL LENSf`AAWEMxe FOR 1DDE1/20D0 E-Z 11AM 31TOft FNQ it NTKTxu jVA, O OMLr TOR PANE_ IInTA,IATOMS AS qg «rnnNi j_Rft 4'. sF1En.2AA TFk%MW A.S.D. p' u'r - ►� 710N „TO TO MTR16 (SEE GLASS EDIIDN0011 SEfm .M.O. -76.3 _ I., CR LESO 2 9/rr ROOM • ''. !11... W A T'W a 3SO .60.0. -73.3 wOR LESS _. 2 7/e• IOLTED • 4' IF 411 Wr FWOY •BOTTOM Or MSh& t IWNOq)F AT OVERLAP i 40111 OF PANEL LENGTH •I • 1 7 .121 1 �1 1. .H- ,.Il ,.H:,7 • M :RANI 1L1 .NI ,:,a / 0111111111 -- i.. ..1 ..1. ML . 1.. 4 ASA�O[S6 PRESSURE RAT1141 MAN" ANCHORS S woom FOR r-G a - ) 1/r H- APPUDE iD r,,. �rm*N 9" AMReNM FARM LENGTH IV(I-)al. UPCOtr CAA` -WI PAtMAATL fF3Wt 0_ PNIxANIE FStS TO COIIl71[1I Lm >0 CONCRETE ,,,,, To �OF 11. N/A 12' N/A 11. N/A 12• N/A 1' a 2' (TOP) 1'. !•4 To. 3' 5• _ 4• 5• 4• 1 BOTTOM) 12' 3• __ t2' . _--_ S• y CO.6• 6• r I M) . 66-0. -.76.3 N/A -___--- N/A N/A N/A N/A N/A ........._ 12 In. ._ it* T• (BOTTOM) 70, ON LESS 7' N/A 6 1/2-N/A 4 1/2• N/A 4 1/2• N/A 3' (TOP) tY N/A 12' N/A 9 1/2• N/A ��._....._�. 9 1/2' N/A 3' (BORON) 12' N/A 12' I N/A 12• N/A 1T' N/A 4'(10P)12' 6' 12'9 t/Y /2• 11' `- 12' n' 4' (BOTOM) 4 UMEED TO 00.0 p-1. AS.O DESIGN PRESSIIIIE RATING. e SEE OW M FOR ANCHORS WIME t SPOOK FOR FKTNiATIONB 070 W000 row sua01LL IAIAIAM ANCHOR SPACOM NO NINYUY COOS DW$= $M INDICATED ON THIS SHEDULE PON 1.0. LESS nm trD"un ON mom" MAYCE ANCHOR SPACING. IF YAIRRI6 SPACING S VAM ON SCHEDULE or7•E FOUAW O FA"'M FOAL na To K POIML IKDUQUD 9PACIW OOrWW V901C I MAL S TMW ,qr WE IISf MINIMUM SPACING OM400 FOR GW NKNOq TYPE At ANLYIONs flow ?ft I -1/1.9 //4� 1n'. 1/P. -._ tAFml tW10L c, ewK-N1 ^. HR I.aIl09 WING" 0•1) 3 I 3 I 2 2 ./7 A•41-w LYIINTp to 3 -• s 4 3 P•Ar4 ONYTI. V 0k) ._.; _ 2'/4••... 3 try a ROM. O room ._ 2 I/r _ y_r _ r_- IAA _- --. - 1� w - 2, _ ,m I - f HOG 1 + 1ECAmPti5 WA. owma 6EWIErw Sam OF PANEL I 11 I ++ Aroualts NPR. owma 6[IITEUI BOTTOM w PAWL 1 AMC (D To TIC 3/tP L31111V I M. Hurricane �OAPON TS FOR REGULAR LIFE SAFETY do E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-11 - .. .. -. -1SAW (TOTAL WIDTH) I -- -- - _ _ - 2.ur- - _.. __. - _. _ --12.500' (EFFECTIVE WMTN)- .. -. _ -.... tt _....__ _-_ 1;: -CHIN' I i N T,.- ' t/PAN-10d 4• -. .750" -. 1.9. STUD g. • - 8 1/a' (IMP.)-- u�o' _ .. 1.2s0• r TOO' Ras COBS• .725-, ' TO 0 19 • t MC _ 13so ._. 10 OAY K N VV=) ,,,,. ,SOD• •• OR 0 12 ,/r O.G, .2tO � / HEIIMA . fDGE O0.0249ROE0 THICK AM AM �6 ;; r "" L,' I.e7,• :.� qB4 • TYP I ' _� 6,/t0" .�• •`_ ' 7 1. ...tE p, _. y. 1.015 ' - � - -OITAL A NRAOE a AOWMAA G-e0 GALv. REARED EDtFF - : 2.'2S' T_ 17-7 1�1;1_ , _ __. I -- --_..i i2s 1 .17M' 1.900 �. ''`ITTPy (,Tr•) Q STORY PANEL 1 '- -- A ^ E -___ (.... .. I 1330' 1 330' - P.VIFUS LHALL K 46TALLO KEYS FROM LOT 10 Rea W/ 1/7• LEG - . -• -- 2.317' . .. - 2O •H• HEADER (�) •F�$� O4 e E WITH STUD AT DID AT LEFT WE a PANG ' w PANEL i2eo Avert S OAO LIP / / - W/,FAMED ro" y/ / ' . "Cr,Mr ; - ` \ •.�-_t_J.i � �- ` 376• ;t_PM _) _ I I•►Ally � 0.05' ; 133"... .._ _ 0.270, ' � L11 L j 1U� •e2s uiVu s'IiEL • 1 i !• H a3is• �9 0.25010 Y.. "1 - - 2.391 • - 2.:50' - - 1. - 0.250 1 407 901•....'.1 N.l7N' �'. . -Soo• rFNL- L WDETAIL A 133*4 ' r_ _ _r T `C' ,era _.. . 1 OR �, 1 - , ROUNDED CORNER 0 £NOS OF PANEL'S 1 - �7 M. (%-�) ,•-2.37s' -. ENO UP W/ HEMMED (N.7.5) EDGE, I. 1^T1.111. .375•._. 125• , 3.750' �2, 9MO, L' (MP.) .T9 .091- 067- _0 ' ( �- EE a drPAKL (�) KEY HOLE WASHER (�)KEY HOLE AT PANEL 3/05-H1S4 ALVY. ALLOY M�Ab1eE.-A AZM - • . ' I I.1N• -• 750' - D91' AW ' ' • a sEt sleet a FA{DnlalAl AT 3• LMTA?Wa W SLEEVE U)3NOn, S , 1'. I...._ ONLY W4N1 FOR INSTALLATIONS HMO Li 1 ,21 . - 2.5• ... 45 1.2So' , _- .375' (�)M 3 C2 i /8W 1 .I � 2,000, . - t--116' L I I -1 - (TYP.) 2000• 1 . ,r,- • WOOD STRUCTURES REV. •H• HEADER (2).. moo• ©, EA J• HDER O 1 f I ("P.)H t- 760 9- ® SLEEVE i" MAX. IN. 1' Mto S' Ma. - 2.000•---' I UN �/� ANGLE V I i "IN K Q PANEL�OWER n4 ,111' .TOSS' I t.671• r .1. L ----- 3.000•. .._.- - - Auor 3e+--...2001 _ - - '''�t6p (-- , .. ..0 -i i"• ..70' '1)s' --. AA,441I/N/INN... .. • TI(�/V, (11 1/4- WIDE) NON �,. ••••••••, •••.•N (USE ONLY FOR E- r10RM PANEL YYN. -i T� •�:• vC;.ENf�. •� SYSTEM) 6063-16 ALUM. ALCM : NG.44167 FLORIDA BUILDING CODE Non High VelocityHu leans Zone ..-k, i.000.1 1- + P ? ,,1I 680' I. 123' 'li 5l. ^--RAW Ij� MM. ® 2l. �j _ AWO IVNZO. K. � 24 GAGE GALVANIZED STEEL STORM PANEL ��'M: 1, 1 DO. , MO � wnF i - tr'��- STATE OF ' 250 9F/27/RMO •_ 2-000----. ! -1 - _- , •---- SEE SECTIONS l0a• - - 'Si o •. , Qi••: \ """ 0 il. ECOINe. uff-m11�y PROTECTION PRODUCTS. LL.C. OW. .M &W. Ill SPAN i© BUILD -OUT "F" O4 BUILD -OUT •r.T TRACK 13 It ®ASNERED Y l . M�a1WR'•aT•Hr/ •tiP� •W�m�-"+rrl.A WINQNUT _' .-..a • I:rc L;o°°6»I_ P"m ("-)@"--I"OVAL & M. 06-)M-an 20-175 tlIM•q tAr TRACK ANGLE (ZAMAC J ALLOY) ►.L YN/MgMTAE/wR � rt rI Rat 3 a N - INSTALLATION DETAILS FOR REGULAR PANEL Cl) INTO POURED CONCRETE OR CONCRETE BLOCK STR CTI�URES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS .-.(SEE 9NMULL ON EX'SITNG POURED 00NCeE1F. (SEE SCMEOW ON IDUSTING PORED CONCBET£.. SHEETS 9 THROUG14 tO) OR 0oIICRE7E stock - SHEETS f THROUGH 10). REWI/UIREO RETE eLOCN REQUIRED. j/ ; / /.2L TE lfG CONCRETE R r l' pO5T111G POURED -..{0. � SEE SCHEDULE ON 1 CONCRER REOARtO i, SMEE75 9 I/NKIUGN t` ♦ r ♦ , ._ N // i2. ((� ,-ra - ta- . W." IoI WLwR NIAD 1 = `L.7- I 1 /. "," -'THAN Holy tF fC1NM OR r / ,f 1 4' .. (1/4' CLXO2ETE ANCHORS ;. In•-2, it. MA w/ ,an _1 MAX " 1/AX. / ' : 111SHEETS F I (SEE SCHEDULE ON I,/r _..._. f I I MWOUGH 10) , ) 1//IY-AarI E,EO .¢1._. / /i/PANEL LENCM f `,.)o4W pG d.,.,,yr�b`rI 1 IWe. `''i I L%IRRF�e1)ED (Six SCHEME DLLs 1 I 1 � I o"TIT 1J.1-t0.1'I('jay 1Fk p9Isc ",,:./ � � 1 S(NS e - ... I II 10 CLASS I ..• ; I.J' ON SHEETS SCHEDULE 1 1/AMgat• � Pa sIW RNeI TO DIMS t tn'P-1o,' 1(SEE 9 a 10 A �A� ,WON aQ r-9') Y• M, (SfT SCED11lE ON 1 ttI w WN® I ON MEET 3) I :' AtAaOaaig SMCER (� AT4. SHEET J).. AY V Ti m"%: � •� .� L Y ,e�E6I � Y..T I 1 1 ; ,1 -aT _ ( SEE MEANIE /) LENGTHSEE (PANEL ON SHEII 3) F�111 _. -.. SCHEDULE ��; 1 E%Isn I TO GLASS. I DLASM-) `, i aM sMEn 3I (%Avs 1 1 O I AV.. �1' :- f(r+CC SCHEDULE 1 -.._ -_-(- SOX r ' 1 0" 1 / O ems, I : °� 1sox 1 L E.D :. :7 I [D I � 0 12 1/2' O.G . .�1--. _.. t .. t�ENGFM �' I I 7 I Hp' ( 4 1 T _ 1 I -/' + �f�H'619 wts F E. -___ 1 1 - I CONCRETE A•KAOWS /� 5. w� a ,/c Oc CONCKiC µCNORS I \� ' ($EE SCHEDULE ON ",h (SEE SCHEDULE ON 1 .I EXISTING POURED r � .• .•' 1 , I EDGE OF WALL OR SW SHEER 9 THROUGH 10) r x SHEETS 9 THROUGH t0) '' f'q p 2 1/6' LONG MA%. ALUMNW .I RCONCREIE ' . .� (LT. CONDITION) ' .+..�t �.•// SRACERS 09 1//P D.C. VNJD FOR ALL DESIGN 1DA65 AND PANEL /4, IIHG POURED COkICREE t F : ,' OR come E 1iLOCR [%15TNK POURED CONCAFIE yFwOMS PER SHEET 3. /' 011 CONCRETE BLOCK CONCRETE NNCNORS -.: REQUIRED. /• MAX, LDNG ALt11AN1lIM SPACERS • (SEEON RE[KRRED 12 1/2. 0 C. (SEE TABLE 01 ON S RSCHEDULE S THROUGH 50) '�_ _ _t.D-. _ 51HELT5 9 a 10.) CEILING iiTING JR111 NTING WALL YOUNTLNIS (DIRRM�• MOUNT■ W/SPACERS(MOR II& SW[ ,• SCALE 3/6-1• OPMC.AE 3/0.1' NNa A �ti� ... l/ram 3*.... ENS.%.. FLOM BUILDING COOS Non N h Velocity Hurrlo0ne Zone § 44161 0'0 '01L1FO° we 24 DACE GALVANIZED STEEL STORM PANELf.P. OAIsI F, _ NOTE FOR cumu TAT1EMl m. unamS;. * . * .. * a _ E.D. EDOE DISTANCE C-_GLOBAL SEE SCHEDULE ON STATE -'_'.� Itr ECOINt. PROTECTION STOWPRODUCTS. �' " ( HOP k BOTTOM MOUNTINGS CAN BE �p''. fl p - . ' • N00 SCAN .1 'slim apE. FC 333,/ SHEETS 9 9 10) COMBINED M ANY WAY TO SUR ANY /�'T.ry//.L/7 RW Rw &. ar n mr ' �2 ,/ - - Nw WPR m. I" .ERN F7rNM q,a1G. ")NO,-7"& M. M4�a1•T Zoom INSTALLATION. /Q Y - -- - - - w .eWuw w ,�- r I,YAW6M ALP-. " NFNIIREB�/=wuwf9AFC� WAIM A411LL�i7Y., rL 4 1WSD 6 M 10 INSTALLATION DETAILS FOR SERIES 000 & 1000 E-Z HANG STORM PANEL (I INTO EXISTING WOOD STRUCTURES +/41A LAC, scRL,VS • 6. O.L TO/ /7- HIV THOICAM r MY"TIOM -- (3// AHh1 ]•..• Wro W/ - b EXISTING WOOD-TADI71. ♦ 1'LADER IEOVPKD ATDN II I rUt OR ON EDGE 4 Cw1. 4 6A.S. n fNo a I m ,I[ a 'T '' F.70..1/r7THUts ....( 11M IT. rl/IiROW'M /32- r 3/IN6' A.. POP RMET NOOU IIPIrOFtt LLI MI6.) iH OF eSEM IS9IlIRN 7 2 0/ W wo, ! 10. I ! - a �.tTil " '' THUA03CR(9 (SEE 'On ,A w3O,) 1-L--�.4._-__ I ' I -UWrv1 MTI(IN• 17 1/2' !I /4`4l4J 2•PWFLAT u,6 w �i.,;§7;1_ PATE Rf0oMt0OR ILAl OR ON [ODE.�„MN[1MAlE rm tu%t 4' �nDO o(AtOOUWn "W A T ,/,A,;"W . ALTERNATIVE I SCALE 1/.•-1- SIDILS I. A157'N.UAT,om ARE ONLY vAW TOIL BALOINGS WTM A.SO. DESIGN LOADS ,V TO ♦IM Q -75.3 wl AID PANEL'S LDOn. UP TO S'-10' W 2 FOR WOW P90YN CONSTRUCTION . R10 9[ SOUn1E14•. Ef ow-V NSITY OF D110DD $5 oftN� 1D3 IA SEE SFDGPM-rt MID REDUYE]ITo POR 1 JF r f1PABA Al TOP As - WELL AS AIVLI CaTATkLA" DIRKS OR. i 91ar0 ",ANTI lXl 21100 AEXAATKA/LLN TFL oV 2J Ann rw mLT_= I.MI ar .srrY,. Tort MOTION MOUNIftm CVN 91 GWgpKD IN ANY CONDIGN TOP HEADER WOOD F1 k, NET •M w., m SVO AW 941AUA1KIN SCALE: 1/4• . t• NOt1 S'ARRII 914:0 HIT! 1:W'AN 1`OR CLUMITv G_Yff. L naYLl t IYI•elWrAYwIA AI TDP lY! xorrOM WITH TBAFILS :FOR • MAXIMUM PANEL LENGTH "L+• OR "L-" (ft.) 0 MAXIMUM A.S.O DEW CONCRETE IS WOOD PRESSURE RATM RMALIAYONS 1 .1. . or - ) ( ) - W 2111.0 I F7z-0' - - ro'-s' !a0 11 -I' 310 NO t0• to'-0_ 4a �0 -. 10-NC_ P-4' 4&0 9 -e' a r 9 T e 4 - _ sac _ _ 3e.o-.. . e r_ __ a a' NRLo -3. r r -.... 2 !L r o 7 3' 7 Y r o 1 10• s 7 _ e 7S7a0 _ o [Ado _ _ _- N&o Sao e- s•� - 6.-,. ESA 1.P.. ! 0 ra00 a 0... 6 rr'_. ^ e.3*. J s_ �__,`�012-1_0000_7_ - _ �. 3 r 3 1' -e•-e• to I --- t 44 LAO $CAM 6 6' OC. W/ %T 1/2' qn. IMRADIO PIN TRMNON, TO Osn.6 WOOD HEWER •[A LIOw I, NOTE A BE DETAIL 1/24 • Cr) i _5 {!) � + 1/-'--20.3/.- - .1 SCREW W/ k, I y1i I g •1 it i , I M 1 -I_ 1 8 Q11/14'�A.[�-��'/�p)�+�22+{{, q yr/ F f-. IMR1Mp5CA - E IA "no") I 1/2- YW, TNRPAOLD PENTJ%. -- NO. 2•0- wo. kxt N(OARID 'LOT , /.•. AG SCREWS • a•cc W / / INNL- P[71[TNA ION D IEADrn 17. OG YWC 4�_ ,4e+' M. f S lAFNDo• QD ... 'I IuE- OCIA1. 1/24 A TO MILLOA')) HCADD, REOUWD 7 ,to' 1m -- MJYAATm __ 10 RUSE I 1/1'.-7a,3/.' 11 7YY//NN66•wi3'r!T'' 1 4It 1 3 C«, y , I I ill I I' i - j I__ t .•F-MATH]/.' ws 321 NN OR 1 I' Ym '_ /W �SEi3/F. .� I 1 THLP19K% --TOIL to 9flNNr) '. 6 "%,ROD " M.S. W/ 7/e•.w/A- 1,7' . :.I Cent Y . NtR 0.4, 1/4'. 1A0 samm • 6. OC. / 0(2)) 2•' 9O d4 REO,WYDor • 11DWIOIw TYMAD(D PEN[wA1XW A.It A, a ON EDGE ALTERNATIVE SCAU I/.•. .� I' FLORIDA BUILDING CODE (Mph Velocity Hurricane Zon .2m mwm - 20 GAGE GALVANIZED STEEL STORM RAINIER I AMAIN r, IL ECO... GLOBALPROTE' PRoo '- '- "I ". Ott Ho" ILL" 5' .RREI • aN,q r T.W. n. 7n'. A •. NO NA 4Nam ..1. •-GM: iMgo-m-S.. "A (.I.""-", 20- 176 JeR.N-.AY '01NI -1M1 rA-TOW710 w A'I+Y•C 6- YIKTR A. TILLn 4r 11T s11DI1 N OF e III,2/4 1/4. 3/4, 4/5. 5/5 k 8/5 �JW/6. 2w/B. 3W/7 t 4W/7 ANeHogs 0 So" _. ._ _ SHEERS 0. 100 4a11) il)--_...-__ _ _I 1 I, MAX RIM. - __.-- -- -- --- -- ,W----1--rlr-'--'---f--1'---(--rT'• rZ-T-r-I-- I--T-I--I 7 _--E-T DIKCI I COON_ hO ALiAGtl.ixe _ 1 T - - MAXIMUM PANEL LENGTH "L+" OR "L-' (ft.) 0 MAXIMUM A&0, CONCRETE IT WOOD PRESSURE RATING INSTALLATIONS f kPI-1.1M-_ 20 _ 2a0 _ _ 12•-to• If'-7- "ido The' Ro'-»n_ -- SOD 10'-10• s'-Y _ 4a0 e_� r-2 .. 410 -;;-I- 90. .0 _ S.-i;_ 7 -e _s-r I'-0'- SS0 3 7-1' - Rao- --s o 7 -s. I6.0 7 I 7.2• Edo 7 s e n' 77.0 - -'. 7 I-d- _Sao _ 71-t-•0• s'-5' 7_0• _ r._i ,--,--!to polo _. R-,.." 8'-7. two e'-2 s, 10' ____1_____., 1000 - 9 J 3 7• IIF - s_-, I FSO - 4'-10' --- F• e•.._ MNMUM SEPARATION TO GLASS SC/EDUtt mull" PANEL L4RDN WINO SPIED A ,70 -, I, I WHO SPEED 2 170 _P.n (In) -MIRESTRA111 RQIRF/IED UMMESTTWMED RESTRNrED 30 OR LESS I' I 7 0• 5 1/4- 333 10 so t• ,• 7 1/2• 7 1/2• TO 145 �r 1' 7 1/2- 7 1/Y F)90 31bID7 I---- /' 7 1/2- wTTOon TOP M DIRECT MOUNT 1. WADER •1. nE.40f71 1.>SRk1IG.5• ANGLE .r TRACK :� W 1�y/IOWA oLDSY N3 - I DIRECT 4101171E 4 4 12' 32, '. 3S so- 1. 4 1.3 1.51 STUD ANCLE 36' 32`-1 32- 32• 42' i 36' 30' .._SO' E •A TRACK ..__ Ss• - Sr 12• A7�• 11 St. - SOL IW - - . • - . " 3,. � I �. I .�. �• 1 s0' - 32' .. 36' NO• Sf' 66' -1. MAX ®' U or )lam i ; � j,/, I V l i l' ; ff fl II � Ill a I I I k -�- I,_� [lf i ,f f �� ` � i I i r I f ��•.yy�� _ tIHBOLTIp PANELS j I I E ' I I'7 SOLTED ,PAN[LS �N-10A,' (SEE SECTIONS AS _ I - PTA M.S. BOLT W 0 EA trNEPLAP� I 1 APPLICABLE) I I I (SEE SECTORS AS APPLICABLE) I� i! i 1 I I i 1 ) i ,� I I i 1, 1 � i I I I II D,M..O3.® ;... _ f...�; _�_ I_1- .�_ �_IL� I - -a a a . I _.1 @Dr® WA _�! L.. 3• WX - , WN 2/4 1 /4. 3/4, 4/5, S S k 6/5 ' MIN. 1 W/B, 2W/4, 3W/77 k 4W/7 _ _........___...-.-ANC„CIS (SEE sCsaw oN SNEOS 0. to all) - REGULAR STORM PAgI�EL I ELEVATION /4, Mo. GOP LM7• N.T S. - Wa (ISM. OA74 P T1 WHOLE WOUM �,� I47t GAF^��--�---�T -- �� SECTION A -A N.T.S. 01 "DIM (1) L4. MAMMW ALLOWARL PAMM LENGTH FLIT A HMV POSRNE "ll. OEM LGAO. L-: MAX ALLOWABLE PAM LOOM FOR A CNEN NEG7NE A&D. DESIGN LD.O (2) PROCEDURE TO DEYVMK MAXIMUM MULL 1O4711, ONLN A POSITIM &S.O. OfSIGN LOAD. DETERMINE MAXIMUM REEL LOAM 'Li FROM SCHED LE- CNLN A NEGATIVE LSD. DESIGN LOIN, W"Y&" MAMMUM MNLL LENGTH Y= FROM SCIEOLAL F04AL MI VAN AUDWAOIE PANEL LENGTH Is 00" TO he IVA M nrnmaEO PANG. L841H BETWEEN ii AND 'I-*. (3) SEE sodmu BELOW FOR MIN. RANEL LO.M. TON PORDSnY OVNMIrArom, INPAWTIONS MO WOOD ARE LIMITED TO • 95 0.91 MAX LSD. DESIGN PR[ySURE RATING It. 16 a It FOR MAX. A&D. DESIGN LOADS a MAX. PA1/EL LENGTHS POR I. 44167 ' •ew 1%1Wa we *i ; * f_. I I. Ta1Elx `-s: IL ECOINB. 4` '• . ORIW :' 4 I _'LL_' • S Ccn_ . •'..1Olr_ . /,TAN •+u .. NO, 0. IN, AN. NaareRN.L T 24 GAGE GALVANIZED STEEL STORM PANEL r.P• IIMWN NO, MAL PROTECTION PRODUCTS, U.C."/G 4s00 Is E, AHED 9NIL n. 3"to RHORE: (1w•3ew-TAN TAN. (nr)w9-rrr7 _ 20-175 INTO WOOD STRUCTURES - T .. , _ ,Ii __ _ _ I SEPARATION ... I � 1 _ _ 11-'•., wooD ANCHORS . I- - I �' TSEE SCHEDULE ON 1 '.-m.t• (SEE HOMED. ; W'►-Ar �H,,, OR SHEET e0.1S W ,t) eQA MM[[T k-_._._____ _ - _ ,f . -:f, :_J on ,>� .._ . I a Fw ARLL 1. _ _ I'. "' ., I, 1. I1' Mm. I 1 EXISTIt�( ■ R WOOD NFAIOER D 1 PANEL LENORI I I ( 1WOOD ANCHORS i I CLASS 1 I I (SEE SCfEWLE WOODED - .. _ .I. 7}i ON - ''. ..QI I'-_.-: _:.__......_..,./• -.;..- ONyli�F10R -; ,�, 1/4. 19CHEWlF CER A L MAX. I I /1 SOX 1 0 SPACER OF t' n' IE I ,, .. 1✓ INN(. i-. I WOOD HEADER..Ll• , 1 I ED' .• _ j '�, : MM. L REQUIRED e I . - ----- I 1 _ ,'I .- I i '., -, IIII f EQi .,--_-I1) • _1I. . _ I i �_j�� I .. r ;_-_ 1' MO, LONG ALUWNW SPACERS 0 12 1/2• ® 1 I 'I SEE NOTE - BELOW FOR LIMITATIONS AIIIONS role Wn_ I . �� I t 1/2' ILL 'SCNEOUH i, TONG SL[MS, I t' PM%. I / CLASSP LCNOTH 10 GI/SS I 10EE EL LET f (5I i __l__ SEE I ON SHEET 3) I (YI' Siffry 3.F I I ( ON SHEEI 3) PANEL, ANTE E PSC1ED{1lL ON3) E .U, PANS (METPANEL ON SUER ,p-2ar ) I %. 1 ..�. q I Min I ,) j ! ION EXISTING i ' i � ow -/r) EXISfIt{Pr. _.. E TOO GLASS. . i 2'.4• WOOD -.. -...' -1 RATE REWWED GLASS -I 1 __-. I CLA5M (SEC SCHCDLAE- 1 I � I I• ON SHEET 3) I �j DIRECT MOUNT W/ SPACER 0 - _ . _ 1. -_. _ * I ALTERNATIVE 2W' f NI � I I �-- t -_ �A, MCRF 3/R." I I sox I )-� I 0 12 ,/2. O.C. SEC TABLE /i ON SHEET It FOR MAX. PANEL LENGTHS t . I N f •L• I WX. A .0 OE31GN LOADS FOR THIS INSTALLATION. 'MAX. EO -!r I -I 4 L___ { , 0 12 1/2- O.C. I - . . , ... 6 ! " - __i --------.-.. " i _ SUM ANCHORS * * YS1G I '. - ' STA6E40E0 W/ STUD ' ... ..1 ., _.I ..I .. . E( -.. _.-- . ;; I' i (SR MCIEDME ON ( x'ABI M MT N I '/r LONG /: '. Ir _--_--._.____ /ti I * i SHEET 11) (y MWl1AM11W f A 01EAB'�Plxsn110i1 rlal' � r-G• + I 2'NA• WOOD _ .-1`*!1 .NewN .• &%am Now `-""-. *POMP W ROW 11). PLATE REQUIRE : 'i, 000 ANCHORS I 1 . ' _ IS FA04 W/ STUD 1• YM. WVAMTION to CUM WOMMW '2•X4• Wo00 I -.• f 'T ..'... W AIQIIaI OIIIK 11•AH COIPa1TD1T Y IMAM YAE FDWC w OR • ON MOT 31M1 N F40u m ,D t/P N PLATE REQUIRED 9f:HfWIE ON ONIMIICs ! , _.. .. _ AT e t/MlOWm 'LATIO �rWW (SEE Ipq K WEE NNMN RC r•lP�n•wVIMA •' SHEET 11) W,WRWD 0 EM 1 SrQT Q I (1) 11AOM AM OUM ANCHORS - MUM x HII. -M ll .t. (3) MAX 24 OAK FEEL LENGTH 6 LMM W N' A ANY MOM i - . ,.. f I O7N W A 00 NG,MN FROM AMU PAM LDWM ALLUM ON - (n wimm slaw PRAM LOOM a I IDOOAL ONE/ Ill 7L I I (4) IOC wow WAM SOCAM � I M WALL M�ryRry�,�prTssRpAsG (S) IRael ,a wwa r 0 alY mmuAnaA a" or. wwm So my TIRO AN DNnM ROOD rISYN set. sCNL s/0-,• OND FOW We 2W10 ,. 4 AM 3 AB wmu N ARTY ALTERNATIVE T W 01W Ap THE2N0 (Iw EMUoI,) or tIE FLORIDA EWLOM SCALE 3/8-I' w) OWPIIATM WWII OILY ICI WOOD i O iNoi 7•3•n RIME I ._._. .. j _____. a lF -- A. -y� ....... <- - - - - - -- -- -- t1OIES: �?:' �tCEN4�(' ;'� FLORIDA BUILDING CODE Non High Velocity HUrricom Zone A 1. INSTALLATION ONLY U FOR MO. $.D. NINo R1Q0 AW rJ. N4IE_E96 CON91NA710H OF SECTIONS INSIGNIA ARE 0 VALID No. 44187 '; - 24 GAGE GALVANIZED STEEL STOMP PANEL DESIGN PRESSURE RATING (p.s.f) AND PANf1 LENGTHS 3: * : * ; * oww Wn ES TOP A BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -r- 0/21/Mu COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') =$'.• STATE0F 7 ' 'I ITI.IECOINe. GLOBAL PROTECTION PRODUCTS. LLC. set INSTALLATION. ��` •. FlOR1O - -- .e0. tr. A,STOW"A • 2. FOR NEW WOOD FRAME CONSTRUCT)ON: WOOD fi•iW. AN, S. r w ' • rt 14 MEMBERS Pwt• (wHler-7wa FAs' lwH)N"•9rn 20-175 MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC S%"""'-•:L '�% MO m-,w F., am w- rA••efp91 M DENSITY OF 0.55 OR EOl1Al. //hlM uWaE m AK•rr rR Gn•.Na r wM. A A_ •l. ' ROT e w II GIENM NFITFS AAun 4w1 �reu.• �rtr �w a B_7 IAMB• TPA e+• (C� E0.:715)LO w0� +uw .SP "IC-2m1fi LS__.__.55_Im I RORM PANEL SHOWN ON TH.S PAODIICT EVALLMTION DOCUMENT (P ED.) HAS BEEN VEMiIEO FOR CtWPLANCE N. MCORDANc( _ t/4`1 TAPCON ANCHORS, AS MANUFACTURED BY I, I.W. BUILDEX, INC WITH THE 2020 (71A EDT") OF TIC FLORIDA BIU XW, CODE THIS STORM PANEL SHALL' NOT BE INSTAUFD AT HMIII - 114-10 PANELIATE FEMALE 0 AND PANELIAATE PLUS ANCHORS. AS MANUFACTURED BY ELCO C'ONSTRUCtioN PROMIC,S. VELOCITY KRRRCA14C ZLXrtS (MIAMI-OADE / 9ROWARD COUNTIES). - 1/4.0 LAG SCREWS PER Nos PER DESIGNn r F A WINO DN 16C9 OF THE ABOVE MENTIONED FOR BASIC wINO LOADS CIOE - 7/'6Y • 5/B' WOOD BtSNRG. AS DISTRIBUTED Br AU poR1I scR[w, NOLT a SPIS.IALM CO t SHALL Ei 0(SDICTI p I r a l SPEED AS REQUIRED 9Y THE JURISDICTION WHERE STORM ANY at1 BE RSTALLFD. ANO OR 0 REC11OfAJTT FACTOR SPIXO N H OR T KO- I:E !-le AND SMAtI NO CNCECL7 ME MAXIMUM E.U. DESIGN PRf55WE' MTN1G5 INDICATED ON SHECT9 W T AN I i F PANEIMAI PLUS KO-9 USING AS [ I MNOR)N THREADED EU 116N TO W000 OF APCON ANCHORS SHALL BC /7 AND 2 OR ELGD E ALE 10 3 9 12 IE t 7 1 F I1HRU S AND PAMELIIALL FEMALE D r P t W ORDER ro vERiNY THE ABOVE WMMTIQN, ULTIMATE DESIGN WINO LOADS OC FRWNED FA ASCE T-10 sHINL Ut THIS PLDUCED TO AS D. OCSGN PR/SWRF RARING BY MULURYING THEN By 06 IN ORDER TO COMPARE THESE W/ MAX (LSD) C2) 0*0" THREADED PEWIRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SMALL BE 1 1/2' NO rMRE2ADtD DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THOU 12 t 17. 16 PENETRATION INTO STUCCO SHALL 9E CONSIDERED AS PART Or ME REQUIRED THREADED PENETRATION IN ORDER TO VERFY TEAT ANCHORS ON INS P.ED. AS TESTED WERE NOT OVER STq[5S[D, A 33X ObRFASE IN AtIOWASL.F SIRE$•' FOR WINO LOADS WAS Bin USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD OAS BEEN DEtCRMOED IN C.J) MNPMIM EDGE DISTANCE OF LAC SCRIMS. INTO WOOD SHALL 9( AS INDICATED IN THIS DRAWING ACCORDANCE WITH NDi. 2019, STORM PANEL'S ADEOUACy ron REACT AND WIND RESISTANCE HAS SEEN MANED IN ACCORDANCE Was SECTION 16o9.1.2 OF C.4) MRAMVM PENETRATION OF WV00 N)SHING SHALL 6E 5/r I/4' 9-20 SCREWS USED SHAt1 BE 1 1/2' tONC M41MUM THE A60VE MENTIONED CODE AS PER AMERICAN TEST W OF SOUTH FLORIDA REPORTS PM14.01-01 .AND HD F0i1902-09, AS SHOULD STUCCO EXIST, AI• MINIMUM FOR WALLS WIN NO STUCCO. rCP SRD 12-09 A ARM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH ROROA REPORT it t2&01-10 AS PER C.6) IN CASE THAN PRECAST BONE, VR PRECAST CON:AEfE PANELS, S7000D OR W000 BOARDS SC rDRO ON THE CIOSTINO tAs -201 AND TAS-203 PROTOCOLS. AM AS PER CALCULATIONS PERFORMED ,N ACCORDANCE W/ SECTION Te04 Of THE AND FLORIDA CODE WALL ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHAU BE AS MENTIONED IN C 1). C 2) a C.41 2. AU. ALUMINUM E%IRVS10N$ 1O III 6063-til ALLDY A/O IEMPEH (UNLESS OTHERS N7rED). 911 SHM 2 (D) AhCMIORS SHALL OF INSTALLED FOL(YFMFI ALI OF DIE RECOMMENDATIONS AMC SPECIFICA11ONS OF THE AITCMOR'S MPWFACTURIR 3 AII. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105•-H14 ALLOY a PANELS MAY AM BE INSTALLED HORIZONTALLY FOUOWING INSTALLATION DETNLS SHOWN ON SECION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SK41 HAVE STRUCTURAL QUALITY STEEL, AWN A-053 GRADE ED MINIMUM, G-60 GALVANIZED THROW" 5) r.XCEPI THAT KEADERSG e® SHALL NOT BE USED. STEEL UESiGNA1,ON W/FY- 922 k.I WTER ROLLED). 0 1 SMALL BE TIE RESPOW.WJTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SHUTTER BE STRUCTURE WHCRE TTER IS TO 5ST . ALL ScOOM TO Rf STAINLESS m_ 304 OR 316 ND SERIES OR CORROSION RI OAAlEO CARBON STEEL As PEP DIN ATrACNCD TO INSURE PROPER ANCHORAGE THIS SHUTTER S1AU ONLY BE ATTAC140 TO CONCRETE. BLOCK OR WOOD FRAME BIIMINfS. 5W16 W/ 50 k,t Yn131 STRENCM LY AND 90 k.l TENSILE STRENGTH AND SHALL COMPW/ FLORIDA PLw.Dt4C CODE SECTION 24tt 33.4. 10 EACH REGULAR STORM PANEL WMI LENGTHS OVER W. AS PER SECTIONS ), 2, 4. 5. 6 AND ALTERMMTS Iw, 3w a 4W ON SHEETS 4, 5, 6 A 7 RESPECTIVELY, SHALL HAVE A trOOLE AND READILY VISIBLE MARLING INSTRUCTING OWNER OR TTAAMT TO 6 BOLTS TO DE ASIM A-307 GALVANIZED STEEL OR MST '44 SERIES SIARW.FSS SIEEL WIT14 36 "t MINMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING P'CRIDDS Or HOUNCANE WAWAK 7 ANCHORS 10 WALL SHALL BE AS FOLLOWS II THE INSTALLATION CONTRACTOR ,S To SEAL/CAULK AIL SHIRR CUMPONENT EDGES WINCH REMMN IN C(WnNLXAIS CONTACT WrIM THE BUADPNG 7o PR E14W WINO/RAIN INTRUSION (A) @_D IMING POUR[D_>:Pj=L - 1/4'0 TAPEON ANCHORS AS MANUTALURED 9Y I TW. BUALOEX. INC (FAA. rc-3'92 PLO.') 12 STORM PANEL INSTALLATION SHALL COMH'LY NTH SPECS INOICAPED W THIS DRAWING PLUS ANY BOLDING AND IONAT REC ILAIIONS - t/4' • . 7/6' CACTI -IN ANCHOR, AS MNANACIURED Of OEWALF 4HC PROVIDED BY THE JURrSDIC*ION WHERE PERMIT IS A►OLIED TO 3/4• SOLID -SET ANCHCPHS, AS DISTMOUtF.O BY Al. DPOINT SCREW. DOLT t SPECIALTY CO (MP,.313 IN) THIS PRODUCE EVAIIMTFON DOCUMENT (P.CD) PREPARED THISENGINEER IS OEMRIC MO DOES NO, PROVIDE INFORMAT1011 , P•a.,) SW A SITE SPECIFIC PROJECT. ,.a. WHERE THE SITE CONDITIONS DEVIATE FROM THE P ITD - f,4-10 PANEWLMATE FEMALE U a PANCLMATT PLUS ANCHORS. A5 MANUFACTURED BY ElrO CONSIRUCINM PRODUCTS. - 1/4.0 ZAAAC NA6M ANCHORS. AS MANUFACTURED BY DEWN.T, W(n) COIIRFACTOR TO BE RES-w w r FOR THE srirCT,om, PuRC/ASE AND INSTALLATION PNCUTAMG LIFE SAETY of THIS PRODUCT A 1) MINIMUM EMKDME147 OF MPCON ANCHORS IHIO POURED CONCRETE SMALL Of 1 3/4•, 2' FOR ELCD PANLLMATL AND BASED ON THIS PE.O PROVIDED HE/SwE DOES NOT DEVIATE FROM THE CONDITIONS DLIJILED ON FINS DOCLMENt CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S AFSPURSOILLM I 3/4• FOR 7A16W NAIUN ANCHORS. (< ) Ms PRODUCT NAL.ATION DOCUMENT WALL. 6E COMSLOFFtLU NNALID IF MI)pt It[ F 1 A2) CA/X..W a 30UD••SET ANCHORS 5HALL BF [MBEDOFD 7/I' INTO THE POURED CONCRETE- NO EMI9LD/EM INTO STUCCO SHWA BE PERMITLO 1/4' 4-20 SCREWS 050 RANI- K 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, (a) VIE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA RE"JSTERM ENGINEER OR ANC"RVO WHICH WIU.. BECAME IMF AND t' MINIMUM FOR WALLS WITH IW STUCCO. AND WAY tit HEADED SCREWS OR ALL THREADED SCREWS W/n HEAD, ENGINEER OF RECORD (EAR) FOR INC PROJECT AND WHO On". K RESPONSIBLE FOR THE THE ENGINEER RECORD. AS TO :K BUT WRIT NPNG NUTS PROPER USE OF P E-0 OF ACTING A DELEGATED CN)INEfR P1 D EtIGNCEA, SHALL SUBMIT TO "MIS LATER THE SITE SPECIFIC DRAWINGS FOR REVIEW A,S) IN 'AM THAI ►WCAST STONE. PRECAS/ WKFWR PANLLS, PAVERS. STUCCO OR WOOD BOARDS 0 FOUND ON TOE EXISIINC WALL OR FLOOR, ANCHORS SHALL 0E LONG E7OU011 TO REACH THE MAW STRUCTURE BEHIND SUCH PARELS (t) THIS P E.O. SELL BEAR THE (ATE AND OMWNAL SEAL AND SIGNATURE. OF THE PROFESSIONAL ANCHORAGE SHALL 1% AS MENTION[ D IN A1) AMU IN A2), ENGINEER OF RECORD INAT PREPARED IT (B7 TO.Gi(wm L(ON.BLTF.uLDQ WALLIA51v G 9O. 14. SMUTICI MrUFACTUPER*S LABEL SHALL OC LOCATED W A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1109.9.2 OF FLORIDA BUILDING CODE ONE LABEL - 1/4- 9 TAPCON ANCMIM AS MANUFACIUREO BY , T W SAILOEX. INC SMALL BE PLACED FOR EVERY OPENNC LAMM ,0 COMPLY WTM SECTION 170993 Or Mt - ,/4' • . 7/0' CALM -IN ANCHORS. As MAMXACTUR[73 BY OF.wKI. INC FLORIDA SAI.dNG COME. - '/4.0 X 3/4- SOLD -SCR ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. SOLI a SPECIALTY CO - ;14-10 PANELIAATE FEMALE O AMU PANELMATE PUS ANCHORS, AS MANUFACTURED BY ELCO COKSIRUCTION P 11Nh - 1/4- • 2AMAC NAIUN ANCHORS, AS MWVFACTURED BY DEWALT. IE A- `tA . • a 1) MNMLw EMBEDMENT Or TAPCON ANCHORS, ELCO PAELMATES AND ZNAAC IWLIN AWMOP. INTO ME L LIEN 9 V s •' ROIODA BUILDING CODE Non High Veleei MuMeone tom BLOCP UNR sHut BE 1 1/P 44 7 •7No R'P'r'' INC 21 G11GE GALVANIZED STEEL STOMP PANEL /P. 112) CALK -IN Ar SALAD -SET ANCHORS SMALL BE EMBECTIM 7/B• INTO THC CONCRETE aIOC, UNIT, NO W's-e, STUCCO SMALL K PEFMInEU. 1/4' P-20 SCREWS USED SHALL CIE 1 1/2- LONG MINIMUM SHOULD EXIST, * -- /�-W "-"... _'"''�\ - a7/F7/Faq AMC I' MINIMUM FOR N4115 WRH NO SRKLO.STATE ) / �` PROTECTION PRODUCTS. �•• *,,*%�-- IL E C O INt q1F. 419a A. 31 rl•RT 0.3) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS 9 FFUE"CORN •' "�L+as-✓ � 1INY CW RT IwE, A. sm EXISTING WALL ANCHORS SMALL SEE LONG ENLXIGH TO REACH THE WIN STRUCTURE BEHIND SUCH P G\ .•.r •iRa'.n_.irr II.O HI-� rHOIIF. paOEi-ISMS AMA (WA)eIN-FNI 20-175 n''•...M040M E SHALL OF AS MENTIONED IN B.') AND IN B2) N. -'' a 11R- aP•.I. K. ru/ONAI. --.Ina N//1/1N1111 INN •II. MN/ammmiPUL WN. A T%Ln tPI. SHEET I of 1R __�l INSTALLATION INTO POURED Q{anOd/�('. &ICI DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK I - OR cONLwPo�uAEO�� NErE (1-) STRUCTURES "EC".'K'D REOUIRED. fr" + COOK; ANCHORS / , (SEE � S ULE 04 ejor0) ':% .... /w'', CONCRETE ANCHORS (TEE SCFIEDIAE ON •.:; �F SHEf75 9 THROUGH TO) , . '� fX151IN0 POtaifO CONCRET: OR U ( �iA - CONCRETE AL09R . /� va wm+wo '�:� t/2• 1T/4• i T/r /2' O I/4- S ♦ 1 ea» r e e th' 9c R11_. 1 .1 :: __ _ _ I / .�: _..._ _I ✓: , , :-,. 1 /. 1 LC I E 1) �' SHIFTS N TNR0RLI1 10 ) 1 'le I1 I / I I 4 LJ L11 �t I I TO I , t MM r �y eNq • .. ....W R _ X. t ySp q W 't - r i. E'0 �l; ' 1 SEPARATION F TO CLASS w or _ f-� -•�N SEPAAAIN)N to GLAS& UNmIH OAR T� EXISTING (SEE SCHEDULE i 'Da"' GIeI 1' Mw � I L "(SO SCHEDULE 1 B ON SHEET 3) I I tt , r :'r CUSS ON SHEET 3) PMEI. IFNGTH 1 (SEE SCHEDULE N I SEPARATKIN i i• YIP. `L- MW, IPMiO I 1... I Dw SHEET SHE 3 ) CRASS• 9 1 PANEL LENGTH P 'I (0N CONCRCTC ANCHORS _- It . .... '. . B f - (SEE SCHEDULE SSCHEDULE ON SHIN 1 (SEE 5CTEOULE ON I I , N 1 ON SHEET 3) ; LL,.,_!. -:_--> __ I. SHEETS B 1Na0UCN 11A I 1 J 50% N ( 1 1 < or (' GLAlA551n i 1) EIDSWNo ( L -( ,,.. 11{��1 ., 1 MAR, I 1:4Y-EOF , 50% Or Ic GLASS 1 1 I 1 1 CD.• V' FNAYf { i \ i 1. a♦ t CC, 1 .. 1 :2. �. i � ✓ I .. I H E 0 ' '.' I �i :.I. '. 1 ! 1 E.D. �' 1 .. 7 i t. EXTRING POURF,p f .. I /2• I O 1 t aC'' ).. . I (AS APPLICABLE) ' ` •. i�iyiu o tEUr'•NCN1T i CONCOM BLOCK I cOaCarrE ANp1oaS _ ` .J1 1 �A� 1 4 44 -E4 _- _ car- n•-=." ", M.a W/ rR a ,r ,/Y at. REQUIRED. I / _ . 1 (� ON t0) r ' c/ µ1ERNIWE 1, MM _ w/�ONLr WHEN 90110 _.,f ' TN•' LET LOCAt10N ,: - r�y (� SET a CXX-IN ARE V= a W/ WHEN EXIRING POURED CONCRETE OR STOCK ALTERNATE CONCRETE_: _, p115TN(. PORTICO COIICIRTE �.:/ CONCE7E ANCHORS \.:/ 10E � USED. 04S ANCHORS aAW CONCRETE BLOCK tEWMEO. RACOM w/ STUO- (SEE SCHFUL) r ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHIFTS 9 THROUGH 10) SOME 3 .1 � VALE 3/11-I" MOM Sr"r 3/0-I LA11n1111N arN p A, Tl. ti .. :..Iq 4 `.?'• p �C.EN FLORIDA BUILDING CODE Non High Velocity Nurrkane Zon9 E.D. . EDGE DISTANCE (SEE SCHEDULE ON NDLE_EDR Cd1MRINA7aN or SFCnONs: TOP a BORON MOUNTINGS CAN BE F�tTT o. 44181 : i * * - - * i _. �'. STATE OF ... ;�T•' R101, mwmF ILMO, ND. 24 CAGE GALVANIZED STEEL STORY PANEL I L E C O 6Nc GLOBAL PROTECTION PRODUCTS, LLC. .& DR,rIRt''N, G?M/ 9 M.tE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY . 4 "G 'L•3 .�. ar A r1r o- w t>W WI -IOW . r. 1 r,-Hw RXG'e: OM.)Nr-/aM TAX 01e.N9•-a97 20-175 INSTAL1ATn7N. r 10 ...... 4-� .u•r u,A LAW" r NEE, I *ft= A II L T .. ;L WHET 4 R to INSTALLATION DETAILS FOR REGULAR PANEL (f) INTO WOOD ALTrWtt LEG 4•A6' (RAM.) DOSTWGW(700 _ ..EQUATION NEW REWIRED. UMi. AO[OWCY OF EXSTWC WOOD KA'M TO NE CERTRIED BY 40 E¢ i REGISTERED EMWI EER OR 4.� ARCHITECT PRIOR TO SHUTTER - 3' INSTALLATION, WOOD ANCHORS ALTERNATE WOOD AIICMDIIS _ .-• 1 • Mn. - (SEE 304twLE ON , 411• MINA "'Im" Ttq �FINU� (SEE SCHEDULE ON • NSW � • 'ED••-EO- , SHEET t1) '1 SWEET I1) Sp /a ac t/2' rrA 1, I YAX W000 H R ;. 1/2 - CbC T _ .... ... .._... _ , i [XISTINGJ 12i7 I .1 1 REOUREW ' Tab-1o„• 1 Nno IKan _l `.:� 1 WOOD ANCHORS L W a 1/a• on GLASS I i (SEE SCHEDULE ONYM fl'� I i /t SHEET 1 I1'C=77 L ,^' ' ct). n TDI +=TIC \•� (F- 1 CSTF ICJ � SCHEDULE' I In'a-ear 1 I 1 ON SHEET 3 .-I ,•'Lte W 1 W. SEPARATION TO CUSS, I I f - ;r-...) +., (UK mNULL r NSF: SCHEDULE ON SHffi ]) t 'S/.f NNnIr 'L• WM. /J 1 t � PANEL LENG74 I um. cal, r-67 i• MA% e1>� I- _. -.. -.-k. ' i (t m RP4 (SEE SCHEDULE I LAM PµEI , I1 1 IIWN 7m,, •, ON SHEET (m SCHEDULE Cl)� I - so% I I Wit. OF 1"�.a � I I 'ti1._ I �' UAX. �- j 1 1 r I 0 11 1/2. O.0 I _ - [0 .�TeP.M.�.rI�. I- i'1• ,/",_11. NO i 11 1 1 eEl1Y ALL I 1 EO ' - N W e I/Y o.G. 1 1 1 1 , O �f ., ^=�=. 11 . . t _ pe, WOOD 2'A4' W000 PLATE. . _ ).. -DOEECH REWIRED REQUIRED -' ��: sWOOD ,. rocul ANCHORSS ^_ .. i! (3EESCHEOWE ON i��-.. DN...:._. ,'. - I SAEEE I1) (SEEP „sewituiE ._ .:.... ... .... - I I CrIum" MOUNTING 9U1L0-(XUT MOUNTING sft F TMWE ALTERNATIVE 4W H"Ou", SCAUE 3/6-1- A• . .... '... 4P:' %AENj•:`,. MOTE FOR COMeaa1TIGN Or. SECTIONS; 1101ES It : NO. 44167 '-. IDA FLORBUILDING CODE Non High Velocity Hu cons Zone 1, INSTALLATION ARE ONLY VALID FOR MAX. AS.D : *; P r. TOP a BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (D.&fl AND PANEL LENGTHS s q S1AtE OF tl010 1N1m0' rIt 24 OAGE GALVANIZED STEEL STORM FIA EL �„ ON AY T ANY - 9•'• COMBINED IN ANY W O SUIT AS PER SCHEDULES ON SHEET � . /. : �,Q � INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ��, t0 .7-r=�--_ /+ "M/"" IL E C O GLOBAL PROTECTION PRODUCTS. U.C. MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPEC9IC __::_ .-_ IMa. WE DENSITY OF 0.56 OR EOUAL. ONAL E no I.e. 51 s16m F'rF1111111.. / � '� W R Y 7N ,NIwY N AYr �. Ft 11 20-175 /// tiw : tr9 rl-,1e1 Rr , LWN m-1rI ,)TRAt• OE.)Iw-MOAN, At[ Nw)w-D9] rr. RI/l/eW11M111E/ME C4.4w 61 wr 9RAAOr r: WrUEN A Tw J,.. kL ,s-r um I w It _6e N N (n N f N V L O� � -p O CD C a Cu 0 -0 0- .� U � Cn N N 0 0 O CU V) i^/1 O O a •O W c 0 L.L COO- 0 `O 0 Cu •Cn (D-C I- �. 2 Cu O -0 . = V ) li '� m,X NA 0 400 G. c% G.;, y A � -1; o.� Ea *i d 6 3m'E ' 3; y p0 vG ' 5A 7 S E A 0 o- ^�B W .C: r V I Cu O L- Q U O a - COO`) Cu w 2 Z Z Q J a SHEET NO. SH 1.3 EN_ CLOSURES DETAILS FOR CONCRETE BLOCK OR WOOD SAFETY E-Z HANG 1 INSTALLATION IN STRUCTURE-% Y_Ajal_D STORM PANEL POURED CONCRETE. FQR REGULAR. LIFE (1) SYSTEMS Ilk y. 1 - -1 _ OR ©� '® °" ( I X n S. mw-I ti V I.1 L ® QL FARM! REQUIRED 2'. 3'. aa• +toe N-a a 'v,: OW-19 ALLOY COM ALIA -� AMU Will ac• , 3/4 , "Ill., Ic l _ J I/2k. .. Mi. ,A ,r r,;� 1 • PaMRm caNNETL rnNc.Erer [ .4 RON N t '.000 FR..€ ,tEDUMm . 111 coNc sioDtTEbI a>' _ RLt[ E L. 21M• FLAY[ {� 14Y+ . , ] P IAPCON a , Y • t of / R�$, ANC Y 4Dn -. . 0 L4' 'I u:, 0 ( b 1 T T L_ D/ f,V/ AAAEE M RtaNN03 1 t o: 1 - 1 { MAer-� YNAa 1 4 OP _// 1 ___,1 1 ,/ ,. wcw A,Y.IeR M '-- / j j _ t 1 r • I' r LOBO• r . 3• . oaa• lO _ M ENIL4IE LEG WCAIM7II CYXII. 1 S-_ • X .• 3 7S 5• Mla BD< L f1a Y9t I - �� -� I- ,MAC. ALw NVQIa OR 0Oaa MEIN. AUML NEW SHfEt PIAtt 1.OLFSD CONCmTF, OO14:WTf BLOCX N I'.4• NON AIAN[ . 3103-H14 N '' 1- 1 2 2 ✓5 Ion. I .., \ ,- \ I ;1•.1- i t ';) , 4 / RIWAfD wNr. ANGLE /. ALLIN. M• CAP A...1 �., t Woe N Net-Te NMI. C-1 AbI. r/NCMWI Crnl. I/,.n ANaE CASE A LAN) LP SCALE I/C-t' CASE B LAN) (e SCALE t/e'-,' CASE C (PLAN) SCALE 1/4'.t' CASE D (pLAN) SCALE ,p'-I• 13x (ION. pAl1El 1 1( 11 I1 I I POtAwD 0*01 MIL 1 �i, 1 OR : v CONtxtE7E OIOCx AAiS 1 .. / • & ,� ,,q DR r41UUIO CONGET[, 11s At p091�,0 OONCH[IE 9[5f2I 7M, aMROM T N 1 saoD •.e• Secs 0/ 11112 '11" emotio" M AP1lI0ALLF SOLID -SIT OR CALK -IN F04Nt D PAIilYAIE a l[EI ` sNBo,nE N t+�ts 9. ) OVERLAP BEYOND OPENING w1OH) "' .►CURD COTAT[TE. tbHKR[,E -ft= N I'.4' W000 r6AME 2'r4' ,.000 FMNC Ft[AM D . S Na I _. i } s .,, ..�' . e...; t1 k D ^'. . ,`;, REOVAIfO 0 v ,..', it..11�. na:.•; 1 1 —� L7+• M„ §I. •.. 4 VARIES 1 � I /�1 �i7 .... �L � '; , , t ,,si6ENt wXAACN01w0 AAON7 6 .. 4M t S PMA M ro I , - / `-- R CUT VAJ. cMA,RR CUTEND PARM) k . 8.0. DISTANCE "- --J --J* I x.-, I '--\ ti; \ ._ /� /",---, `\,L_-J \____ / -- ____, :,: T.J ' e.. ON xwn."'f �„INNrN,% ,,F,.,"1l�,'M`MrL i/((/I/ CASE G U'i1gN) WALE 1/4--t- ,"Y•9"•['•R:r•,ow \CENJ,,,''•.'7 vMID FOR LMR[CE MOUNT NSEN1At+ON ONLY t fY�•;••- "(' ;• I CEIMMO PANG INSTALLATION AT WALLS w/ ¢ g :' N0. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4- t * ; III,: * FLORIDA BUILDING CODE Non NI h Welooll NUrrkone Zorn CASE E (f3LAN) CASE F (PUN) '} '• - 't�. Q+r', f10R101'',.••y.�'r Ta"04 P'c 24 GAGE GALVANIZED STEEL STORY PAWL IA ORNN ar. SCALE 1/4•-,' SCALE 1/4'-1' k Fs�/ -1 01/"11 I L E C O INc� GLOBAL W PROTECTION PRODUCTS, LLC. ^'/ i'r/ H•'i��•BSA' P19 N,� .1-- "1* NNSIL (W)M-M-L EAN Omwimaa-em7 20^ 17S Die Met .E 91N%INWUNC/O lE u-ONN7t0 MYTEA A L:. P nMM ONI' WI[R a or to (VAUD ONLY FOR PANEL 1QINSTALLATIONS AS PER ALTERNATIVES 1110 THRU 4W, ON SHEETS 6 @ 7) MAX. AS V. DESIGN PRE66URIE (P.Of.) RATINGF713, MAXIMUM ANCHORS SPACING FOR E.D. - AS lH " ON SIEE15 I A 7 APPUfi1MC 7p I C6116,NA110N or THEM PNCL LENGTH t' (n ) LAG SCREW PAAEU MALE rEMAL 0 PANEtAMTE PLUS WOOD gUSNWC Ir 13• 13 L3_ IBM _ ._. _ _ ___ 11 a, Ya / crop) _- 1/2• - , - 6 /x- , /2 - - e 1/4' _6 12 1%Y 1 +/4' (BOXY•) tw) 5'-O• on B Sw MD"UM) I. - e' - - 6 ,! -� - n ) - 3 13 1 3 _ _ _ ,3 - e45-45 in (Ass -. 17- --_ • 3 iJ I 3 3 (BOTTOM) 131 1) " --- 13 -- - 13 .- - 0 1 / _ __._ w _ (TV "_- _ ,J' u- t 3 , 3 _ Ir i _ _ _ 6 1/2• _ 6 1/r 0 i/Y- _ _ ;1 - / ,. - - _9oTt0Y) clop) 6 1/2' ... - -- --- - - 17 ] 6 4- (TOP) o' WIT-) 14'-4• t t/1' 4' a t/a• 6 1/2• - ._-... ._ _ .,.._--._ -. -__ _ t0 ,n• 9 1/2 12• 13L- 4' w (TOP) • SEE TABLE /i FOR MAX. A.S.D. DESIGN LOWS 0 AWL. PANEL LENGTHS WHEN SPACER IS 1 LW. CORRESPONDING ONLY M ALTERNATE 2W ON SHEET 5 l MAX, A.S,D, MAXIMUM ANCHORS SPACING FOR ED. . AS SHOWN ON SLEETS a A 7 11 APPI.Id w MMWIM DESIGN PRESSURE RATING 10�v COe161'M PANEL. I.DTGT11 TAKIM LAG SCREW PANELWTE PANEUMTE "m WSMNO (O.N.V.) FEMALE ID PLUS OF THEM (N.) Ir 13, 13. 13• it -- iM - I3• 13 1 r 13' - 6' IB (aO a tn' a /7 1 a /t 6, n 61/ 2' _. DoP) - e 1/4 _ /2 t/• (ROT.•) 51 r 7 1/T B -. - r _ - - - POT) _ _ 04 LESS 7 _ 1 n __ 9 B e" - /eotT1RA ,3 _-- -- IJ __Ti13 ,3• -- 1J - (TOP) L5 -. ,3 _ _ 3 .. iJ' - - - 3 - - - 'i eomoMi ( 1 ro 13 Y ,• ] 1r ,• 0 W iCN) 13 tY -e / (90TOY) U' 8 1/2 - No1] 1/2' .. - 6 1/2• 6 1/2' 6 1/2' _- (MR),.._. q 1 4 1 Z 2 6 4 n.• 4 t 7 1 a 7 1 2" 9" 5 I/2` 6 a• - ]w (I0T1a_ is, 12' t3' 13' 5 1/2" (COP) q' ,r ,s' I to, Ive TOM) 13' - -- - SEE TABLE 1/ FOR MAX. D. DESIGN LOADS el MN(. PATER LENGMS WHEN SPACER IS F USED, CORRESPONDING ONLY TO ALTERNATE 2W ON 94EET 6 RAE-j.1 A LSD. DESIGN LOAD MAXVIUN LENMM� 40 PSF OR LESS 6'-O. > 40 PSF TO 50 PSF 61-2. > 50 PSF TO 60 PSF $'-TO' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE WAALE 10 OR PANEL MATE PLUS ANCHORS k W/ @3 SP Qirfl1MATl/,IL1/2` D.C. MAXIMUM A.S.D. DESIGN PRESSURE RATING (c.>a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL ,(0INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELINSTALLATIONS AS PER SECTIONS 1 THRU 5. ON SHEETS 4 & S) MAX- &STD PRESSURE MIMIC I (a ) MAXIMUM ANCHORS SPAC010 FOR MIN LO. PER SCHEDULE BELOW At APPLICABLE t �• MAXIMUM LENNCIN 'L' M WX. AS.O, HIESa1ME RATIO • f. (P ) MAXIMUM ANCHORS SPACING FOR MN LD. PER SCHEDULE saDWIll x'� SMTOO a LTO ANEL PE OM Y• A. TAPCON ZOUD-SETI PANIONAX � ZAMAC-LINEN CALII TAPC011 SOLD -SET ZAMAC-HALO CAUL -IN m m NO Tom ro m t1or THEM a THEM To m m m m m a THEM on LESS U• ,J' " -- 3 • J -- 13' ,Y 1' 3 t' 3 t' a • s ,r U' 1 fIGP - 1 (BOTTOM) 2 ,OP] l --- ] 9orrw ) a.�,. OR L! , - 5 P45. -a0 , ] 1 3 , ' 7 i r t ' 3 ,3' t • J 1 ' 3 1 Y , • 3 Ir v 12 / 1 ROh 5'_q• ON__ iES9a•e' -- -, 3 Y• 3 3 ,r a' 13 — - 1)' r I�. 3 -- ,r t • J _ Ir -- 1( 7 Ir s' --- ,•, J - 13• 13' r -- t r 13 - , 3 13• 13• 13• I • 3 _ _ ,• s 13• 13' - , s Ir IJ• , J IJ• , J . . , _ 7 t ' 3 - ,_ Y - I]• 1J• - - 13" 1 3 1 3 t3 - I 3 Low 1 n' 1; 1 n —_ n (eorloM) a (mP) 2 9Ort,-' ( OM) - /S 3 -- S '1' , r _ 3 , 3 __ 1 3— ,•'1'� 3 Ir 3 - 13' U', _ I)' Y - , J _. -/2 -_...._ . 1J' U• 17' tY _ e _._.- 73' . __. 1 • J 1 r I] 1/2 _ 9 -- - 3 __._ 1' ] 7S_, B 1/4'61/4' a t3' ,r - _ , 3 3 _ e 13• 1 • 3,1T13• _ , I ) 2 1/212 _ e - U' ._I...._-". Ji1] _ i I- J 1/2 __ ,S' _-_. iJ•,' _ - _ tY _. J _-__.. 3 B -- S 3'1 IS -- 3 - a ,/4' 0 IS 3 ' . _. , ' 3 6 1/4' 1r a I/• _ 7 t a / -....�._._._..-'__ 1S , J Il a 1/i• ('� J (BOTTefA) _ _ l'aP_ Je Leon 5 (TOP) a lBo1TOM) _ __._ 8 _ (TOP) 4 B07T•• _•46.-43 J 3 __ J 3 ) 3 .,-„- S Ir 3 1 J O)r[I- - - 1] 1/2 IJ 1/2 -• 6 t/4 a t/4 ,] t/2 2 1/] ._-_ - _.. __..- - _. • e ,/• -_ • a ,/4 -__ ) (IOf1OMQ 9 13' 1 3 _... t ' 3 -_._ _ lY - - 13 t 3 Y _. .._ a _ a U t• 3 ._._ 1 ' ] a 1/4• e _B _- - 13 13` ___ 13' a i/.• --- a 7Y _._ 3 a ,/.' n ,3 ,3' .__ ._. __ ,3• 6 1/4• 1 -- e 7 t/2 -- 131 --_ 1�-_ TIr ._ _ e - 13.,IJ- _ 3 6 - e IS ___. IJ 6 1/•• !(COP)a - _-, / 2 _. .... _n a 1 4' (9oTTOM),3',3'T3',Y (EDP) 5' tBDTT0__13• _.._._.__• TayI. 6 (60TC.») -.tJ - Xr -- I •IrI S _._ ,' J - _ _. _- _�_ -- _ 6 1 1' 6 ,%•' 6 1 .' a ij•' _ IY -.D= . 5• Y_ _Xs• tr 10 I/2 tT Ir _ r 9 1/2 13• r 7 12 5 In 13• 4 t/] , - ,5.�. TO 13' a6. 13• 13, tr s 1/2• tr B 1/2 9 1/2• a 1/2' ,r 5 1/ 1 ) ro - tl'�2 V2 �0 1/2 7 1/2 ,S• _; /2• I (90TIOM) (TOP) 13`_ ..1,1 Is- _ 77 t/Y_ ,3• Ir Ir 10• 13• 10' 11' or IY a I/Y 1 (e0rt0M) ,r 5• 13• 10 1/2 -T3' t3_ - r 137 r 7 ,/2 ! t/2 _•s- ' ,T a• ._. 7 1/r IS. _ _ -13'--Ir Ir _ -IY tY 0 1/2• _ _., 10_ lo• 1Y- _,r _-,o� ; r 0 1/2. ._ to' 0 ,/x• - It• - - ,;. a I/x• 6 - U= S ,/2. 2 (tdH _..... Ir q=" _ - 7• II' _- IS• I)• 9 1/2 U' a 1/2 r 10 1%2 __ _ 7 1/2 _.- 1Y 6 1/2' _-,_. 2 MOTION) __- Is- 6 1/2' - 2 (BOTTOM) - 7 - - ;3 --- 13• _. ,7 I/ ;S a t/4• - -i- 9 /] - a i/A• , ] _ _t__ s ,/rIa , ! /? ,%�• - 4• - , 0 ,/] _ 4 1 /] • 7 1 2 / .. 3' � •)• _ a I/•• 1 2• a / 6 , /2' ___ 6 1/4. S' 3 (COP) 3 (BDTTOY) 4 (TOP) 13• J I / : 1 3 , J , s a• ,r . 6 1 J _ i] ,/7 - - 1V 1�•t',2 I/2• a 1/4• a 1/•• 12 t/ 12 I/a - - e 1%4' S ,/4' i (eotibQ - T 3' -- r - J /Y T 3 1/2' --- r r t r _ / r 6' - e' 7 4' 0 4 -- 4 I / !! '1 5 t 1 h -� I 6 ] / `, 7 z iJ'_ - a ijr 4 ITN) 4 6 (ivy - u r i - 1r- u=- - _ts__ — 9 ,/V 1 9 2 _- -,r , • 9-,n ►; • ] • ,o ,/] f f • a J 7 i)�' 7 , 2• / "-1 ) 1 / 7, ii 1 '� 3 t r -_ -a • n •1 n 6 i%�' -- _. 4 a (mP) 5 BOrtOM ( ) a"- (TOM' ) c (soft �) in ei/2 11 u: Ir u o u io r _t ' • __, _ ,3' 1]• - s / r 6• IJ' , J 1 • 3 ,3• _ "U• I 3 to- 6 J / ,r ,' 3 ,0' e129 / 11• / 2• e•.. / t, ,]' S a , n b 7 / 5 soT+oN) 6 N 0) i t I f o Ir r u T 7 1 1' / e ,%4' e , P e 1/4. 6 V4' ei+' -... a i/s• 6-i i• ai/a• a 1%4- - - - i i a• a 1p• a (aon�. NET VBN= 11 TOP AMPHNS TYPE a SWCINS 14N NSIAUATMNq Ono W= PAC NU NM a WO" ANCHOR tVAC AND WAIUM ENE DISTANCE ARE PAWAIM ON T46 SCHEDULE " ED LEW TNW IMOIEATED N adEDOU REDUCE ANCHOR SPACING 0 MLLTeLYOU SPACING SHOWN ON SNEom a THE rouffmA FACTORS. FOR no OPERATION To K E onaL REDUCED shh N/D OBTAINED IRr@ 1AC,N SHALL NOI BE UDIN THAN MN IA, SIKKN INDICATED EN EACP ANCHOR TYPE N tM SC,EOME 1/4'. 1/4'. IhY tpe ,/P. 4/.•. alemm BR _ "TMO011 ___ __ Mwltr 4" IN3t-N uRv" mcwm OPACeq .) 3 1 3 .. 3 I In• I Ih MR6m m om 1pmm. *4 3 _ I ,/Y $' 3 3 ,h• $ - "'Mom WDS ODDt- 7-- 3 ,/Y 3 In• 3 ,/a 3 ,/3' ACIWL mQ OI N= D. FACTOR l In• a . ONO ------ I-;40 - rw .aO .._. --r _._ i-19- N17_. j •• SPALRJGS ONLY YNJD LIEN SINGER N USED. SEE T /1 FOR MAX. AS.D. DESIGN LEADS k MAX. PANEL WHEN SPACER USED USL L e AS,D. DESIGN LOAD IMAX� �d LOOM 40 PSF OR LESS 6•-6' > 40 PSF TO 50 PSF W-2• > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONJ,Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS 3 W/ SPACER AT 12 1/2• D.C. FLORIDA - _ _... ___.._-____ .._ANCHORS (SEE SECTIONS ♦ ALTERNATIVES ON %14M 13, 14, 15 t16)- .. _ . --- ._-_._....__. __- _ _ _- IR-tA/13. R-]A/13, R-!A/14, R-10/13R-20/1JR-JB/11, ?- -_D.M..©. // r_ IONL R-tAW/15, R-2A/R-SAW/. _ O O O O O O O r------- ,__.I_ T___--___. I__._ .___-i_-___4 __..-_- ..D ___. r..---_ --__...___:_ _--.___-_ li I I , E -T j il iI I j 1 ! 1 ' ,/4.0-20.I• S.S. Belts W,�ji , v i /(USE TOR , PANEL LENGTH /'., MAX OVER 7•-S-) 1 T) PANEL LENGTH REGULAR S1ORM PANEL ! AEG" STORM PANEL C-a' E .404. -40.0 P.a.0 Ot1ERLA► MO PAIR 10161N BOL (a / n A N TroRM P T a o .wa a•.o .T LIFE SKEIN ANAL P 9 - .., _ _ .. (wro orFAw MID PANG Boxy) A A USE TAT A MIN. PARR 1D01H - 1 ;,,•(j4. � 1/4'r-20.1' ,,,fir . _ , _ , - _ . - _ � At ALL MOtMWGS - S.s SOLOS w�1' a Al EA OYEVV r I I • I I __- _.., ._.k _.. --_._ _. _. , n .; .A ._.... .. _. _..�_._ _ _. ,.. , I ` f , I .' __I , ._.I. - -_ , . __,.__ -_`_._ �'- __[ �..� �._. �)�� D.M.. 3Q. - --_ _ f,_ ----------_--C, O - Or O WING NUT All i� '. WMC NUT At ' _rMa LEFT PANEL RIGHT PANEL 3• iKZ t INSINSATIONS ONLY VALID FOR WINO 1• w R-IA/13, R-2A/13. R-WI4, R-I9/13, R-2B/13, R-36/14, 1. ww,: SPEED UP TO 170 Mp.h. • 4i,,RIAW/I5. R-2AW/15, R-3AW/16.LOP R-16w/15• R-2RW/15, R-3BW/16. _ _ ANCHOfS (SEE SECTIONS a ALTERNATIVES ON SHEETS 13, 14, 15 016)- . __ .- 1/4• MAX OAP 41, LIFE SAFETY STORM PANEL C1`) ELEVATION (t) _7 SCAE 1/4•.1• .... - STGUIAR ] �' STORM -.- - STORM PANEL (Awl 01,17a/P -1 MQ2 WeLLh STORM PANE '. .. r .• �p,,�µ __ /� IAA!%aAv T \ •�,: ••�." !/l�z`, ,' "r LIFE S•FET' PANEL I,D: :tF i FLORIDA BUILDING CODE Non NI h Velocity NurAcons Zone ,<,'•, �•� VJ09G TL11700. NG IJ. F ORIDI , ' 24 GAGE GALVANIZED STEEL STORM PANEL DEN" eT EXTERIOR ss;..,, G�� cN I I L I E C O INe BAL PROTECTION aX/i7/100r G�"' PRODUCT!. LLC. LATE SECTION A -A ! r.014 LIDO Sr. 31 ul. SCALE 1/4 ow �'I/ Na 3. a M 3Rl lfio . R ts,. D.C. R lw 20-175 --1' t 'C"'> �,- I�i�. •.'� o._,r.I w,pt fas.Nrs-mra. TINY ne•lar-m7 ORKIfi w WN067is w- PI >tIL/bIO'ATUI'E/OAIC .NTDI A 1A10 ... Pt; Y,7-I. YQI ,I v m MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.} ANQ RRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANE1d)INST'ALL4TIONS INTO GOfjGRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (2) INSTALLATIONS AS PER SECTIONS 1 MRU 6. ON SHEETS 4 k S) E1AK. AS.D. FRCSI rr ) MAXIMUM ANCHORS SPACING FOR MN E.G. PER SCHEDULE oniow IS APPLICABLE k1Y aY•AATING MA,IINUM PANEL ttllotH n. ( ) MAX. A.S.O. DES" NESSUR[ .. P )CA MMMRMM AN04M SPACING MR MN LD POt SCNm1AE Sam tDOTIT n 1(O."RATINDcGlHerwllXON l ) APCON !OLIO -SET IRr MAME Pl1A - ZAWY' f1AEM411RE a6x-IN APCON soup -SET PLUS A,4UG -IMltlll GYl( N X m cPlelw,0 ro ro 6waMF,[ m melQ m1 OF ARCM m m ro m m mm 13• ,3' 11• 11• 3 IS' W ,• IS" IJ• IS' , Ir ,)" ,• 13• ,• ,]' ,• 10• I (BOTTOM) ,]• u' r a t/T' u• ,n ,r ,Y ,4' e t Y ,r __ e 2 / _ T, n _CIS_ s 7 1/Y , r U• 4, x e' , i (aOTiDM) I' s _ , r i i, 0 / ,3' ;;'_ U" 13' ;r ] '; Ti;-,1J .. Ir� ) - ] U' a 2 (TOP) , Y e n , ] i 6 r / 7 t / t 5 , n , s , n ] PDT! • 3 7. 13^ 11' Y n 13 /r n n 1] n E (BOTH;) 3 • -_ , - , • 1 � • , • x 9ortoM -- ,. ^� 3 r ,• J ,• 3 ,• 3 , 9 x / t• 3 , • 9 a / , , o 2 / , 7 2 / u• - s• (TOP s i _.; - 3 e" _ .• _." _, _ 5 Ir 1_, 2 2 B 13• ,: t a e _ ,r _ i4 a e 13�- -, Bile b' _ 17' ,2 , B - .. 1) , 2, ] / 6„1C1, - , ' ) •., 7 -_.-- , ' � ] - 5- -- � , ' J - -- ,0 - a BOP)..._ OR b'-0 OR 6 f 1' / 0'_ 6 A• , / • I/1' it a 90 aM ( 1 .(TOP) t' .. ! 3' 7 1 n M.. 6, 7 n 5 In• / 7 { / J., /a_. - 2 n r q / 4' `. 4 f2 e 1 __ 3 e / _.. /2 r '-'1ST e I 3 /7 3 (BOTTOM) ( > tiOn) BOiTeM (BOTTOM) _ 4 - -: ,! 1.. 1+ _ ,) .._ I _ IS _..-: 1J IS - 1] - 13 12 ,3 ttl 5 (1'OP) 13 e , /2 I 1 J 1 3 e I 7,_ a , ry / - n„ a,. (CN' 5 I M' 1, ,S' ) tJ ] Y 3 x 7 0 (BOTTOM) I' _3 t _ t 13 9 t t 1 9 2 ...,.0._ , DIJ 71 IJ 1 b NOT- 13 t 2 17 ID a (TOP) 1 fY 2 1 n a n 13 n tT ) ,S 11 13 ,3 ,3 1J tJ ,3 5 t3 D 1 / ) t /_ >sa -ae TO75, - _ _ 1 4 6 ,/4 ! , f' a.,%' _ ._ _ _ . . _ _ -._.._ e ,/4' 6 I/O p (BOTf ») ♦75. -7S TO .Im,-n9.e __.., _. s ,/4 a ,/4 e , 4' e 1 • a t/4` ,_-/ 6 , • - 9 ,%4' 6 ,/. a (BOTi ») _),_- ,r 13' Is. . 7 In 1r 13• 13' 10• IY w- + - s' u• a I/a 7 crop) fir_ 13' IJ• __-__ s a f/2• 7• ._ ,�• Ir fY 10 ,n 1J• 10 , �Y ". ,r -.. e , to. q 1/2• .. u` 13_- tY e + 9• 6 1/a• 7 , --to• 7 ,/2' 7 1/2' 5 ,/r _13" 13• 61 < 1/2^ I -(BOTTOM) i (10% 7 I/Y 7 1/2' -IS• )3' _Is- tJ' IS• I]' 10'I' IC" I7_• •J' f01_n ,0^ 11 1/2' ;,• 11' e' _ Ir rr r a __ I (BOTTOM) ] (TOP) --_.�._ 1J_ _...• 7 t/a . -__ Ir - ,3• - - ,r- -- 10 /2 ,1• 10 ,/] , /Y r IJ' r T (BOTILw) I• 3 T ,• S 13• 3 1 • 9 2 _ / 1• - J _ , O r --/ 0 r / 7 , /a" r 1 - a t - - �- a Bolls -( ) ir- _l - - r -_ t'"�/p')J e - !/T - _ , I.12 Y /_ r -- e' , / - 6- _ - a i 7 i/i e Do , a , 4' - .• 12 I Z / e' - e ,o , 2 �, 4' a / . t/1: -- - 11 1 i _ a _ _ 6• 3-V7F _. _ .... it- 6 1 r )W __. a r 6 / --s. . - - s °P 3 (Borrow) - ♦(TOP) . ----- (a07TOI1) >s r TO q•-O' i= Y �r 2 a / s- - e ,n 1i• T 2 / 5 1/7• — r / T -- 1• s 1/2• / 3 1/2• - _ Is. n 6- - r 0 1/2- / 4•_ -_ - 10 In s t�2� e 1/r , 7 yr 3• -" tJ- / a iT ' a / 2 ) crap) (BDTtgM ) 4 (TOP) --• TO r_e• -Y .1/2. _ 4 (BOL- 1J• ;i 7 I/] 7 +/T 1r ,3' 1r ,s• IJ I)' ,O 1/2 IO 13- 10 1/] 10 1/7 1 /J , a• !' 1J• A T r S (DODO 5 (eoTlou) _I,1 _�n ,r- ,r-...- IS' " Ti , __ 3• • 1]_ 13- IY , ?`. e• ,Y 10_ i 1 n: J_ 13' e; 6` odv 5 (B01 ,J'_ ._Ir Ir a /2" 13" _0._ 9 1/r 10 1/2. _. 7 /2 t.]' 7 ,/]' ,Y 1T 13' - ;0 t/] is' ,D ,/2 _ ,i--t/2 - _e' - _ 1!' _ T e QL7P) _ - Tr a i/1' u' 6 //Z' 7 tn• -! ,n• +J' i/:• -pOPe a Ip e , r a ,/. s ,%. ._ - 6 1/4. 6 t/. a ,lo 114* e , . a ,p a 1/4' a 1/4 6 ,/4' a (9on••) 9a ow 11 FDA ANCHORS TAT[ a aPKPW FON IISTAUAIIOIA Ono wm Peel[ K4jwm • Mmwm ANCHOR Sh1Cam me MNMUM NDC DISTANO! NW INDICATED N MS SCHEDULE 111A LD IDS 70" NeNMCD N SLTIENIL KOM A.C1100 S►ACN6 et MAITPLYOC IIINtNN MORN M SCH UR 0 TI, f*L o FACTORS ,OUR 04 OO MTMN To K POIWKL AMU= SPr M OBrAWM U&M NACTN WOU 110, N LESS TIM ~m SPACCOW ODWM IN LC,I ANCHOR ME N TWS aN40Mt I/+•• Ip'. ,H•. , ,. 1/4'. I/4•. AIR910R MIAs -- WIWpN ...... _ ttAosT aA1MreE.. -Fir M.- -._. _ _ rAKlc-ARW __. _ sex-w MNU4AM AlClpf VIOLIN OIL) f J 3 3 I 'Ir I Ih LLTL/MMIMMOY 01) 3 -. - > ,/3 . r ---3- 3 In• - __ l -_ L,RTANn P.AJ —�Ni-. 0 ] ,n' l ,/P 1 Ih 3 I/Y ADRaE mm oumn ► - t h• - _ "I ONO -- - I . Dad 3 O.NN. a." - 1 W - N.•3 I'DO . - IND. .- .oN - •• SPALSN05 ISNLr VAL.10 WHEN SPACER IS I1SED, 5EE Tj�BLE 1 FOR MAX. LSD. DESIGN L01A05 k MAX, PANEL WHEN SPA(a:R t�l K USED. 1/4'0 tAPCOH ._ �PO'URED 0 ANCHOR 0 9. G CONCAEIE SOR 1**"I LO l-' .,.. ". .- ED• U LLAL A AIB.D. OEM N LOAD �PANEL N 40 PSF OR LESS W-W > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 51-10' A MAX. PANEL LENGTHS ARE ONV VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS B W/ SPACER AT 12 1/2` O.C. CODE INSTALLATION INTO DETAILS POURED CONCRETE FOR LIFE SAFETY OR CONCRETE BLOCK PANEL STRUCTURES 1/6.0 Imoco1 momm o 9 D.C. � y E)11SnNG muftO CONCRETE OR CONCRETE BLOCK REWIRED. 1/4-0 TANCON mein" 0 9 O C .... �*. Ex,SI,NG PRJUSND CONCRETE OR CONCRETE BLOCK REWIRED.///��''' 1/4.0 TAPCON ANCHOR 0 9 0 C... _.. .. 11 E7Dy LING POURED -CONCRETE OR CONCRETE at= RICgJNEO.y/;-\j / I . .. .l 1 LO• I I 1 IJ t 11 1 Z ,' MINI. 1 p 1 IhY-IPI• X II-iDAMTO1�- ,/41_m.1• u r E ,aT�(i.R 0 GLAS_ . Ex ears is NLm . EXISTING I 'a N A OMNM _ DU� � -�i I N G WRAP cLLss U ,F I =. r-,) , It 1 0 1 11 1 p 1 U 1 I 'E• U.N. i' LENGTH N L P 11Gn, PAWL E NGM MAJIL 11 1 PANEL lE ANE E A e M 1/• ( (SEE ELL„ 12) 11 i ON HEFTELEV12) T , I I N 511[E 7 ' N SHEET 2) 1• Wn. 1 D E A , ,XM p-iCPARA 0 I tl 1b OAA53. I 1 .1 1 1 1 1 r y : L 2 / 1 ;rt r, y I (/ a. ED• I EDa , 1 r. ' I at 3/4 - -1__ .1. I I. ANC/IOR 0 9. O.C. rAMM P&AM CONCRETE OR CONCRETE BLOCK REOUMED. 0 REGuLAI�l. AL S WALL 6r1E 3 NGS .,' I f I r 4 "I' ,. 1/4'0 TAPCON0 ANCHOR 0 0' O.C. �X171iNG rOUREO CONCRETE OR �'f�C�NCRRETElBOLOCR REOUMED. O L" SILFET7 PANEL SEE U." t0 t IN mot ofoo" ANI I rSP9 f/'",• rVE A, SPACING 100 NIVAL A1Mxe6 INTO VMN BOOR FRAME BUU*M 0*"W ANCHOR VW.0 a AND MNO6W Iw1eRAl A/IP10N fAWi4e DHJ 3 •Mr•eR.lrM1 �OMr.M (M,) _ 3 mN O6TMCE ARE I11prA1rD N /AWL SttIFDLAL rOK E.O. L[SS ,TAN LILOCAIED ON SCHEOAE KEOCE ANCHOR SPACWa w,A,o A•r.l - -._......_ 'oN..M t.r 0N) . _- .. 3 e7 M1ATPlYN6 SPAC,NC B4OBN N ScHuxKE By THE TOULON" FArRft. AOMI M 96109t RD•) ROTM , 1/r on rOr THIS OPERATION m R P007IUL IEDI/C[D 11MCIM0 OBTAINED I*" FACTOR SMALL NOI K use THIN __._ .. _. I.!/S•, _ _ '- .... 0.OI MNRRAI SPACING NDD,TM fN EACH ANCHOR TIPS N THIS SCMLONt J• OJO.. - 3, 1 ;/2 '�; E,�• I f , I .. 1.. I 1 R , 11I FX_w__" 1 CLASS a A / I u I a I M U.' i - I B R /• MINI 1 SEPARA,ION I p TO GlAL55. 1 !T[[ I ..T• E.DA //// i r7• I 1 MAX � MAX. _ ___... l ) ED* . Sri a�j ' 1 , . t , ,', I ) `0 L1 ,(TyIA; 9- SEPARATION- Z.'•-3i,• DI'--'_'-K TO CLASS. m r gAtS 1 ' { I/41-761' D.a R. r i �. . i.-1.I .. N U DAN m mum. I I LOIN, PO 7.4r) I . 1 i , I l" NAIL 0 I V MSXt. ' PANEL LENGTH tl A' 6 PANEL Ef_NOTH SEE ELEVATION ( d I � A (SEE ELEV TION N SHEET 12) IL 1 ON SHEET 12) N I i II tl,----__._.. 1 _____�__.-� tl 1 I. I '� l r tf L/ ] 1 3 o 1 : E D • ;,, I ,irl . ,r. I �, Ito f I I , •e P CO + �r r --5 NrA •J. r. aaT%• o • It t .c 1/4'r TAPCON ANCHOR 0 0, O C EXISTING POURED CONCRETE N ..COW" BLOCK REQUIRED WALL IIIIIIIN/w. "$LPL[ UN1• J1 6; a 1I'a,AAD'MS. a, . 41,181001 _I/4.0 TAPCON ANCHOR • 9. O.C. EXIS1*4 POURED CONCRETE 0R CK ggF� � CONCRETE SLORroumm • Uf`E ANAL N N ,_ 0) cu a) •9-0 U 12 N O� Q o 0 N C Cu -0 a- .a U o N o o C C c' cu O 0 cA•u1� `v L L,- o >11 (n W }a L Q.`y 1 � C ram^. V >r.. - .__ . .--I---.-- INSTALLATION DETAILS FOR UFE SAFETY EANEL (1) INSTALLATION DETAILS FOR LIFE SAFETY PANEL (b INSTALLATION DETAILS FOR LIFE SAFETY PANEL nj INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES 4.6 TAPCN y., POLLEN /4•r TAPCOfI ,_.J�?NGPORED .,I _ - " ,...,r T, -_ I 11 _ _. ANCI10R 0 r 0.0 L. ', WAm HEADER �!'' ._ yIf ODOUDNEADOR WOOD NGDEK t _ w000 HEADER I R oR ANCNN 0 9. O.C. OR WOOD NEADCR _ WOOD H1tloER I CONCKTr BM.00N r CONCRETE at" MEOUMD REDuxEu lYEOVRET, ar0UIRED.1 . ___.�! - - CARED OtxRED � , 1 L - '.�, ' - 2 ' I -- MlCipr t a o r i i 4CHOR D C. + '1 , 1 ANCHOR 0 091�1 O.0 I iANCMOR � G9N• o.c. I; i V4v ,APCN _ l' _ 1/4•r A" w . ► TArGON 1 1. G ) I ANCHOR 0 O.C. I %) i1EAlOR • r O.0 CD /1 1 1/7• It/a• I- i/a. 1/4 - 11 �i`I'� I t C' W ' .L!'US• ._ , / MAX. `� , '`• 1 u 1 I _ , , I .} _ 02 �I�� 02 [Dr 06 `;. ; ED.a Jr'Y••, i , 1'', .'/Y ItaWl _. _.-, it '11' ('/'. I! I' '/2- '1LW1.. ,n IjMX, _.. I t/2- )1/4• " .i ,/Y (,/4• r�^ MAX,_ MAX._ - V I,2 '.; T• �•, �; i i r r/ p r: I WA. 1: i wn. I ; 1 L,R t q�' T- ) I t1 t 1 _1 r; ; 44 i ; =3 CID I ,/•^.-t9.1• I TO fM1Ub5. Ip•.3P,' - R 1 1 n , f� n 1 : '� ' 1 1 \/ I �(�, t--SEPARATON- I 1 (1 7 _ M 1 , M I cl N 1 ' IJ ).� I I.__1 I IXIi,WOJl11 •1 9A eP a �71 SS IN.Ts r �! /� GLASS • r: I Ara N. ._ ,,/, •- /� 1 G N I 6 < 1 ,/. 7P,• 0 I 0 ( 1!.•P-r4: n I i 1) a 1 -t,� N un �0 1 •. I s N0.,a 1 IYa r-eo.,• x. .'," 1 as eU3a r N �• I 11.'b-»,• t Lr I ,DIAL, Par 7-C EXMTIt((j, j I n''�-M I PTe� N 1 �.;r' A, ,A MIerIN2 „ 1 SNa.N m r tl /' 1 N a I 1 N /" . I n u9am K O 1 (� A „INN L'x15 I 1 % w [ .,1.^+ p 1K� ExtSTI I 1/4 r 3a,' — 1 CUSS I ' , I O1A54 �a.. ... - . N FIN w/0. EMIST1Nf�0 I Ol I... ,/,,. 1 at IR:- '_ _"'-'9 • 1 GLASS R ; (i•eP,S IrAf/ L� LLL /' .r. I - 6e7 EA,VSS " •' GLASS J w nL POLAR_ CMC •J 1 I ' "N� 1 ' P •L• NN , 1 'L• M1x. n , LOON OA1 7•�E) a 1 I P 1 ICiM OAA 7-6') N Bl 1 I ;; "f lIt Wt INC p 1 M 1. fr/.Till. _(. (OMICa i. i ELEVATION e (SAL ELEVATION N e I Y' LEN n I 1 ._ v/ I i' API!. 4 i IDwN PTt /'-e'1 K _ I_ t ANEl LC1/GM .. 1 - L. PAN[L LEIIRTI u I�.jC L S . L, I PAMC.L tUOM 9 < 1 e 1 ON S1,EE'T 1J) 0 _.__._ ... I 1' Mw , ....�: _. _.....; .. r (SEE IaOMTON �, ( ` ; 1 PANEL LENGTH A f (' (SEE ELEVATION 11 L "L' MAX M- :..'T _. a PINK LEIIOth �•� . I I _ _I _. t IT I !PANEL LENGTH I , N SHEET 12) 1 N S-W 12) II I ! PANEL LENGTH (SETT ELEVATION R I a 1 ! 0 -. .. L ;(SEE ELEVATION I 7 I . - .. . .: f_ ; � (OIgEi SHEET ELEVATION 0 i. I N I� 1 (SCE ELEVATION 101 .I_.. 1 N SHEET 12) _ o TO GLASS I U) pA 11 N SHEET ) u I N i - i ,•", -. _ /• -. _ _ -- _L T... N f:MEE't 12) Y I I IN #-- I ,• Ma 12 : r / /., I ,. 1 0 _ - . 1 e I. 1Nn .: I TO GLASS. ; 1 1) I 1' MIS 1 . - ; '. /T / rF I Ir-- VIA, N I '. U (;1 IIV— SEPARATION . , ,' Wn 1r ') I Cll ) f - - C) , OATS 1 VI a-- SEPARATION a , •+J I I' �'•-SEPA RATION - I. • Mn. 1 /'•� ,•.•-1 I R R TO GLASS I r�I R a`-SEPARAT'N 1 I TO GLASS. i l 1 i 1 ( 1 :: I , ; •• )�,� I ® _ r� �-(� - L N 6• V2 : TO GLASS ; II O 6' 0 I NL^9aP _ ; ,.(1) Eri1S1MG PORlLp LDa I EXISTING CONCRETE 011-- F J 1 _ , I 6I yr I I Y e(IE�,Ir 1 . S. I 1 ` , ji •-,1� I v2 ! l .. _� �V•y' _.._ CONCRETE BLOC% ' " / •L9 OGNEAE7E aIOCN i � ED• . L 1 EO i � _I ; 1; 1 e M Vl oc I :I r • 0I� aG REQUIRED .',':; ? I tour Nc RL'L7UIRED I �1 # ' I I -- _. _J / v , , 0.�_�Cp. er I " D. _._. E - D i �,) i�NEA �'N; CO _ E ..- - ; I- _ ; _i N%ga Q ,;.. �, i 1 �� 2':.' NOOQ e u , ac �0 1 - I�• '�e� I~ol `•Na t f tiJ �. _ O .L'J PUTS. I-` r _ _ _M16NDTAPCON oC. Lid. 1 .. _1A/N4C*0 T oc. ) a I'/ ._ _ 14•r 7 i 9' O.C. PLATE WWD ,1, 1�� T N �tt WOf7i!. _. I� I PLATE Mb00 f; •- r� 4 ,� . SIAGGEREO W/ S,IIU '. , s7ACGER[0 N/ OTC RELOAD 1 i I REQUIRED • ,3 + O.0 .0 REOU , - _M C. o 12 , ac 21i• ANCHOR e u t/x' o.c. m a- 1/4'r PANELwTE ,BUS' 1/4•r PANELAPtE Pss�Tv.-_ -` s�I gr"�nMB.RR� -' ANAL ANG,IOA • 12 1n` O.0 ANCHOR (BEYOND) f! i 17LSL11 I L. -- '. .•' ROD* _.�•y- L: _2•w4' WOOL! II f,/ RroUNtED , ;' , 4"r PKIRW7C RLISR� I�.:... 1/4•A PANkLAMtE Plus RMULNII PANELS RE gg •a ` L.__:r ,' PIAtt I PLATE n• SEE OHQII 17 t II TOR AIIC,nMS 7YP[ l sAC+K, roR ' '. �" - REOUNEO -�. _. - li .' REOaRiOL. NSIALL•fidla sP0 NON EMIR 61ROMrd. _ _ ARE BO A,IL'IDR SPACr10s AND LONNNW .0 U PENCE Qj{ NDCA o 00 CCO NYA=u AMTHIS SCHEDULL C"" 9MCCM ISS K ■ rDU3DMM rACING C MR THIS IC FACTOR SM N _ O ELvw" O-Ij maw „ 11-10", r FOLLA p SPACING L MR T I O FACTOR TO NOT aE lO6 THAN MINIMUM SPACING N1NCMVD IOR TAN ANCHOR IYIt N TM aclmMt. RYA. T!("�'A WALL MOUNTINGS WALL.-,MOIJU lNGS WALL MOLINTIN[i5 �,�fLP•A; i.. i,P � W /A} ,/4•r F' ••.:/% SCALE S/Mt• SCALE 7/6. t' SCALE 7/N,• Alonl F1ac - .sr is �p A. TIC(/ 41. VC aL1 ''•: i PUS -. •' � CEN 'P � , l V •'•1. ,ri ENO•'• iLORIDA BUILDING CODE N6n NI R VdLxi NMrticana ZonB 44i(fi FLORIDA BUILDING CODE Non 111 h Yabcl Nurrkw,a Zone 4rRr +Boon fi+494 oU 3 3 FLORIDA WILDING CODE Non NI h Velocl Nurrlofine Zone *. •WM.IY NIM orlrrer ON1 _3 3 - 1 * ; * CURB Rt°C6' an 24 GAGE DALVANIZED STEEL STORY PANEL r1' ILA i : , 44187 �'. £ `2m ILI= Ne, 24 GAGE OALVANZED STEEL STORM PANEL 11. �G I *' * • eamo ILO°°. x 24 BADE GALVANIZED STEEL STORM Pon ORION �wn � Q '�'"�, 1*'I*I Rr ,. INSTALIAnON ARE ONLY VALID FOR A.S.D. DESIGN mm 9n 9,A•r t,1M D•) 3 3 In £ * * ; * : * PROTECTION 07/O/aNIN I INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. ..pp STATE OF •--- v/n/1oe 4AA its ON KWO shy -. STATE ,_ -` aM/yN PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS r...j �L � �.. DESIGNPRESSURE I (,B.T AND PANEL �%"O . i0R GLOBAL PROTECTION PRODUCTS• U"C. 1 , 411 iLPQ;, - F/Oj(ID __ I{ I N E Ca O /MC. GLOBAL PROTECTION PRODUCTS, LLC. yrt. E( £ �N LENGTHS AS PER ELEVATION ON SHEET 12 -,-_- TS• PER ELEVATION ON SHEET ti STATE Df^'-�4� J �� EV OINc. •r am: P ESSUR RATINGS P ) $ �L ECrO1Nc pA. Z - a.r, 91 9L7BET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �•'• f• ¢'� a 4= Se. a, MOOT ?. FOR NEW WOOD FLAME CONSTRUCTION- YK10D �''4 SI •••••.•E•t1 -'--BA •-...... +eao 143731. O• :DECO �.I•'t-J .. 3w M-I4►MIw.I nnN1 tI.E. FL I.t3» // ONAL / 1 RNr s R43H. S.W.aA.e13" n F /OVAL Ea , � a °ME 20-17S MEMBERS TO 8E SOUTHERN PINE N4 2. W/ SPECIFIC < •.. n•,,:Ya`N_.A n,: at,`i�w-I R, POI[: (NB.Mea- Tow FAu(N..Nw7u 20-175 MEMBERS TO BE SOUHERN PINE No 2. W/ SPECIFIC NMUHHMMLA` ��v n.. tA•ti L+ w� P4q m-4R PNHL ha>tRr-7a4s rRu N6.w a7n ]D-175 d _ .._. __. NN. w, r TAN 1.0D_... 11 MA, A, / n r L1M1^ 1 �r PON m m:- "OIL aO•NBMM6, FAX: (eb.kN-m7 DENSITY OF 0.59 OR EOwL S!" •.••• / .-.. ,N�•-'.- . 4��Aft �,� „a MABNo Ir. DENSITY OF D,SS OR EQUAL. _Nr4•AR j."Ia +N. »N 41,. -� +•+N r N,r•"s •'" 3 , O-OON71B �`� A / 1E NRLTCR A TR33/1ar., PL Yn-I I PL, aW/WBP,UIR/WW 7G A 1NLR A'., rl P.E SFA )MAnBuvwx - A TAlP Jr., Pt ' BUNT I. M I6 MINI IMpT IM OT la -.- ...-.. fAlEt 16 W la J _._ a SHEET N0. SH 1.4 4 E21 /18. EZ1 W/18 ANCHORS '- - (SEE SECTION EZI a AIERNATNE EZ1W 9N SWV 18)' _. Lo N n 1)(SEE NOTE 7) -{I IiR/® *110101E 2) aGCH EFrNaDi --+--fT-'�-�"-- r !/fa'• A, MINUN a C� _ P_Op 4NET ,AST PANEL TO LIE INSTALLED At EACH OPENING SHAH ALWAYS BE �- O O _r. O _ O O O O O O -- -7- - 1 6-TjT I PROVIDED W/ RFAF HANOI.E TO FACILITATE INSTALLATION Or INTENDED .� I r" I I"I I IZrI�-'- ! I I ' TO DF INSTALLED Fi10M INSIDE OF STRUCTURE I F I• I � I•� i• I I AT2 PER ( t 1- s I• j r T T- .., 1 1 r 7 i (X' L• (1) DLF1blIlLQd E-Z HANG STCRRM PANEL SYSTEM (CNU PANF1.1 ! (INIERNiR PANLL) I I (INTERNJR PAN L) I (NTEMOR PANEL) I (ENO PANEL) I i WLF CGN. LTINL OF PANE, Cant TRACKS TOP 8 BOTTOM I SEf NOTES 7. 3, A l r i I I ! SEE NUlES 7, 3 4 I (7) L'rJD PPNEIS SHALL ALWA BE CONNECTED TO BOTTOM 7W.K -� ( I I I I i I OTHT. 15C A STOP EW7 SHALL UE PROVICLU Al rUP Dr { i i �ANtzM LOTH PANL1.5 * 1- ``1"/ �. l�)n ' 9 •,/.. 400 P.aI F .I •I I jJ I 1 (3) IF END PANELS ARE. CONNf CrED TO FK)F1f;M TRACK, LONN'FC11ON �.. I i i - �`yl i I SNALl CONS'ST or //4•E-20.3/4' M.S. W/ fr6'00/17 VPNF i I Ir. I I I• I jML'F9 PAN1L5�aW,j i!•e-70Y 1' NUT OR 1/4"sx3/4" Min. THUMBSCREW INTO TAPPED BGTTCH; I Y I I SS WIS T•'2`ly a (A OVERLAP TRACK. LOCATON OE FASTENERS MAY OF AT EITHER OF TWO 1 I I I EE SCCir0WS AS APPLICABLE) EXIEPIDP MT FLANGES Of ENO PANEL (r (4). IN CASE THAT END PANELS ARE NOT CONNECTED 10 BO770u - -�"- - - I I i r '- - '. I ^- - " I TRACK (;a A STOP BAR iS ONLY USED AT TOP AT LEAS: IWO 1Ij• i II I I I i lI I 1` I I ! I I I I IAu PANFIS S14ALI BE CONNECTED 10 BOTIUM TRACK USING SPECS i T. -i--TfT f. .7?._T- T_-1--1 ?-L _.�-T..iy-T -T.i . j. �. '}_� T }'T} i ( t INDICATED ON NOTE l3) AbOVE. IN SUCH. CASE. EONNECTk)N OF r..t.T ri-t-T LTiT- �IJJ_L�JJ_LLJJILLJJ_L�JJJLLJI�L LJJ111 JJ LI JJIL.LJJ_L1JJ __. _T __. _.. 1 PANELS TO BOTrOW TRACK MAY OCCUR AT ANY PANEL LOCATIDN SEE MOTE 4 3- SEE 51:1 r M!n INSTALLATIONS GNU' VALID 1.1 -No TE NOTE 3 t TD ROm.0.n NICH0R5 $PE(D UP "00 -iSEf SECt,ON E7t k 4LtrMMA17VE EI1W ON SIUCI la) - EZ1/18r EZ1W/t8 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL d) SYSTEM (�) .,CALF-.: 3/32"=1' 1.81/'(rIIJ U96M YI4Y fyAH '•'• .I 11AIDlE VNl2Y) 1 /r' IAAx. GAP Y� ,. SECTION A -A f,,,LIIIHrrINNN, SHALL 3/32"='- 3P\:•'' •'•.hKaQ'13' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ' 44167 -am NTT= W 24 GAGE GALVANIZED STEEL STORM PANEL ,• N PON P 2 *GLOBAL PROTECTION PRODUCTS, LLC. e'/1T/E°ze ' q SiATEOf =ECO,-, 16W SW >, MI. nJAuaw awA, rl Susr ', f. '• .... :ter r.".: f3.i,n waif nx riUNL too.)Go-. IMA I. (F4f)NO..MY 20-175 'YWr�- I()Y ~G-O0.1A,n •w EY,WIw ONAnP.iD Nx JrMI+PA4E/rMri NMLrOr . TY[n x Pe rnnllHlt 1 2 wm„ a n ENGI(VEEG-4INU ENGINEERING EXPRESS* PRODUCT EVALUATION REPORT September 15. 2020 Application NumWr. 17059A - R2 EX Prefect Number. 20.31543 Product Manufacturer All Amencan 8huthom and Close Memltscturer Address 1540 Donna Road West Palm Beach. FL 33409 Product Name 8 Desenption. 249a Galvanized Steel Storm Panels Large, Missile IT'pact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements or the Florida Department of Susmass and ProfAAoMAs W Regulation (Florida Building Commission) Rule Chapter SIG20-3.005, F,A.C., for statewide acceptance par Method 1(d) The product noted above has been tested AAWor -okoed as sutTarsdzed herein to show compliance With the Fonda BtM" Code Seventh Editlon (2020) and is, for the purpose Intended, at lesat equivalent to that required by the Code Re-evaluaRon of this product shall be required following p6lNnels Florida Building Coda modl6csdors or revisions. Substantiating Data: . PRODUCT EVALUATION DOCUMENTS U1 drawing #20-31643 Btied •24ga Gskanlzed Steel Storm Panels (HVHZ 8 N0044VHZ)-, sheafe 1-5, prepared by Engnsemv Express, signed 8 sealed by Frank Bermardo. P.E. Is an Intsgrat part of the EveNlebon Repo". . TEST REPORTS Uniform stabs structural perormana has been tested in accordance with TAB 202 teal standards per tear tepld(s) OBT-ASG-17-M by BbckwoW Testing, Inc. Large mllsils mVW resMance and cyclic loading performance has been tested in accordance with TAS 201 and TAB 203 test standards per lest reports) OBT-ASG-17.001 by Blackwater Testing Inc. • STRUCTURAL ENOINEERINO CALCULATIONS Structural anpinearirg cebulatiors have been prepared Which wakiale the product based on Comparor" and/or rational aneysis to quality the toftMr g design Cream: 1- Maximum Allowable Sperm 2. Minimum Allowable Spars 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAMOI NGINEERINGExPRESS.CoH F.NGINEERINGEXYRIAS.COM et ENGINEERING Pegs 2 H71' 2 All American Shutters and Glass - 24ga Galvanized Stec) Storm Panels No 33% increase In allowable stress has been used In the design of this product. Separation from glazing is not required for insialletMns outside of wind zone 4 and essential ha "ths; impact Resistance: Large Impact Resistance has been demonstrated ae evidenced In previously Rated lest reports). and is accounted far in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind beds as indicated In the SPRIT sch idulols) on the respective Product Evaluation Document (i.eengineering drawing). Instaflatfon This product shelf be Installed In strict compliance with Be respectwe Product Evaluellon Document (1.9 Tngineerng drawing). along with all components noted therein, Product components shelf be of the mWe"al spedi°d In that product respeL'tive Product Evalualfon Document (i.e. Amili Baring drawing). Limitations & Conditions of Use: Use of this product shell be In strict accordance with the respective Product Evalushon Document p AT engineering drowi g) ss noted herein. All support g host structures shall be designed to resist all sup Ompcsed bads and shelf be of a material listed In this product's respective anchor schedule. Hoat structure conditions which are not socountsd lot In this product's respective anchor schedule shell be designed for on a site•speci is basis by 4 registered prolssslon it engineer. All components which are parnRNlanby Installed shell be protected against corrosion. contamination. and other such damage at all times. This product has been designed for use within and outside the Mgh Velocity Hurricane Zone (HVHZ). Respectfully. Ov 'Ia.rNVM �' Frank Bernardo, PE ENGINEERING EXPREse RPKUO"W549 I Carl Aulh. 9885 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAMOENGINEFRINGEXPRESS. CON ENGINFERINGEYPRESS.COM f'0-WirIRY,+o9 � ''Am' :Nri rn- Y J 'Y1aA1 1+• aJ'l1.MYAl J -:L" f'Iv' h i nf: V'41:m. aLL '` '+ j�i�W A9�nr,•r MAHT K'rAHtT'T.�•r zrw�n[W -.Ir1..*++ ! c I = Yam M'• I • Av. Mx " '." a`i'a� ..ter. _ aJ IJ.LL rA Ynr 1.fit' r • P" / n Gsl 1Y s A Y I 1 pp�` •Ar N'.1. wvnA " c we_ P.Il..N JN •a•Y• u� y iT I h%` - W , m sin t > n Iv arT a-.'• R :5 a• - LF •iNA - i� t d ■ - i I s I g 41._Te M x p .Hi .-H MIF R� - 1 - E P 1 5 ti :.:lit ; S . ':.X•2Lna•r. i H 6 ?rap y •,r, f'sWl AIfR1uT5 WaDWT J% IID111D3 uL EXrxuLlaN9 - l •tJ:., ].1:iJJT t:i HI,I1XN,` a<IaIMI:.u'Y. L - ':', a_.: <:l +h. 3 4 It' �NF31 1 4 " 'TY••I ew t,NTJ'• h', I •Y• 7.1WX Hn,: )LIT! -': I ro W0.NOVNl el .lua I' w. �s iT �. I �r-- y-� ^ 1 TCC NW.L.TIe Ly� - "U1F ♦J T f r MINI! Ixll rNXrll 'f^[:Illix I . w hTKC cue H93:c : T ,IJ 4 >N „Y=rnrrr. urn ,ry _ - _WHIT vrrar I. EE��77 � � �. j � 7 lrryf� .v - - Nr r4. I i�.'I M 1N4MN r..1.. 41, ..•- {aF• WAIL NDUM S:CTidl ::lrn r'A w u Ir' :•„orh is-r ':.V_..'JI`L•J 1.41 ,1VF I' f 4u. vT1F ..r4- X L.M WI .,X_ In 4 I V ITf a( � [y 1Tu N^IYK_"aD-]DY, •�.'t'.�NM•I.V :<! �\Nr[:l+Ml IVYa IMV YNW 'Hat._ .ter B LLTI } xl1 nar::A=:-o, ferF'Fy':r,� yf:i nc"i'If E ,>-¢XA rat l4nrv' ,:1 +fsr^1 r _ :I� .,n,.4, Iwl u - Inu• J A 1Y:N IIY LN P •'tit: q pl !1 ginN (_I +wu rni ll r.4. a-Nn�p I.:f Ja-l: r,6a'l'I,C ie p 11 E 0 Fad JT, Y x ,..rat Crvlw K •:ir..'+!.:�:Y. �I lfg ff f•H 21 WI lea I =NI i I e LCK{l A. f M' ":. i'1. •• ''.Ti VII.it r l3l_= N 4M1r F ■E i yy ■ 6 6 I •Y- :iMJ IHYi i•. d•ITi�S: x'tF- H. JIh. 5 Y♦�lYy L:0••M=FIA1 u�ir l ,-_Y.T1-11 : 'i-.5n 20-31543 �!G/ ;r m. rn+u7 , Y TihT. n11 rr r..l :-,..^rex r-rr VOPTpNPI TONBOTTOM CLOSURE a3AR • • n w kl � l IL.4'/, . CJ. I �, �. .v: cU•'�• 4 rl:r Ir •T. *.. U ' l L I'.-L.Y rM.X/IJIIIH I [KIN NH:IinN /\l: rl Nu/IIINIxW IxINJ'IMIN %( 71 F'1� y'1' yr INSTALLATION DETAIL, FOR SERIES 2000 E-Z HANG STORM PANEL( INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD iT.RUCTURES j}•�--- -•-'�Lr'Ii POURED COIDINSTCWG 0.rl4's -CONCRETE Y. TAPLON /LOCK L I ANCHOR 0 12• o C. i IEouwlm. 1 / O 1/4.0 TAP(XR, ''-. /, h,' IHEIt IJFAD 1Fx woop IQrpE'q :, - i1 1•-; `-� NEI' HER HEAD TEE, / i _SCREW&,ya• "NOR a it' 0C SCREW �,/a• rRON REOUMED 1 �. F10M yl EODE a (sJ 2E 7T EDGE or Q7 r 1 I 1/2 ,/.Y-MITT 'tl 1 _.1 1/•'r-Fwr �l...J 1 1 1 ss. ,an wAja I I' MM. 1 T/2 mMR MAn ➢ 1 T/7' S R-SEPARATION I ' 1' Min. 1 1 _.. EXralkl6 R TO CUSS ! !/'a•P EXIS,Inp 4EPARAl10N 5/, 0•b ALUNINla1 POp TO Dl/LSS, .- -RIVET POP GLASS R �� RNET n 41 �; RIVET 0. :. r ... i- 5.3 eBn r p �1/}{\�� 1 1 1/4Y-NY1• B yyy' I MAX .. 1 a• P n * I PANEL LENGTH It' n PAIAEL LENG7N a w 1 vLG l ". ) x L y 1' Mtn .1/Tap OIL-g2p(MASS 1 11 -'SEPARATION g p[y, •, y 1 .� R TO GLASS i Or 'L' P I Or 'L' S I THUMBSCREW } NUMBSCPEIY P I vy 6 D e lr�i J 1 1 7 1 to .. C7,1 'I ..L'4•➢ TAPCON AMCNOR . 12, C.C. J. 1/a"P TAPCON E[ .;.. I '' 2`N' fY000 CXONCIHFTE OR ED . rtAlt CONCRETE BLOCK .. ....- _. _. NEDUE4CD REOURIED BALL IIOUNTINOAt I VOLiNTI�{ SECTION EZt ERNAMM11 E2 W SCALE 3/8r•1" SCALE 3/8-;- �.'' JCEN�1.• i KIM,1111,INNiN„N,r FLORIDA BUILDING CODE Non High VelocityHurricane Zone * MW. PANEL LEr4GTN 0.4 1 nT°TO '"'moo•"[' 24 GAGE GALVANIZED STEEL STORM PANEL IA ONLY VAUD FOR MAX. KS D. DESIGN SHAI.i BE 2'-6' 1. INSTALLATION ARE PRESSURE RATING 4/- 40.0 pet. AND V-0' MAX s STATED GLOBAL PROTECTION PRODUCTS, LLC. 01rn/101e >' PANEL �+•'• y2 �T�-Co LENGTH F �•-"- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �Sy O,,f: LOR10 r .6m S. $• SIT", w. r AM - n u,4, GAY. 11. 3331. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC `h 5>/ ".�T� Y ,.,..: JI:N nryM ram.""; f�a1 rn.•ai coos' (wlsr-nrs TAX pw,XaF-w+n 20- t 75 DENSITY Of 0.55 OR EQUAL. 4NQ 1 ^:A•-6a �,,, DArloc N. 11 /N4rW,1,W,vD,Te •WLTLP A 11 W.. Pr, u eon i4 or !e ALL AMERICAN SHUTTERS AND GLASS 249a GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNUMITED (PERP. 10 PANEl:SPAN)- TOP MOUNT (CONN TIP, TYPE AS RE•Q'D) SECTIONS -{- OPTIONAL WA SHIFTED a0LT5 W[TH WASHERED WINaNU ES FASTENED 0 OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) rE PLAN VIEYv In a a SW .LEE" \ sarrom MOUNT + \� 1 (COHNTYPE REQ'D) MAY 0E AT `391 r `/ a 375" a BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N T S ELINATTON Top MOUNT V"AI (CONK TYPa A REQ'D) 90N (SPAN AE BOTTOM TauCTlon) OUNT lc.it ITHE REQ'D) i -OR5TRUCTION O (LOCATION MAY VARY i (� NLZ� IH 5E Z OS TOP MOUNT iY� (CONK TYPE AS REq'D) BOTTOM F40UNI (CONN LMAX (SPAN BELOW TYPE AS REq c,) OBSTRUCTION) PANELS MAY I E NCTICHED AS RFQUIR Ep, OPTIONAL- "-20 STITCH BOLTS WITH WASHERED PROIi DED TWAT CONNECTIONS AND ANCHORSi ARE US#. WHICH $ATISFY WINGMJTS fASTENED 0 SPANS ABOVE a BELOW OIETIUICTION, OVERLAPS 0 RDSPAN (OBE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION NOTCHED PANELS ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS _ _ T....._V i E A MINIMUM S STORM pANFI }3 AM KNI NUM Gl ri . InVIU, WINO fCXNi 4AESitxrIAIFA(II1I1n) MAXIMUM oisw:N A AMnW 8l1 INSIAUA7WNSLESS T AAr H' IN1ALIAfX)NSG r f PA 5'WR 1 E SPAN ((...I nULN 30'ABOVE GPAU4 HHAN 30'A44VEGM9E H I'UI / 10 1WIM hD6n 'I61n --- __ +/ 35 13U U In 5.061n - 2 11§ 11 /40 , 1 }00.01n_ Aber In }}I 7.16 •1141, _..' Ilan of .. 4.I%m -, 2. 161" I . / 5o w L 11.01n I aQ61n 7.161n • Ss 1a66 m 6011rn 2.3Sm _ 63 m 609m ls3m / 6S 59tl n 1 6111n 7 In I _ 36 a 1 _ fi 12 In /71 270n �___ 6131n__,_ 991n >i+Ary aI- NI:UULt IVU I Lb: 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO PA DETERMINE MAX N M ALLOWABLE STORM PANEL 1 1 U L SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH LOADS Liss EQUAL T14AN OR UAL TO NEGATIVEPOSITIVE L FAST LOADS. rib FASTENERS- N 2. -PANEL WITH R5 E STUDS USED 1 CON)Ir4C'r10N WITH AS MOUNTING EXT01,1510N5 ("Fri -TRACK, STUDDED ANGLE. ETC.1 USf 6.25' O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL •H"• AND "U`-HIADEpS (INCLUDING BUILD OUT CONDITIONS) 3. LINEAR INTERPOLATION 59TWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: I ENTER $PAN SCHEDULE WIN POSITIVE DESIGN LOAD TO C)"MINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2 SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPr.ABLE, OTHERWISE USE NEXT HIGHER LOAD 3. Fop NSTALATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF FSSENTI L FACILITIES IN ASTM WIND ZONIS 1 THRWON 3. THE GLASS SEPARATION SCHEDULE IS NOT REWIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS ReCOVIRED. MAXIMUM ALLOWABLE 44",. DESIGN PRESSURES rn AS NOTEI] IN DESIGN DESIGN NOTES: SCHEDULE$ FOR�,pyL�$EPAZE ACND 1T1.HIS Sg .AFTTV1ESDE.UERSIGRCENpppUp�CAaS RES Cq5 IJ LATE. .ETEILMIF+EDe1nimoNCE WITH THE nAW000RDANCECN,ITH AGSCHEEIAND CHA iRER ORS AL io tHEPDA WiB'rOlve cM NCECATTVEAD SIGneas T71AN PRAURB CJIPACITv VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES: VISIT ECAL.C.IO/S18aS $rO Fr;p g-]yr; R_ C'CYInT':- 7 A 4.. ?- .:ID4. AY.wx Ir.IYYI'1"ll �•� wa P°RNAIIteW1LRNN.1B01nwapCiMl,[1'a MINIMUM ALLOWABLE SPAN SCHEDULE �XLr T� tit �Fs'�E7riF�iFriiEtitE'allliFii/ '. T 9�9■M Gi"©FcAEam�m©� t "S �37L li'T . ®�i�® tF1iBMIIitEiFii��l • MMM[ 1^c�3EFe"IdsTiI�E'liUijF�SsiE7 Mfg"KpA.O .Ec.�,il ®®mm' FIIitO� 1!0MEIER p t�EiG1FTrSFTiE3 ilEZi�FLiFFiFI '. it■T^•��®IiLfiELS1��E;3E7E'..B�L'7�FFSiI rF'i®Fr'��i�BM3EIIiMIRF:iF.�M`.'Ji®IF:ii ®pl�fWiiF.:AIE_Ii[:SiE3G1E iEulEiiO�i 11 � �.xLL N4lyd"iE"1- »ivn nx}5f N(7Ra Ids T4N[ 4ADV[ AYI"Mlr" r.•,wL+I eY,4 nl *ell' w 4o u Mx AMA' N xMT VP 3415ur ADW"FNIN L: T,YS I,rrf„fa l.Ww,r. rNLmY I.JN xo sEP role aM:x,, Ylw r w! em. n15rwCryvTM INnNG LD WNA1I1N1 ,COrr LM I MPI [ WI11. M %I +e non Wr.ral Mill' ' A Y,r I ! i U o 4uL NU VAFO AAgj O L1, Mf TH 4M4'.CWPITini' W 4FOU1Pfn vEP4R.2nDN Fc(xN f -1 1 ,cl M % IMIAII 'r } T 41.L1 ..M I»+VFW",4A.+xrltt:.•xrJL•4 ,TQr )4 rlvvaYL646U,N W"N P,NEI AIXI Fi TO rX7 }Y 1 R fI l�A'i J1A4 V,.-M'0 s r 3 w, xM M NUN i:N .0 r 7F1,fvUi Tor On roTnnn n nf+J4r1 w, N , N I W (xvl 11 Hr Orr.YUnO!rrl. ceTAu . I ,n3r.c.,.N, NuwJ•1,14 c:,rol!IUn wmW. NI TNrst OwvnNr.�. N.T.S. NA INTERIOR FAST ENING DETAIL L .FUN lnttnwN X' 110 . l f 4 SIa1- CNI 1- l mu x- WJ PN NIY A WA<wEYEC r K M,tw3 fr:urw 5Tll W iHE4fP -11 1WIAaNtli P l:N Ur F L .. anTaN N[a„Na SfON Ttl K MCI'Ni 4 e., ,an aH , n Y f IL•: m, +r S {I1II F!0 P, 1 ! lr,SJAE ,MKfrS •, A •IS 1M: rnM�r-T D1 !AM]NLp HMi n,p riMlf) W 140rr. ..A .,LUF vlvfN n, 4NGr°x MKxi marJlw vw.I,u l am e. P IIUN "u.C, Au3,cfn !n M pPTIONAI EGRESS PANEL DETAIL INTERIOR FASTENING I NOW Y. .250" -0 4" �('-0 �,' 2219�0"i 1Y y„nwlul,x x 0.094'. 30 OMI94' U �, l25' 0.750" S.tTIIF:, Y ` Py, � -' • 3eh' U. � E29" , o Q `I� 19 GA Y5 g f aS m .094" .4 1� laCi' TW - TYP 29 T y1R E O. -11.3 0.0062° 2_ D62• , .099' T 2 I[ I G 1 930" 1.930" .375" �0 yp g 1 D.Db �- aDOD^ I- I 4,:35 1 -930" .. 2.000 �- 011A •.--,I�lNAJL0Kt7�" -.I P',OOtl' I.- TrP. .7 P t g .11L• II LW" +"N1' C0. ,r,,.'u"HEAnER Buts old_ Ur 'U'HEAOER 1J"- c°�.ro J-PAN Ot06lIRC .�+�UD ,rNotE ,`I „f'��d 1.S1 1.560'H- �iL560" 510 3.3 MAX )I!7�" 0.376':J 0r,]13s`1 D. it�S'.2". L?�-- 1 lid r ry H12.50d'PANEL COVEPAG i-I1t�L 179'ppp"''S` 0.19��IIr004659" p��rrD S655 �0, 0.350" L.007" B'1W' Tiffs q 1 14.67� u� MGTI p yyF. E, F-ITf"11i+++ rr44GG-'••1L Troll I 0.5 415(r' O.a90' O.OSD' S ,1 ii I I r 1 lUp LEo f T-t, 0.090 tl o,o9D jl a 0 9"��"ar II G s1s D ass Q R0TV 135 305 to ® aRA-SLIT r T1AdL r••^F' TRACK •-. •N ...?1P• Magi 0.o90e 0.7a0" WNOIWT o.957" I tU- �e-�-mra=-mmm 1Z wed i I 0 376"��''11 D,V nnr'wox a- viT • 'N,Inw: z •u r•r>rr•i^rrLvt G Tor" •7( 1 L!G -- ' � WARNDM WJ...: _YL'LNI ri--3.000" 0.125�� NAv Eh 1J.3 •" TN`r � • nr 'JAL i' F0 ®'' ARGUE _ R1A916�iitcx Ef:tlENem) ,:"Ted Y•vtiJ.l W-HI 36.✓ lADO• r .•I^IV\+w i'c1; NI V:CIV•GT"?II Ln OVERLAP A�-.15" MAX. 4" MAX ZDANEA OL06URE DETAIL1 ,✓ -- - D.18B']- I w::%nmr `Q ' 18" MAX, MAX. 1%, -. x_imno.[.. ru. r.rr r,r,nr-rT.r^•Nnl>r'E,r.x W •K1 N b SUILD-CUT n '•O:'r , sr-.w. n r ,Iwm•3rt =ANCE ,T AI t^4..I TsrM C I ,NNE Ins n rT7l 1.DOD" M. n.cihX IN L, M.I EIWBED OVERLAP , .„,�: ) alo •ti 4' A wLi+K •J-. ' ,<� /\ ml I,nlll Np1Ml [. IaMlm• Ir 141i r W. E" a ' `.25' MR. ..A:Hr.•'I :.'LNrT3YY rlT fi 1.$Dd' Ili li MIM 1!O�l� r-1 y'01 ; IV MAX, , MIN -NOON I..•ji 4w ay. R'N1 W . •IW IF J., 4' AA Lin} C '=a /1CDrtiE0.469LME DETAfI t.:'9" 1 Y,:N>.. fnPN FI J, h) V-- EMBED •r:lm rrr.m- Q TRAP MOUNT CltM11PF DEIA 1111 x rV'�s - Y r 1 I� ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS 0 12 1" O.C. 2.3" ED6E OtSTANCE =1. LIAR ■maa "CNOR peeBm Tni OP e'-M' BMN U e0 -1r Ga31Y TYpE c1 a q c1 COna ripe 1 CR C c ) C. aYR T'K c1 C z a u 3130. I- d OnD DEwAwITPAc 1 Ili +A rr�� f 1 . 160 10.2 6.e 1 2,6' 16 D At 61 UP 12.r' 1S a'f01' 16.a' ➢.3" 6.e e,2" 2 12.1-- 60" S.L- LV 7i' 125' MW a7' 3.4" 12.5' Too" 111• e,4' 12,5 6.0' SAV &A- 12.7' 16,0- 81` S. i MI11 I I/ 13 DEWAV U11W..- 41 1 T41 N p-.�...� 32 72 1L r' 16.a ]s.a' 1i.0" 1 S' 1L0 • 16 .a 1? a" 12 5" I6 D" 13 A 10 ,• 12. 1506. 4' L ' 1' 2. 6 " .0' 6" 12 5, E.a' 1a. 2Y 12 1o.D 11.➢ B.i 12 7' t1F Yl ` 9 B .3' z. • Is. • 128.' 11.0. 12.5 367. 12.2" TV 127. 167 1170' ➢.3 32.5' 36.0" 119" 9.5" li.f' i3O" 13.9' O.S.-2 F' IB:O' my" As'. p I a`fl M INNhn As N110RIT4401i0 SET M.V%V .:12Wi 4 48 z 21 3 37' 2 ' 1 ' AA 6p I60' 1 5 E 16. E" 1 1" 11 ' 7. 4' IRS' lag"540' 131" 17. IQ.a• 1L0• ]S.e' 1I." 0 6 " SL6" l0 e • 12 5 • 16.0' 1 .S' 10,7" 11.5' 3 Ia.G' It56' 1e.01 I44" 13.3 127 12 5' 12.5 18 a" 14A" 12.9 Id6' Mr. 10,6" li 5' 1P5 I6.D" 12.! 16,0" 11.5' 106" IONS" 12.5!' 0" LS' 5' IN"Yi--14'rNNHU 33 WWVI rAY! N41! I 1 s 41 48 X 52 72 1 : 72,ff' f I a. Se,a' IfnO" ]i. ' 16,a' SE 3' ti ' D 11.5" 1jr l4. ^121, u.0 a 13.T' L4" 12 12 !" u.0 la.a I6.0" 11.tl" u tl' il.l" 3 l.r' lea- 16a' 14. " 2 5" 1tl " 1l.S' 112" li 5" 125' 8 •'1 0"I 1 .0 & 3 .S aa'1 It 1 S ' S. LY,2' 1 25 "1 13 g' 16.a' r' 1' E' ,• 1 •, 4' l6 • !•, i" 2.a" MOE DISTANCE 0/Ir 11 W [a101]T 33 111 EIAll NI iAMV1Y 0.62i' 46 IJa•. r.,/4 Item I. 33 nHW it it' X!IJ N W sZ 72 0.2r• 1E6 1 Sr"III" 1D'31,25- 7.1" 67° lag 6.3 67' 6.1F" II?' A26' 105' a 6.26" 6.25, 12. r' III" a13" Da" 10,11' 99.. 1.3" 12 S" 13A" !.2" a' 13.6'• 6.0" 54" 621" all• 9.X' b. il• :. " 4s" Ad" I,"r L14•IMNIu a "W A6. TAPCON 41 41 .N.r K 0;�� 2 12.T' ^ 1 3.3 Ll' s.o" 6.29 1a 4 l" 1 U' 4 ,• 0.23' l0 T" 41 tl S" 12,T• 4.?' 4. s 825 10J' 4.1' .a' a25" 104' 41' 4.0 4, 1 07' ,1' Co G35' lD7" 41" •.p" 3 J,.A. ..... is 901 1150110 ➢" ALL ch K 4t 52 )Z ITV to a• 341• ILL 12.s 3411 1 V 7 ' IOU, 7^ D 1 .5- 2 1 8.0'11 Al" 125 1b • 7.8 1 5• 1Bo' 7.6` 12.5 9.7 .1 12.5' 160' 7.7' 6.0 12.5' 16.7.7" -L.Y 62' 12 5' , I S' Mal 6.9" IiLd- 7.1• 1 .32' 12 3 ]6 n" L7' a.z 0`2" 1E !' fi.8" T r AI' 12 S' S.T 7.) I2 V go Dig 13 a 3' a.2' l/N" Y I Dan EM110 ) brYfNl Mrnp - W y As T' 52 N2 12.9" 16.0' 6,4. !J' 8 25 21,5" 4.4 - 4.1' 6.23" 10.6' 4,0' 3.7" 1zV 1' 34' B2' a• *25- 91' 1.6' 33' 6,2S" 42' So- 13' 16,25' 13.5' 4,4- &1- 625- A 25 1]" 6.25, 9.2Its, 331' 6. S- 1 a3o' 3a8 4.1' TI' 33" 16` B • e • 7 i' 1. " 1E ]]' B 23' •2" i7 Y.1' as S 92" 13' 31• 37' IIJA" map hIPSTAM/y 9 Ma[ Oman AatNerR Typo (MET IT'.r . , u,• CMN TYPE a(2 C3u in cz n c4 CONr■ T1 TpIi4t a cl c2 c+ U+' <r 6MM 23 iMi N'EIW 41 p- 49 tl--�■YNO■1� E2 T2 16.0, 16. • Ti6Y' 12 S•' 6.0• 16A•' S' 12. r' 36.0' 16.0•' 6.r• 12ff' lea• 160" ea• 3 r' 2 Isa•' l a oil 3 1 32 ff' 16.0"Ne" 6a• 12.7' 16.0- 16.0' 7.6 12.r 16 0' 14 7" 6 ' A 12 S 60 ll r' Q.r' 1i a" to 0,69' 11.ff' 16.0•• 1170 I ` 11. r' 14A' 16.a' t17' ■.0• t4.7" ■a- iz S" 22.T' 4 .. 16.D 3 Sari lea" ]aT' 60' O .11, 1 U2'DL000' 33 WOOD4C KEw 41 46 � Si 72 12.r' 6.0'•160"1a.1'12.5. Soo' 111' a' I2S' 16.0"70e" 61 12.5•• 160 Sal" ILV 12r 160' 97• 5.6- 12. r' 16.0" A7" SN' 12.5' Ili T' L 75" O is ... 12. ` ).D' 12,ff• /4 D' it 1" a4" 11 3' Ida 96' S.6" 12.5" 16. 16.0 160' 96' 5.6" B.A' 5.6' 9.6' S,6- 12.5" 23 9 12.r' 16.0^ &a- 56" 3fi D• a6" S s 6.0" %6• 5 VA., r27a• fAu10 33 tAOC FAK' 41 niP [ 48 Il 52 �aeaaa■➢ 72 12.5' l2 1-.0 1G 12.r 15,0 .2" 12.5" 19. 1601 6. 1 0 17. " 9. i 12.5" 7 .S' 2 3a.0 16,9" 9.2" 1215' 12.r' ITS, 76 ' SA 12.5' 1 18.0" 10.5" 12.5 16a gill 12'r 16a 16.0" 160" 9,1' 4, 1" 11. 1' 45,18.0" 31, SEA" 9.1 !.l 16A" 0.Y' 7 r r 37 fn IN 4 A11 N xNlwx 1 ..a 6x c 40 oa a w 7IC laiN■il s2 E�REIEI 72 .a' 1 . 1 5. 3,7 is 2.S ' t D" 7.8 2.5' 8a T 1 1z .Sri 4-0" 4 7' 0.2!" 12.4" .Sri 9.7" L2.5' 1 .4" 59" a` r' s 1 .F' t 4.7' 4. G 5` z 12.3 4.7" 4.0" A15' ' S 3r U.E' s' A a ./ L 1 1' L 4,T D azS 4. " ]2.!• 4.7" a 627' 22. a• aT" 46' 624' Yz 1" yf• •.D" a25" 123' 4.7" AD - ANCHOR NOTES: N A A PRODUCTS FIED HE N OUT Y P0. 1 ANCHOR SCHEDULE APPLIES TO ALL ROWCT C82TI REl B ONLY OJIOES MAXIMUM ALLOWADLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESGURCS INDICATED IN SPAN SCHEDULE SWILL APPLY. 2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING. THE EXISTING STRUCTURE MATERIAL, a ANCHDA, TYPE. SELECT DWGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN I,W ON SHUTTER AND SELECT SPAN GREATER TITAN OR EQUAL TO SNUfTER SPAWSEIECi CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITIDN (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICA rION OF CONNECT ION TYPEI. TO 'PANEL FASTENERS" ARE STUDS USED IN COW UNGTION WITH ALL MOUNTING EXTRUSIEM6 'F`^rR,xx STOOD D ANGLE ETC USE 6.25" O.0 PANEL FASTE ERSPAC3NG TABLE VALUES W0. I E 1 E N ALL `fit`- AND'U'-HEAOENS (INLIUDI ND eUrLDOU7 CONDITIONS) 4 ANCHORS SW(LL BF INSTALLED IN AOCOROAI4CE W"H N4ANUFACTURERS' RECDMMENI7AY1DN6 5, HOLLOW BLOCK HOST STRUCTURE SFNLL CGNFCfLM TO ASTM C90 SUJCk. 6. MUM 94S L T iNA CMOR ULE. MW7 EDMENT 6HAl G Ale ST EC N STUCC 7 MINIMUM EMBEDMENT AND EDGE O6T4HCE EXCLUDES STUCCO, FORM, BRIM, AND OTHER WAIL FINISHES WALL FINISHES &HAUL BE UMIIED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO ACEQUATCLY TRANSFER LOADS TO HOST MUCfURE. 8, CONCRETE ANCHORS, NOTED HEREIN SHALL BE EMBEDDED TO UN•CRALUD CONCRETE ONLY 9, WHERE ENISTINGSTRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VtRFY ThAT FASTENERS ARE INTOA.EQUATE WOW MAIMING MEMBERS, NOT PYWOD D. FASMINO T Y O PLYWOOD IS ACCEPTABLE g1'IL FOR SIDE CLOSURE PIECES. 1D. WHERE ANCHORS FASTCN TO NARROW FACE OF STUD FRAMING, FASTENER SWILL BE LOCATED 114 CENTER N WOOD STIJ E DISTANCES ACCEPTABLE F E IN ). WOOD IS U X 1" (MIN 1 0 r- t AC ITY OR WOOD FRAMING). YFOOD STUD GNA.LL BE "SOUTHERN PI 'C"0�55 OR GREAT97 DENSITY, LAG SCREW SHALL HAVE PHILOPS PAN HEAD OR HEX HEAD, 1I REMOVABLE ANICHM ARE DEWALT PANELMATE, ALL -POINTS SOLID -Sr r 8 BRASS BUSHING L2. MLgOiINE 5_REWS SHALL HAVE 3/2' MINIMJM ENGAGEMENT OF THREADS INTO NE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD OR WAFER HEAD (SIDEWALK EOLT) U. N.O 13M VQMVM B. 4aEDEAMT AND EDGE DISTANCE EXCLU6E16 STUCCO OR NT HER WALL FINISHES. 14. DEBIGNATM ANCHOR CONDITIONS VVHICii ARE NOT ACCEPTABLE USES, !9 7 [ DIRECT MOUNTING CONDITIONS. LE LINEAR INTERPOLATION ISNOr PERMETTED FOR U%E WrrH NE ANCHOR SCHEDULES USTE1 ON THIS SHEET all CU Cn -�6 N O Q c O c co -0 .� V Cn •L- O O c O O U- O .L 'p O Q Z Z W J GGi CO �d 1A., 2 v 0 d - ii �GN CAN d /A9 4 v� Gd Vin �Q cn•r� as W CD V cc O L ^L i..i U C O ^^L W `V W LU = Q Z Z Q J 0- SHEET NO. SH 1.5