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36292 Garden Wall Way
i I I ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handier Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bdold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BILK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter Sc Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or HgL Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Gig. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V. L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR orVTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR orWDW. HDR, Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION 08/26/15 3.00 2015 NEW CODE UPDATE 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. 12/19/20 5.00 FBC 2020 CODE UPDATE I ENN*ALR� 1525 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 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 Ir 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 o CIS 't7 dLU 0 LN S O G/ d n O C M t-N Q - v m x C IL C N C6 O i N CV t 3 d a El c �2aa� v a ac • �° r. a..a E 3 w n 1 1 >� o N N Jce- lli tttlrrrroi C\�y�tll0^1 ':• c� Q�OFES`��O i An 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. a W g IS E g R8 0 V C D C r te�� J 0Z �C 5 W u.� SS a a �[ 0 OC W ; MN� cR�pjO' m Z IL � "Z d Z N o ci 9 W pp z z o J _ a N z v ■N f6 U W � g j� _ O LU s to �N ct N w W — t 8 x U � >R Q OD Y N CM • o � w Z J m E � �o � as E o E U W" 10 �® oa pp-E E qY0 Z 00 �Z Z CO t az $ wZ �w in -O C a�z �y mo ZLL Z m �w 20 Zo T NZ W cod g� � xG NJ _ _ Mo Mo v .1 W 00 3 C O 0 O i J rn m W CID CO Q cc CN Lf W r Oio LO N cc a N i N T CN T ci M z N E .. a 0 -J v ¢ o JOB 23-00 SCAL : AS NO' SHEET NO. C S c b KITCHEN O. BATH VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES 0 7 Er�i KITCHEN MIRROR ■ 0 El t\ C 0 C BATHROOM 2 0 i� FINISH PER FLOOR PLAN 0 INTERIOR DETAILS SCALE: 1/4" = 1'-0" VENEER KEY PLAN SCALE: 1/4 "=V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 24" TOWEL BAR TOWEL BAR IN w a ON WALL ABOVE TOILET TOWEL BAR-_� TUB OR SHWR. ON BATHROOM WALL MEDICINE eo r SHWR. o VALVES CABINET TOILET PAPER loDIS SO/ HOLDER 9 �* O Z 02 ��- .-°a o O > V > 0 TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS in I - i I I I III 1 L - SINGLE ROD CLOSETS/LAUNDRY KITCHEN POWDER BATH 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER i6" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET c 36" H BASE 0 FINISHED CABINETS a COUNTERTOP 30" H BASE -9� o m CABINETS o oc LL , n F a 2" 0 2x > 00 FRAMING b o 0 112" GYP ry [� N N BOARD FIN FLR. f FIN. FLR. SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1' 0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN - 10'-0" A - Al. ■ ■ ■ ■ ■, LANAI �- -8' 8" FLAT CLG. A.F.F. � G. - 12'-0" 1 T-0" 1 I I I I I O I 1 6068 1 NOOK 8'-8" FLAT CLG. TILE 13' 25'-0" iI61 10'-0" AC PAD HB O 35 SH DINING 8'-8" FLAT CLG. ■ CARPET 0 0 _ _ - WALL Mr DW 2068 Ln� I BF. Ln :4 :: ---� SINK W DISP ■ . KITCHEN I 8'-8" FLAT CLG. _ I 3 TILE IT I S6 Ih � w TYP. @ z R I 2 STORY I (3) 2x4 #2 SPF STUDS W/ a I Cr I -I-- USP HTT16 @ BASE r7: -Z-I I` o�O UNDER FG1 TRUSS i I f I I 2'-10" 3' 11" I I ALT I I I 11 AC PAD I I I II II ■ L-----J - PLUMBING LINE - �a TO SECOND FLOOR ■ TP UN ` ^' D D. 8'-8" FLAT CL = TILE O (M / = 4L�2 81 EDGE OF SLAB ■ 2" BEYOND ■ WALL T-2" 3'-4 I 4'-8" 1-1 4" I I II M II r-r- 2f68 �F. 1 I 110'1 yp 1 1 1 1 1 h 15114 11311211 11 O U A u7 N FAM I LY _ 8'-8" FLAT CLG. CARPET - 60 TYP.@ 2 STORY 42" HIGH 1/2 ■ WALL W/ 1 x CAP T-1" 4'-1" = O \ U) A u7 N l I I I 1 IJP OPEN r I I I I I �ABV (3) 2x4 #2 SPF 116 15 14 13 12 1 1STUDS W/ USP HTT16 @ BASE FOYER j C S3 Q S4 H2 C S3 I CD 8'-8' FLAT CLG. - TILE O_ w 64' 3'-10" 6'-2" `r 2'-8" 1'-11" 4'-1" LL U BUILDER TO PROVIDE O LU O m APPLIANCE PROTECTION NOTE: FINISHED WALLS ■ ■ 3068 ■ ■ WHEN REQUIRED PER FBC TO BE FLUSH. FIELD VERIFY. ATTIC a. U Q ` I ACCESS -- ENTRY d 8'-8" FLAT CLG. U AFF ■ w 1� ■-------- ■ o G.T. - - A --------------- - ----� 2'-4„ S3 . GARAGE I TYP. @ 8'-8" FLAT CLG. A.F.F. SINGLE STORY I I ■ I K S4 TY I I HB P.@ GARAGE 1 o I M 16070 OVERHEAD DOOR ■ ■ ■ ■ ---- 1'-10'.Ill,160" 1'-10" 4'-8" 19'-8" 5'4" 25'-0" EO (V M 0 d WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S. H. 13 20 X 381 18 J X 371 S. H. 14 20 X 51 18 4 X 50 S. H. 15 20 X 63 18 4 X 62 } S.H. 16 20X72 184X71 J S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 11-13 271/4X38 26x37 S.H. 1 H4 27 J X 50 26 x 50 S. H. 1 H5 27 X 63 26 X 62 112 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 1/2 S. H. 23 37 J X 38 i 36 XX 37 3/4 S. H. 24 37 J X 501 3612 X 50 S.H. 25 37 J X 63 361 X 62 112 S.H. 26 37 J X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 52 J X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52'X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 e (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 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SIN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 FIRST FLOOR PLAN - A 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 112" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. c+� C'V 0 cv cc � C= C 0 a C7 -lam a r: N C LrG O` N m c= N Z7 O L 3 w o x 0 0.� as E � U io 3 3 m u as rn c.27 m g o a ,�ttlilttlEfltfffffs Pz • •�� r•' `� ul - ��� O� <; ,�0 - M �� U s �'•., l�f11i f .••'� QF? OFF E S 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. M a CT, E O N U v 0 m 0 N O C co � fA J), 12 # (V O 9k LL a N M V m u_ LL w J LL LL w - -o a x � 0 :E- � 0 off°'°' m Z ILW `n M Z d J ZN O U < c) W (DZ N a Z Z J � z (DN CD.� y (Dul) 0 ^ , v` ,s 8 N � u, ) VI 'J d E U o N o to _. z M M J Z � I G E ca a a i o o Zc <n o wz Z� o� CL E "I a� � O oQ z cM do %= o <8 �Z ww ro cn � 9< m oLL m J y0 <b Zr ¢w I Cn 3 �� <c W C) 3 ow LL Qo� a �5 _ O� � ¢� 1O Ela c O 0 N O N > L ! O Cn ra � N Q CD CT co 4-Jco (.5 co N Lo LO N O O) N T- T- Q N � r E c c0 ° z co Z E N r a m c a E 0 c wi Q p c c JOB NO : 23-00501 SCALE : AS NOTED SHEET NO. 1.1 M_ I � 4. U W1 1 : «;Y . A W6 .1 _ _L•- ' n - 4 _: _ _ - _ - - a � l .�- t, 1..�11. � - .:.L. --,i,_:�..rl- - �. 11.1 �1,.,!] V L 11-41 . e STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" B (16) RISERS AT 7 -9/16" ( S- 10" TREADS w/ 3/4" NOSING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. i16 i 5 i14 4 ,13 i12 i ' 42" KNEE WALL WITH 0' i 1 1x8 CAP & CASING 10 36" H. CONT. �g GRASPABLE B o>� i8 STORAGE co 0 RAILING i7 UNDER o0 STAIRS 1x8 CAP & /6 1x TREAD i 5 CASING (TYP.) i4 1x RISERS (3) 2x12 (TYP.) STRINGERS 2 3 iv 2x FRAMED 2x FRAMED WALL WALL 1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. �T CONT. HANDRAIL 42" KNEE WALL RETURN TO WITH 1x8 CAP & CASING E�TA�lL J4f_3/4" PLYWOOD DECKING " TYP. STAIR SECTION Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkiine. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3' STRINGERS w SIMPSON A351 MP34 CLIP TO FLOOR SYSTE LANDING FRA (2) 2x HD REQ'D @ LANDINC STRINGE CONNEC FLOOR SYSTEM PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. V-0" MAX LANDING LENGTH 1 10 40 D2 TYP, @ H1 6 H1 6 GONERS 25 SH D2 25 SH D2 2X6 WALL- EGRES 0 SIM. w/ (1) MSTAM36 FLAT STRAP J S6 TYP. CH1 = fn o= 3 D2 SIM. W/ (1) MSTAM36 FLAT STRAP DRYER VENT- THRU ROOF. HANSON BOX @ 36" A.F.F. LAU N 8%0" FLAT CLG. TILE I ILTB 60" X 36" SHOWER FIBERGLASS TP SURROUND 3'-4" - - 5'-5" - - BATH - - - " FLAT CLG. 2668 , 2068 TILE BF - Co o 4SH I I I WIC L9ER_ns 1 8'-0" FLAT CLG. 2068 I CARPET 2668 TILE TO 7' o A.F.F. 2JB 4SH -0" T CLG. r TILE 2468 BF V-9 T-0" 3'4' io w -- - 2668_ @1ul W I D. m 42" HIGH 1/2 0 WALL W/ 1x I w I CAP W 1 DNI 116 ffa OWNER'S SUITE 8'-0" FLAT CLG. CARPET G.T. rn r m I ir 1 00c c 1 Ian BEDROOM 3 8'-0" FLAT CLG. CARPET G.T. - 3'12'11'109'8 2V '6'5'4'3'2'1 J J 00 N 24 SH co0c 22 H 1 O I N 1 D1 D2 1 1 in I I T-8" 8'-0" `n I " I I 4068 BF 1 I I I 1 r---- -----y BEDROOM 2 = I I cn 8'-0" FLAT CLG. r j I I CARPET _ G.T. _ I� 1 I I 1 22 1 1 D1 I I bo 4068 BF I I 1 - - - - -----J I 1 I 25 SH 1 1 4 EGRESS 1 � D2 B 22 I I H1 D1 I I 1 I 1 I 1 I 1 I I I 1 I I I 1 I 1 I I I 1 L--------------------------------------� W©I "v SIM. w/ (1) MSTAM36 FLAT STRAP co CV 0 CV 140C RFV 10 1 90 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-011 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. (*)>9'-0" SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9' 0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20 X 381 18 J X 37 i S.H. 14 20X501 18JX50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 18JX71} S.H. 11-12 271/4X26 26X25J S.H. 1113 271/4X38 26x37 S.H. iH4 27X50� 26x50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38'i 52 } X 37 i S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2- FLITCH PLATE CH2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91 /4" LVL 2.0E Fb=2950 LVL 2.0E Fb=2950 (2) -1 3/4" X 71 /4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 \1 +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 OG SEE SN SHEET rH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 SECOND FLOOR PLAN - A SCALE: Y4"=1'-0" 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 we that are perpendicular to the adjacent dwelling unit wall: e From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. e From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. e Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. e 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. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA 721 S.F. 807 S.F. TOTAL GARAGE LANAI ENTRY 1528 S.F. 397 S.F. 60 S.F. 30 S.F. TOTAL SQ. FT. 2015 S.F. 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 I - GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED eh !V C� N G r W Cr_1 a R o a- = N C J N ti cx A O a. y 'O !4 t y 6>t O J i[ N tile as E c t e � 3 by io y el .n = CIO N G c � Io 0 a `a ,�\1ir1��2lliPP1E1P. � W NNI _J4 3V Q)P- Co Ci •: F O F E S S\O�\�o '/�rflPf l u l l„11� 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. 11- E Cn 8cii I4 N �tp'') V y coo N M1 Co to ;i; NJ f .9 (h LL aj CM V 4 C J lL W M u- a. Lu Z 'Fa C13 rn o 0 fit �'pN(O 0 0 2O O1o' m u) w Z ,°�° M Z d r ILW Z N W ❑❑ N V Z N M z v J - � N N - LL U 0Q) to c ro U ' 11J E t $ I _ � m c Q W �Q s� o J w co c., c`71 a o z LPL c 0 O woo >^' z® 9_ u 10 R. So Z o o f CO (� ra 2 gZ < W Z $ a o �w m 0 �_ � Z Od J �o aa0 > z <. 2w W z wa �F ax cars v z� r $ 3 =O = O J Lr) Q � 6 B ca CD O 'S C .2 Lit .I~4-J aa)) I� '2 O 0 N LO r 7 - Q 04 T E M C CV y O Z E N iv a U JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. 1.2 6 a EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU RAISE BANDS OR FOAM PER COMMUNITY SPECS EXTERIOR PLASTER ON FRAME 12 5.9� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ------------------------------------------------- -------------- — --------------------- E E CJ 11 25 SH 25 SH / ^ FLASHING ------------- -------=------ CJ / WEEP 35 SH ----------------------------- 12 5.9 6068 SGD HGT. 4 F_ _ I HDR. REAR ELEVATION - A SCALE: 1/4" = V-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6" TYP FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS FLASHING I 1 .4 24 SH 25 SH , , 12 �I 4 i ins ini TEXTURED 1u� a ,U� CEMENTITIOUS FINISH ON SANDED CMU aDo0000a 1 FINISH c El El El El 1:1 El El 1 s N o� FRONT ELEVATION - A SCALE: 1/4" = V-0" e0 co HGT. 5'-0" RIDGE VENT 12 5.9F� 12 5.9� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P. T.O.P. --------------------------------- -------------------------------------------------------- EXTERIOR PLASTER -----HDR. ON FRAME .1co AGO 00 00 0 FLASHING CJ 12 FLASHING —12 25SH -----— — — — — — — — — — 3� 4� Q FIN. FLR. FIN. FLR. --- -------------------------- ---- -------------------------- T.O.M. T.O.M. CJ / WEEP T.O.P. FIN. 00 ALL TRIM LINES ARE SCORED TEXTURED CEMENTITIOUS HDR. -------------------- --- FINISH ON CMU 50 00 in N ;� 25 SH 25 SH FIN. FLR. T 4' OFF 12 5.9L___11� 5'-0" RIDGE VENT RIGHT ELEVATION - A SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P. �J u EXTERIOR PLASTER -T 1 H3 SH C J 1 H3 SH CJ ON FRAME o0 12 �2--------------- FLASHING-- 4 4-------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- ------ FIN. FLR. ------------------------------- T.O.M. CJ / WEEP CJ / WEEP HDR. TEXTURED = CEMENTITIOUS FINISH ON CMU 1 H3 SH o co 00 FIN. FLR. -- -- ---- -- ------------------------------------------------------------ LEFT ELEVATION - A SCALE: 1/4" =1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. tmenor covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 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. 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. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 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 prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, 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. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 ah e�lr a N a� .o w. d� > W c t o a a� _ M V N m h N O � 40 — N C 6, Q rCA N —c• �o s T � 3� to CJ = > o: •`° = E c aci 0 1!t i I t I1111/)/)1 Q`4e,t�`i U' N C'M A� z •'• F �. �`� �. O �%N. O F E Ss� 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 - Residentiel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 'qE N N 6 S 0 0)0 C P_ r'n;2r N Q * LL Q CJ LL W �LL� a li "Z C Q, le 0 Ir9i�4jO' m Z cc L0 C0 Z d IL L N O U Z W O� 0 z CU) J a U1 Z v L �v O w 8 V) c m V) =DU) U 6 .I �. W J c co o M z Z Z 0 LL_ E Z. •' Q E �U - `z z• oa F r6 go 00 ZC3Z CC) M<: L g %p wz wi cn Mc c �< N m o� Z Z m N O Q W zz z o a Wa C °g � w �i Cn v w-. 5x a 03: c 0 L6 c rn P co 04 co C Q C) Cr U) M 04 a. LO 0 a N 0 N 0') U rn N r T �T N M CV) 1— O Z E N E a. d v ¢ JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. 2 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. 150AI200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 #12 to appliances and GFI 150 AMP/ 200 AMP #10 to WH 10 #8 to Range 00 #6 to HVAC MAIN 0 200 amp 150 amp UNDERGROUND Dis SERVICE BY POWER CO.� INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 200=4/0 in 2" Conduit 4 Bare Cu Ground 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 F I CODES AND THE LOCAL POWER/UTILITY COMPANY. 1. Electrical outlet heights as measured from finished floor to center line of the box to be. 16 AF (genera ). 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. FfT ).W.P. KG.F.I. I� $3 ?4 $R I--O O 4-P.C. CH PB DB SD CM USB a ❑TV 2 O ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT I II ELECTRIC METER I I II ll ELECTRIC PANEL ===J DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1.5" VTR III I� I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR DISPO ■ KITCH IN ■ DEDICATED ECEPTACLE JIICROWAVE ANGE HOOD PER SPECS OPTIONAL LIGHTING SCALE:'4"=V-0" .01 i I --� ROUGH -IN FOR �/ I I I OPT. CLG. FAN/ � + I I I 'LIGHT PRE -WIRED 7 i I I I BEDROOM 2 I I I I I I I I I I ----------J 4 I I ' I ' I I I ' I ' I I I I I ' I ' I ' I ' I ' I ' I ' I I L--------------------------------------- I I SWITCH FOR DISPOSAL IN CABINET— r_===_i If 11 I I ALT I I I I AC PAD Il 11 WP GFI 4 DISC. PER SPECS ELECTRICAL PLANS —A SCALE: Y4"=1'-0" a., � o dLU '! W o s 0 m a x ♦+ C LL d N � O y -a N t Q m N Y 3 0 c� a► � E w o C. Q � _ C 3 3 Ta �•=' via, ���o � C •� T 40 G E � o U 8 Y, 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W gCOD �E 0 V 1�o 0 c N r co yOy YMI to U) n J Y/ Q Ch R LL to u- LL w LL U_SS , a_J E- o Z m�� � o W (V Y 7 m w Z LL7 Co U) M 0 a J = N d o W El El Z C Z N M O 0 Z Z O Q Nr aaN Q J � N U z �N 0 4-1 w M a — � O w g "� r6 U w Rai8 S L U 'o M U) o tr w Cn M M i 0 Z E E .o <s tz 0ca lJ oLL Fz zo pa I— 00 ¢ r U K Q Zp +� t a= $ wz r M _ �y z� Z� J ¢b 22 8 `C) o 5° aZ W a p �dg O w LL mw xZ ti - r 3 z �� o v ;o $3 0 �O J 0 ai rn U 0 ` W L CID co .-. =3 p O Q U) Ln m 4-1 O C) LO M 0CN L0 rn 04 i— r Q C T ui E w E M r- o z (C Z 7 E N to M ci _j a o JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPA 60 SQ. FT. s ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT, Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 288 276 39 138 10 69 0.0 0.0 0.0 (Zone 1) Main FWr 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Fbor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: Y4"=1'-O" O d W rl� > W O L C G n O C W C.1 N LA- Ca. h y N L Vf N O cc d r= 0 L !E d d ii d cc a N L1 C E O d Ci L O .:�e�• ' OWN �. SE t jib. To the best of the Engineer's knowledge, information and belief, the structural plans and sped rAdons contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ' Q � E O CM O p - i N N O di LL ej M of , C J LL W LL ,n � ft�1 W �c:rm O W °' m LLZ co C1> N Z a k Z N (5 U W El El Z Z � Q J N N z m 4J s ♦� C/> W W � a V 0^ W s t/1 N co co U � C9 � m o c z M o ZZZ l.L ZO 2. >N Zo a O U o° z® t� U U O c E r0 &� < : =O U 0Z w z CD H L CO � g O z �� W mo �� Z¢ � J 8 aaO �z 0 W �o z r o� o w� >° a C >� J L6 rn 0 c CD Q 0 ) CD CL L0 ate-+ a 0 •0 0 L.n M LO LO Q T ui t'M T- o Z N N E ti r ID c rp a U v Q p G JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. 4 " #5 CONTINUOUS REINF. SEE FND. FOR WWF PLACED IN 1/8" SAWCUTx 1/4 SLAB ,.�., :, .;." QUANTITY UPPER 1/3 OF SLAB THICKNESS WHERE { n #5 X 25" X 25" CORNER OR FIBERMESH SHOWN ON BAR ONE FOR EA. REINF. SEE PLAN. FOUNDATION PLAN , HORIZ. REBAF:, TYP. 25'-O" �:r U.N.O. r «Alternate: 10'-0" 15'-0" z ----� w The reinf. bars shall be `�':� �" Cont. around corner by cold 11 " T-4" .1 14" bending the bar w/ min. 2'-0" x 2'-0" x 1 -0 bar lap of 25". W/ (3) #5's E.W. LL 2' -0" x 2'-O" x V-0" S3 W/ (3) #5's E.W. CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL TYP. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 1 -- ----- S3 4. I 11'-8" 6'-110" 1 6'-2" 5'-2" 6 5'-2" o 00 1 c 1 21-811 TYP. @ J AC PAD 97.44' ,;, I 2 STORY S6 l I U.N.O. PROVIDE 1-1/2" RECESS I S3 FOR SGD DOOR. REFER 0 I INDICATES FILLED C LL /3 00 PSI TO MASON'S SCOPE i; // I ■ FOR WIDTH 1 CONC. GROUT FROM R BEAM w/ 1#5 REBAR VERT. ABO) (E SLAB. / 1 TYPICAL @ ALL PLAC S SHOWN HVAC CHASE HOOKED FTG. DOWELS 1 3 I 1 EMBEDMENT W/ 25" E T. ABOVE SLAB /j BASED ON "GRADE 40 STEEL" // LOCATION I ■ 1 1 44-211 2'-611 0 6 4" '- I 0 � � T 00 1 r-------_ / — — — Ci Zo I I II ss TYP. @ ■ / /_ 2 STORY / ooto I I 2 STORY U.N.O. I // / 1 97.77' ELEV. 1 U.N.O. O i FIN CONC. SLAB i ■ 19 EO S6 r 1 21 11 /�1_Q11 PLUMBING ( 1 1 3-1/2" MIN. 3000 PSI 1 `r �ALT / STACK iv I I CONC. SLAB FOR 1 ((AC PAD — C4 I I HERNANDO COUNTY I ■ 0 ■ — U ONLY 3-1/2" MIN. 2500 I 0 ,r L _ _ _ J PSI CONC. SLAB OVER I b �r STUB UP TO I 6 MIL VISQUEEN 1 co 2ND FLOOR 1 C.J. VAPOR BARRIER `f' FOR A/C — — — — 00 ■ I I ■ v I 2'-6" x 2'-6" x I 1 STUB UP TO r-1'-0" W/ (3) 1 0 M I FOR A/C FLOOR I #5's E.W. ■ off w H•W C K I I} �•,,at I o z O O � S3 S3 I to =Ix Ua 1 0f3'-8" BUIL ---1-----1 O N w O PROVIDE 1 > m I o Q APPLIANCE I ■■ ■■ PROTECTION TOP OF CONC./ i997.44' PROVIDE 112" x 9 l/2" C7 } 5 a " RECESS FOR FRT. DOOR Z 0 ■ O a WHEN REQUIRED PAVER TO BE 4 I " I ih ~O } 2) PER FBC 1 BELOW FIN.FLR.I N W 1 YP L v 11 LLO � 1 w to V) 1 s3 T z0 I>LU ~o U)10 I I ■ — — S3 �! 0 O 1 N to I 2'-6" x 2'-6" x 1'-0" I N W/ (3) #5's E.W. z >_ ITC.J. 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. O0 A I — — — — M u- T S3 (2) #4 VERTICALS 2'-6" x 2'-6" x V-0" W/IN FILLED CELL I ■ W/ (3) #5's E.W. J A 0) S3 �97.31' I S3 TB I " 1 0 TYP. @ o—L-------- to SINGLE ------- STORY 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. 1'-6" 16'-8" 1' 111 -101, _ 16'-0" 1'-10" 64" 25'-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 FOUNDATION PLAN —A SCALE: Ya"=1'-O" N N OO C o .•- v m =c 'CA= > W C. s o Q co u o. � _ V N m -a x iv o Q.d.•NY a' E c D a « 3 •°1 co) Co �! C •� 9 v) IL c E o G. v M O N 1 E7i�! JV „ :- •• STATE OF S 14 �C• �y1 P�J j,s q 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 Cade - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E $ N CR 0 ao a�i ,0 Z 0 8Z t �� 0 rr oQ j 'rp C� CO on J 06 -�O) Z Z ILW us 0 U W N M Z N 1'-z o� aoo W v z " C, J a U) N z a) LD o _ tL W � U O—� W $ NV) c � rn w t Q o z C11). ch a a wa z <R p U oLL za F'= o l= `�0 XU <o wo �U g Z E r0 az 0 wz 6o U m0 Z F m m Q W C 88 �z z a° W T3 o nw �k LL 0 � o N w` f7 ;o 0 a T U 3 C O J :�O L.604 di M m Q Cr U) t O '2 a N (3) N N r T Q CN E N M z M Z M N y a E ci w ¢ oID JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. 5 Y"1•I�Wl 21-WW 11A W.LNUMA, I II-ti Y.I. _ 1 Y : ;A .Ll♦. I.., Aid L'L"■� —� �■�� .:..1.:�Yll dt � :.may-uy L...�...,o d ..l:�,IW �s�:1�L..L.,"LI:.W.:Y.+1.;d J1.�,.LIY.-".� 1�1�"�Jil;WlilR11MW�II��i.l11i�IJ�IWiI��II�Yt�J�.itdl.d.11i.e Yl.�.1- '-'11ks1q��y / ��Ill��-��.l ll. .1..11 7 TYP. @ LOW ROOF U.N.O. t 1 r 2S ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEEn (-) 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 1 -60.99 1 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or is/32' EXP. 1 03�1'6) TILE: 75/32" EXP. 1 0�1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-M 10d 12144" 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 SIMPSON STRONG TIE I USP MANUFACTURING, INC. Q CONNECTOR SYP NI^r^A"I SPF FASTENERS CONNECTOR SYP V�nV:11 SPF FASTENERS A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2' D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 1 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 1-112" 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 wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY I LGT2 14060-M 3770-F13500-M 3240-F LUGT2 13100-M 4520-F 131 00-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 (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 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I 11 Iw O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CP�Rf3ER—r A) x CONT LtMER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN ELEV—A SCALE: 4"=1'-0" M CV O C c ao s 'v 0 �'- o Q- o C <O V N On Cco N _= go CV G d O 3= dY m o- c C; 3 �- 3 1° a ct • s• N Q.= c 6 � o a v 0 F� e!� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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 Q N W C P: 1I/ toCo � J N Q C J LL W J LL LL aYW- Z e mt C130 - I�tO 0 C� Z;9 W Lco 7ZM � ZN� Uj W 00 C� m z N g— o z iz Z izz CZ � N U) z N4-1 v � o LL W C y� U OW $ Ly N U d LU �— 8 = L U Of r_ 0 Q o Cc) < w z J o z � L L Z O zz Z o an QE p EU wLL z ze o a H r0 10 00 g GO ap pz a� �� z (a g t w z S w 2 In C o C az ` o� m0 o z z z J aw 5 3 a �z aou W A a oLL U a Wz NLL 3 J Q � � c= � O M `r � °zI a 1 0 ti o5 C o InO T y" ' L1 / O �• 0) � f0 V W i N co co :3 C:) O /1 0 LN m a t\ .E .� N N Ln N T < c T E c M N Z Z � t— E N d E w a U _j ¢ t] JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. 6.1 l _ k— LA — _ - — --- _ li. i�� �a W �li�a„ 1 1 1i+� �' - . i��...r�e. ylrw+uauL>_ Oyu_ 1 d • t: •� L TYP. @ F CORNEI ) I TYP. U.N.O. I L— — — — — — — — — I I I --------------- 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) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e I 3r HIP -35.94 49.57 -49.57 -49.57 10 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/6" EXP. 1 eyl6) or l%2" EXP. 1 e�'16) TILE: 1%2" EXP. 1 ('/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2 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]412:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C I H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d A-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 1 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 -1 Od x 3" JUS26 1000/1080** — 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -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/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) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1 1090 1 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 1 680 1 570 (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 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 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 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING Ic 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. x CONT LEDGER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN ELEV-A SCALE: Y4"=1'-0" p o N o ai a e•. o C 10 V N °O -a x U, _ a h A C c14 Q •dC..NY a) a) d E� ca 3 a) v d 1�f' G JA C c � o a � Q �- j/i . � d T y- * FL o \ ESSEO��`���� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E $ V S G NLL M'T J LL C J LL iQ W V J LL LL f Z a Y Z 'a $ C� Win�pjO7 m ILz Co MzdJ = N OU 9 V W ❑❑ U � z z J fl 11Y - N th Ln z W LL u O C iG Ln LLr J E I 2 �0 c 9 Q S S� O M zZ p s Z Z < cu Eo s1i f a 0 E U -1 ri z® ou ro CL $o oa d UU o Z m p < Z g ¢ w Z c'n m < °' o m J 3 Rio < ° aw 1 z cn 5o a 0 w W C a� Wo v -Oc a chi 3 C O = �O J >� O W N cv O 3: O Q 3 d. m a t\ N . N O 04 N N T T � T hi E cM T T o ZCV = N N E M a IJ _j Q p JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. 6.2 uLIL-. A4a_ .. , 11�,t: 1. yu�..�lW..ii�liu��lllll,,. I,_ .__ _�e.L=•-, �.:I u: GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3• Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O a e vertical loa Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM do GROUT SOLID p' o o :. 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T ;'�., ;. ; Q W © © o 01 0, 0 o o o o *' 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-16/1T 8F12-16/1T 15 BAR CONT. Err © © ® 0 O O '. : X. : 8F20-OB/1 T "V" LINTEL DETAIL J'• .. .. I'� T� � P 'Ti1 , -i SCALE = N.T.S. so N F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR c@ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T U Q go ui tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT 0 d #5 REBAR AT TOP MIN. (1) REQ'D ALTERNATE POWERS STEEL LINTEL UPLIFT CONNECTOR TYPICAL (SEE PLAN) - HOOK LINTEL REINFORCING INTO SIDE VERTICALS - PROVIDE STD. 900 HOOK W/ MIN. 25" LAP SPLICE ON EA. END - PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM GROUT TO BE SIZE & REINFORCEMENT) FLUSH WITH STANDARD 90 TOP OF WALL--\ /- DEGREE HOOK 4, : R '•. ; PROVIDE 3"x3" HOLE ' IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF r THROUGH AS REQ'D. REBAR BOTH SIDES REBAR BOTH SIDES •i' M �' ; II' OF OPENING U.N.O. OF OPENING U.N.O. 12" OR LESS �. . �. ..F*.. INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL O BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR 8'-8" LL Na. za O�g 6' 0" LL INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL O BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR 8'-8" LL Na. za O�g 6' 0" LL 7-7-17 gE '�. INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR • • 8" x 8" x 16" CMU U.N.O. ' TYP. DOWEL %. 25" MIN LAP (AC1530) �. +r• �::�'�;,.:.+•'::�. • �:. ..;.;.�,�,.•�.� ! .' .. ,�., :! •ice ''.•'. ..•., �•.":' SEE FOUNDATION PLAN FOR-/ FOOTING REQUIREMENTS SHEAR FRAME SEE FOUNDATION PLAN FOR LOCATION SINGLE OR MULTIPLE WINDOWS SCALE: 1/2" = T-O" REVISION 10-19-16 ri--C.M.U. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR -GROUT J = n J¢ K C.M.U. J O 45 REBAR AT w BOTTOM OF r7i Z y LINTEL CAVITY p LOU O 4'-0" LL BOTTOM a Ir d $ t- REINFORCING fr6 C7 PROVIDED IN cc Z LL ci W ,r LINTEL OTTOM w 3 (VARIES) AS INDICATED g MATERIALS ---16 GAUGE POWERS TTc precast = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturers specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer manufacturers specifications. 3. If lintell is scratched or damaged refer to Powers Steel for repair. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementiduos coating. See contractor specifications 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) 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 OMIN. 17'-4" LL Q 4'-6" LL O 4'-6" LL E 5'-8" LL LINTEL PLAN SCALE: Y4"=1'-O" eh c Oo N m =o O NJ ~ r- o Ili -�mx LA_ a a N go of ON.0 vi y o ar r c ¢ a?i 44 is ao r`s 3 iJ Ct1 � c o 7 cr- •� ? N � •S7 C rG d L - ph4 04C-4i - '• L •�rPr/�i��Q�ESS\01 ,06 \\�� t tltiff it 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 structure engineering portions of the drawing pages bearing Engineers signature and seal. a N 9 C"S „ 6 C N ODD f✓i M sr 4b a �u a Z•pp �, L fC�6 g m N O 0 i °T m w C ZC14 Q Z LLW Z OU 9 0 2 V Z N ch Z � 'LSjQTQ�(j Z r< QE3? a V) Z v (Q w •J C) Ow to c U Q A N M � ZZZ c E O =gs Q a E wwz® '0 �� -E 0 0�oZ SO Z 0. w „j �0 0.z Z m0 )z ¢ w Z 6 of O aocca �k �) O0 `0 2 �� J 6 O d' c� N :3 pca O cc m LO o o � M 0) 04 0) r Q 04 T ai E M N o Z Z 7 y T Ecc N d a E „ w U � Q 0 C _J JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. 7 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 A F D PER ARSENATE C A-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL S O DECEMBER 31ST 2003 CHROMATE COPC 0 U 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. BOTTOM EXPOSED GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE OTTO OSE 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 244NCH(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. N N A PROTECTIVEAR I 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN S INSTALLED ON THESE ACCESSIBLE B S SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 FLARE . 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 OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 Y" Y44" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL 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 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 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. IrrigatioNsprinkler systems includingg all risers and spry heads shall nOt be installed wll hin 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 requlreeaa 9. FBC-1 R318.1.5 ncrete ova and mortar along the foundation perimeter must be removed fore extenoi�oso treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be install• after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'-W 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" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW i NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MI R TTE C OLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. as =o �7 W N a e" Cn C cc C..) C-4 -O cc !G "Co- aa. % ram. N fC Vf% N C -2V 1 IO •4 r N Y m a•Y Q c CD E t c m = a cc J2 J2 o3 a rn CI o a u 0 10 < O 0. R .2 F LO i-,. 1oFESSXQ1tXP��� \�4 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 orgy for the structural engineering portions of the drawing pages bearing Engineers signature and seal. In W E N 0 C 8$ Ib L9 Ae r- 0 t» �� R in 04 a LL C LL U JLLLL W a !6 c rn a Y o Ir j @ o W O' m C15 CP F Z N Z 1- N Z OU W UI m M � Z N {n z � $ z 13 N 5 to z -0 0 o � LL Cn f13 w W Q A W V O-� w .) U c L � 0 o w M J ¢ o Z < i lL E E zo >� a� E U F- M z ?® on U 0 E a Zto `oc oa5 ¢W <0U < of J ab �z w 00� Zd0 W co T3 LL a Nw �LL d0< ° c O T m ro 0 ^, L M >( :3O > O co CNI m N .p a N 0) < N N r T CID T_ T E � M z° Z E N v, T fp e c EL U _ Q p JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. SN i J w ! N i ¢ N cV LO U 0 .n N CV Co 0 LO 0 0 CD ! N 0 0 L N 01 i 0 ¢ r7 CV 0 N / E M E 0 r 7- 0 J 0 0 C c� U 0 i 0 .5 U J LZ rn N 0 N 0 0 a r7 N 0 N 0 0 Q m 0 cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I I III �I{ III 16GAx1-1\2" LONG (3/4"-1" CROWN) I { t. MAX-'�. I 16GAx1 1/2" LONG 3/4%1" STAPLES @ 6" O.C. VERT BETWEEN CROWN) STAPLES @ 6" STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H 11 CORNER OF HOME 17 H C G GARAGE SIDE O O O Cn 5'-0" - STUB -OUT FOR 1,-O„ O o 0 LO GAS METER O O � U O . N 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. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _- 1-1/8" or two 112" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 112" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1 /8" or two 112" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) FILL CELL STD. 90° HOOK BOND BEAM r w Q STD. 90° CONT. #5 CONT. #5 HOOK — BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST -- --- BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D—PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. Filler blocking ° 1/8" min. } Small gap 2" min. + 2" max. 4" max. Web Stiffener Fastener Schedule 1/8" gap ° Joist BearingLocation Series Depth End Intermediate + �� 4 BCI 5000s® 101-7/8" 2-8d 3-8d Clinch nails 14 2-8d 5-8d 9-11// 2' 2-8d 2-8d when BCI 6000s® 11-7/8" 1 2-8d 3-8d possible BCI6500s0 14" 2-8d 5-8d 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to 11-7/8" 2-8d i 3-8d web flange connection. ' ® 14" 2-8d 5-8d „ BCI60s 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d. 3-16d 2x4/Plywood/OSB web stiffener 2 min. BCI 90s® 14" 5-16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 16" 6-16d 6 16d OF THE JOIST ASA REQUIRED LEAVINGYa" GAP @ TOP sides by 6". Hangers with side nailing. Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T S. - Under 2nd floor column w/ loads N.T S. hi h th 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. — Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in --One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. i Boise Joist Blocking for each lapped joist. Squash block 10d nails (2x4 minimumSECTION @ INT. BRG. WALL ) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES ID (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges g er an . BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists 1114 meet over wall, or wall stacks directly over wall or beam below — Load bearing wall must stack over 7JLIJ blocking and wall or beam below.* — Joist ,When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset Iup to 3" to avoid vertical plumbing 3" max JOISTS OFFSET use T uaxs , nails at b" o.c. Tor all joist blocking panel *Non -stacking walls require additional consideration. . 6" 2 6" 6" DO NCU OT T HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" D HOLE MAY THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Round Hole Diameter in 2 3 4 5 6 7 8 8.675 10 11 12 13 Recta . ular Hole Side 'in'i 2 3 5 6 8 9 10 v Any 16' joist - 8 1'-0" 1 -1 1 -2" V-2 -3' 1' 3- 1 -7' 1'-11 2'-4- 2 9" 32"' 3 7, 12 V-0" V-1 1 -2" 1'-2 _ 1'-9' 2-4" 2'-11 3-7" 4'-2" 4'-9 _4" 16 V-0" 1 -1' 1 -2" 1'- = 2r 5,. -2" 3-10 4. 9- ^ �. 6'-4' 7L,: 20 T-0" -2" !'-2"2�' 3-0,. 4._0' 4r_10„ -'1' U-11" 71_1. 1 24 V-0" 1 t' 2' t 2 _ 3,-T. 4'-9- `r_10. 2.. 8�. 91--C `�, 9. NOTES; 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES, HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 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 1Y2" 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. N.T.S. Jc SIMPSC w/ (22) NAILS 1 5/8"] THRU BOLT SIMPS( w/ (22) NAILS T R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 I 1=1 I 1=1 11-1 1 I= Nail with 10- 10d nails. =1 1=1 11=1 1=III-1 I —I I I Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR °• a • FOUNDATION INFO a STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height -- requirements r 0.6 X Joist 0 depth -JOISTS BUCKETS N.T.S. GRADE a 4 a REINF. SEE PLAN �A/C CHASE 4" PVC— (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. .�v 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 4 a I-11� 1=111=—Fl\ d 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE • 4 101I III, .III III • • ca III11I111'1I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0"_\ CENTERED @ PIPE /r I PLUMBING LINE PENETRATION i - 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 4 a G a ° I-1II ;III- II=III= a G a a — SEE FND. PLN. SIZE & REINF. Cn 0 c� 4 00 � W C ✓ O V G N C`7 _ � V N >< N % O N ram+ O CO d N Y m � 3 � �2,d� V ICU M a"i c n R >, N Q C E 0 O W N Avg J; n'O, \J )", L _r fc� V1 77 \O ` 0� z ' " C.i �; �— rt O a- E S s%O` ftfftt(ttt6t� To the best of the Engineers knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W � � aC, � o V a) Co N r 0 .0(0 # 'L J N cNn 0 # w aS J LL LL o (' w — : a Y rn Z L M 6 _ 3 ID ] N nN ° (; Cnn� W O W m w LLtU Z � MZ < J N O Z O U Cn W ❑ ❑ Z 53 < r Q N z U o Q) 4--J OUfa �"'::DU) A U ai W J E -."P'N g� = L N ! U ) N C 0 -- m N O ° � 12 140 o ch J ha o 3 O z w z a � 0 �o <N O � lJ -0 wz z® oa m ra ro a0 20 �¢ w¢ Do �� z � rp ¢z a wZ U j C OM � °Z<Zo mW oZ3 � p Z' azQ ww - mW NLL M zIQ o c0 12 > L6 O m m m L CN C) < 07 Y /^ v/ l i m r/ O 10 -co o 0 M Lt7 NT a) E m w M T_ n T o Z Z E v m a E 0 a 0 U __1 Q p� c JOB NO : 23-00501 SCALE : AS NOTED SHEET NO, SN 1 it i, i.JA i.1 c J . - ..J,l 1Nii W. 6 . ia_11ik. _ A .1 � Y_ .l _ -11-1 .. Il.l -,L- =' -- ���— - - _i A 1�- ,: - l - - - ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 Rd TOENAILS T $ R 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 E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CN METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER 1 ° at. SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM �-� I I ' p . ° I ,-`? T D7158-CLASS G or H, or ASTM i j=14 - D3161-CLASS F, IN =f _ 12 ACCORDANCE w/ TABLE (TYP.) R905.2.6.1, FLORIDA BUILDING VARIES CODE 7TH EDITION (2020) RESIDENTIAL ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'4" 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE ALUMINUM FASCIA •2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 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.--/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR r DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E- N ' e° ° I Z 00 Cl) ° BO 6 MIL VAPOR ° - r- BARRIER ; p �t 4 - �• • r COMP. SOIL. ° (COMPACTED TO 95% - - - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES T I 2x4 CONT7-// I GARAGE DEPTH VARIES I - GG GARAGE SLAB AT STEP B S3 SCALE: 3/4"=V-0" QS 3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w / (10)10d NAILS _ w/ X" 2x P.T. PLATE ASSUMED FINISHED GRADE z � MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY z NOTE: - *FOR BEARING WALL W/ UPLIFT ONLY - FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" O SCALE:3/4"=1'-0" S3 ameig-191 ill"— ► ► • L _ MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ 1411 O.H.D. RECESS 1311 z O.H.D. RECESS M � cn • .r 411 I y SEE A/S3 OR J/S6-'`I I � FOR REINF. INFO. 3" MIN. CLEARANCE 1-4- (1 STOW) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)') GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 -- FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4- (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH -� -TRUSS BOTTOM CHORD OR 2x4 #2 SPF ARENG`TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 OR 1/2 HIGH S (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 W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYEACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABSEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE)CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (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 NAILSU.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOROR SHEAR WALLS AS NOT EXCEEDING 10'-0' (R302.11) 2""016" PLATE WASHER (TYNOT EXCEEDING 1U-0' (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCINSULATION 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 ON 5/8- x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO TMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1A x W1.4 INCLUDE THE WALL6 x 6 W1.4 x W1.4 @ 24" O.C.) 2WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH ELEV. -0'-31/2" z 31/2" MIN. 31/2" MIN. A.F.F. p N ° 4" • 31/2"(m n. - 4" - ° • 31/2"(min.) . 4" - - (2) #5 CONT. 4„ 1,�m 8„ (2) #5 CC 4" '� U.N.O. MIN. U.N.O. TYPICAL BEARING WALL an STEP a SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=1'-0" SCALE:3/4"=V-0" �S _00ISSGJ'l M SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY ,G N�\N FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8- x 10" "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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR N z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER p ° ° - °O R 1 7/8" —� z REINFORCING BAR 05 I AP SPI IrF �'55 11�11�1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAUO INTERIOR .. A. M CONCRETE NAILS W 1 1/2 J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE m C E s N ' [� III— Cl) 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE U ° e. Cn rL WOtb . w 747- ° e (2) #5 CONT. Ij�F] f ON 3" CHAIRS 8" 1'-4" (TYP.) CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N c WWF OR FIBERMESH �, E -11.�11�11=11 ` �Ili�'ll�lhll 8" TYPICAL INTERIOR BEARING E REBAR DETAILS F WALL w/ UPLIFT G S3 SCALE: N.T.S. �'iV SCALE: 3/4"=1'-0" �,13 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.) 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR jh " - TOP OF BEAM & LAYOUT DESIGN • a ' SEE ROOF PLAN ° ° ° N 00 C A ° T (2) HTS20 FOR STRUCTURAL r - BEAM SIZE & T ' CONNECTION INFO -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6WlAxW1.4 WWF OR FIBERMESH Cl, P' 1 K S3 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w oc > SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g W COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D.CO M SCALE:3/4"=1'-0" S3 IL SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN PORCH SILL AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD � d. z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `c" ' w > SIZE VARIES PER PLAN MIN. r� z a w/ (2) #5 VERTICALS 2 GRADE FILLED SOLID (SEE PLAN FOR LU w SIZE AND REINFORCEMENT) _, -- • a w 0 U BRICK PAVERS or SLAB PER CX g o _ • • • • z z n, nn rw ri n 1 COMMUNITY SPECS u' VA RX4161 W FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 M• O o W CD r ci C11. O C A V N 0m - v cu-a CCo y -a O s 4 CV Y 3 d 2 O. c a E s c N v _ d � 3 � ►- �3 „ d e r 0) = o m N d.= o a CD r� •' d 1 w O �� r^ F i...d .•o '•a �. ESS \\ To the best of the Engineer's knowledge, Information and belief, the structural plans and spa bons contained within these drawings comply with the 2020 Florida Building Code - Res dental 7th Edition. Engineer's signature and seal is only for the stnrctural engineering portions of the drawing pages bearing Engineer's signature and seal. h o � a No ���� 0 Lo 1) y N O *k , i yy 25 LL Q C J 2 m W JLLLL 55 a a 13W Se a eO�� —of � a C-4 WpjO' m w LCc Z "' MZ d � J v N OU Z W z � J - N LL wW 0 LU N C�-_ �LQ — r'n (f� Uj = m U • c �0 N O co � �� o ¢ w z E o aE0 V �° Fz �e oa tfO ro o <a 0 0 0� Z [D C,0 92 az a o aZ w V)z � a�� U yo m0 ZLL z m J 3 < ° >�C ¢ w � Z zo C}T•{ o� LLa g W cg'•- U Si �O 'LCC O rn Is CN O � O Cr 312 )CC m Ln O 7 O N t N T T cM T N o z W z j y T N a = a 1= 'a ci ¢ Of JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. S3 (MONO) W I N a N Cn 0 N co LO 8 i a 0 S_ N 0 9 CE 0 CL 0 J LZ N N S 0 CL N N c 0 12 -I j YP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK �` ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HE FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 4 SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID �POINT STUD W/ (3) 0d NAILS 1/2" EXTERIOR GRADE SHEATHING - FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--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. Ct To DRAIN DOOR OPENING DOOR OPENING V ❑ EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑FIT ❑ 1 ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ■I�!�I�I�I�I��I�!�l�I■ ■ !i�I—I ■■'�II' H_■■ ■■I�jlll ���■■ NOTES: iQ 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 96 3/8" 88" 71" 58" 41" 34" WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL ILL gJ f L7- r 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 8x8x16 C.M.U. GARAGE DOOR-- C GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE N T S . d a SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK H a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 10" 6 3/4" 31/2"- N 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w! (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET FOP a iARAGE 100R --- W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN 1 S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. Op00 SIMPSON HTT4 TYP. U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SLI. 12 ZP7 ') SEE ELEV. SIMPSON SP2 w! (12)10d NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE TRUSS BOTTOM CHORD OR 2x4 1l2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W! 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) `J O/C FIELD r 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL 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. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED \ -10d @ 8" O/C ATTACH ALL -� EXTERIOR STUDS W/ 14 16d TOENAILS TO 7 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 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 K. 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION X P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC -RECESS SP4 SP4 NTEL SIMPSON SIMPSON SP4 SP2 I NJ .f -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) I (5645# SPF) I (6970# SPF) lS (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. t&NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE T 2X BLOCKING I I C 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY S, K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL / 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 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"izo (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0 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 UU 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 rR� REV. 06.24.22 SCALE: N.T.S. sh ,N.. a� CD=gym; N N p N % V <D N Y d l9 y d CIA ram.. N A yam• a N �- o a Vu Py r�Jsr s ` V J E e t O)IN 5 L�`;• ES lE+r.'�ll f t t t.1%1l e\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E Q s N m O�C CD N ILo 0 Na 6NCIt. 7� , a w �wt. S ww a (a C a Y W. CC N t0 W Z co N N Z Z OU U W 00 Z N th z J a N N z C' o .2 tr! ti fC3 W2- U IDO w c ", toLn „U � L z U � i14 tm O J� w Z 1! _ 0 os® E U H I9 rz g0 oa 00 E 0 0 z wo o ww W� �o i C QO ¢ ' 0 off Z� z m J tim a ¢w o� zz Jz CA) au M W �- o no NZ !, �� r3 m = �oo IIIIIIIIII� C`> wa 0. ax W g s� _ >L6 0 rn m C � 00. � o CD Cr a. m Ln 4-1 0 LO (ca M NT T Q04 CD T E N "' z M C r N 1 C a U Q p JOB NO : 23-00501 SCALE : AS NOTED SHEET NO. S4 1 3 w I N u7 N C 0 J N 3 tz Q M 0 i E 93 I E2 i -O i CL a� 19 L� N N 0 a M N N S N SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (d 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 DETAILS (2)16d NAILS—N 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END, 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN, FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING i as°t / 37 45° t SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 2x4 CRO BRACE SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM @ 8'-0" O/C, EXTEND AT LEAST 90% OF , RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ 00) 8d 2x8 P.T. GABLE TRUSS (2)10d TOE NAILS @ EA. FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR END BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD7 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 7 OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM / RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Old 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)1Old (NOT REQ'D WHEN / TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING / / \\ ,,--1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE j / \ (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF TRUSSES FROM EA. \\ NAILS W/ 10d NAILS @ 6" O.C. EDGES \\ • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \\ (2) 16d NAILS ( W/ (2)16d TOENAILS \\ \ 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES IA 2X4 "T" ON TOP OF PANEL FASTEN WITH 10dx3" @ 4" O/C SPACED "" " T 4 " 0 C INSTALLED PER MANUF. 1/2 x 8 J BOL @ 8 WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ 4)1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 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 10dx3" @ 4" 0/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" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB S E CT I 0 N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Sj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M M " SEE STRUCTURAL X-BRACING, AND TOP CHORD BLOCKING N Ib I" NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ ill 1 1/ (2)16d NAILS WOOD TRUSSES ;° 2"x4"CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2' W/ ) BOTT. CHORD FOR 4 1 dC& (20 0d TOEINT TRUSS SPANS It NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" CKIN BLOCKING (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 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE:3/4"=,'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT 7"Y4" MIN SFF M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, 8d @ 6"O/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 HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 7' ON TOP OF PANEL•--/ L L� BLOCKING, FASTEN WITH 2x4 BLOCKING W/ [E 10dx3" @ 4" O/C (2)12d TOENAILS 1. SECTION g14 SCALE: N.T.S. S 5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "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. EDGES AND 12" O.C. FIELD -2x4 7' ON TOP OF PANEL I BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'17' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/*6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/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 -� SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE S5 SCALE: N.T.S. SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S'55 REV. 06.08.22 20'-0" MAX 20'-0" MAX BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN, 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z W BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1l4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4!')0 SDS SCREWS TO PLATES (TYP.) 1—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. yGo 9 O� LU CORNERJACK i Y p, U W z O U HIP FRAMING REFERENCE PLAN L a M�00 ON No CC 151111111111111111 a i2 NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ap Q !V am W a a� o V t4 — m N C= VI N L o J CCc'v Y 3 •= °' Ee L C a 3 Co • °3' d W �o v> a a s 0. U tag„ ] V A .• L�....... r J r- • L' �__j RO o E SSto��\���,� rtiQltll4stt To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is onry for the sWctwml engineering portions of the drawing pages bearing Engineers signature and seal. IWI E $ I= C N o v d 00 C N ib 0 N 0 z5 LL .64 C Z W u_ LL a 9LLLL SS W 0. z• L '0LL 0 W @Nco o W CO i °' °' m Z LO Z y- t N 1 O U 0Vd' 00 = U) W pp � R (D z 8 z � � z � Q z �4-J LL U W W U 0 w s to c y �N = co „ . W �_ p L V as = d 0 W CID CM M = o 9 Z U_ E E a 0 t= U wLL rz z° o a Im ro 0. E ao 0o oz z i N <= az o am C Y mo Da z amJ s ym a� aw �Z 0� �0 Wo3 o oLL NZ m o r �a >x C O 0 O a�i I..IL >L6 0 m c� � N �..� :3 O O U^ U >� v, m > �.� O ,2 CC 04 � 04 L>n LO � N T T Q N EM M N d z z �; E N lu a E U � JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. S5 orwaFl-r+" I ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION - BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB / DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS J TO TOP PLATE w! (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 318" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. ID FLOOR SYSTEM // ERPLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" - GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENTCD STD. 90 HOOK (SEE DETAIL) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE wl TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7!8" CEMENTIT►OUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD J I— LAYER 1/8"THICK. L=L w INSULATION PER CHART ON FLOOR PLAN B R ��S6 ETAL SEAT OR FELT - PAPER FOR MOISTURE BARRIER 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CO) v 4"x4" INSPECTION PORT AT w CO EACH FILL CELL TYPICAL tx WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c 4. .... NA-..E r- FINISH GRADE � . G w C1) - 6x6 W1.4xW1.4 - - - -' .- WWF OR FIBERMESH _ 17 .- �-STD. (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTIONC-i REV.03.16.21 SCALE:3/4"=V-0" S6 c0 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL------- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP W/(8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O SEE FRAMING WEEP SCREED 4 z PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT EA. TRUSS wl MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 =1' S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH -r=� — r.6_k.. 4 . ° -. • . . I �. .. 4, . io T O —I Irjjj-j [j[J r (3) #5 CONT. ON 3" 8" 1'-8" r 8'1 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15 EXPOSURE REI 41 SHEATHING x --x PROVIDE BLOCKING AS REQUIRED PER D a SECTION X-X IF NOT FULL HEIGHT SHEET C I II Z_ G FLOOR SYST M f(2)- Zx TOP PLATE BEYOND I OSB EXPOSURE 1 F SHEA SHEATHINHIN G 2 SOLID 2x o C II II II II BLOCKING @ ALL C SHEATHING y EDGES (SEE III OPENING SECTION a. U D x Fxw cs 11 x E W 2x STUDS III III II II II BEYOND. y SEE PLAN O �I III y " --2x4 P.T. BASE 2x RIBBON OR -'VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 314" S 1/2" 7� • 1l2 S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 tit STURNED VERTICAL w/ 7/16" FLITPFCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING v -V` a 6— SECTION X-X SF p/NOO�,y �N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS TB 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM }S' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANE". z OA NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL O @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL w LL LU O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O � rO $ y w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ri F m LL a @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL - N w O OLL ~ tr MEMBER IF GABLE END LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 13 1 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS 4 STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOONn?/0, i BEAM TRUSS / SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1' 4' 1) 2 1 2 (1) LSTA30 4'-9. (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO @ INTERVALS NOT EXCEEDING 10 -0 (R302.11) 2X STUDS @ 16" 0!C 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. TENSION 2600#.) SIMPSON SP1 w! (10)10d NAILS AT EA. STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. C . • ♦ .. w 00 - ' . " FINISH GRADE M-1II_III_III_II _ I I=1 I I=1 11 11 4 ... _ 11 I _ -1 .- .: T I_I I I - �• I _I I_I 111; q -III •. ,I - III- (3) # 5 REBAR ON 3" CHAIR 4" V-8" I W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1 ST FLR. SEE JlS6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 era N C= N c o -o 0.. sr o C Cv V N m �LLa W O a d N Q 3= °iY IEc C d U s Q a 3 cc is � c o s� In E c co 0 a 0 w ,•�,t1s36� Ittrrrrr�,e 0 VV N ` J zz •, F To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E M8 v 0 Loo `1 60 • -2i NU,, �- N 6, qp " 0 M 0 C li LL W 9 LL W D .L =-dam a Y ClFe W C� 0 Z IL co o r Z d N - OU y z � z N Z z a 10 N - N M z M U u- 'ry c/) cl 0 v) LU c �N (a A I— t i w L = U if — 0 Cj co m M _') p W z �°`e Eo ;= $v z UO U z O O CO o0 a z O- w z �8 <O W @ �z Y mE O ON zC <�Z 3 N T 80 o az m W W m ¢¢ j 0 yLL F z pO za a .� C o T y L6 O N m c� cQ Q 0 cc �.. m 3: Ln r (D I� .� 0 ca 04 N T r Q 4 E N M Z E W T a U JOB NO : 23-00501 SCALE : AS NOTED SHEET NO. S6 (MONO) i w I N un Q N 12 N 0 Q 91 cD J L0 N cn 0 Q 3 Q 0 S E 0 0 0 i a� 0 a 0 0 a� tz N N a N NIs a as v N ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). STRINGER MUST MAKE FU CONTACT WITH LANDING LUUK / JOIST SIMPSON A35 OR LSC EACH / STRINGER ---�( 1 3/4 x 11 j VL 2x4 UNDER STRINGER) �j GLUED AND NAILED TO LANDING \ 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO 1 1 2x8 2x8 SYP rA ALIGN THIS STUD WITH �( FACE OF 2ND RISER 2x SYP CUT TO FIT \ / BEARS IN WALL I --2xl2 SYP BEARS IN WALL '--2x6 SYP / \ / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER\ FOR STRAP / AND NAILED TO FLOOR WITH GLUE \ (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2" / SECTION VIEW "A" STRINGER MUST MAKE FULL CONTACT WITH LANDING =- II�111�11 —WMA ems_ �����■ems_■ ■ UNDER ■ ■ , NAILED TO LANDING BLOCKINGx8 SYP 11 � 1■II .- III .mil .�' L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR FLAT STRAP NAILED TO RISER AND LSC EACH THEN WRAPPED AROUND STUD - STRINGER PLAN VIEW 2x4 CUT ON BEVEL - DOES NOT BEAR IN SCALE: = 1'-0" WALL " NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 314" RISER CUT TO FIT MAINTAIN BETWEEN J" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR � �-1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER;7\---,,. rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER 1-1 STOP 2x8 SYP DRYWALL STOP MUST ` NOT TOUCH STRINGERS / 1 I / / I - — x4 BLOCKING FOR 2x12 ,,, —1-2x4 PT UNDER 2x12 C \ ROVIDE MOISTURE PROTECTION / / [Ar�ACH ALL COMPONENTS \STAIR TO CONIC. W/ J" XTAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND / OF STAIR TO CONC. W/ J" X NAILED TO STRINGER / 2 �" TAPCONS @ MAX. 32" O.C. \ SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" [ALIGN THIS STUD WITH FACE OF 2nd RISER G.1 TOP OF STRINGER / ��-1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP r- I MUST NOT TOUCH 1 2x SYP CUT TO FIT STRINGERS BEARS IN WALL 2x12 SYP BEAREIN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 I 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x6 SYP / \ / 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP % BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ NAILED TO SUPPORT / AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" W/ SIMPSON H3 — AT STRINGER CONTACT POINTS NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL iF�H�4 xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK lo MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) / AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2xl2 TREAD GLUED GLUED AND AND NAILED— i NAILEE 2x DRAFT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE—/ NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS J SCALE: 1" = 1'-0" `-'-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER ,,4�OR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = T-0" NOTE: 2x8 J DRYWALL STOP / \ NOT SHOWN / E SECTION VIEW \ - ' STAIR CONSTRUCTION DETAILS SCALE: 4" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM / GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACTOR (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 t"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" a PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING F SECTION VIEW SCALE: �, = 1'-0" SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING 2X BLOCKING R PSON MTS2 w/ 10d x 1 1 /2' N)ZI LS 3(VD OR ZX BLOC NG RIS* E MCI VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" ers O v Gr O 0- = evwN N R G a .S r.NY m d cp 3 fO .- io ai ai ca n� N c � v d U `o V' W OFr�e �- e •'' •A` L • • •'a 'M ice\` •. � ;--j • •� ;e « F i.Q d �'�OFESS\0�4���t�. 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. 'W v EE O N 8. = C ., W N b ANO 22 qp LL Yi d1 M 5 , Q �JLL w LL 52 tL w a Z -ti- a Y 0 9 _° IY , �NCm 5 W63 S` °' °' m w Z I- MLLZ N J Z OU 0 U) W 00 z N Q z z �N LL C/'J W l0 � V 0 c $ Ln S in U = W� ® t a U c Y 0 N � 0 ch o a E E � a N U s �z Z® oa F- ni �<�z mo 0 WZ Zp�� tD f0 o0 z m YJ" J �o �z 'z co Fm w 0 W �0 z =� N� a _F U,0 v zl< o c O T � >L6 0 rn T m t9 � N A Q � Y cc U)° a. m L17 : O '2 o � M 04 LO 0) N r co r ci M ` N o Z M z 4; .— E IN a E v U Q pre c c JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. ST 11 fll�� T'�RIII#IRI�1AIq��1 �11!� nf�!�ffl!�iA�ll� I 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRINGll BLOCK HEADER 1/2" DRYWALL 2 x 8 45^ DIAGONAL — BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 r 1x4 P.T. 3/16" 0 X 3" LONG E FURRING 3-1/4" LONG X 3/16" 0 a' L FURRING TAPCONS FURRING " (2) ROWS 3/16 x 3-1/2 TAPCON. INTO AGGERED @ 16 STO.C. 1x8 P.T. TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2X8 1X8 BLOCK@ SPACING „ PER MANUFACTURE 1 DETAIL ROWS INTO 2" EDGE DIST. ATTACH MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS N 3" DETAIL 1x4 P.T. & 1x8 P.T. 12 O.C. STAGGERED @ 12" O.C. 3116" x 3 -1/2" ix4 P.T. DOOR JAMB (REFER TAPCON 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN,TO PRODUCT TO PRODUCT 2" EDGE DIST, APPROVAL FOR CONN. - 2x8 P.T. w/ (2) ROWS 3116" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 1/4" MAX Tr SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR-1 \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL} BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH-7 1 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 T 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 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 PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90• HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)114 x1 1/2„ SDS SCREWS & (5)114" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4 X 31/2 TAPCONS AT 16,1 O.C. SECTION @ ENTRY (*T� SCALE: 3/4" =1'4' SS i J FILLED CELL PER FOUNDATION PLAN tR YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS ♦♦ #5 REBAR (TYP,) ,� I, __O D. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE �— PER PLAN F CHANNEL, FASTENED PER ( NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER i THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" x °�FRyq * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. + + 4EIVOTN (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT + GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING, P LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWELROVIDE 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" 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 > ° o REINFORCING AS FOLLOWS: —PLACE ::SEALANTar LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE > ° * PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL COVER P A E REINFORCING PANEL SMOOTH. DO NO FURROW. o ° F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. . o FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ T g n 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 \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN 1 (-STORY) 3 #5 REBAR. (2-STORY () ) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP EACH TRUSS F,_0 CONNECTOR SEE LINTELS SCHED. JENTER SOFFITPRECAST LINTEL SEE ELEVATION 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 P 3" MIN. EDGE DISTANCE RETROFIT FOR WE MSTAM STRAP SCALE: - r CFF GI-IFFT n9 ANn IOTCHIOTCH ;@ FIRST COURSE 3 ♦♦ ix Z 0 Cn IL 0 W a M U H SS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. (4)1/41 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ 1/2" SDS SCREWS INTO BAND JOIST & (4)1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT A. a: FOR OVERHANGS BETWEEN OVER 1 1/2" y CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN e RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REM 1'-0" 5'-0" ° ... i10 Y '► ! Q ° ! #5 BAR p ° : .• CENTERED W/ 4. ° ..' ` IN TOP o KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING 's SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL ° ° DIRT I> z °•• " STANDARD q #5 BAR IN ° 90' HOOK Cf FILLED CELL •. -. , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC_ ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5X6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. VIM !V 00 0 -o > 0 0— a M C t0 V N Q '--amx r71 y O 3 d E 3 3 cc N Q� o E � e a u `o ;tlBi►tl11161#.*bej �1`\0%� - l0. * 0 Q . r!• F E S 5\ `•t`��i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W 8 E ix O M O.,4,,,7 CO N m 0 NNC u LL U_ 4 C -� LL W Iw 1 U. d Lu Z �o �NG 0 W W ��� m w 0 Z LO co z° a LL = N OU y W OO 0 co Z N m z S J In - N (n X? 0 M X? u, � V 0 c s N U ® LLI J ~ E 8 a I = L C 0 N Of o w chi Z � o Z E� E <s o F— r0 g o ��$z O Z�E �`O g0WW �z v� ` > C zzz¢ = OU m o ZEE OO J <� a w �o p� 3 U a W T ¢� oLL d2 Nz mo LL y Z NJ W zaT° a C O 0 i — 0 CD T ca CDs_ o Q Ad 0CU N m � 0 -° O LO M 0 04 N N T L0 Q T E c M N Z (a z y T E N M CL fJ JOB NO : 23-00501 SCALE : AS NOTED SHEET NO. SS �--------------------------------I CROSS BRACING DETAIL (TYP.)r1 SCALE: N.T.S. TRUSS NOTES: FRAMED RIDGE MAY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONBE Y. NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. (4) IL 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS rv, c.- c vu L �rwc 1 1 c wvv .. "w 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 "k TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� /—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 4„ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE • T L PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS 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) #7X 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 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2.' w - - 4" I- z a N PORCH SLAB SEE FOUNDATION PLAN (2) #5's CONT. T&B - - Iw 2• :: ,� z , �� , ' . �. W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH , ° '- EXCEEDS 30" LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN r17 SCALE: N.T.S. SCALE: N.T.S. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. 7 ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER AUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR ,,,--T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" \ (2) #5's CONT. T&B w/ _ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE 7 WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" QRADE N zC 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO _-W MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH z0 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED I I MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE w r — (3) #5's EA. WAY w I II I 1 w 8" __ P I SLAB PORCH SLAB SEE - - r LEVEL FOUNDATION PLAN SEE CUT (2) #5's CONT. T&B w/, z CONTRACTOR TO INSTALL SECTION FOR T #3 STIRRUPS1WHEN MIN 3" x 3" WEEP HOLE MORE INFO DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT. @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 SEE PLAN W/ (12) 10d NAILS FOR CANT. SIMPSON HUC410 w/ (14) CENTERED AT 1 1 16d INTO HEADER & (6) SPLIT TO TIE I i 10d INTO BEAM - SEE 3 BEAMS TOGETHER I I ROOF PLAN FOR MORE 1 I 1 I I 1 I I I INFO 1 1 SEE FLOOR PLAN FOR 1 1 I I I 1 COLUMN SIZE & BASE I I SEE FLOOR PLAN ( CONNECTION INFO REQ'D OSB FLITCH PLATE I 1 1 REQ'D ONLY WHEN FOR COLUMN SIZE — — — J I INDICATED ON BM. & ADDITIONAL INFO. — — — — J L — — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A Sc SCHEDULE/PLAN OPTION B CONNECTION INFO OPTION C ,—EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT rA 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 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. vv 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TP-F 8"M a I SEE PLAN FOR CANT. IF INDICATED CORNER - SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. BM. SPLICE OVER CL CENTER OF POST MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 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. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 - 1-0 Y2' CDX PLYWOOD OR %s" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP d. GARAGE OR LOWER SLAB SEE PLAN - COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. �—_�H"EADER. MIN. (2) 2x8 #2 SYP SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2, J-BOLT OR Y2 TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT d 4. —.J.T °z --�vn- d a pa d . MAIN HOUSE d V A e d e SLAB a � a (2) #5's CONT. T&B .4 d w/ #3 STIRRUPS AT � a 4'-0" WHEN DEPTH ° EXCEEDS 30" Lo d . e. a. a V-4„ SECTION GARAGE MONO 21 SCALE: N.T.S. cm a: 046 o IDC I a oW +-so a e• o -Sgym; ,r �- a N N O a- N 'a=NY N N o •L—. Q cc -9 et. c E o a. �O114INl�dp��'''�l,� _ •y-• f• �CJC- M i 9 /s �•• _ • 1 CJVV 'b p� #- r .• ••�• C-) • Q/ V ••.••F�; •.� • P.. '0ROFES5\O 1 "" I f' 11111 1111W, 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. a W SE QN N O Er (0 �� aC V y m a LL Q G J LL lU V a. a Y Z — =M�� o � W O1 W rR cp co Z cr' NZ d N Z do98 W ❑ ❑ cr) z z z q Q z q)(D: �4—J LL � U 0 w g to w a? o w M Z E moos Q a 0 oLL K® oz E O U Wo U 0 U 0 coo a� 1z C a '0 zUJ m � J m� ab aw �z W 8 mo g� wLL g0 T W .4j z OF M 10 00k C O i 6 0 9 m c� V ca Q Cr O N �.. m Ln '2 .0 cc 0N N 04 CD T N (D T c M 0 M z E N a E o a o JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. D 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—� G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN ' SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS C..' P. k. e 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END q TOP PLATES LENGTH ON STUDS W/ (11) 10d �. NAILS TO STUDS ABOVE & (11) 10d .';� NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. L BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS �a AND MULTIPLE STUD PACKS Ij rJ, 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS F np F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D o o.° BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE .; 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR r5 ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF SEE 80-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING � (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING -� LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9� SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO O 0 1. APPLY SUB v FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. : PLYWOOD ATTACHED PER TYPICAL BLOCK WALL--------, NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. lei SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS ' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] rj_o-� SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT TYPICI WALL (2) SIMPSON MS (7) 10d NAILS & 1/4" TITENS LL1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. 0 - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ WOIST SEE PLAN TIE BEAM 1A%_1Vr�I_ Lit- NG BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE ' NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT • ' • P a SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. a� GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 . TOP PLATE 2 WS10d@ 3" 0/ F'rT N A O ' �r�4ar2�4 r PROVIDE 2x4 ON-1 TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER ,, (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT A OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE I FLOOR PLAN FOR HEADER CONNECTION DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 12d NAILS AT 6" O.C. TYP T & B \ SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 2 x #2 / WALL) @ 24" O.C. S YP U.N.O. � � 2xCONT. T&B 2x CRIPPLES TO MATCH JACK STUDS BELOW BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER j SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE SDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. C19 ce L a C V CIAmx LL a N N O .y -O !V JC o 3 �- � = . d d C� � C= N •S � E o a SF C) \ 0 F S S��� \\�� 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 Engineer's signature and seal. o a � IF• � V SO- 0 0) cn r- (i y' th V LL m J LL w J LL i� a a Y S a ' Co W Tm W . w CO LL = N Z OU W ❑❑ z pcq z [O z N z � o � " +-J cx3 OrJJ s IN r~ N U) �Naf L.IJ J L U <U)� Q Y • N Ol o CC) w ch o Z s tJi n. zo �R Q� 0 E CJ coo i z® o a l 0 00 z �Z �Z �,fO wowW _� Q 0 a ro o0 zm 15 J y o ¢ wZ m W o� <0 z0 az mw _ � �G �� J w �° a v N 01 C O O i J Ln O 0 CID CO Cr m CN m LID O '� 0 ca N N LID � N T T" Q CND r cM IN o Z Z r E a E 0 _j ¢ o JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. D2 j l II.1 l iL , + I, _� _ _. ham. I ► .J, , u r. :1L:_�W� ,y. Y. ;.�, �1_4,. L1.dl��JJlikt...1, ll ►�I�i.1__�-_;:1L I� iu1.�4.u.,...W i, Lis _ _. 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 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.6 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -i DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIh SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIi UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" 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 WP02) SELF -ADHERED FLASHING --� `� \ 1 Q 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED - SELF -ADHERED FLASHING FLASHING O 2 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # 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 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN �I�li1�d:»Ie1� SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER a W d W U Lu Lu O DOOR ROUGH OPENING WINDOW UNIT 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 - 3/a"-1" BEAD OF CONSTR. (0,6 cm: 30.5 Cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING 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 SELF -ADHERED FLASHING 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 suBFLooR other a roved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be applied CONTINUOUS BACKER ROD & SEALANT A FLASHING REQUIREMENTS pp pp 9 P 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 RIM JOIST 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. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 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 MILCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER za Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASH NG, SEE LANGED WINDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �'� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 8" RELEASE PAPER TO EXPOSE ADHESIVEAS ERTOEXN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF VERTICALLY FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall 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 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 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. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3, 3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim, 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in qutters. :LF-ADHERED FLASHING ITCH IHERED FLASHING 51 1 2 4 FOUNDATION WEEP SCREED STRIP OF SAF r DRAINAGE PLANE WRB I�-BOND BREAK WRB t- SF LATH - WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS 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. STRUCTURAL FRAMING II Ij STRUCTURAL SHEATHING STRIP OF SAF r --- -- t DRAINAGE PLANE WRB I I I I BOND BREAK WRB I X\JI I ; I SF LATH I I iG. j 11 Ij I I I I I I ----------- l J Cement ER STOP Plaster A NUOUS BACKER ROD over block ANT 4TITIOUS FINISH 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 /i r 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 sim. caulk for all tiY"! CV O N c 0 O W °mom a N f0 © r- •y d O N = d y o = a •L 7 G Q � a e M GV N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W Q v EE N �+ ci R 6 , O Io 0 0 M v LL � 0 JLLU- u. Ow. Zcc Li m g� o W Z ILW r0�OnjO�co w u1 N z d J N ocQi N Z W ❑❑ z N c] z � S z o v J a � N z C.0 C1 U OQ) w g to U J E i a ® _ = 8 di U o Go • c �Q Q o M J� Z i a Z LL O ZO YN �® E: V s� r g z o a O F- r0 0 ar 0� Zo co rp _ L °z w Z � cn c Q Z �a m o, Z� Z 0 m J _ mo ¢w �Z 0. <o 3 , °; LL az W m mi M a� o� C o 010 O T may/ X 'L6 O � i� e �o CU CD U m N LO in O a M U.) Ln a) N r r Q C T m :?.!, M o Z E N T w � a U � Q p 30B NO : 23-00501 SCALE : AS NOTED SHEET NO. WP1 I� Nffljof?R/CANE Mounting Brackets 00 Gauge; 4-1 L2' x 4- V2' x 2-12" See Anchor Schedule Bolts 1 /2" pia. A325 GaIV. ITyp.) p 1F M Self-Drllltrig Screws A/C Uf1it Bottorn Edge a Hurricane Strap (Typical: 3 in front) Front Cross Support (May be cut to W) Lett Bracket (16 Gauge) g14 Self -Drilling Screws Thru Brackets 8 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 1 as/8" Washen / Self -Locking Nuts Back Cross Support (May he cut to W) SPnrlie trmAlaUun uaurtuausu arc ptllv0" wilds ra:th Hrem-lLur Br:uc Raia4xa Seal Deaeving avaLaLle upon reyaaaa line aria apply) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Building Codes and Standards2nry2o2 Product Approval Application Detail paw 1 ai EA./,sy .i�?s`� ''.. �+yc "f'-:i=� '�,_�`s'a�,i. "ar�.i..�'k.� � �.;r -4"gx -'� -. =•+'Ar y�-��.=t. t�7r� -tom fir- _.r� -..�,'�.€'y . 3. ,.�. J -F"-k'. � .=�[ - - LL - ysge Endtvor ale Din Date PirWna 20 ]lope version Nnwfacww idnla41 McIMr&Llorre Maitland sir Vaud aositasm Fill Approval AegtgYa9 auea. Alflmelbn 2020 Smart Vint Protluds, Inc Michael Grehem Hamrs F Norm o P.E. Lock. Board- P.E. 12MWO20 12/160020 12281"20 Approved Calep«y: struclval Components (077) 441-8368 PE-73776 (334) 3001800 SubC2160 Products introduced 96 a Reath of Info®snsnventcom Neal Technology Correll-,. M.drod Ev.luetion Report tom a Florida Registered Architect or IJanled Florida Pforeaslonal Engineer a51.d: Prmudrrmte.remer«come Q W by Assurance prig r ,9Me Appraised for Us, Approved fa Use inHvHZ IDdaideMAu NMOM 6nietaa R29M $Wure 1 SrromVent Mortal a1540.510 Dual Func4m Flood and venaation Vent 123120Y3 Yes Yes N/A 1 W I0o 2 SmadVent Mods l a154b511 Duel F. orlon Flood and V-da ion Vent 1231rt023 Yes Yes N/A +100A100 3 SnartVent Model F1540520 In Listed Flood Vent 1MI2023 Yes Yes NIA +tODA1D0 ♦ SmarNsm Model 111540.521 insulated Flood Vent IZG12023 Yea Yea NIA t100A too 5 SmamVem Modal 01540.524 16" Gained Door now Vent 12012023 Yes Yes NfA WA 6 SmarlVe t Modal 91540-570 Wood Well Insulated Flood Vent 12/312023 Yes 1. NIA .100A100 7 SmadVent Mosier#1540, S740 14.5&qud- Gangs Dar Flood Vail 12512C123 Yes Yea N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 of, w42021 >+. 5.'' �"' E �� •. A ..'x...��`���� � 1..,..�-, 4.. ,,-...�� .�+..w�-����.. r. ..._ S.W. .-fit..-.�4--'.�..,-.r ,�y4. .- .... t:, i .:. U� _r. _ �.:+`'4 _i ;go Many or tril Portland A" i)m Yeulau lY ifictun[ C Epypa!<iLfaOu MalklardBy ygllgeMd Submitted fBSBM,,aY 13Yumnd >YA4S Revision 2020 Drexel Metals. Inc. Jason Shumate 2ach rry R. Pees Locke Bwden P.E. 8en012020 08/092020 OWW2020 10113121120 Approved Crag«y; RoOMg 602) 303-1511 PE-74021 (334) 300-18DO etal subcategory: MRating Ahurreteguesmat.cam Corrpllann Method Evaluation Repot ftorm a Florba Regktend Annaect are Loused Flontls Fieldssiond Engineer FL I7679•Ra F odueb sari Fodrt ModM. Numbs r Nat r product DesMption QuOYAmaance Coatraa Exaltation Date Aloroved for Use In Will Acerowd for use IOoatFt Do" ggmstam Para 1 pixel Mrel ROomp Systems DMC IODNS, OMC "'Da" DMC 1r56, DMC 2008, 12r312025 Yes No NIA +0`1180 DMG 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg,2a14 vx5rm22 y�..m - c: `t3 b1 �MYw .F"- £ s - ,. 1 �R shy,-. 'f._ r 'f.� - a F •m?"�' Date Pentlina 20 JM variationManpCbtrer Control!Enaineer& License validated BY Indicated Sudr Itbtl FBC.ADOrowI Approved status Revbbrh 2020 Therms-Tru Corporation Stare Jaaperson Lyndon FL Schmlot P.E. Ryan) King, P.E. 04It5= 1=1 r1020 042202021 O&OW021 Approved Category: World, Doors (800) 843-7625 PE-43409 (813) 7674555 SUDCategory; SeMnping Exterior Door Assemblies ejerip-ri@11-metu.co Compliance, Method; Evaluation Repol1from. rr1 Florida Registered Architect or a Licensed Florida. Professional Engineer FL4204604Re Produone Product Motlel. Number sir Noma QuelIIN Assurance Q CAntraet Exnlntllah AopiniM for Use Apdroved for U1b Date In HVHZ QuilddLIVH2 Impact DesiBll Resistant I 1 a. Therms-Tru Flbar-Classic and 9rcwcth-Steer Nominal S&p3P,8 8quotImpact8quot Opaque 1213112022 No Yea Yes WA Composite Edge Fiberglass Single Door (ImomrigfOtdswthp; X conegurabon) 2 b. Themn-Tm Fiber-Cbssic and Smooth -Star Nominal 5&039;8 "impact" Opaque 12131/2022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sidelite(s) Onsvingl0utaving; XO. OXa OXO config-irt.nsl 3 a Therma-Tru FiberLtassio and SnpotllStar Nominal S&AEW.8 kilatrmpact$quot Opaque 12t31/2022 No Yee Yes WA Composite Edge Fiberglass Double Door wth or without Sidelites (InswirWOubvring; XX or OXXO configurations) d. Th Tru Fiber- b and month -Star 4 firma- Cgsr S 1 1 Nominal S&N39�0 uo I c not Opaque 213 y2022 &q t mpa tag No Yea Yes WA Composite Edge Fiberglass Single Door nsW utc ' X configuration) 5 e. Thermr•Tru Fiber -Classic and Srreorh•Sar Nomina188a3$0 "lmpecl&gwt Opaque 72/31r2022 No Yee va WA Composite Edge Fiberglass Single Door vAh Sdelto(.) (1-kn9/OWsm ng; XO. OX a OXO confgurstion6) 6 f. Thrma-Tru Rbr-Classic and Smooth -Star Nominal 6&#WO 8quotimpact8quot Coaqua 12131/2= No Yea Yea WA Composite Edge Fiberglass Double Door wth or vAblout SidelRa (Inar4ng/Ot11aW n9; xx a OXXO mnnguratlons) 7 g. Therma-Tru Flber-Cnsslc and Smooth -Star Nominal 68N3g;8 Squotlrnpact8quot. Glazeo 12/31r1022 No Year Yes WA Composite Edge Fiberglass Single Door (Im m;/ )ulewng; X configuration) a It Thermm-Tru Fiber-CYaalc and SmocM-Star Nominal 6&R39;8 8quotim"Cl8quot Glazed 1213172022 NO Yes yes WA Composts Edge Rberglaw Single Door with Sidelite(s) QnsvirglOtrtswdrg; XO, OXor OXO ogrtgurations) 9 i Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&N3P,8 "impac%quot Glazed 12/31/2022 No Yea Yes WA Composite Edge Fiberglass Double Door W th or without Sidelites Onvivirg/Ounvving; XXor OXXO configurations) 10 J. Thermr-Tru Fiber-lesslo and Smooth -Star Nominal 8&1I39,,0 8quotlnpect8quot Glazed 12131/2022 No Yee Yes WA Composite Edge Rbwglaea Single Door (InsWig/OulswMg; X configuration) 11 k Thernmi Flber.0t asic and Smooth -Star Nominal SSA39;0 "lrnpactilquot Glued 12131/2022 No Yes Ya WA Composite Edge Fiberglass Single Door with Sidelite(s) OnsvinglOutsW ng; XO, OXor OXO configurations) 12 I. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&R39;0 fiquotlmpaetliquot Glazed 12131/2022 No Ya Ya WA Composite Edge Fiberglass Double Door with or Without Sidelites Ormwirg/Oubwin9; XXor OXXO configurations) 13 m. Therm-Tru Fiber-Cassic and Smooth -Star Nominal 68a398 6quotimpact" Glazed Molded 12/3112022 No Yea Yes WA Open Composite Edge Fiberglass Single Door (InsWngloutswng; Xconfiguration) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68JK39;8 aquotlmpact&gwt Glazed Molded 12f31r1022 No Yes yes WA Open Composite Edge Fiberglass Single Door wth pre d9 ig 9 Glazed Molded Open SIdeIRe(s) (IneWrtg/OuteWrg; XO, OX or OXO configurations) 15 0. Therms-Tru Fiber-CMs4c and Smooth -gar Nomm216WW,8 BquotlrtpaeMoluot Glued Molded 12131r2022 No Yes Yes WA Open Composite Edge Fiberglass Double Door vMh a without Glazed Molded Open Sidelttes (Imvog/Outiwilg; XXa OXXO configurations) 16 p. Themu-Tru Fiber-Chsic and SmoothSar Nomin.1640*8 tquotlnpacr" Opaqu. 12r31f2022 No Yes Yes WA Compoeib Edge Fiberglass Single Door with Molded Open Sidelite(s) Onsw riglOutsom g: XO, OX or OXO configurations) 17 q. Theme-Tru Fiber-Claealc and Smooth -Star Nominal 6&MS &qudt;I pact8quot Opaque 12/31/2022 No Yea Yes WA Composite Edge Fiberglass Double Door Wth r Wthout Glazed Mobed Open Sidelbea _ (I nsWng/Outawing, XX a OXXO 00iguratbnl) Florida Department of Business & Professional Regulation BuildirlgCodea and Standards Product Approval Application Detail Papal oil 1152021 v S �. � S 3^',,. s,. 1 -' d -i- T'-x `C � z`�5+ x " t i -:_ .,,ter- 1 : -^.� �'+,•" QM Edlh.or ➢Min eta 17ate�4ou 1Lta MM version Mant6aclurr uceroe YatMat4d Ev VatldrM age FI C Androyel Approved OVA Revlslen 2020 pGTlndudrbs Jens Roswell Mird�Dede BCCO -CER Miami -Dade SCCO-VAL 11A92020 10262020 1124rA20 Approved creation'.Extadcr Doors (941) 486-0100 (766) 315-2590 subcategory: String Eslwlor Door Assemb9es lronoavMgpellnNddeac C«rpllahe. Method: Connection Men or Listing orT' i L1►2S1A33 Produate Quality Assurance, Approved for Use Aeorovad for ties 111MI119 2WM saga P odud Med L akmar or vants predict Detonation In filet Outside KVHZ Resistant P-, 9 9r10.5570 (Large Missile Impad) Vinyl Bidding Olaaa Door 041142021 Yee Yea Yea WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 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 +30.0l-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4l-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/3012025 Pella Corporation Series 10120 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 3127/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25l2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie BuildingProd. Cem lank La Siding and HardiePlank L Siding P P 9 Lap 9 FL13192.1 - FL13192.2 N/A 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 +54.21-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/2912023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 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 B oral Tile Saxony 900 F L7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc, DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31l2022 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 IWA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 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 Building Codes and Standards Prod Approval Application Detail Paget of 1252022 9992 t:BIIdC.9[ PW 211111 Dale Pending na Version Mantritclurer contact Enoineer &license validated By Validated zpyp,mittey, FBC Approval Approved all Revision 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 07/23/2020 07M2r2020 07/29r202D 10/1312020 Approved Catagaly: Exterior Doors (800) 943.7528 PE-43409 (813) 767.8555 Subcategory: Singing Exterior Door Assemblies s)asperson®thermatru.co Compliance Method: Evaluation Report from a ern Florida Registered Architect car a Licensed Florida Rl.i9Mfo-R3 Proressbred Engineer Preduda Sas ag Product Medial. Number or Name Quality Product Description Contract Assurance A ionowd For Use Aeoroved Fxaliatlon Deb in HVHZ for Use Outside HVW Resistant 21210 Pressure 1 a. Themna-Tru Fiber-Cial and Smooth -Star Nominal ( #39*.8 BquU:lmpact8quot Opaque 12131202.2 Yes Yes Yes WA Composite Edge Fiberglass Single Door (I nsWrig/Outswing; X configuration) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&Ill ":impaot" Opaque 12131QD22 Yes Yea Yes WA Composite Edge Fiberglass Single Door v ith Sideiite(s) gnswdngirOutswing: XO, OX or OXO configurations) 3 c. Thermal-Tru Roar-Classlc and SmoothSter Nominal 68M30;8 &qua;lmpaot" Opaque 1 V31 Q= Yes Yee Yes WA Composite Edge Fiberglass Double Door vdth or vFmout Slowness (InavAngfOuMnng; XX or OXXO cotmgurations) 4 d. Themw•TN Rber•Classb and Smooth -Star Nomin2l88A99;08qutctlmpad" Opaque 12f3lr2022 Yea Yes Yes WA Composite Edge Fiberglass Single Door (Inswng/Outsvring; X configuration) 5 e. Therms-Tru RW-Classic end Smooth -Star Nominal S&430;08quotlmpact&quok Opaque 12f3I= Yes Yes Yes WA Composite Edge Fiberglass Single Door veth Sidelite(a) Orrvin9'Outewing; XO. OX or OXO configurations) 6 fThemr•Tru Flber•Clessc and Srnocth•Star Nominal 8&a39;08quotlmpad" Opaque IZ'31r2022 Yes Yes yes WA Camposne Edge Flt»rglase Double Door Wth or Wthout Sidelites (Inei ing/OuWwing; XX or OXXO confisuretions) 7 g. Therma-Tm Flber-Cassb and Smooth -Star Nominal 687r3B,6 "lmpaQBquot Glazed 1201 t= Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inswrig/Cutswing; X configuration) 8 h. Therrna-Tru Fiber -Classic and Smooth -Stec Nominal 6&aSS88quadmirsoMquot Glazed 120 P2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with SdsMe(s) Ormvingroubrmng; XO, OX or OXO configurations) 9 i Ttrrme-Tru Fiber -Classic and Smooth -Star Nominal 88N39:8 "impact" Glazed 12131r2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door vAth or W61out Sidsines (In nVOut v i g; XX or OXXO configurations) 10 j. Th«me-Tru Fiber-Cleaelo and Smooth -Star Nominal W39;D 8quoklmpsd6quot Glazed 12/372022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (IntsvnnglOulenving; X configuration) I t k Theirma-Tru F6er.Clasalc and Smooth -Star Nominal B&SM.0 Squotlmpact" Glazed 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth Sdette(s) Onsvingl0utaving. XO, OX or OXO con igurrial ) 12 I. TherisfTru Fib« -Classic and Smooth -Star Nominal 8&R39.0 Squot lmoact" Glazed 12131 /2022 Yes Yes Yea WA Composite Edge Fiberglass Double Door pith or without Sidelites (IrrwiriglOutsWng; XX or OXXO configurations) 13 m. Theme-Tru Fior-CbesiC and Smooth -Star Nominal 8&M,5 &gUotlmpact&quct Opaque 12)3l/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door WM BquotNon-Inryrcl" Sldellb(a) (InsvinglOutswiry; XO, OX or OXO confrguratons) 14 in. Themne.Tru Rbr-Clasae and Smooth -Star Nominal 68A39,88quetlmpsd&quol; opaque I213l r2= Yes Yes Yes WA Composite Edge Fiberglass Double Door Pail "Nonlmpact" Sidelibs (Inswing/Oulsving; OXXO wrifouration) 15 0. Therma-Tru Fber-Classic and Smooth-6tzu Nominal 8&83$0 squot lmpstrXB,quot Opaque I?J31/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Pith liquotNorHlmpad&qua; Sidelibe(e) 0navirglOutsW rit XO, OX or OXO calligurations) 16 p. Theutw-Tru Fiber-CIMIC and Smooth -Star Nominal W39;0 8quotlmpect" Opaque 12f31r2022 Yas Yea Yes WA Composite Edge Fiberglass Double Door Wth SquotNonlmped8quot Sideltaes(InaWng/Outswng; OXXO configuration) 17 %Ttrrma-Tm Fiber-Classc and Smooth -Star Nominal 8&i,8 BquokNon-Impadaquot Opaque 12131r2022 Yes Yes No WA Composite Edge Fiberglass Single Door (InsmisaQutswing; X configuration) 18 r Therms-Tru Fiber -Classic and Smooth -Star Nominal 8WV.8 Bquor.Non-ImpadBquot Opaque 12/312022 Yea Yes No WA Composite Edge Fiberglass Single Door with Sidelts(s) (InieWnglOuleWng; XO, OX or OXO configurations) 19 s. Therma-Tru Fiber-Classb and SrrwolMSar Nominal 68,Y39;88quot;Non-ImpaoAquot Opaque 12731Y1022 Yes Yes No WA Composite Edge Fiberglass Double Door Wth or Wthout Sosiltes (IrlsrMnglOulsiving; XX or OXXO configurations) 20 t Thermal-Tru Fiber -Classic and Smooth -Star Nomina188. 0 SquetNon-ImpadBquot Opaque 12131rw Yes Yes No WA Compoteits Edge Fiberglass Single Door 0ncving/Outowng; X configuration) 21 u. Theme-Tru Rber-Classic and Smooth -Star Nominal 88#390 &gm0cut-ImpadBquot Opaque 121311= Yes Yes No WA Commons Edge Fiberglass Single Door with Sdelta(s) (In ngrOutswing: XO, OX or OXO connouraeomat 22 v. Theme-Tru Fiber-Classicand Smooth -fir Nominal S&WA;08quctN«r-Irnpad" Opaque 12131r2022 Yea, Yes No WA Composite Edge Rbangle" Double Door Win or without Sideliters (Instmrhg/Ounavin9; )Xa OXXO configurations) 23 w Themle-Tru Fiber -Classic and Smooth-Ser Nominal 88#*.88equotNor, ImpadBquot Glazed 12131r2022 Ym Yea No WA Composite Edge Fiberglass Single Door (InsmngMutswig; X configuration) 24 x. Thermal Fiber -Classic and Smooth -Star Nominal 8&M.8 8quothlonlrnpactilquot Glazed 12/31f2022 Yes Ym No WA Composite Edge Fiberglass Single Door with Sdelte(s) QnsW nglOut%W ng; XO, OX a OX0 Configurations) 25 y. Themla-Tru Flber-Oasslc and SrnooshSOar Nominal 15811139;88quotNon- ImpadBquot Glazed 12131= Yes Yes No WA Composite Edge Rbrglass Double Door Wm or without SMelitas (Inawing/OublMing; XX a OXXO configurations) 26 z. Thermo-Tru Fiber.Classic and Smooth-Sbr Nominal 8911139;0 &quor,Norl-Impsct&quet; Glazed 12131r2022 Yes Yes No WA Composite Edge Fl bergtg Single Door (Inswrg/Outswig; X gonfiguration) 27 M. Therms-Tru Fiber -Classic and Smooth -Star Nominal 68N39;08quothion-Imparx8quot Glazed 12/31/21r22 Yes Yed No WA Composite Edge Fiberglass Single Door with Sidel 09(s) Qnsv+ng/Outs vng; XO, OX a OXO configurations) 26 zb. Theme-Tru Fiber -Classic and Smod"hir Nominal B&N39;08quotNai-ImpadBquot Glazed 12131r2022 Yes Yes No WA Composite Edge Fiberglass Double Door Win or without Saelites OnevvingtOutaving; XXor OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of 2 1 ':`^•'' a �- syt`' - air "" A'- $-b;r., ..- .tr*;lciti _ .,,tea. 'a .7r- rrc' "✓`- -} i,t,^c yx r r ,... .',1 ~.._,tip .-.. ''e�a.'�.,e�-..� .., :ir`';* .r*r� _'_3.��x�_..i^�'�.._..•-s..-...ia`�'�; ..#� �i`_ � _ = .r_'�e ::�'<.�. vT .t __..7..�',�....�Sr :�„ �. - H.- ar2& 220 angry 20 Des, Portland Mir mm Yue1- Ili c Endtrr&LirarseYladimck MAN" submitted F13CAe«ewl A-r-d � ReMsbrl 2020 MI ydndowe and Doors Brent stinger Luis Roberto Lomas Steven M. Urkh, PE 10082020 1000812020 10J192020 lzn52020 Approed ealegial Exterior Dols (717) 365-3300 PE-62M 4 717) 317$454 JubCatego7 Siring Exteior Dar Assemoks bsaigmigmiad.c«n compliance Method Evaluation Report tom a Florida Reglatand Anittled ors Licensed Florida FLa15332.R917roduda Profefiiona Engineer affid product Model. Number or Name GWILY Assurance producL Description contract Emb omi toe Acerovadfa Use Approved In HVHZ 01itsm for Uls show KM Etffilard Design Imo. 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO IMIn024 No Yes No WA 14S314&qudpr6011qud; NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OX. XO, XX 12r312024 No Yes No WA 9elqudP806qud; NOWRe NFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXD 12r312024 No Yin No WA 145.3f4&qudxS%Ii ud: 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. 121312024 No Ya No WA XO.)O(S"quotx966qud: 5 SERIES 420 ALUMINUM Soo REINFORCED SERIES 42g ALUMINUM SOD REINFORCED XXX 17J312024 No Yee No N/A 14316qudseeequd. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PPp Pp P,g.1 a1 1ie2021 - _.�. � �: �-�;-L"�-�;"�*v,:v'-�-�-&r.- m ..�� ,d--.� v ��•r.++c . w__-� 4 ..;�..: ^ '-ci}'S,:w -'3i$ s.- �. �z. >ev...�;'.:. �- ;�3-. �� r.*, v€ 4€��_� �?�-. .. um EOBat.a[ INS 2 case lam- toff Mope Manufacturer wag Iota nsr &Done Validated IY tired mreval FSC A Approved Review 2D20 Ways o-Dalon, a dvisbn or Overhead Door Oueris K-leh .l one E. soles Jerfrey P. Am-. P.E. iN122D20 09292D20 IOM02D 12M572020 Approved Corporation (330)7038121 PE--51737 (904) 821-5200 Calapry. Erlerir Doors dkolnish@wayno-dalton.c stlbCreriart': Sections l Eatrlor Odor Assembles om ComPlirhu MdhW: Evaluation Report gem a Flodde Registered Architect or Licensed Flo ids Prcresslanel Engineer FLAMMDProducto 12" Roduct Modat rkmbr or Hama Quality Assurseness Actieranad for uses Product Dwrloclon Diu In HVHZ Ae«eved err lm motor Wade HVHZ & 219M Pleasure 3 BOOOB1DOM200 e1105 9&e99;Me. vikh. l 4&a3B; Mar height. Cdezlng 121312023 No Yea Yea •31.WL35.00 available in rep or Inteenerae section 10 8000/M10W8200P1123 164039: MAX lyNth. 14&s38. Max holism. 01"Ag 12312023 No Yea Yes +30.001-33.50 avallable in top or intermediate section. 11 80001810DAS20D 01124 156e39Maz Wdth. 46,11391. Max height. Glaring 12/312023 No Yes Yes +34.40A38.30 Avslleble In top or ht"M"igtt section. Florida Department of Business & Plates tonal Regulation Building Codes and Standards ProductA roval Application ication Detail PP PA1a 1 d 1 I rJ12021 -j'+LGs-ay yxa"`,:7.,"_,�, t1;:_z4wr1.,�`•s- erg, ,M rem CDtarg Gxe BLL . i 9xt3sgdon Pd4 mm xzam lioummm contact Eocalram durense Valdisted ft ) 2uhm&tfm fffi.Emm.L A,,,,d man Reu.W 2020 Cunes DlWst n of AADG. Inc. Ton Raney UL LLC Troy Bahop, P.E. 12n (1r1020 12N12020 12r21/2020 Approved Category: Ederlor Doors (641) 494-2813 054) 947-0880 sulocategery: Exterior Door Components lan.rapsygaseeebo/.r:a Campllance Midt Cartllkation Mad or Listing m EI M153Z.Ri IRa hada Quality Assurance Aoptevsdfor Use Approved for Use InmQact tee Eaad wars room. comer r ram. (,fin r In HVKL Outside HIM stainless PJesMld 1 fiOT, 707, T27, 747, 757. 777 end 847 Single and Fist! d Flush. Glazed. and Louvered single and pain or 12312025 Yes Yes Yee WA Doe's hollte metal doss Florida Department of Business & Professional Regulation Palo 1 d2 Building Codes and Standards trr.D21 Product Approval Application Detail z�A�..7s - =via- -'t-• s, -� i .,. "aa� k "� � ` #S +^A'..�..�'� ",� ,��'" .ram d s � u t.lN Cede Date- Doe Dab PMrdina RIM 1ldga vaLYga Menurecturm S®iad Eminsair iLlrsnaa Yarldled By XWW= eSdMad m F13C Andvd gam, Revision 2020 MI ndoes and Doors Arent mug, American Architectural Sloven M. Urkh. PE 11/1712D20 11/172020 11272020 Approved CaegDly: Mlndcas t71 n 365-3300 Mani ruiam .-cisNon r717) 317-0454 suaCaegory: Sirgle Hung bsnngergmil d.- Conpllsnee Method: CmNerlon Meng or Using $� RodNt YeeeL Weather «Mar �l salmi Aopraysd for Uae �vuM err use lipped 91= contract Embalm ore In HVHZ outside HVHL 2 165 SH 52x72 Fln/Flange Frame IG/9G Single Hung 1 DM6=3 No Yet W +6N-60 Laminated Glass U) -Cu > a) �r U L Q O 2 C CQ -0 �� Q_ N- CV `V V! ^^ 0 0 o CU O E U_ O CU .0-0 22 O 0- F- - ._ Cal 0- Q Z Z W J L - C t) M - c c evw� .. �LLf ld O 'N .a fV N y O CD a C) _ oz V !O y Q7 N C In E C rig O d V Cn CD E N CU C`V / O CL L� U O ^L� a..a� n, W C0 aeeEaaE O L LU Q W Z Z Q J 11 SHEET NO. PA 1.0. 121 Florida Department of Business & Professional Regulation Pool as Fonda Departnard of Business & Professional Regulation Pagel el Building Codes and Standards 10RO22 Building Codes and Standards tall Product Approval Application Detail Product Approval Application Dean SiBpt EMnr or 20 21q Dabe Pendhw 2111 I= version Iialwaill gaNIVA Enalneor&Limnee Validated By ygaadag filithialift Fad AMMv l Appraved $(dais Endo f WOr )wpm 21111111 Revision 20M Therma-Tru Corporal Sta-Jospereon Lyndon F. Schmidt P.I- Ryan J. Kil P.E. 10/07121Y21 0a'182D21 1013,r2M 12/1512021 Approved mfg version manufacturer Conrad anew& LJ=m ymwnt Av Vddlbd njbmfti FACAmrioW Agolg3dg BOA Category: Exfericr Doors (800)l PE-43409 (813)767-S555 Affirmation ZD20 PGTlnduetiss Jana Roserdd Morel -Code 8CC0-CER Me+Dde WCO-VAL IIRYM20 11,061:2020 11n112020 Approl aubOategorl SWnglng Exterior Door Assemblies e)eaperaonothermatru.co Cdeporyr Wndk- (941)168.0100 (786)315-2500 oompllaaH Maaiod: Evaluation Reportaoma IT outcomearY. "a Hung Ireso"ldgp$nG009.0 Florida Regal Aid dial or a Licensed Florida cmvli ndhpp: CoruscationMark or tbg om Profeasional Engineer - FLul2UK4i7 Producer ARRMVW tar use Approved ter tare IN= 22= at" �YIi1LASYrAaH Aop,,,W Air geA A®uaMafor .ties In MVMZ $1219t1➢Q1i !asap[ llxim RetailerstR>raMlra I8-0 Product Model. Numbers r Name Product Description Contract Expiration Date in HvMZ Outside KNOW Fassls bard Pressure, 2 WSW (Large Ul NipuQ) Vill Ernst. I+mg WMM- a7/30MMS Yea Yes Yes WA 1 a. ThemaTru Filter-Clssb and Smooth-SNu Nomihal0ars38:6 aquokNon-IrtpaotSquok Opaque 1213ill No Yes No NIA Composite Edge Fiberglass single Door (InsviinglOuthill X configuration) 2 b ThemaTm Fiber -Cask and Smooth -Star Nominal S&a36e aquotNon-Impadaquot Opaque 12AII/2(22 No Yale No WA Composite Edge Fiberglass Seigle Door vvfb Sdeire(s) OnsWriglOuteWrg; XO, OX or OXO 3 a Therms Tm Fle r.Clessb and Smocth-atsr Nominal Wall Acitiollherlinpodilliquot Opaque 12J312022 No Yea No WA Fiberglass Composite Edge Double Door With a vAthout Satellites (Ir eAnpfOuail )(XorOXXO confguraDons) 4 d. ThorrraTru Fiber -Classic and Smooth-Ster Nominal 7&l Squothlon-Impacautuot Opaque 12I3112022 No Yes No WA Composite Edge Fiberglass Seigle Door (Insi gioutsvill X comlguralli 5 a Ther m-Tru Fiber-Classb And Smoot -Star Nominal WSRO 8quotNon-Impad8quot Opaque 1201/2022 No Yes No WA Composite Edge Fiberglass Single Dow with adelbe(s) (Inmor gloubldrg; XO. OX or OXO configurations) 6 f. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8809;0J1quotNon-ImpedBquot Opaque 12f31r2022 No Yes No MIA Florida Department of Business 3 Professional Regulation Pegei oft Composite Edge Fiberglass Single Door Building Codes and Standards 1n12021 pnsvdng(Oumwing; Xoont4pmdon) 7 g, ThemlaTru Fiber -Classic and Smooth-M v Nominal 8&t38;0 &quvtNoo-lmpad&quok Opaque 1201M= No Yes No NIA Composite Edge Fiberglas angle Dow NM Product Approval Application Detell adel4e(s) OmenirootAi iring; XO, OX or OXO configurational 8 h. Thenra-Tru Fiber-Clavaic and SrrooM-Star Nominal 8&R399"Non-impakx8quot Opaque lmir 022 No Yes No NIA Composite Edge Fiberglas Doubts Door VAb or _ &dmLgt as qms 2011W.FAWIllis 2im Weill Stoelltes (InsMnyOrdavbg; XX or OXXO mm version trigltid" matt Velldl Ill yid 119ANEW A.2-yy1 a" mnfigumone) 9 LThorma-Tru Filter -Chu! and Smooth -Star Nominal $&#X$8quotNon-Impeddqua, Gland 1211 No Yes No NIA NarMbn 2020 PGTIrdudW. Jw RoloraN Mete -Code 0CCO-CER KU. Oode ISCM-VAL Iii0 020 lip5/2020 11A1r2020 Approl Composite Edge Fiberglass Sing Is Door Cd+9W "no- (041) 486.0100 (786) 345-25% Orsa(ng/Outawip; X configtuatlon) aubCatho y: Feed IraawMBlppinduaues.c 10 } Thema-TW Fiber-Chasie and Snmth-Star Nominal Bell 4liquothion-ImpodB,qupt Glued 12131=22 No Ys No NIA CompbavaMourod: cwtdbom Mark a Using om Composite Edge FlbsrgtmSMgla Door Win S0911te(S) (IngWnQOJWA(ng; XO, ON or OXO _ configurations) Accresrdrer Lb. kill" Ram 11 kThermatTru Fiber-Classb and 3noo0rStar Nominal 09#39:88quot.Not-Impactill Glazed Composite Edge Fiberglass Double Dow with or vughout Shtelts(meWnglOrdasill xx or OXXO 126112022 No Yes No NIA Art 3 prodid Yodr_Nerbr or Nmr. civu-5m{Leigem" erp.d) 'Ani FN.dW doss 0440,2025 R I. li101Z dLIb HVHZ Yee Yes &!led P—re Yes N/A ? 12 L ThermW Fiber-Classicand Smooth -Star m3O 8quotNon-Impartill Glazed 1219172022 No Yes No NIA Composite Edge Fiberglass Single Door artaWngfOutswing; X configuration) 13 m. Therma-Tru FiberLtesicand SrmoHMStar Nominal IF&A99;0AquatNes-impadlill Glazed 12/ II= No Yes No NIA Composite Edge Fiberglass Single Door with Sdelhe(e) InaWfgrou earl XO, OX a OXO configurations) 14 n. Thermal Fiber-Chssk and 0nmth-Mbar Nominal Basil "Non-Impod&quct Glazed 12031rq= No Yes No NIA Composite Edge Fiberglass Single Door OnoWnplOubmi g; X configuration) 15 o. Therms-Tru Filer-Cisial and SmDot h-SW Normal 8&A134;OdquotNor.4mpadaquw; Glazed 12/311= No Yes No NIA Composite Edge Fiberglass Single Door %Atli Sdelte(s) Onsvt(rgoutsmna NO, OX or OXO Florida Department of Business & Professional Regulation Feel oft 18 p. Themna-Tru FibMZkoll and Smooth -Star configurational Nominal 5Aa39,0 aquothlon•lmpMdBquct Glued 12/3lr= No Yes No NIA Bullring Codes and Standards tom2l Composite Edge Fiberglass Double Door Won or Witout Sidelites (Inswing/OutriAl XX or =0 Product Approval Application Detell 17 ThemaTru Fiber -Classic: and Smooth -Star configurations) Nominal 889'3$-S &quokNoo-impactBqutOt OPIN q ue 120 20P2 No Yes No NIA Ill Composite Edge Fiberglas Single Door with Tansom(ImaWrg/CulsWnp; O/X configuration) _ - 18 I. Thermal Fiber -Clank and Smooth -Star Nominal $8014quotNon-Impactiqu al Opaque 12f31/2022 No Yes No NIA S8� smaller Bit! anS� adelit ire Edge Fiberglas 3irgla Doorvvi$r ]lea YAOIg¢ l 1it>MMMd Eg .ilkO3E tltearsu ee Y�g 111� FBC Approval eggs:mg Room ]Yet )� Ofox at rll0ldaggl[rr and Transom OawinglOukWrg; OlXO, Rauskn 2020 Mick, WOX tar OVOXO coMlguromone) Rwtslon 2020 Jones hhfda Building Products Inc. Chad clarets V. Andrew Ten Jahn BaMeM, P.E. Will12n12020 D7A1B12021 ding FBC Appn 19 A Thema TA Fber47aselc and Smooth -Star Nominal 8803D;OSquotNon-ImpagBquot Opaque 12131/2022 No Yes No WA Csragay: Panel Wets (90%345-BSU PE-81882 (352) W-252e Cassel Pl Wl Composite Edge Fiberglass Single Door with bbCasocri adng ch.d.d'enclul Jamaahard sdreaelr.ry. Soft. Sideftbol pnswmglOulaWrg; XO. OX or OXO Compliance NMo2 Efausm Report tom a earn CmpDenu MaWnd: D.1-t n Reportseena Control Food and Sill aonmguatlmsl Flodda ReghhrredArarbact m a Ucaued Florids Fill IteglthrodArddteet or. Ucomod Florida 20 t Thermal Fiber-CYsk and Smooth -Slat Nominal 88A!38;0 aquatNm-IrtpsdMuct Opaque 121312072 No Yes No WA Proressbnel Engineer Professional Engineer Compicklits, Edge Sdeliol Onsswirg..ltOnutel Single Xa with y.+tutekhirg; , t�(w OXO Eft Continuous Head and Sol conflgUlatims) i2Wkv Assurance AtnrovedfolUss Approved fa Use !mod DOAM e-Tru Fi 21 U. Thember-CMaak and Smooth -Sher Monitor 8113i ILquothlon-Irryaclaquot Glazed 120112022 No Yes No WA aroA Product Model. Number aNsme �Di. Ip1001Z him &4W�I fJ:ryUd. sp" Rodum MadY. Nmlora sYm. Composite Edge Fiberglas Single Odor skilthOX 1 Co n it ek Lap Sdhg iber•aam►nl up sid'ng 121312023 Yes Yes WA WA 1 a &Wct2T8quoi: Sofa Citlsib(a) Flood n d Sill rag; gu OX a OXO Continuous Flood and Sill confipuratiou) 2 HadrPlenk Lap 81din9 fiber -cement Isp skatg 1700023 Yes Yea N!A WA 2 to. aqud;:vlMrece Taaqud; 8omt 22 v. Themes Tru Ftur-Classic and Smooth -Star Nominal 65J039:08quothlon-Impaot6quot Glazed /2f312022 No Yes No WA 3 e. aqud:Grsmbnw Vintage BoodWit8i Soft Composite Edge Fihenalasb Single Dow with 4 d awd:05awat Samt Sidellia(a} OnswlnWOuMWrg; AD, OX a OXO 5 e. aqud:Chaler Oskaquok all Continuous Heed and Sit configurations) y31! N Y No WA 8 f aqu t9upar Sponsquet Sate 23 w Themes-Tru Filer-Chsk and SrtncM-Star 1,10 188A99:B 89uot-ndmpact" OWque 1 2022 o es Composite Edge Fiberglass Door Pawls lift Vented adegii pnsW"Okoulawar ei XX XXX or XX)0( configurations) 24 x.Theme-Tru Fiber-aasaw and Smooth-SMr Nominal 811090;0liquotNon-Inpad9quot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Dow Panels with Valued Siddrter(s) OnaWnglOute si g; XX )= o XXXx Computations) 25 y. Theme Tru FDar•Clalo and Smooth-Bbr Nominal BBal3B;8&gw)tNen4npaeMquot Glazed t213112M No Yes No WA Compoale Ecip Fiberglass Door Panels kulr+ Vented sdelioe(a) (In Wrigroutesirg; XX x)0(or X)oo( Florida Department of Business & Professional Regulation Pega l at configum tD,wm2t ie z. Therms Tnl Fiber -Classic and Smooth -Star Nominal BSa3B:08quottion-Impact" Glazed 12131/2022 No Yes No WA Blilri Codes and Standards Composite Edge Fiberglas Door Panels wdh Vented Sdelae(s) gn$vAnglOutawtg; Xx, Xxx Or XXXX Product Approval: Application Detail Lonngur2tons) 27 za. Therms-Tm Fiber -Classic and SrnoothSmr Nominal 0818 aquothlon-Impect" Glazed 12/3112022 No Yes No WA Composite Edge Fiberglass Slgk Door with 38e990 Sidelial Onsw(nglOutaWrg; XO. OX a OXO configurations) Sot& imlyJa R & all AM 28 zb. Therms-Tru Fiber-Claslo and Smooth -Star Nominal 550"JI) 88quctNon-ImpadBquot Glazed 1213l/20= No Yes No WA IYg& y&1&Ion Moreaftel i&tiM3 t yr . Ydd W jigilludget I A&&®ad idfiMK Composite Edge Fiberglas Double Door VAb llk lden 2020 TAki Buldlog Products LLC Kent Eden Roba t Nlamnan John W. WMen4M, PE 10t4/2020 Oman= 1"27020 12/152020 Approl 3&a99PSidell(InaWngJOubsWrrg;O)XO C tsgorlReill t417)624.634/ P6SDIOD (964)T7"Z24 Configuation) SubCaagol Umferiaynar9s kad_.wndIwn1m.eom 29 za Thermal Fiber -Classic and Smooth -Star Nominal a8d+3$0 8quokNon-Ina ad" Glazed 12131/2= No Yes No WA Composite Edge Fiberglass Single Door with 311011 COFOWo4 lMhom EYabetin Report torn a Sldolliki O�n�sWrig/OuYvahg; XO, OXorOXO Rana Registered Nohtt.daa UeehsedR des 30 zd. Thermal Fiber -Classic, and Smooth -Star N mgrxd 83A39 Prokvaiand Engineer ;O"Non•Impapxd,quw: Glazed 12f312022 No Yes No N!A Composite Edge Fiberglass Double Door with -. - 384139;0 Skle#M (IwWr $Outol OXXO gumNLARSIMM AMMOdIKUM Anagandfal bond 22" configuration) 31 ze.Tmoma-TruFiber-Gamic andSmoothShar Nomial73#31&qu"on-ImpactBquot;Will 12)31rAW No Yes, No NIA $✓®& RoduclYaALNsheraNara Producj,j) p . 1, HVHZ OuWdeHV82 askia" linssure Series Composite Edge Glazed Fiberglass Single 1 TAMKO Rod Undedayrnents (HVHZI RodunW dayreams fir as In FBC HVHZ OsWO23 Yes No NIA WA Door with a vidout 19#30:2 Sdelka(sj A ng+Outewhg; X OX XO at OXO configurations) Red jurisdictions. Oflen 2 TAMKO Rod Undereynravis(NONJLVHZ) Redundedaymntsfor use In F6C nen4MR 081812023 No Yes NM WA Iu)sdebons. Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 311 W022 FLN62WR31 ,Tj( Version Manufactures on et Engineer & validated By VelldI � Submitted d P31]�gl . ARREMf Aped Revision 2020 POLYGLASS USA Maur);Alpert, License John W. 1012MO20 10til 2020 FFC 12/15/2020 Category: Roofing S9542331330$tmlpeat@polyglass.com Robert Nisminen Kne2wich, PE ARRM321 SubCaiagory: PE-59168 (954)772-0224 11/1 Undedaymerits Compliance Method: Evaluation Report from a Florida Registered Archrw or a Licensed Florida Professional Engineer FI 6211111-R81 Products 9Yt6Y �In Htl oultswe IN Ee 8aa N Product MOM, Nanbr or Nana Product Deaaig�Qi ,L elected Pressure date 1 Polyglass Roof Undedayments Rootngundenayments IW21/2022 No Yes WA +WA1-822.5 1 Polyglass, Roof Underpayments (HVHZ) Potyglass roof underlayments for use In FBC 12123r= Yes No WA WA HV112 jJdadloboce. 2 Polyglass Roof Underpayments(non-HVHZ) Polyglass roafundenamlerAs, Tor use In 12232023 No Yes WA +WAI-M.5 FBC na"VH2 judWktions. 1 Polyglass Roof Undedayments(N iZ) Poygldss roof undenaymerts for use In FBC t2232033 Yes No WA WA HVHZludadk&aa. 2 PolyWass Root UndedaymeMs (non-HVHZI "lass roof undenryments, for use In 1223r2023 No Yes WA +WN-M.5 FBC non-HVHZ jurisdictions, 1 Polyglass Roof Underlaymerms (HVHZ) Polyglass roof underigYments for use In FBC1212312023 Yes No WA WA HVHZ junedickaa. 2 Polyglass Roof Underpayments (nort-Hill Poyglass roof undartayments, To use In 12732023 No Yes WA +N1A1.422.5 FBC nar+HVHT judodk t ", 1 Polyglass Roof UnderlaymeMs(Hill PoWassrod urdelaymeKafor use InFSC1212312D23 Yes No WA WA HVHZ jurisdictions. 2 Polygass Roof Undellaymerm (non-HY-1Z) PoWass roof underayments, for use in 121232023 No Yes WA +WA1-8225 F8C nwt-HVHZjudadictiwe. Fonda Department ofBusiness & Professional Regulation Paget oft Building Codes and Standards ++ Product Approval Application Detail Enilty or am Dab P-,A- I= Version Mlgl frsolYt rnbMAUMN V Ihht dtar IDIOM Alligatiat ITICAm®al Angered Bab& R.Malar 2020 MITdc Inc Erin Wal ICC EvdaWn SwAloo, LLC ICC EWUan Sated, OEM W2021 Moll Ofti App l Category: abudenl Cempeneres (952) 090-OM LLC. SubCdogary: Truss Rotes assl0ntgmil.am (200) 598-Brio Camplmncs Method: Evaluation Report from a Presult Evaluation Day F11tii, ataal(p.. Quality Assurance A=wW for Use Approved for Ilae Jim lid 411111 Roducf Yodd. Nnbr a Nor gD In fill outdib Hill EealiM Pfoostu* 1 M1al 14 rig. high sbanpttr trues conador Pate +21J72022 Yes Yes NfA WA 1B8H8 2 Mla ss. Super klA Strength truss connector plate 12MI2022 Yes Yes MIA WA 3 MI 16 18 gal Imes connector pa+• 12/31=2 Yes Yes N/A WA 4 MT184E 18 go. Mph skengb truss. connector pals 12MI12022 Yes Yes M/A WA 5 MT20HS 20 Oa hire strength all entrodor pate 121312022 Yes Yes. NIA WA e TL18. Mira 18 go. Ws9-,,it. plat. i21372022 Yes Yes i WA 7 TL20. VT20 20 9a trues connector pat. 12/312022 Yes Yes N/A WA Florida Department of Business & Professional Regulallon BlJtding Codes and Standards Product Approval Application Detail pope 7 oft ,/1I2021 Ilrapt &my am 20 Mynas& we zm xmwo lid 2EM V.sead.d er IDIOM 260mim PAC Aaareri Assisi siba Revision 2020 Loma. KoMm Jdby Jars L Budmar, P.E. Stevan M. url PE i 12=020 1123r.WA lirMO20 ding FBC Appn Cadog.ry: Recent; (501)9636193 PE-31242 (IM317.8454 -Wdetory: ROWnp Aeiaesorcs and tie an glary@)anmeo.eorn Integral Pan ofthe Roodag"em Compliance Model ejolml on Repot tom a Florida ReysteredArch ct as Limw•d FW& Professional "now Approval for User A.prmed for use krwad 219M ifs Grad It la.ML gmwwLkmg BAei M Batten i Dell DA4 a TR4Bugt Dado-Alr DA-4 Law Press, PdKxopylara Ill Rod Vent 12111 No Yes Me -9? 51l Med)entaty Attached to Plil Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 9992 I lIB3tOC9! Tieyearon Manufacturer Contact Emgaarr & ucodaeyancieNd By Reviekn 2020 All American Shutters end Glass lake Barbieri Frank L. Bernardo, P.E Troy Still RE Cat000li Shvuom (561) 712-81182 PE-0046549 (954) 947A98O Sub,Calhi Storm Panels mlkacgellamerbanahume Compliance Method; Evaluation Raporthoma ro.com Florida RogWwW Arelifi a Llamsed Florida Professional Engineer Pop 1 of t 125M22 21k irate Deft Porldino 20 Valldolod rtU FBCADeroyal Approved) Status 1W 2020 10/1512020 11101 12115/2D20 Apprwed -OusthwAswronce Aobroved for Use Approved far Use IranBGI 1eMon apt Product Mode]. Number or Nome Product Ooegrlctlw Contract Entrance Oete In Hyl owumm HVMiZ Reapi Protests 1 241 Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels 12/312022 Yes Yes, Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applkadon Demon Page 1 or a142W1 Florida Department of Business & Professional Regulation Passion Building Codes and Standards lfi i Product Approval Application Dean Fonds Department of Business & Professional Regulation pass i oft Building Codes and Standards 115=1 Product Approval Application Detail Florida Department of BtNiness & Professional Regulation Page z a2 Building Codes and Standards lowmzl Product Approval Application Detail an an Date pmdim a& Sdp1W YaWllatl is YJAItYtt BuaMntrt LIG Amrawl &Lund moa Nick Thempecn Lynda F.Stimid,P.E Ryan J. King, RE 02M W2021 02MOM21 (12aW2021 Otn3/2021 :Orpro,01 (330)SM-2389 P643409 (813)7h ssm nlhanpacnQdlsido.can Agaves for Ur Amrev.d for Use InUd Product Pwlebm Cwsrodd Whirs Dot. In "Well 01"d. MVHE Roche Pressure VoraaSClid Vtryl Sofa 12lIRU3 No Yes No WA Vent or Send VW Sofa 12131R023 No Yes No WA Vent cr&0d VW Sent 1213IMMS No Yee No WA Vent or Slid Varyt said 121312023 No Yes No WA Vent Or Solid Vinyl al t 2212023 No Yes No NM Vent or Solid Vary! Scan 12/312023 No Yes No WA Florida Department of Business & Professional Regulation Building Corks and Standards Product Approval Application Detail Par + di tYr1221 ]Y&L Versi4B mmufbmrtr Sci&tbd taakkW&usses. ygUKed 1( youmka ANWW Fill Acishroyall Agglrlvad IlSm AftMOlM 2020 PGT Indiscls Jens ROSOwdd M.mkDd. 9CC0-CER Mons -add 8=0-VAL 1iA62020 11A M20 NM tM20 Approved Caagorr Wind- (1041)488-0100 (78e) 315-2WO SubCdogal k4dNoa lroaarsM�pganduadeac COMHsrca MWrotl: CeMlabn Man or Losing om pum4ttIPCOdKtu_ ill RodaA Modd. Nnbw a Nast hod&bmdodm catalog Aliblatmaut in HVKZ 6 !!H Outside MYMZ Prossurs, 1 Muatina farAb Doors and Windows Aluminum "ons 05128202E Yes. Yes Yes. WA Florida Department of Business & Professional Regulation Par I d2 Building Codes Arid Standards Imrm21 Product Approval Application Detail Calla MMLK 111& 2" gAtaOW" wa mm Viacom lagIdlrp&1r 4aotig 1L i-YCKA! YaIMYffi.OIC Yrnlldotia $&MMA FOCAmmad Aapronsel Ohm RewMW 2020 GAF Mleheal Bush AObM N.minan Jahn W. KnerrAdi. RE OS28020 082112020 10A1 O20 12ASM20 Approckd Cat*~. Roams (600) 701 PE -bill (954) 772$224 BUcCalegorr. Aphe[ Shingles m%tMe f.emn Compliance Model Evaluation Report Rom e Floods RegiaerodNohae A a a UONlsed Floi Professional Dirw r t aud& Assurance Actraved for Use Awroybd for Use kwm gel t ReJs1 YoduL Nueber I Anoducilpecieviodon Cadres[ sadrdlon Dade. In HVHZ 4stdsal Realeleart 1e—re. 1 GAF Asphn Rooralrkgies Fhareass reinforced 34ob. larrinaed. 5-teh and 12J16rt922 No Yes NIA WA kip, e.Pw vmgk. Florida Department of Business & Prdmmionai Regulation Pass I or I Florida Department of Business & Professional Regulation Page I ern Budding Codas and Standards e1m21 Building Codes and Standards jsmet Product Approval Application Detail Product Approval Application Detail Sag9 tatty or ME .But Data m girt C&9t 6aN or Litt slit i lilts mm yo aMOmragAr Salami bdmrAJAM mdwd der ligo" atA%= FI1CAmmal AREnm iglu TV- Version Version Manubottrrer cwte_d arrotivaUcerw 1fdldalWM aV Iddtl atbm�il PaC Appealed !ram orp�M a✓�t Rnisbn 2020 L.V. T iontoo.Inc me Thompson Nchxellurd Tool Chfidman Zsc ary R. Prod Staysn M Won. PE 091°I1I12020 02187020 081 17115=20 APproued Reualon 2DW Florid* Mao Produda InC. Clan Jones James L. BuaWr. Pi Steven M. Uddv P£ 097272020 (Yorew 20 IOAM02D 12MOM20 Approved M.NW Campny4TAMCC) 4913)248-3434 PE7402/ Category: Roving tan 9nsteaodng<ern (777)37T4140e CYaaofl-Reding 19o4)7left-,0 CBUCK Engnaen9 (T77)317:8454 ktSt tubCdegory; Real Accessories thisors en erark011ameosam PEJ7242 SbQktegary: Roams Aeasnes that we an Intel portal Raabigaydem Integral Pert ofbe Rooms Systum Compliance Mdh.d; Evaualien Report from a Compliance Method; E lkudon Repot tom a Find. R.9lsteredhohtied a a U-Sed Fledde Florida Registered Nohbeet as Ucal Florida Professional Engineer Prdeaalond Engineer AoorInMi Apuowd lalba jay )� AmtInH"Uu Allocated fell la Elms" lain BIlaB l pal s lan�te IO,tlIt11Z L21astlYes Ba o Presrlra Baal C----='^++'"n p-'-'- Jp,ag(tJZ $gW(aM $!i&Q 3 3-FLNuKXf aqud:RV lO Ridp VaN$quot: AlurnlnUm RMpt Vents ter gldtsd roes, fabricated 172120gd No Yet ale WA 1 TAMCO FlY Top OA-Pod9e Vera well BaM+or lie 26 9a- rtatic roofvntitrdW With base 011,081 Yes Yet MIA WA from OA25' Aiumarum 2 TAMCO Gooteral Vent 269L ovolli No Yes NIA -Ql 3 TAMCO 01FRRb0 Roaf Vnt ldb Bale 29 go. "a roofverrbda wb integrated banks Ca0g12024 Year Yes NIA WA 4 TAMCO Round Tap OIFRIdge Vent wan BafOe for Tile 28 Oa• gone roofveppador with bane 08/082024 Yes Yee MIL WA Florida Department of Business & Profwalonal Regulation Poo as Florida Department of Business & Professional Regulation rise., of I Building Codes and Standards Ill Building Codes and Standards 1MMD22 Product Approval Application Detaan Product Approval Application Detail 9611111 fitBLJIC �as am gsLandw Boa €ftilly or jDRIS, 2ft Date Pending Deal mm Verslon MarelaGlmer Carried E0 ! Validated a.G ydw" NuiligiliM EBBAusucinmI A onoved ;tote Iygs Version swerhufacturor 4smsga imimsr&Lkann vabdated By Valicialled hilligod FBC Aoorotml Amoral 211111111111 Retold 2D20 Baal Roofing Mderean Rabin LAPW Untoortn eksluirl GayW.WWker 11i0i lik=020 111Wl Approved Revision 2020 Global Proteetbn Products, U.C. Tim Robinson Wader A. Tat Jr., P.E. John W. lineNvich, PE DW08= 09001 10/01/2020 12M6202n Approved Cdewl checking (801) 380.6091 SerAces LLC. (205) 954-0180 Category: Shutters (954) e89.7545 PE-44187 (964) 772-el SubCd.ell Rating TO. RahinMdMaon®bad.o0 SublOSMgory: Storm Panels tim.robineon�gppem.com Cempilanea Mdbed:)Yalud)m Repaerrom. in CelSpllao9a Model Evaluation Report from Product Evaluation Fiter Fharida Registered Architect or a Licensed Florida gumwmuLamm Professional Engineer QuallyAlifthurince Ararevad for Use Approved for Use kam g,i fL*taftys4te Products aka$ SAANLRkVAINMSAS In Ill lhtd&Lk laS ! guaLfirmam ARorovad Pot Use Approved far Uee Imw 2nim 1s Ea.my-SMka tabegad.. ago Old FJr9Pfn Fist PNdb-Carl CO 12`31201 No Yes NAk WA End Product Model Number or Name Product Ommiatbn Central E)Mlraaetl Dab In HVHZ Outside HVW Rosistand PP (m Theron damp' armed 1 20 Gage Galvanized Steel Storm FaralaMYF(Z Corrugated Galvanized Steel Storm Panels retained 12131120Z2 Yes Yes Yes NIA aa 17 Sol GOO - $: Shake Aarl Sett Shake Flat PrdIN-Stockton. CA 12/312020 ale Yes NIA WA or nor by tradrs to provide hurtcane protection. 19 Samy Soo - Sole, Sho& & Spot Shake FiatPrcfil.- Risk., CA 12/312420 No Yes NIA WA 2 24 Gage Galvanized Seel Storm Pan sbulh 4 Corrugated Galvanized Steel Storm Pane is retained 12131/XY22 No Yes Yee NIA 19 Smmy 740 - Shake, Slots damp: Sett Shake Plot Press, - Basil CA 12/312070 No Yea N/A WA or not by tracks to provide rurfi ally pnieeton. 20 9eranyy 700-Slhew, elate vamp: Sptt aheka ft Pnalb-Rb[e, GA i2p111020 No Yas N/A WA 27 Tries Fapno 16aroMeno Hen Rorie - K0;, TX +21112070 No Y4. NfA WA 28 Vile Lot Prooe-Katy. TX 12a14020 No Yes NJA WA Florida Departmart of Business & Professlonal Regulation Pap i of1 Florida Department of Business & Professional Repletion Poo a1 Building Codes and Standards 11702" Building Codes and Standards 19=1 Product Approval Application Deal! Product Approval Application Detail Scott _ Fa111BISC JaM Jilt OAtt,Een>sAt DO %A,k Late Matt lam Bfdt in NK= MaulBCan SrapMlut EmgAMdkllMaaa Vaadmar xmwdrg MM311t•g FBDA.aed AMMM a" mule UNIUKALicagtt YANdEL K )figam IIWMMet PAC Assigned Aogdat7t DWI[ Ral 2020 Apina Glued L.M. ICC Evaluation 6kenAce. i William M. Rader. PE tOrJ1202D 10220020 111a52020 11o52070 Approved RMMn 2D20 Commercial Concrete Produdalno. R4OM Oals 8emJCl A GFOSIRerg John Ho/ 12AGM20 1211612020 12rwo20 ding FBC Al Calaear Structural Components (321) 710.3377 (407) (181-1917 Subcategory: Tress Rates deWelialpnalM.com $L&gay:80va!tM Introd Na (8i3)es9.3rB7 PE3124u (357)588-0311 CanpHaras Method: Evaluation Report tone N-Technoc ProduW Introduced u a Result a praesdgdorpi ,ohco.00m NMr Tenna.gy PIWW E-W OM Entlly CemplhnoaM4tllerL• EVdudloh Report ROm a RolR glWisdArchWer.1.1—dFlodda LUMIUSLam- - Prdeeeimd Eng roar OudINA4a4ana Asrovodfa Iles Aberowdia Ur Wood gift FtM7T4.tTe Ala PrefLet Yodel. Nwimr a Name egg cmrad Eattbn tea► In HVNZ OuMdo HMM BraAYti - 1 ITW BCG/Abhw Higher Shromb IN Stamp: 8) Motel Corrector Rote 1211 021 Yes Yes NM NIA gLio-a&tir>BM A NMMXININAM boa a" 2 1 tW BCGMatne Hoge Rate MWI Connector Photo 12012024 Yee Yes MIA MIA $!&E 1111i gooiK t PN"Ure 3 INYBCGMVM TMlm th"COMeda Platy 12012024 Yea Yes NIA Ill 1 OuaDy Precastor Conn dal Concrete PraduW Retest and Prestressed Cncrol Unhnb O5/2SR024 No Yee NIA WA 4 ITor BCGOWS." Waw Mael Co necterplale 12r3112M4 Yell Yes N/A NIA Fill Department of Business & Professional Regulation Page 1 ea Building Codes and standards ArA021 Product Approval Application Detail fdd& &Malt Arts ➢aa !? AYSam SYg! ManufacturerS9OSlY YYMretl Ar yd(gg(� Sashed PAC AwreVd Approved tl[ip1E iYgA VersiondOItMAQ ! &Lke v Validated itsi� li4 i 0a �! i(alMeitY associated FarsAgal Aggr9Jat Awn RW*n 2)20 Weremausar Rob sell IOCEvduetln SarNa.LLC In Lehi P.E. 0200l iDA32020 02M=21 Apprave4 Ammrdlon 2020 Alpha Aurnhum, Inc, Jose Ill Wa R. Lost Stover IS, Unoh. PE 11n 81m20 11/142020. 112012020 .Approved Category: Structural Conponsma (25s)A24.6470 teas)439-3289 s SuUCatieci rmglin-dLumber Rabod.6sldwin�reydla ubcatry:Pend Wall. 1W7)309.2008 PE•825t4 (71i)317.9454 WCategory: Scetis aphuladnimtic�ysho product So Method: EyditWen Report Rome ewasern Comp *MWwd: Evaluation Report terra tow ProtluM Eu.lwan Eotey Flodda Re9hle Archl er a Uanlad Rorke FLNOTIMI- Protesflsoel Er7nea Amroted fa[ Lies 11liQard � Atari Rnna1 YetY Mapper a NMna t: mtr�at. ip.Mm Ottlkb HWIHM Its pressure OIWKVABNCKXA Wasa Design 1 Mcr.lan iLaminated W- Lumber 03131=3 No Yes NIA WA Apg er Lies ALd" for Liu � Rods Y.tlal. Yurrber er lerme i In HVN.t� g ata>= PMaan 2 Perahn PSL Parallel all Wine. 03r312023 NO Ye. NIA WA Vented A 3 TlmbwMnd L8L Washougal! Brand Lumber OU312023 No Yes NIA NIA iAlphaha Aluminum coda tampVented AluminumBomU Apra AlumlmumBdle aMrp; Vedas Aluminum 07 3 No Yes No WA 4 TJ Ram Bard structural Canpoae Lumber a Oriented Strand OSr 1=3 No Yes NIA WA CMU Al VAW SdIW CW dump; Wood Goad Ram Boom 5 Weyartseuser Ran Bard Oriented Strand Beam Rm Board 031J12023 No Yes NrA WA August 10, 2022I N N Cn —Cu Q O W W cn O O O O oll W O u 161— ICU .� p Cn C�.r CU 6-0 Q- .a CO Q a Z Z W J a All- n O L9 C a V V C3 m y. I k. 4A1 &V t W C --cc eV � d 3 s d N +.+ C C yL Q 2 3:i 4C W a = - ill r-jO O 10 7+ W .a C E O 5 >r O 'ellsessA ca O L CL o O L CL ICU W lass— L— O Ca LU Gn' Z W Z Z a J CL SHEET NO. PA 1 A 23 w Themes-Tru Filer-Chsk and SrtncM-Star 1,10 188A99:B 89uot-ndmpact" OWque 1 2022 o es Composite Edge Fiberglass Door Pawls lift Vented adegii pnsW"Okoulawar ei XX XXX or XX)0( configurations) 24 x.Theme-Tru Fiber-aasaw and Smooth-SMr Nominal 811090;0liquotNon-Inpad9quot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Dow Panels with Valued Siddrter(s) OnaWnglOute si g; XX )= o XXXx Computations) 25 y. Theme Tru FDar•Clalo and Smooth-Bbr Nominal BBal3B;8&gw)tNen4npaeMquot Glazed t213112M No Yes No WA Compoale Ecip Fiberglass Door Panels kulr+ Vented sdelioe(a) (In Wrigroutesirg; XX x)0(or X)oo( Florida Department of Business & Professional Regulation Pega l at configum tD,wm2t ie z. Therms Tnl Fiber -Classic and Smooth -Star Nominal BSa3B:08quottion-Impact" Glazed 12131/2022 No Yes No WA Blilri Codes and Standards Composite Edge Fiberglas Door Panels wdh Vented Sdelae(s) gn$vAnglOutawtg; Xx, Xxx Or XXXX Product Approval: Application Detail Lonngur2tons) 27 za. Therms-Tm Fiber -Classic and SrnoothSmr Nominal 0818 aquothlon-Impect" Glazed 12/3112022 No Yes No WA Composite Edge Fiberglass Slgk Door with 38e990 Sidelial Onsw(nglOutaWrg; XO. OX a OXO configurations) Sot& imlyJa R & all AM 28 zb. Therms-Tru Fiber-Claslo and Smooth -Star Nominal 550"JI) 88quctNon-ImpadBquot Glazed 1213l/20= No Yes No WA IYg& y&1&Ion Moreaftel i&tiM3 t yr . Ydd W jigilludget I A&&®ad idfiMK Composite Edge Fiberglas Double Door VAb llk lden 2020 TAki Buldlog Products LLC Kent Eden Roba t Nlamnan John W. WMen4M, PE 10t4/2020 Oman= 1"27020 12/152020 Approl 3&a99PSidell(InaWngJOubsWrrg;O)XO C tsgorlReill t417)624.634/ P6SDIOD (964)T7"Z24 Configuation) SubCaagol Umferiaynar9s kad_.wndIwn1m.eom 29 za Thermal Fiber -Classic and Smooth -Star Nominal a8d+3$0 8quokNon-Ina ad" Glazed 12131/2= No Yes No WA Composite Edge Fiberglass Single Door with 311011 COFOWo4 lMhom EYabetin Report torn a Sldolliki O�n�sWrig/OuYvahg; XO, OXorOXO Rana Registered Nohtt.daa UeehsedR des 30 zd. Thermal Fiber -Classic, and Smooth -Star N mgrxd 83A39 Prokvaiand Engineer ;O"Non•Impapxd,quw: Glazed 12f312022 No Yes No N!A Composite Edge Fiberglass Double Door with -. - 384139;0 Skle#M (IwWr $Outol OXXO gumNLARSIMM AMMOdIKUM Anagandfal bond 22" configuration) 31 ze.Tmoma-TruFiber-Gamic andSmoothShar Nomial73#31&qu"on-ImpactBquot;Will 12)31rAW No Yes, No NIA $✓®& RoduclYaALNsheraNara Producj,j) p . 1, HVHZ OuWdeHV82 askia" linssure Series Composite Edge Glazed Fiberglass Single 1 TAMKO Rod Undedayrnents (HVHZI RodunW dayreams fir as In FBC HVHZ OsWO23 Yes No NIA WA Door with a vidout 19#30:2 Sdelka(sj A ng+Outewhg; X OX XO at OXO configurations) Red jurisdictions. Oflen 2 TAMKO Rod Undereynravis(NONJLVHZ) Redundedaymntsfor use In F6C nen4MR 081812023 No Yes NM WA Iu)sdebons. Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 311 W022 FLN62WR31 ,Tj( Version Manufactures on et Engineer & validated By VelldI � Submitted d P31]�gl . ARREMf Aped Revision 2020 POLYGLASS USA Maur);Alpert, License John W. 1012MO20 10til 2020 FFC 12/15/2020 Category: Roofing S9542331330$tmlpeat@polyglass.com Robert Nisminen Kne2wich, PE ARRM321 SubCaiagory: PE-59168 (954)772-0224 11/1 Undedaymerits Compliance Method: Evaluation Report from a Florida Registered Archrw or a Licensed Florida Professional Engineer FI 6211111-R81 Products 9Yt6Y �In Htl oultswe IN Ee 8aa N Product MOM, Nanbr or Nana Product Deaaig�Qi ,L elected Pressure date 1 Polyglass Roof Undedayments Rootngundenayments IW21/2022 No Yes WA +WA1-822.5 1 Polyglass, Roof Underpayments (HVHZ) Potyglass roof underlayments for use In FBC 12123r= Yes No WA WA HV112 jJdadloboce. 2 Polyglass Roof Underpayments(non-HVHZ) Polyglass roafundenamlerAs, Tor use In 12232023 No Yes WA +WAI-M.5 FBC na"VH2 judWktions. 1 Polyglass Roof Undedayments(N iZ) Poygldss roof undenaymerts for use In FBC t2232033 Yes No WA WA HVHZludadk&aa. 2 PolyWass Root UndedaymeMs (non-HVHZI "lass roof undenryments, for use In 1223r2023 No Yes WA +WN-M.5 FBC non-HVHZ jurisdictions, 1 Polyglass Roof Underlaymerms (HVHZ) Polyglass roof underigYments for use In FBC1212312023 Yes No WA WA HVHZ junedickaa. 2 Polyglass Roof Underpayments (nort-Hill Poyglass roof undartayments, To use In 12732023 No Yes WA +N1A1.422.5 FBC nar+HVHT judodk t ", 1 Polyglass Roof UnderlaymeMs(Hill PoWassrod urdelaymeKafor use InFSC1212312D23 Yes No WA WA HVHZ jurisdictions. 2 Polygass Roof Undellaymerm (non-HY-1Z) PoWass roof underayments, for use in 121232023 No Yes WA +WA1-8225 F8C nwt-HVHZjudadictiwe. Fonda Department ofBusiness & Professional Regulation Paget oft Building Codes and Standards ++ Product Approval Application Detail Enilty or am Dab P-,A- I= Version Mlgl frsolYt rnbMAUMN V Ihht dtar IDIOM Alligatiat ITICAm®al Angered Bab& R.Malar 2020 MITdc Inc Erin Wal ICC EvdaWn SwAloo, LLC ICC EWUan Sated, OEM W2021 Moll Ofti App l Category: abudenl Cempeneres (952) 090-OM LLC. SubCdogary: Truss Rotes assl0ntgmil.am (200) 598-Brio Camplmncs Method: Evaluation Report from a Presult Evaluation Day F11tii, ataal(p.. Quality Assurance A=wW for Use Approved for Ilae Jim lid 411111 Roducf Yodd. Nnbr a Nor gD In fill outdib Hill EealiM Pfoostu* 1 M1al 14 rig. high sbanpttr trues conador Pate +21J72022 Yes Yes NfA WA 1B8H8 2 Mla ss. Super klA Strength truss connector plate 12MI2022 Yes Yes MIA WA 3 MI 16 18 gal Imes connector pa+• 12/31=2 Yes Yes N/A WA 4 MT184E 18 go. Mph skengb truss. connector pals 12MI12022 Yes Yes M/A WA 5 MT20HS 20 Oa hire strength all entrodor pate 121312022 Yes Yes. NIA WA e TL18. Mira 18 go. Ws9-,,it. plat. i21372022 Yes Yes i WA 7 TL20. VT20 20 9a trues connector pat. 12/312022 Yes Yes N/A WA Florida Department of Business & Professional Regulallon BlJtding Codes and Standards Product Approval Application Detail pope 7 oft ,/1I2021 Ilrapt &my am 20 Mynas& we zm xmwo lid 2EM V.sead.d er IDIOM 260mim PAC Aaareri Assisi siba Revision 2020 Loma. KoMm Jdby Jars L Budmar, P.E. Stevan M. url PE i 12=020 1123r.WA lirMO20 ding FBC Appn Cadog.ry: Recent; (501)9636193 PE-31242 (IM317.8454 -Wdetory: ROWnp Aeiaesorcs and tie an glary@)anmeo.eorn Integral Pan ofthe Roodag"em Compliance Model ejolml on Repot tom a Florida ReysteredArch ct as Limw•d FW& Professional "now Approval for User A.prmed for use krwad 219M ifs Grad It la.ML gmwwLkmg BAei M Batten i Dell DA4 a TR4Bugt Dado-Alr DA-4 Law Press, PdKxopylara Ill Rod Vent 12111 No Yes Me -9? 51l Med)entaty Attached to Plil Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 9992 I lIB3tOC9! Tieyearon Manufacturer Contact Emgaarr & ucodaeyancieNd By Reviekn 2020 All American Shutters end Glass lake Barbieri Frank L. Bernardo, P.E Troy Still RE Cat000li Shvuom (561) 712-81182 PE-0046549 (954) 947A98O Sub,Calhi Storm Panels mlkacgellamerbanahume Compliance Method; Evaluation Raporthoma ro.com Florida RogWwW Arelifi a Llamsed Florida Professional Engineer Pop 1 of t 125M22 21k irate Deft Porldino 20 Valldolod rtU FBCADeroyal Approved) Status 1W 2020 10/1512020 11101 12115/2D20 Apprwed -OusthwAswronce Aobroved for Use Approved far Use IranBGI 1eMon apt Product Mode]. Number or Nome Product Ooegrlctlw Contract Entrance Oete In Hyl owumm HVMiZ Reapi Protests 1 241 Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels 12/312022 Yes Yes, Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applkadon Demon Page 1 or a142W1 Florida Department of Business & Professional Regulation Passion Building Codes and Standards lfi i Product Approval Application Dean Fonds Department of Business & Professional Regulation pass i oft Building Codes and Standards 115=1 Product Approval Application Detail Florida Department of BtNiness & Professional Regulation Page z a2 Building Codes and Standards lowmzl Product Approval Application Detail an an Date pmdim a& Sdp1W YaWllatl is YJAItYtt BuaMntrt LIG Amrawl &Lund moa Nick Thempecn Lynda F.Stimid,P.E Ryan J. King, RE 02M W2021 02MOM21 (12aW2021 Otn3/2021 :Orpro,01 (330)SM-2389 P643409 (813)7h ssm nlhanpacnQdlsido.can Agaves for Ur Amrev.d for Use InUd Product Pwlebm Cwsrodd Whirs Dot. In "Well 01"d. MVHE Roche Pressure VoraaSClid Vtryl Sofa 12lIRU3 No Yes No WA Vent or Send VW Sofa 12131R023 No Yes No WA Vent cr&0d VW Sent 1213IMMS No Yee No WA Vent or Slid Varyt said 121312023 No Yes No WA Vent Or Solid Vinyl al t 2212023 No Yes No NM Vent or Solid Vary! Scan 12/312023 No Yes No WA Florida Department of Business & Professional Regulation Building Corks and Standards Product Approval Application Detail Par + di tYr1221 ]Y&L Versi4B mmufbmrtr Sci&tbd taakkW&usses. ygUKed 1( youmka ANWW Fill Acishroyall Agglrlvad IlSm AftMOlM 2020 PGT Indiscls Jens ROSOwdd M.mkDd. 9CC0-CER Mons -add 8=0-VAL 1iA62020 11A M20 NM tM20 Approved Caagorr Wind- (1041)488-0100 (78e) 315-2WO SubCdogal k4dNoa lroaarsM�pganduadeac COMHsrca MWrotl: CeMlabn Man or Losing om pum4ttIPCOdKtu_ ill RodaA Modd. Nnbw a Nast hod&bmdodm catalog Aliblatmaut in HVKZ 6 !!H Outside MYMZ Prossurs, 1 Muatina farAb Doors and Windows Aluminum "ons 05128202E Yes. Yes Yes. WA Florida Department of Business & Professional Regulation Par I d2 Building Codes Arid Standards Imrm21 Product Approval Application Detail Calla MMLK 111& 2" gAtaOW" wa mm Viacom lagIdlrp&1r 4aotig 1L i-YCKA! YaIMYffi.OIC Yrnlldotia $&MMA FOCAmmad Aapronsel Ohm RewMW 2020 GAF Mleheal Bush AObM N.minan Jahn W. KnerrAdi. RE OS28020 082112020 10A1 O20 12ASM20 Approckd Cat*~. Roams (600) 701 PE -bill (954) 772$224 BUcCalegorr. Aphe[ Shingles m%tMe f.emn Compliance Model Evaluation Report Rom e Floods RegiaerodNohae A a a UONlsed Floi Professional Dirw r t aud& Assurance Actraved for Use Awroybd for Use kwm gel t ReJs1 YoduL Nueber I Anoducilpecieviodon Cadres[ sadrdlon Dade. In HVHZ 4stdsal Realeleart 1e—re. 1 GAF Asphn Rooralrkgies Fhareass reinforced 34ob. larrinaed. 5-teh and 12J16rt922 No Yes NIA WA kip, e.Pw vmgk. Florida Department of Business & Prdmmionai Regulation Pass I or I Florida Department of Business & Professional Regulation Page I ern Budding Codas and Standards e1m21 Building Codes and Standards jsmet Product Approval Application Detail Product Approval Application Detail Sag9 tatty or ME .But Data m girt C&9t 6aN or Litt slit i lilts mm yo aMOmragAr Salami bdmrAJAM mdwd der ligo" atA%= FI1CAmmal AREnm iglu TV- Version Version Manubottrrer cwte_d arrotivaUcerw 1fdldalWM aV Iddtl atbm�il PaC Appealed !ram orp�M a✓�t Rnisbn 2020 L.V. T iontoo.Inc me Thompson Nchxellurd Tool Chfidman Zsc ary R. Prod Staysn M Won. PE 091°I1I12020 02187020 081 17115=20 APproued Reualon 2DW Florid* Mao Produda InC. Clan Jones James L. BuaWr. Pi Steven M. Uddv P£ 097272020 (Yorew 20 IOAM02D 12MOM20 Approved M.NW Campny4TAMCC) 4913)248-3434 PE7402/ Category: Roving tan 9nsteaodng<ern (777)37T4140e CYaaofl-Reding 19o4)7left-,0 CBUCK Engnaen9 (T77)317:8454 ktSt tubCdegory; Real Accessories thisors en erark011ameosam PEJ7242 SbQktegary: Roams Aeasnes that we an Intel portal Raabigaydem Integral Pert ofbe Rooms Systum Compliance Mdh.d; Evaualien Report from a Compliance Method; E lkudon Repot tom a Find. R.9lsteredhohtied a a U-Sed Fledde Florida Registered Nohbeet as Ucal Florida Professional Engineer Prdeaalond Engineer AoorInMi Apuowd lalba jay )� AmtInH"Uu Allocated fell la Elms" lain BIlaB l pal s lan�te IO,tlIt11Z L21astlYes Ba o Presrlra Baal C----='^++'"n p-'-'- Jp,ag(tJZ $gW(aM $!i&Q 3 3-FLNuKXf aqud:RV lO Ridp VaN$quot: AlurnlnUm RMpt Vents ter gldtsd roes, fabricated 172120gd No Yet ale WA 1 TAMCO FlY Top OA-Pod9e Vera well BaM+or lie 26 9a- rtatic roofvntitrdW With base 011,081 Yes Yet MIA WA from OA25' Aiumarum 2 TAMCO Gooteral Vent 269L ovolli No Yes NIA -Ql 3 TAMCO 01FRRb0 Roaf Vnt ldb Bale 29 go. "a roofverrbda wb integrated banks Ca0g12024 Year Yes NIA WA 4 TAMCO Round Tap OIFRIdge Vent wan BafOe for Tile 28 Oa• gone roofveppador with bane 08/082024 Yes Yee MIL WA Florida Department of Business & Profwalonal Regulation Poo as Florida Department of Business & Professional Regulation rise., of I Building Codes and Standards Ill Building Codes and Standards 1MMD22 Product Approval Application Detaan Product Approval Application Detail 9611111 fitBLJIC �as am gsLandw Boa €ftilly or jDRIS, 2ft Date Pending Deal mm Verslon MarelaGlmer Carried E0 ! Validated a.G ydw" NuiligiliM EBBAusucinmI A onoved ;tote Iygs Version swerhufacturor 4smsga imimsr&Lkann vabdated By Valicialled hilligod FBC Aoorotml Amoral 211111111111 Retold 2D20 Baal Roofing Mderean Rabin LAPW Untoortn eksluirl GayW.WWker 11i0i lik=020 111Wl Approved Revision 2020 Global Proteetbn Products, U.C. Tim Robinson Wader A. Tat Jr., P.E. John W. lineNvich, PE DW08= 09001 10/01/2020 12M6202n Approved Cdewl checking (801) 380.6091 SerAces LLC. (205) 954-0180 Category: Shutters (954) e89.7545 PE-44187 (964) 772-el SubCd.ell Rating TO. RahinMdMaon®bad.o0 SublOSMgory: Storm Panels tim.robineon�gppem.com Cempilanea Mdbed:)Yalud)m Repaerrom. in CelSpllao9a Model Evaluation Report from Product Evaluation Fiter Fharida Registered Architect or a Licensed Florida gumwmuLamm Professional Engineer QuallyAlifthurince Ararevad for Use Approved for Use kam g,i fL*taftys4te Products aka$ SAANLRkVAINMSAS In Ill lhtd&Lk laS ! guaLfirmam ARorovad Pot Use Approved far Uee Imw 2nim 1s Ea.my-SMka tabegad.. ago Old FJr9Pfn Fist PNdb-Carl CO 12`31201 No Yes NAk WA End Product Model Number or Name Product Ommiatbn Central E)Mlraaetl Dab In HVHZ Outside HVW Rosistand PP (m Theron damp' armed 1 20 Gage Galvanized Steel Storm FaralaMYF(Z Corrugated Galvanized Steel Storm Panels retained 12131120Z2 Yes Yes Yes NIA aa 17 Sol GOO - $: Shake Aarl Sett Shake Flat PrdIN-Stockton. CA 12/312020 ale Yes NIA WA or nor by tradrs to provide hurtcane protection. 19 Samy Soo - Sole, Sho& & Spot Shake FiatPrcfil.- Risk., CA 12/312420 No Yes NIA WA 2 24 Gage Galvanized Seel Storm Pan sbulh 4 Corrugated Galvanized Steel Storm Pane is retained 12131/XY22 No Yes Yee NIA 19 Smmy 740 - Shake, Slots damp: Sett Shake Plot Press, - Basil CA 12/312070 No Yea N/A WA or not by tracks to provide rurfi ally pnieeton. 20 9eranyy 700-Slhew, elate vamp: Sptt aheka ft Pnalb-Rb[e, GA i2p111020 No Yas N/A WA 27 Tries Fapno 16aroMeno Hen Rorie - K0;, TX +21112070 No Y4. NfA WA 28 Vile Lot Prooe-Katy. TX 12a14020 No Yes NJA WA Florida Departmart of Business & Professlonal Regulation Pap i of1 Florida Department of Business & Professional Repletion Poo a1 Building Codes and Standards 11702" Building Codes and Standards 19=1 Product Approval Application Deal! Product Approval Application Detail Scott _ Fa111BISC JaM Jilt OAtt,Een>sAt DO %A,k Late Matt lam Bfdt in NK= MaulBCan SrapMlut EmgAMdkllMaaa Vaadmar xmwdrg MM311t•g FBDA.aed AMMM a" mule UNIUKALicagtt YANdEL K )figam IIWMMet PAC Assigned Aogdat7t DWI[ Ral 2020 Apina Glued L.M. ICC Evaluation 6kenAce. i William M. Rader. PE tOrJ1202D 10220020 111a52020 11o52070 Approved RMMn 2D20 Commercial Concrete Produdalno. R4OM Oals 8emJCl A GFOSIRerg John Ho/ 12AGM20 1211612020 12rwo20 ding FBC Al Calaear Structural Components (321) 710.3377 (407) (181-1917 Subcategory: Tress Rates deWelialpnalM.com $L&gay:80va!tM Introd Na (8i3)es9.3rB7 PE3124u (357)588-0311 CanpHaras Method: Evaluation Report tone N-Technoc ProduW Introduced u a Result a praesdgdorpi ,ohco.00m NMr Tenna.gy PIWW E-W OM Entlly CemplhnoaM4tllerL• EVdudloh Report ROm a RolR glWisdArchWer.1.1—dFlodda LUMIUSLam- - Prdeeeimd Eng roar OudINA4a4ana Asrovodfa Iles Aberowdia Ur Wood gift FtM7T4.tTe Ala PrefLet Yodel. Nwimr a Name egg cmrad Eattbn tea► In HVNZ OuMdo HMM BraAYti - 1 ITW BCG/Abhw Higher Shromb IN Stamp: 8) Motel Corrector Rote 1211 021 Yes Yes NM NIA gLio-a&tir>BM A NMMXININAM boa a" 2 1 tW BCGMatne Hoge Rate MWI Connector Photo 12012024 Yee Yes MIA MIA $!&E 1111i gooiK t PN"Ure 3 INYBCGMVM TMlm th"COMeda Platy 12012024 Yea Yes NIA Ill 1 OuaDy Precastor Conn dal Concrete PraduW Retest and Prestressed Cncrol Unhnb O5/2SR024 No Yee NIA WA 4 ITor BCGOWS." Waw Mael Co necterplale 12r3112M4 Yell Yes N/A NIA Fill Department of Business & Professional Regulation Page 1 ea Building Codes and standards ArA021 Product Approval Application Detail fdd& &Malt Arts ➢aa !? AYSam SYg! ManufacturerS9OSlY YYMretl Ar yd(gg(� Sashed PAC AwreVd Approved tl[ip1E iYgA VersiondOItMAQ ! &Lke v Validated itsi� li4 i 0a �! i(alMeitY associated FarsAgal Aggr9Jat Awn RW*n 2)20 Weremausar Rob sell IOCEvduetln SarNa.LLC In Lehi P.E. 0200l iDA32020 02M=21 Apprave4 Ammrdlon 2020 Alpha Aurnhum, Inc, Jose Ill Wa R. Lost Stover IS, Unoh. PE 11n 81m20 11/142020. 112012020 .Approved Category: Structural Conponsma (25s)A24.6470 teas)439-3289 s SuUCatieci rmglin-dLumber Rabod.6sldwin�reydla ubcatry:Pend Wall. 1W7)309.2008 PE•825t4 (71i)317.9454 WCategory: Scetis aphuladnimtic�ysho product So Method: EyditWen Report Rome ewasern Comp *MWwd: Evaluation Report terra tow ProtluM Eu.lwan Eotey Flodda Re9hle Archl er a Uanlad Rorke FLNOTIMI- Protesflsoel Er7nea Amroted fa[ Lies 11liQard � Atari Rnna1 YetY Mapper a NMna t: mtr�at. ip.Mm Ottlkb HWIHM Its pressure OIWKVABNCKXA Wasa Design 1 Mcr.lan iLaminated W- Lumber 03131=3 No Yes NIA WA Apg er Lies ALd" for Liu � Rods Y.tlal. Yurrber er lerme i In HVN.t� g ata>= PMaan 2 Perahn PSL Parallel all Wine. 03r312023 NO Ye. NIA WA Vented A 3 TlmbwMnd L8L Washougal! Brand Lumber OU312023 No Yes NIA NIA iAlphaha Aluminum coda tampVented AluminumBomU Apra AlumlmumBdle aMrp; Vedas Aluminum 07 3 No Yes No WA 4 TJ Ram Bard structural Canpoae Lumber a Oriented Strand OSr 1=3 No Yes NIA WA CMU Al VAW SdIW CW dump; Wood Goad Ram Boom 5 Weyartseuser Ran Bard Oriented Strand Beam Rm Board 031J12023 No Yes NrA WA August 10, 2022I N N Cn —Cu Q O W W cn O O O O oll W O u 161— ICU .� p Cn C�.r CU 6-0 Q- .a CO Q a Z Z W J a All- n O L9 C a V V C3 m y. I k. 4A1 &V t W C --cc eV � d 3 s d N +.+ C C yL Q 2 3:i 4C W a = - ill r-jO O 10 7+ W .a C E O 5 >r O 'ellsessA ca O L CL o O L CL ICU W lass— L— O Ca LU Gn' Z W Z Z a J CL SHEET NO. PA 1 A Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 311 W022 FLN62WR31 ,Tj( Version Manufactures on et Engineer & validated By VelldI � Submitted d P31]�gl . ARREMf Aped Revision 2020 POLYGLASS USA Maur);Alpert, License John W. 1012MO20 10til 2020 FFC 12/15/2020 Category: Roofing S9542331330$tmlpeat@polyglass.com Robert Nisminen Kne2wich, PE ARRM321 SubCaiagory: PE-59168 (954)772-0224 11/1 Undedaymerits Compliance Method: Evaluation Report from a Florida Registered Archrw or a Licensed Florida Professional Engineer FI 6211111-R81 Products 9Yt6Y �In Htl oultswe IN Ee 8aa N Product MOM, Nanbr or Nana Product Deaaig�Qi ,L elected Pressure date 1 Polyglass Roof Undedayments Rootngundenayments IW21/2022 No Yes WA +WA1-822.5 1 Polyglass, Roof Underpayments (HVHZ) Potyglass roof underlayments for use In FBC 12123r= Yes No WA WA HV112 jJdadloboce. 2 Polyglass Roof Underpayments(non-HVHZ) Polyglass roafundenamlerAs, Tor use In 12232023 No Yes WA +WAI-M.5 FBC na"VH2 judWktions. 1 Polyglass Roof Undedayments(N iZ) Poygldss roof undenaymerts for use In FBC t2232033 Yes No WA WA HVHZludadk&aa. 2 PolyWass Root UndedaymeMs (non-HVHZI "lass roof undenryments, for use In 1223r2023 No Yes WA +WN-M.5 FBC non-HVHZ jurisdictions, 1 Polyglass Roof Underlaymerms (HVHZ) Polyglass roof underigYments for use In FBC1212312023 Yes No WA WA HVHZ junedickaa. 2 Polyglass Roof Underpayments (nort-Hill Poyglass roof undartayments, To use In 12732023 No Yes WA +N1A1.422.5 FBC nar+HVHT judodk t ", 1 Polyglass Roof UnderlaymeMs(Hill PoWassrod urdelaymeKafor use InFSC1212312D23 Yes No WA WA HVHZ jurisdictions. 2 Polygass Roof Undellaymerm (non-HY-1Z) PoWass roof underayments, for use in 121232023 No Yes WA +WA1-8225 F8C nwt-HVHZjudadictiwe. Fonda Department ofBusiness & Professional Regulation Paget oft Building Codes and Standards ++ Product Approval Application Detail Enilty or am Dab P-,A- I= Version Mlgl frsolYt rnbMAUMN V Ihht dtar IDIOM Alligatiat ITICAm®al Angered Bab& R.Malar 2020 MITdc Inc Erin Wal ICC EvdaWn SwAloo, LLC ICC EWUan Sated, OEM W2021 Moll Ofti App l Category: abudenl Cempeneres (952) 090-OM LLC. SubCdogary: Truss Rotes assl0ntgmil.am (200) 598-Brio Camplmncs Method: Evaluation Report from a Presult Evaluation Day F11tii, ataal(p.. Quality Assurance A=wW for Use Approved for Ilae Jim lid 411111 Roducf Yodd. Nnbr a Nor gD In fill outdib Hill EealiM Pfoostu* 1 M1al 14 rig. high sbanpttr trues conador Pate +21J72022 Yes Yes NfA WA 1B8H8 2 Mla ss. Super klA Strength truss connector plate 12MI2022 Yes Yes MIA WA 3 MI 16 18 gal Imes connector pa+• 12/31=2 Yes Yes N/A WA 4 MT184E 18 go. Mph skengb truss. connector pals 12MI12022 Yes Yes M/A WA 5 MT20HS 20 Oa hire strength all entrodor pate 121312022 Yes Yes. NIA WA e TL18. Mira 18 go. Ws9-,,it. plat. i21372022 Yes Yes i WA 7 TL20. VT20 20 9a trues connector pat. 12/312022 Yes Yes N/A WA Florida Department of Business & Professional Regulallon BlJtding Codes and Standards Product Approval Application Detail pope 7 oft ,/1I2021 Ilrapt &my am 20 Mynas& we zm xmwo lid 2EM V.sead.d er IDIOM 260mim PAC Aaareri Assisi siba Revision 2020 Loma. KoMm Jdby Jars L Budmar, P.E. Stevan M. url PE i 12=020 1123r.WA lirMO20 ding FBC Appn Cadog.ry: Recent; (501)9636193 PE-31242 (IM317.8454 -Wdetory: ROWnp Aeiaesorcs and tie an glary@)anmeo.eorn Integral Pan ofthe Roodag"em Compliance Model ejolml on Repot tom a Florida ReysteredArch ct as Limw•d FW& Professional "now Approval for User A.prmed for use krwad 219M ifs Grad It la.ML gmwwLkmg BAei M Batten i Dell DA4 a TR4Bugt Dado-Alr DA-4 Law Press, PdKxopylara Ill Rod Vent 12111 No Yes Me -9? 51l Med)entaty Attached to Plil Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 9992 I lIB3tOC9! Tieyearon Manufacturer Contact Emgaarr & ucodaeyancieNd By Reviekn 2020 All American Shutters end Glass lake Barbieri Frank L. Bernardo, P.E Troy Still RE Cat000li Shvuom (561) 712-81182 PE-0046549 (954) 947A98O Sub,Calhi Storm Panels mlkacgellamerbanahume Compliance Method; Evaluation Raporthoma ro.com Florida RogWwW Arelifi a Llamsed Florida Professional Engineer Pop 1 of t 125M22 21k irate Deft Porldino 20 Valldolod rtU FBCADeroyal Approved) Status 1W 2020 10/1512020 11101 12115/2D20 Apprwed -OusthwAswronce Aobroved for Use Approved far Use IranBGI 1eMon apt Product Mode]. Number or Nome Product Ooegrlctlw Contract Entrance Oete In Hyl owumm HVMiZ Reapi Protests 1 241 Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels 12/312022 Yes Yes, Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applkadon Demon Page 1 or a142W1 Florida Department of Business & Professional Regulation Passion Building Codes and Standards lfi i Product Approval Application Dean Fonds Department of Business & Professional Regulation pass i oft Building Codes and Standards 115=1 Product Approval Application Detail Florida Department of BtNiness & Professional Regulation Page z a2 Building Codes and Standards lowmzl Product Approval Application Detail an an Date pmdim a& Sdp1W YaWllatl is YJAItYtt BuaMntrt LIG Amrawl &Lund moa Nick Thempecn Lynda F.Stimid,P.E Ryan J. King, RE 02M W2021 02MOM21 (12aW2021 Otn3/2021 :Orpro,01 (330)SM-2389 P643409 (813)7h ssm nlhanpacnQdlsido.can Agaves for Ur Amrev.d for Use InUd Product Pwlebm Cwsrodd Whirs Dot. In "Well 01"d. MVHE Roche Pressure VoraaSClid Vtryl Sofa 12lIRU3 No Yes No WA Vent or Send VW Sofa 12131R023 No Yes No WA Vent cr&0d VW Sent 1213IMMS No Yee No WA Vent or Slid Varyt said 121312023 No Yes No WA Vent Or Solid Vinyl al t 2212023 No Yes No NM Vent or Solid Vary! Scan 12/312023 No Yes No WA Florida Department of Business & Professional Regulation Building Corks and Standards Product Approval Application Detail Par + di tYr1221 ]Y&L Versi4B mmufbmrtr Sci&tbd taakkW&usses. ygUKed 1( youmka ANWW Fill Acishroyall Agglrlvad IlSm AftMOlM 2020 PGT Indiscls Jens ROSOwdd M.mkDd. 9CC0-CER Mons -add 8=0-VAL 1iA62020 11A M20 NM tM20 Approved Caagorr Wind- (1041)488-0100 (78e) 315-2WO SubCdogal k4dNoa lroaarsM�pganduadeac COMHsrca MWrotl: CeMlabn Man or Losing om pum4ttIPCOdKtu_ ill RodaA Modd. Nnbw a Nast hod&bmdodm catalog Aliblatmaut in HVKZ 6 !!H Outside MYMZ Prossurs, 1 Muatina farAb Doors and Windows Aluminum "ons 05128202E Yes. Yes Yes. WA Florida Department of Business & Professional Regulation Par I d2 Building Codes Arid Standards Imrm21 Product Approval Application Detail Calla MMLK 111& 2" gAtaOW" wa mm Viacom lagIdlrp&1r 4aotig 1L i-YCKA! YaIMYffi.OIC Yrnlldotia $&MMA FOCAmmad Aapronsel Ohm RewMW 2020 GAF Mleheal Bush AObM N.minan Jahn W. KnerrAdi. RE OS28020 082112020 10A1 O20 12ASM20 Approckd Cat*~. Roams (600) 701 PE -bill (954) 772$224 BUcCalegorr. Aphe[ Shingles m%tMe f.emn Compliance Model Evaluation Report Rom e Floods RegiaerodNohae A a a UONlsed Floi Professional Dirw r t aud& Assurance Actraved for Use Awroybd for Use kwm gel t ReJs1 YoduL Nueber I Anoducilpecieviodon Cadres[ sadrdlon Dade. In HVHZ 4stdsal Realeleart 1e—re. 1 GAF Asphn Rooralrkgies Fhareass reinforced 34ob. larrinaed. 5-teh and 12J16rt922 No Yes NIA WA kip, e.Pw vmgk. Florida Department of Business & Prdmmionai Regulation Pass I or I Florida Department of Business & Professional Regulation Page I ern Budding Codas and Standards e1m21 Building Codes and Standards jsmet Product Approval Application Detail Product Approval Application Detail Sag9 tatty or ME .But Data m girt C&9t 6aN or Litt slit i lilts mm yo aMOmragAr Salami bdmrAJAM mdwd der ligo" atA%= FI1CAmmal AREnm iglu TV- Version Version Manubottrrer cwte_d arrotivaUcerw 1fdldalWM aV Iddtl atbm�il PaC Appealed !ram orp�M a✓�t Rnisbn 2020 L.V. T iontoo.Inc me Thompson Nchxellurd Tool Chfidman Zsc ary R. Prod Staysn M Won. PE 091°I1I12020 02187020 081 17115=20 APproued Reualon 2DW Florid* Mao Produda InC. Clan Jones James L. BuaWr. Pi Steven M. Uddv P£ 097272020 (Yorew 20 IOAM02D 12MOM20 Approved M.NW Campny4TAMCC) 4913)248-3434 PE7402/ Category: Roving tan 9nsteaodng<ern (777)37T4140e CYaaofl-Reding 19o4)7left-,0 CBUCK Engnaen9 (T77)317:8454 ktSt tubCdegory; Real Accessories thisors en erark011ameosam PEJ7242 SbQktegary: Roams Aeasnes that we an Intel portal Raabigaydem Integral Pert ofbe Rooms Systum Compliance Mdh.d; Evaualien Report from a Compliance Method; E lkudon Repot tom a Find. R.9lsteredhohtied a a U-Sed Fledde Florida Registered Nohbeet as Ucal Florida Professional Engineer Prdeaalond Engineer AoorInMi Apuowd lalba jay )� AmtInH"Uu Allocated fell la Elms" lain BIlaB l pal s lan�te IO,tlIt11Z L21astlYes Ba o Presrlra Baal C----='^++'"n p-'-'- Jp,ag(tJZ $gW(aM $!i&Q 3 3-FLNuKXf aqud:RV lO Ridp VaN$quot: AlurnlnUm RMpt Vents ter gldtsd roes, fabricated 172120gd No Yet ale WA 1 TAMCO FlY Top OA-Pod9e Vera well BaM+or lie 26 9a- rtatic roofvntitrdW With base 011,081 Yes Yet MIA WA from OA25' Aiumarum 2 TAMCO Gooteral Vent 269L ovolli No Yes NIA -Ql 3 TAMCO 01FRRb0 Roaf Vnt ldb Bale 29 go. "a roofverrbda wb integrated banks Ca0g12024 Year Yes NIA WA 4 TAMCO Round Tap OIFRIdge Vent wan BafOe for Tile 28 Oa• gone roofveppador with bane 08/082024 Yes Yee MIL WA Florida Department of Business & Profwalonal Regulation Poo as Florida Department of Business & Professional Regulation rise., of I Building Codes and Standards Ill Building Codes and Standards 1MMD22 Product Approval Application Detaan Product Approval Application Detail 9611111 fitBLJIC �as am gsLandw Boa €ftilly or jDRIS, 2ft Date Pending Deal mm Verslon MarelaGlmer Carried E0 ! Validated a.G ydw" NuiligiliM EBBAusucinmI A onoved ;tote Iygs Version swerhufacturor 4smsga imimsr&Lkann vabdated By Valicialled hilligod FBC Aoorotml Amoral 211111111111 Retold 2D20 Baal Roofing Mderean Rabin LAPW Untoortn eksluirl GayW.WWker 11i0i lik=020 111Wl Approved Revision 2020 Global Proteetbn Products, U.C. Tim Robinson Wader A. Tat Jr., P.E. John W. lineNvich, PE DW08= 09001 10/01/2020 12M6202n Approved Cdewl checking (801) 380.6091 SerAces LLC. (205) 954-0180 Category: Shutters (954) e89.7545 PE-44187 (964) 772-el SubCd.ell Rating TO. RahinMdMaon®bad.o0 SublOSMgory: Storm Panels tim.robineon�gppem.com Cempilanea Mdbed:)Yalud)m Repaerrom. in CelSpllao9a Model Evaluation Report from Product Evaluation Fiter Fharida Registered Architect or a Licensed Florida gumwmuLamm Professional Engineer QuallyAlifthurince Ararevad for Use Approved for Use kam g,i fL*taftys4te Products aka$ SAANLRkVAINMSAS In Ill lhtd&Lk laS ! guaLfirmam ARorovad Pot Use Approved far Uee Imw 2nim 1s Ea.my-SMka tabegad.. ago Old FJr9Pfn Fist PNdb-Carl CO 12`31201 No Yes NAk WA End Product Model Number or Name Product Ommiatbn Central E)Mlraaetl Dab In HVHZ Outside HVW Rosistand PP (m Theron damp' armed 1 20 Gage Galvanized Steel Storm FaralaMYF(Z Corrugated Galvanized Steel Storm Panels retained 12131120Z2 Yes Yes Yes NIA aa 17 Sol GOO - $: Shake Aarl Sett Shake Flat PrdIN-Stockton. CA 12/312020 ale Yes NIA WA or nor by tradrs to provide hurtcane protection. 19 Samy Soo - Sole, Sho& & Spot Shake FiatPrcfil.- Risk., CA 12/312420 No Yes NIA WA 2 24 Gage Galvanized Seel Storm Pan sbulh 4 Corrugated Galvanized Steel Storm Pane is retained 12131/XY22 No Yes Yee NIA 19 Smmy 740 - Shake, Slots damp: Sett Shake Plot Press, - Basil CA 12/312070 No Yea N/A WA or not by tracks to provide rurfi ally pnieeton. 20 9eranyy 700-Slhew, elate vamp: Sptt aheka ft Pnalb-Rb[e, GA i2p111020 No Yas N/A WA 27 Tries Fapno 16aroMeno Hen Rorie - K0;, TX +21112070 No Y4. NfA WA 28 Vile Lot Prooe-Katy. TX 12a14020 No Yes NJA WA Florida Departmart of Business & Professlonal Regulation Pap i of1 Florida Department of Business & Professional Repletion Poo a1 Building Codes and Standards 11702" Building Codes and Standards 19=1 Product Approval Application Deal! Product Approval Application Detail Scott _ Fa111BISC JaM Jilt OAtt,Een>sAt DO %A,k Late Matt lam Bfdt in NK= MaulBCan SrapMlut EmgAMdkllMaaa Vaadmar xmwdrg MM311t•g FBDA.aed AMMM a" mule UNIUKALicagtt YANdEL K )figam IIWMMet PAC Assigned Aogdat7t DWI[ Ral 2020 Apina Glued L.M. ICC Evaluation 6kenAce. i William M. Rader. PE tOrJ1202D 10220020 111a52020 11o52070 Approved RMMn 2D20 Commercial Concrete Produdalno. R4OM Oals 8emJCl A GFOSIRerg John Ho/ 12AGM20 1211612020 12rwo20 ding FBC Al Calaear Structural Components (321) 710.3377 (407) (181-1917 Subcategory: Tress Rates deWelialpnalM.com $L&gay:80va!tM Introd Na (8i3)es9.3rB7 PE3124u (357)588-0311 CanpHaras Method: Evaluation Report tone N-Technoc ProduW Introduced u a Result a praesdgdorpi ,ohco.00m NMr Tenna.gy PIWW E-W OM Entlly CemplhnoaM4tllerL• EVdudloh Report ROm a RolR glWisdArchWer.1.1—dFlodda LUMIUSLam- - Prdeeeimd Eng roar OudINA4a4ana Asrovodfa Iles Aberowdia Ur Wood gift FtM7T4.tTe Ala PrefLet Yodel. Nwimr a Name egg cmrad Eattbn tea► In HVNZ OuMdo HMM BraAYti - 1 ITW BCG/Abhw Higher Shromb IN Stamp: 8) Motel Corrector Rote 1211 021 Yes Yes NM NIA gLio-a&tir>BM A NMMXININAM boa a" 2 1 tW BCGMatne Hoge Rate MWI Connector Photo 12012024 Yee Yes MIA MIA $!&E 1111i gooiK t PN"Ure 3 INYBCGMVM TMlm th"COMeda Platy 12012024 Yea Yes NIA Ill 1 OuaDy Precastor Conn dal Concrete PraduW Retest and Prestressed Cncrol Unhnb O5/2SR024 No Yee NIA WA 4 ITor BCGOWS." Waw Mael Co necterplale 12r3112M4 Yell Yes N/A NIA Fill Department of Business & Professional Regulation Page 1 ea Building Codes and standards ArA021 Product Approval Application Detail fdd& &Malt Arts ➢aa !? AYSam SYg! ManufacturerS9OSlY YYMretl Ar yd(gg(� Sashed PAC AwreVd Approved tl[ip1E iYgA VersiondOItMAQ ! &Lke v Validated itsi� li4 i 0a �! i(alMeitY associated FarsAgal Aggr9Jat Awn RW*n 2)20 Weremausar Rob sell IOCEvduetln SarNa.LLC In Lehi P.E. 0200l iDA32020 02M=21 Apprave4 Ammrdlon 2020 Alpha Aurnhum, Inc, Jose Ill Wa R. Lost Stover IS, Unoh. PE 11n 81m20 11/142020. 112012020 .Approved Category: Structural Conponsma (25s)A24.6470 teas)439-3289 s SuUCatieci rmglin-dLumber Rabod.6sldwin�reydla ubcatry:Pend Wall. 1W7)309.2008 PE•825t4 (71i)317.9454 WCategory: Scetis aphuladnimtic�ysho product So Method: EyditWen Report Rome ewasern Comp *MWwd: Evaluation Report terra tow ProtluM Eu.lwan Eotey Flodda Re9hle Archl er a Uanlad Rorke FLNOTIMI- Protesflsoel Er7nea Amroted fa[ Lies 11liQard � Atari Rnna1 YetY Mapper a NMna t: mtr�at. ip.Mm Ottlkb HWIHM Its pressure OIWKVABNCKXA Wasa Design 1 Mcr.lan iLaminated W- Lumber 03131=3 No Yes NIA WA Apg er Lies ALd" for Liu � Rods Y.tlal. Yurrber er lerme i In HVN.t� g ata>= PMaan 2 Perahn PSL Parallel all Wine. 03r312023 NO Ye. NIA WA Vented A 3 TlmbwMnd L8L Washougal! Brand Lumber OU312023 No Yes NIA NIA iAlphaha Aluminum coda tampVented AluminumBomU Apra AlumlmumBdle aMrp; Vedas Aluminum 07 3 No Yes No WA 4 TJ Ram Bard structural Canpoae Lumber a Oriented Strand OSr 1=3 No Yes NIA WA CMU Al VAW SdIW CW dump; Wood Goad Ram Boom 5 Weyartseuser Ran Bard Oriented Strand Beam Rm Board 031J12023 No Yes NrA WA August 10, 2022I N N Cn —Cu Q O W W cn O O O O oll W O u 161— ICU .� p Cn C�.r CU 6-0 Q- .a CO Q a Z Z W J a All- n O L9 C a V V C3 m y. I k. 4A1 &V t W C --cc eV � d 3 s d N +.+ C C yL Q 2 3:i 4C W a = - ill r-jO O 10 7+ W .a C E O 5 >r O 'ellsessA ca O L CL o O L CL ICU W lass— L— O Ca LU Gn' Z W Z Z a J CL SHEET NO. PA 1 A Fonda Department ofBusiness & Professional Regulation Paget oft Building Codes and Standards ++ Product Approval Application Detail Enilty or am Dab P-,A- I= Version Mlgl frsolYt rnbMAUMN V Ihht dtar IDIOM Alligatiat ITICAm®al Angered Bab& R.Malar 2020 MITdc Inc Erin Wal ICC EvdaWn SwAloo, LLC ICC EWUan Sated, OEM W2021 Moll Ofti App l Category: abudenl Cempeneres (952) 090-OM LLC. SubCdogary: Truss Rotes assl0ntgmil.am (200) 598-Brio Camplmncs Method: Evaluation Report from a Presult Evaluation Day F11tii, ataal(p.. Quality Assurance A=wW for Use Approved for Ilae Jim lid 411111 Roducf Yodd. Nnbr a Nor gD In fill outdib Hill EealiM Pfoostu* 1 M1al 14 rig. high sbanpttr trues conador Pate +21J72022 Yes Yes NfA WA 1B8H8 2 Mla ss. Super klA Strength truss connector plate 12MI2022 Yes Yes MIA WA 3 MI 16 18 gal Imes connector pa+• 12/31=2 Yes Yes N/A WA 4 MT184E 18 go. Mph skengb truss. connector pals 12MI12022 Yes Yes M/A WA 5 MT20HS 20 Oa hire strength all entrodor pate 121312022 Yes Yes. NIA WA e TL18. Mira 18 go. Ws9-,,it. plat. i21372022 Yes Yes i WA 7 TL20. VT20 20 9a trues connector pat. 12/312022 Yes Yes N/A WA Florida Department of Business & Professional Regulallon BlJtding Codes and Standards Product Approval Application Detail pope 7 oft ,/1I2021 Ilrapt &my am 20 Mynas& we zm xmwo lid 2EM V.sead.d er IDIOM 260mim PAC Aaareri Assisi siba Revision 2020 Loma. KoMm Jdby Jars L Budmar, P.E. Stevan M. url PE i 12=020 1123r.WA lirMO20 ding FBC Appn Cadog.ry: Recent; (501)9636193 PE-31242 (IM317.8454 -Wdetory: ROWnp Aeiaesorcs and tie an glary@)anmeo.eorn Integral Pan ofthe Roodag"em Compliance Model ejolml on Repot tom a Florida ReysteredArch ct as Limw•d FW& Professional "now Approval for User A.prmed for use krwad 219M ifs Grad It la.ML gmwwLkmg BAei M Batten i Dell DA4 a TR4Bugt Dado-Alr DA-4 Law Press, PdKxopylara Ill Rod Vent 12111 No Yes Me -9? 51l Med)entaty Attached to Plil Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 9992 I lIB3tOC9! Tieyearon Manufacturer Contact Emgaarr & ucodaeyancieNd By Reviekn 2020 All American Shutters end Glass lake Barbieri Frank L. Bernardo, P.E Troy Still RE Cat000li Shvuom (561) 712-81182 PE-0046549 (954) 947A98O Sub,Calhi Storm Panels mlkacgellamerbanahume Compliance Method; Evaluation Raporthoma ro.com Florida RogWwW Arelifi a Llamsed Florida Professional Engineer Pop 1 of t 125M22 21k irate Deft Porldino 20 Valldolod rtU FBCADeroyal Approved) Status 1W 2020 10/1512020 11101 12115/2D20 Apprwed -OusthwAswronce Aobroved for Use Approved far Use IranBGI 1eMon apt Product Mode]. Number or Nome Product Ooegrlctlw Contract Entrance Oete In Hyl owumm HVMiZ Reapi Protests 1 241 Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels 12/312022 Yes Yes, Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applkadon Demon Page 1 or a142W1 Florida Department of Business & Professional Regulation Passion Building Codes and Standards lfi i Product Approval Application Dean Fonds Department of Business & Professional Regulation pass i oft Building Codes and Standards 115=1 Product Approval Application Detail Florida Department of BtNiness & Professional Regulation Page z a2 Building Codes and Standards lowmzl Product Approval Application Detail an an Date pmdim a& Sdp1W YaWllatl is YJAItYtt BuaMntrt LIG Amrawl &Lund moa Nick Thempecn Lynda F.Stimid,P.E Ryan J. King, RE 02M W2021 02MOM21 (12aW2021 Otn3/2021 :Orpro,01 (330)SM-2389 P643409 (813)7h ssm nlhanpacnQdlsido.can Agaves for Ur Amrev.d for Use InUd Product Pwlebm Cwsrodd Whirs Dot. In "Well 01"d. MVHE Roche Pressure VoraaSClid Vtryl Sofa 12lIRU3 No Yes No WA Vent or Send VW Sofa 12131R023 No Yes No WA Vent cr&0d VW Sent 1213IMMS No Yee No WA Vent or Slid Varyt said 121312023 No Yes No WA Vent Or Solid Vinyl al t 2212023 No Yes No NM Vent or Solid Vary! Scan 12/312023 No Yes No WA Florida Department of Business & Professional Regulation Building Corks and Standards Product Approval Application Detail Par + di tYr1221 ]Y&L Versi4B mmufbmrtr Sci&tbd taakkW&usses. ygUKed 1( youmka ANWW Fill Acishroyall Agglrlvad IlSm AftMOlM 2020 PGT Indiscls Jens ROSOwdd M.mkDd. 9CC0-CER Mons -add 8=0-VAL 1iA62020 11A M20 NM tM20 Approved Caagorr Wind- (1041)488-0100 (78e) 315-2WO SubCdogal k4dNoa lroaarsM�pganduadeac COMHsrca MWrotl: CeMlabn Man or Losing om pum4ttIPCOdKtu_ ill RodaA Modd. Nnbw a Nast hod&bmdodm catalog Aliblatmaut in HVKZ 6 !!H Outside MYMZ Prossurs, 1 Muatina farAb Doors and Windows Aluminum "ons 05128202E Yes. Yes Yes. WA Florida Department of Business & Professional Regulation Par I d2 Building Codes Arid Standards Imrm21 Product Approval Application Detail Calla MMLK 111& 2" gAtaOW" wa mm Viacom lagIdlrp&1r 4aotig 1L i-YCKA! YaIMYffi.OIC Yrnlldotia $&MMA FOCAmmad Aapronsel Ohm RewMW 2020 GAF Mleheal Bush AObM N.minan Jahn W. KnerrAdi. RE OS28020 082112020 10A1 O20 12ASM20 Approckd Cat*~. Roams (600) 701 PE -bill (954) 772$224 BUcCalegorr. Aphe[ Shingles m%tMe f.emn Compliance Model Evaluation Report Rom e Floods RegiaerodNohae A a a UONlsed Floi Professional Dirw r t aud& Assurance Actraved for Use Awroybd for Use kwm gel t ReJs1 YoduL Nueber I Anoducilpecieviodon Cadres[ sadrdlon Dade. In HVHZ 4stdsal Realeleart 1e—re. 1 GAF Asphn Rooralrkgies Fhareass reinforced 34ob. larrinaed. 5-teh and 12J16rt922 No Yes NIA WA kip, e.Pw vmgk. Florida Department of Business & Prdmmionai Regulation Pass I or I Florida Department of Business & Professional Regulation Page I ern Budding Codas and Standards e1m21 Building Codes and Standards jsmet Product Approval Application Detail Product Approval Application Detail Sag9 tatty or ME .But Data m girt C&9t 6aN or Litt slit i lilts mm yo aMOmragAr Salami bdmrAJAM mdwd der ligo" atA%= FI1CAmmal AREnm iglu TV- Version Version Manubottrrer cwte_d arrotivaUcerw 1fdldalWM aV Iddtl atbm�il PaC Appealed !ram orp�M a✓�t Rnisbn 2020 L.V. T iontoo.Inc me Thompson Nchxellurd Tool Chfidman Zsc ary R. Prod Staysn M Won. PE 091°I1I12020 02187020 081 17115=20 APproued Reualon 2DW Florid* Mao Produda InC. Clan Jones James L. BuaWr. Pi Steven M. Uddv P£ 097272020 (Yorew 20 IOAM02D 12MOM20 Approved M.NW Campny4TAMCC) 4913)248-3434 PE7402/ Category: Roving tan 9nsteaodng<ern (777)37T4140e CYaaofl-Reding 19o4)7left-,0 CBUCK Engnaen9 (T77)317:8454 ktSt tubCdegory; Real Accessories thisors en erark011ameosam PEJ7242 SbQktegary: Roams Aeasnes that we an Intel portal Raabigaydem Integral Pert ofbe Rooms Systum Compliance Mdh.d; Evaualien Report from a Compliance Method; E lkudon Repot tom a Find. R.9lsteredhohtied a a U-Sed Fledde Florida Registered Nohbeet as Ucal Florida Professional Engineer Prdeaalond Engineer AoorInMi Apuowd lalba jay )� AmtInH"Uu Allocated fell la Elms" lain BIlaB l pal s lan�te IO,tlIt11Z L21astlYes Ba o Presrlra Baal C----='^++'"n p-'-'- Jp,ag(tJZ $gW(aM $!i&Q 3 3-FLNuKXf aqud:RV lO Ridp VaN$quot: AlurnlnUm RMpt Vents ter gldtsd roes, fabricated 172120gd No Yet ale WA 1 TAMCO FlY Top OA-Pod9e Vera well BaM+or lie 26 9a- rtatic roofvntitrdW With base 011,081 Yes Yet MIA WA from OA25' Aiumarum 2 TAMCO Gooteral Vent 269L ovolli No Yes NIA -Ql 3 TAMCO 01FRRb0 Roaf Vnt ldb Bale 29 go. "a roofverrbda wb integrated banks Ca0g12024 Year Yes NIA WA 4 TAMCO Round Tap OIFRIdge Vent wan BafOe for Tile 28 Oa• gone roofveppador with bane 08/082024 Yes Yee MIL WA Florida Department of Business & Profwalonal Regulation Poo as Florida Department of Business & Professional Regulation rise., of I Building Codes and Standards Ill Building Codes and Standards 1MMD22 Product Approval Application Detaan Product Approval Application Detail 9611111 fitBLJIC �as am gsLandw Boa €ftilly or jDRIS, 2ft Date Pending Deal mm Verslon MarelaGlmer Carried E0 ! Validated a.G ydw" NuiligiliM EBBAusucinmI A onoved ;tote Iygs Version swerhufacturor 4smsga imimsr&Lkann vabdated By Valicialled hilligod FBC Aoorotml Amoral 211111111111 Retold 2D20 Baal Roofing Mderean Rabin LAPW Untoortn eksluirl GayW.WWker 11i0i lik=020 111Wl Approved Revision 2020 Global Proteetbn Products, U.C. Tim Robinson Wader A. Tat Jr., P.E. John W. lineNvich, PE DW08= 09001 10/01/2020 12M6202n Approved Cdewl checking (801) 380.6091 SerAces LLC. (205) 954-0180 Category: Shutters (954) e89.7545 PE-44187 (964) 772-el SubCd.ell Rating TO. RahinMdMaon®bad.o0 SublOSMgory: Storm Panels tim.robineon�gppem.com Cempilanea Mdbed:)Yalud)m Repaerrom. in CelSpllao9a Model Evaluation Report from Product Evaluation Fiter Fharida Registered Architect or a Licensed Florida gumwmuLamm Professional Engineer QuallyAlifthurince Ararevad for Use Approved for Use kam g,i fL*taftys4te Products aka$ SAANLRkVAINMSAS In Ill lhtd&Lk laS ! guaLfirmam ARorovad Pot Use Approved far Uee Imw 2nim 1s Ea.my-SMka tabegad.. ago Old FJr9Pfn Fist PNdb-Carl CO 12`31201 No Yes NAk WA End Product Model Number or Name Product Ommiatbn Central E)Mlraaetl Dab In HVHZ Outside HVW Rosistand PP (m Theron damp' armed 1 20 Gage Galvanized Steel Storm FaralaMYF(Z Corrugated Galvanized Steel Storm Panels retained 12131120Z2 Yes Yes Yes NIA aa 17 Sol GOO - $: Shake Aarl Sett Shake Flat PrdIN-Stockton. CA 12/312020 ale Yes NIA WA or nor by tradrs to provide hurtcane protection. 19 Samy Soo - Sole, Sho& & Spot Shake FiatPrcfil.- Risk., CA 12/312420 No Yes NIA WA 2 24 Gage Galvanized Seel Storm Pan sbulh 4 Corrugated Galvanized Steel Storm Pane is retained 12131/XY22 No Yes Yee NIA 19 Smmy 740 - Shake, Slots damp: Sett Shake Plot Press, - Basil CA 12/312070 No Yea N/A WA or not by tracks to provide rurfi ally pnieeton. 20 9eranyy 700-Slhew, elate vamp: Sptt aheka ft Pnalb-Rb[e, GA i2p111020 No Yas N/A WA 27 Tries Fapno 16aroMeno Hen Rorie - K0;, TX +21112070 No Y4. NfA WA 28 Vile Lot Prooe-Katy. TX 12a14020 No Yes NJA WA Florida Departmart of Business & Professlonal Regulation Pap i of1 Florida Department of Business & Professional Repletion Poo a1 Building Codes and Standards 11702" Building Codes and Standards 19=1 Product Approval Application Deal! Product Approval Application Detail Scott _ Fa111BISC JaM Jilt OAtt,Een>sAt DO %A,k Late Matt lam Bfdt in NK= MaulBCan SrapMlut EmgAMdkllMaaa Vaadmar xmwdrg MM311t•g FBDA.aed AMMM a" mule UNIUKALicagtt YANdEL K )figam IIWMMet PAC Assigned Aogdat7t DWI[ Ral 2020 Apina Glued L.M. ICC Evaluation 6kenAce. i William M. Rader. PE tOrJ1202D 10220020 111a52020 11o52070 Approved RMMn 2D20 Commercial Concrete Produdalno. R4OM Oals 8emJCl A GFOSIRerg John Ho/ 12AGM20 1211612020 12rwo20 ding FBC Al Calaear Structural Components (321) 710.3377 (407) (181-1917 Subcategory: Tress Rates deWelialpnalM.com $L&gay:80va!tM Introd Na (8i3)es9.3rB7 PE3124u (357)588-0311 CanpHaras Method: Evaluation Report tone N-Technoc ProduW Introduced u a Result a praesdgdorpi ,ohco.00m NMr Tenna.gy PIWW E-W OM Entlly CemplhnoaM4tllerL• EVdudloh Report ROm a RolR glWisdArchWer.1.1—dFlodda LUMIUSLam- - Prdeeeimd Eng roar OudINA4a4ana Asrovodfa Iles Aberowdia Ur Wood gift FtM7T4.tTe Ala PrefLet Yodel. Nwimr a Name egg cmrad Eattbn tea► In HVNZ OuMdo HMM BraAYti - 1 ITW BCG/Abhw Higher Shromb IN Stamp: 8) Motel Corrector Rote 1211 021 Yes Yes NM NIA gLio-a&tir>BM A NMMXININAM boa a" 2 1 tW BCGMatne Hoge Rate MWI Connector Photo 12012024 Yee Yes MIA MIA $!&E 1111i gooiK t PN"Ure 3 INYBCGMVM TMlm th"COMeda Platy 12012024 Yea Yes NIA Ill 1 OuaDy Precastor Conn dal Concrete PraduW Retest and Prestressed Cncrol Unhnb O5/2SR024 No Yee NIA WA 4 ITor BCGOWS." Waw Mael Co necterplale 12r3112M4 Yell Yes N/A NIA Fill Department of Business & Professional Regulation Page 1 ea Building Codes and standards ArA021 Product Approval Application Detail fdd& &Malt Arts ➢aa !? AYSam SYg! ManufacturerS9OSlY YYMretl Ar yd(gg(� Sashed PAC AwreVd Approved tl[ip1E iYgA VersiondOItMAQ ! &Lke v Validated itsi� li4 i 0a �! i(alMeitY associated FarsAgal Aggr9Jat Awn RW*n 2)20 Weremausar Rob sell IOCEvduetln SarNa.LLC In Lehi P.E. 0200l iDA32020 02M=21 Apprave4 Ammrdlon 2020 Alpha Aurnhum, Inc, Jose Ill Wa R. Lost Stover IS, Unoh. PE 11n 81m20 11/142020. 112012020 .Approved Category: Structural Conponsma (25s)A24.6470 teas)439-3289 s SuUCatieci rmglin-dLumber Rabod.6sldwin�reydla ubcatry:Pend Wall. 1W7)309.2008 PE•825t4 (71i)317.9454 WCategory: Scetis aphuladnimtic�ysho product So Method: EyditWen Report Rome ewasern Comp *MWwd: Evaluation Report terra tow ProtluM Eu.lwan Eotey Flodda Re9hle Archl er a Uanlad Rorke FLNOTIMI- Protesflsoel Er7nea Amroted fa[ Lies 11liQard � Atari Rnna1 YetY Mapper a NMna t: mtr�at. ip.Mm Ottlkb HWIHM Its pressure OIWKVABNCKXA Wasa Design 1 Mcr.lan iLaminated W- Lumber 03131=3 No Yes NIA WA Apg er Lies ALd" for Liu � Rods Y.tlal. Yurrber er lerme i In HVN.t� g ata>= PMaan 2 Perahn PSL Parallel all Wine. 03r312023 NO Ye. NIA WA Vented A 3 TlmbwMnd L8L Washougal! Brand Lumber OU312023 No Yes NIA NIA iAlphaha Aluminum coda tampVented AluminumBomU Apra AlumlmumBdle aMrp; Vedas Aluminum 07 3 No Yes No WA 4 TJ Ram Bard structural Canpoae Lumber a Oriented Strand OSr 1=3 No Yes NIA WA CMU Al VAW SdIW CW dump; Wood Goad Ram Boom 5 Weyartseuser Ran Bard Oriented Strand Beam Rm Board 031J12023 No Yes NrA WA August 10, 2022I N N Cn —Cu Q O W W cn O O O O oll W O u 161— ICU .� p Cn C�.r CU 6-0 Q- .a CO Q a Z Z W J a All- n O L9 C a V V C3 m y. I k. 4A1 &V t W C --cc eV � d 3 s d N +.+ C C yL Q 2 3:i 4C W a = - ill r-jO O 10 7+ W .a C E O 5 >r O 'ellsessA ca O L CL o O L CL ICU W lass— L— O Ca LU Gn' Z W Z Z a J CL SHEET NO. PA 1 A Florida Department of Business & Professional Regulallon BlJtding Codes and Standards Product Approval Application Detail pope 7 oft ,/1I2021 Ilrapt &my am 20 Mynas& we zm xmwo lid 2EM V.sead.d er IDIOM 260mim PAC Aaareri Assisi siba Revision 2020 Loma. KoMm Jdby Jars L Budmar, P.E. Stevan M. url PE i 12=020 1123r.WA lirMO20 ding FBC Appn Cadog.ry: Recent; (501)9636193 PE-31242 (IM317.8454 -Wdetory: ROWnp Aeiaesorcs and tie an glary@)anmeo.eorn Integral Pan ofthe Roodag"em Compliance Model ejolml on Repot tom a Florida ReysteredArch ct as Limw•d FW& Professional "now Approval for User A.prmed for use krwad 219M ifs Grad It la.ML gmwwLkmg BAei M Batten i Dell DA4 a TR4Bugt Dado-Alr DA-4 Law Press, PdKxopylara Ill Rod Vent 12111 No Yes Me -9? 51l Med)entaty Attached to Plil Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 9992 I lIB3tOC9! Tieyearon Manufacturer Contact Emgaarr & ucodaeyancieNd By Reviekn 2020 All American Shutters end Glass lake Barbieri Frank L. Bernardo, P.E Troy Still RE Cat000li Shvuom (561) 712-81182 PE-0046549 (954) 947A98O Sub,Calhi Storm Panels mlkacgellamerbanahume Compliance Method; Evaluation Raporthoma ro.com Florida RogWwW Arelifi a Llamsed Florida Professional Engineer Pop 1 of t 125M22 21k irate Deft Porldino 20 Valldolod rtU FBCADeroyal Approved) Status 1W 2020 10/1512020 11101 12115/2D20 Apprwed -OusthwAswronce Aobroved for Use Approved far Use IranBGI 1eMon apt Product Mode]. Number or Nome Product Ooegrlctlw Contract Entrance Oete In Hyl owumm HVMiZ Reapi Protests 1 241 Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels 12/312022 Yes Yes, Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applkadon Demon Page 1 or a142W1 Florida Department of Business & Professional Regulation Passion Building Codes and Standards lfi i Product Approval Application Dean Fonds Department of Business & Professional Regulation pass i oft Building Codes and Standards 115=1 Product Approval Application Detail Florida Department of BtNiness & Professional Regulation Page z a2 Building Codes and Standards lowmzl Product Approval Application Detail an an Date pmdim a& Sdp1W YaWllatl is YJAItYtt BuaMntrt LIG Amrawl &Lund moa Nick Thempecn Lynda F.Stimid,P.E Ryan J. King, RE 02M W2021 02MOM21 (12aW2021 Otn3/2021 :Orpro,01 (330)SM-2389 P643409 (813)7h ssm nlhanpacnQdlsido.can Agaves for Ur Amrev.d for Use InUd Product Pwlebm Cwsrodd Whirs Dot. In "Well 01"d. MVHE Roche Pressure VoraaSClid Vtryl Sofa 12lIRU3 No Yes No WA Vent or Send VW Sofa 12131R023 No Yes No WA Vent cr&0d VW Sent 1213IMMS No Yee No WA Vent or Slid Varyt said 121312023 No Yes No WA Vent Or Solid Vinyl al t 2212023 No Yes No NM Vent or Solid Vary! Scan 12/312023 No Yes No WA Florida Department of Business & Professional Regulation Building Corks and Standards Product Approval Application Detail Par + di tYr1221 ]Y&L Versi4B mmufbmrtr Sci&tbd taakkW&usses. ygUKed 1( youmka ANWW Fill Acishroyall Agglrlvad IlSm AftMOlM 2020 PGT Indiscls Jens ROSOwdd M.mkDd. 9CC0-CER Mons -add 8=0-VAL 1iA62020 11A M20 NM tM20 Approved Caagorr Wind- (1041)488-0100 (78e) 315-2WO SubCdogal k4dNoa lroaarsM�pganduadeac COMHsrca MWrotl: CeMlabn Man or Losing om pum4ttIPCOdKtu_ ill RodaA Modd. Nnbw a Nast hod&bmdodm catalog Aliblatmaut in HVKZ 6 !!H Outside MYMZ Prossurs, 1 Muatina farAb Doors and Windows Aluminum "ons 05128202E Yes. Yes Yes. WA Florida Department of Business & Professional Regulation Par I d2 Building Codes Arid Standards Imrm21 Product Approval Application Detail Calla MMLK 111& 2" gAtaOW" wa mm Viacom lagIdlrp&1r 4aotig 1L i-YCKA! YaIMYffi.OIC Yrnlldotia $&MMA FOCAmmad Aapronsel Ohm RewMW 2020 GAF Mleheal Bush AObM N.minan Jahn W. KnerrAdi. RE OS28020 082112020 10A1 O20 12ASM20 Approckd Cat*~. Roams (600) 701 PE -bill (954) 772$224 BUcCalegorr. Aphe[ Shingles m%tMe f.emn Compliance Model Evaluation Report Rom e Floods RegiaerodNohae A a a UONlsed Floi Professional Dirw r t aud& Assurance Actraved for Use Awroybd for Use kwm gel t ReJs1 YoduL Nueber I Anoducilpecieviodon Cadres[ sadrdlon Dade. In HVHZ 4stdsal Realeleart 1e—re. 1 GAF Asphn Rooralrkgies Fhareass reinforced 34ob. larrinaed. 5-teh and 12J16rt922 No Yes NIA WA kip, e.Pw vmgk. Florida Department of Business & Prdmmionai Regulation Pass I or I Florida Department of Business & Professional Regulation Page I ern Budding Codas and Standards e1m21 Building Codes and Standards jsmet Product Approval Application Detail Product Approval Application Detail Sag9 tatty or ME .But Data m girt C&9t 6aN or Litt slit i lilts mm yo aMOmragAr Salami bdmrAJAM mdwd der ligo" atA%= FI1CAmmal AREnm iglu TV- Version Version Manubottrrer cwte_d arrotivaUcerw 1fdldalWM aV Iddtl atbm�il PaC Appealed !ram orp�M a✓�t Rnisbn 2020 L.V. T iontoo.Inc me Thompson Nchxellurd Tool Chfidman Zsc ary R. Prod Staysn M Won. PE 091°I1I12020 02187020 081 17115=20 APproued Reualon 2DW Florid* Mao Produda InC. Clan Jones James L. BuaWr. Pi Steven M. Uddv P£ 097272020 (Yorew 20 IOAM02D 12MOM20 Approved M.NW Campny4TAMCC) 4913)248-3434 PE7402/ Category: Roving tan 9nsteaodng<ern (777)37T4140e CYaaofl-Reding 19o4)7left-,0 CBUCK Engnaen9 (T77)317:8454 ktSt tubCdegory; Real Accessories thisors en erark011ameosam PEJ7242 SbQktegary: Roams Aeasnes that we an Intel portal Raabigaydem Integral Pert ofbe Rooms Systum Compliance Mdh.d; Evaualien Report from a Compliance Method; E lkudon Repot tom a Find. R.9lsteredhohtied a a U-Sed Fledde Florida Registered Nohbeet as Ucal Florida Professional Engineer Prdeaalond Engineer AoorInMi Apuowd lalba jay )� AmtInH"Uu Allocated fell la Elms" lain BIlaB l pal s lan�te IO,tlIt11Z L21astlYes Ba o Presrlra Baal C----='^++'"n p-'-'- Jp,ag(tJZ $gW(aM $!i&Q 3 3-FLNuKXf aqud:RV lO Ridp VaN$quot: AlurnlnUm RMpt Vents ter gldtsd roes, fabricated 172120gd No Yet ale WA 1 TAMCO FlY Top OA-Pod9e Vera well BaM+or lie 26 9a- rtatic roofvntitrdW With base 011,081 Yes Yet MIA WA from OA25' Aiumarum 2 TAMCO Gooteral Vent 269L ovolli No Yes NIA -Ql 3 TAMCO 01FRRb0 Roaf Vnt ldb Bale 29 go. "a roofverrbda wb integrated banks Ca0g12024 Year Yes NIA WA 4 TAMCO Round Tap OIFRIdge Vent wan BafOe for Tile 28 Oa• gone roofveppador with bane 08/082024 Yes Yee MIL WA Florida Department of Business & Profwalonal Regulation Poo as Florida Department of Business & Professional Regulation rise., of I Building Codes and Standards Ill Building Codes and Standards 1MMD22 Product Approval Application Detaan Product Approval Application Detail 9611111 fitBLJIC �as am gsLandw Boa €ftilly or jDRIS, 2ft Date Pending Deal mm Verslon MarelaGlmer Carried E0 ! Validated a.G ydw" NuiligiliM EBBAusucinmI A onoved ;tote Iygs Version swerhufacturor 4smsga imimsr&Lkann vabdated By Valicialled hilligod FBC Aoorotml Amoral 211111111111 Retold 2D20 Baal Roofing Mderean Rabin LAPW Untoortn eksluirl GayW.WWker 11i0i lik=020 111Wl Approved Revision 2020 Global Proteetbn Products, U.C. Tim Robinson Wader A. Tat Jr., P.E. John W. lineNvich, PE DW08= 09001 10/01/2020 12M6202n Approved Cdewl checking (801) 380.6091 SerAces LLC. (205) 954-0180 Category: Shutters (954) e89.7545 PE-44187 (964) 772-el SubCd.ell Rating TO. RahinMdMaon®bad.o0 SublOSMgory: Storm Panels tim.robineon�gppem.com Cempilanea Mdbed:)Yalud)m Repaerrom. in CelSpllao9a Model Evaluation Report from Product Evaluation Fiter Fharida Registered Architect or a Licensed Florida gumwmuLamm Professional Engineer QuallyAlifthurince Ararevad for Use Approved for Use kam g,i fL*taftys4te Products aka$ SAANLRkVAINMSAS In Ill lhtd&Lk laS ! guaLfirmam ARorovad Pot Use Approved far Uee Imw 2nim 1s Ea.my-SMka tabegad.. ago Old FJr9Pfn Fist PNdb-Carl CO 12`31201 No Yes NAk WA End Product Model Number or Name Product Ommiatbn Central E)Mlraaetl Dab In HVHZ Outside HVW Rosistand PP (m Theron damp' armed 1 20 Gage Galvanized Steel Storm FaralaMYF(Z Corrugated Galvanized Steel Storm Panels retained 12131120Z2 Yes Yes Yes NIA aa 17 Sol GOO - $: Shake Aarl Sett Shake Flat PrdIN-Stockton. CA 12/312020 ale Yes NIA WA or nor by tradrs to provide hurtcane protection. 19 Samy Soo - Sole, Sho& & Spot Shake FiatPrcfil.- Risk., CA 12/312420 No Yes NIA WA 2 24 Gage Galvanized Seel Storm Pan sbulh 4 Corrugated Galvanized Steel Storm Pane is retained 12131/XY22 No Yes Yee NIA 19 Smmy 740 - Shake, Slots damp: Sett Shake Plot Press, - Basil CA 12/312070 No Yea N/A WA or not by tracks to provide rurfi ally pnieeton. 20 9eranyy 700-Slhew, elate vamp: Sptt aheka ft Pnalb-Rb[e, GA i2p111020 No Yas N/A WA 27 Tries Fapno 16aroMeno Hen Rorie - K0;, TX +21112070 No Y4. NfA WA 28 Vile Lot Prooe-Katy. TX 12a14020 No Yes NJA WA Florida Departmart of Business & Professlonal Regulation Pap i of1 Florida Department of Business & Professional Repletion Poo a1 Building Codes and Standards 11702" Building Codes and Standards 19=1 Product Approval Application Deal! Product Approval Application Detail Scott _ Fa111BISC JaM Jilt OAtt,Een>sAt DO %A,k Late Matt lam Bfdt in NK= MaulBCan SrapMlut EmgAMdkllMaaa Vaadmar xmwdrg MM311t•g FBDA.aed AMMM a" mule UNIUKALicagtt YANdEL K )figam IIWMMet PAC Assigned Aogdat7t DWI[ Ral 2020 Apina Glued L.M. ICC Evaluation 6kenAce. i William M. Rader. PE tOrJ1202D 10220020 111a52020 11o52070 Approved RMMn 2D20 Commercial Concrete Produdalno. R4OM Oals 8emJCl A GFOSIRerg John Ho/ 12AGM20 1211612020 12rwo20 ding FBC Al Calaear Structural Components (321) 710.3377 (407) (181-1917 Subcategory: Tress Rates deWelialpnalM.com $L&gay:80va!tM Introd Na (8i3)es9.3rB7 PE3124u (357)588-0311 CanpHaras Method: Evaluation Report tone N-Technoc ProduW Introduced u a Result a praesdgdorpi ,ohco.00m NMr Tenna.gy PIWW E-W OM Entlly CemplhnoaM4tllerL• EVdudloh Report ROm a RolR glWisdArchWer.1.1—dFlodda LUMIUSLam- - Prdeeeimd Eng roar OudINA4a4ana Asrovodfa Iles Aberowdia Ur Wood gift FtM7T4.tTe Ala PrefLet Yodel. Nwimr a Name egg cmrad Eattbn tea► In HVNZ OuMdo HMM BraAYti - 1 ITW BCG/Abhw Higher Shromb IN Stamp: 8) Motel Corrector Rote 1211 021 Yes Yes NM NIA gLio-a&tir>BM A NMMXININAM boa a" 2 1 tW BCGMatne Hoge Rate MWI Connector Photo 12012024 Yee Yes MIA MIA $!&E 1111i gooiK t PN"Ure 3 INYBCGMVM TMlm th"COMeda Platy 12012024 Yea Yes NIA Ill 1 OuaDy Precastor Conn dal Concrete PraduW Retest and Prestressed Cncrol Unhnb O5/2SR024 No Yee NIA WA 4 ITor BCGOWS." Waw Mael Co necterplale 12r3112M4 Yell Yes N/A NIA Fill Department of Business & Professional Regulation Page 1 ea Building Codes and standards ArA021 Product Approval Application Detail fdd& &Malt Arts ➢aa !? AYSam SYg! ManufacturerS9OSlY YYMretl Ar yd(gg(� Sashed PAC AwreVd Approved tl[ip1E iYgA VersiondOItMAQ ! &Lke v Validated itsi� li4 i 0a �! i(alMeitY associated FarsAgal Aggr9Jat Awn RW*n 2)20 Weremausar Rob sell IOCEvduetln SarNa.LLC In Lehi P.E. 0200l iDA32020 02M=21 Apprave4 Ammrdlon 2020 Alpha Aurnhum, Inc, Jose Ill Wa R. Lost Stover IS, Unoh. PE 11n 81m20 11/142020. 112012020 .Approved Category: Structural Conponsma (25s)A24.6470 teas)439-3289 s SuUCatieci rmglin-dLumber Rabod.6sldwin�reydla ubcatry:Pend Wall. 1W7)309.2008 PE•825t4 (71i)317.9454 WCategory: Scetis aphuladnimtic�ysho product So Method: EyditWen Report Rome ewasern Comp *MWwd: Evaluation Report terra tow ProtluM Eu.lwan Eotey Flodda Re9hle Archl er a Uanlad Rorke FLNOTIMI- Protesflsoel Er7nea Amroted fa[ Lies 11liQard � Atari Rnna1 YetY Mapper a NMna t: mtr�at. ip.Mm Ottlkb HWIHM Its pressure OIWKVABNCKXA Wasa Design 1 Mcr.lan iLaminated W- Lumber 03131=3 No Yes NIA WA Apg er Lies ALd" for Liu � Rods Y.tlal. Yurrber er lerme i In HVN.t� g ata>= PMaan 2 Perahn PSL Parallel all Wine. 03r312023 NO Ye. NIA WA Vented A 3 TlmbwMnd L8L Washougal! Brand Lumber OU312023 No Yes NIA NIA iAlphaha Aluminum coda tampVented AluminumBomU Apra AlumlmumBdle aMrp; Vedas Aluminum 07 3 No Yes No WA 4 TJ Ram Bard structural Canpoae Lumber a Oriented Strand OSr 1=3 No Yes NIA WA CMU Al VAW SdIW CW dump; Wood Goad Ram Boom 5 Weyartseuser Ran Bard Oriented Strand Beam Rm Board 031J12023 No Yes NrA WA August 10, 2022I N N Cn —Cu Q O W W cn O O O O oll W O u 161— ICU .� p Cn C�.r CU 6-0 Q- .a CO Q a Z Z W J a All- n O L9 C a V V C3 m y. I k. 4A1 &V t W C --cc eV � d 3 s d N +.+ C C yL Q 2 3:i 4C W a = - ill r-jO O 10 7+ W .a C E O 5 >r O 'ellsessA ca O L CL o O L CL ICU W lass— L— O Ca LU Gn' Z W Z Z a J CL SHEET NO. PA 1 A Pop 1 of t 125M22 21k irate Deft Porldino 20 Valldolod rtU FBCADeroyal Approved) Status 1W 2020 10/1512020 11101 12115/2D20 Apprwed -OusthwAswronce Aobroved for Use Approved far Use IranBGI 1eMon apt Product Mode]. Number or Nome Product Ooegrlctlw Contract Entrance Oete In Hyl owumm HVMiZ Reapi Protests 1 241 Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels 12/312022 Yes Yes, Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applkadon Demon Page 1 or a142W1 Florida Department of Business & Professional Regulation Passion Building Codes and Standards lfi i Product Approval Application Dean Fonds Department of Business & Professional Regulation pass i oft Building Codes and Standards 115=1 Product Approval Application Detail Florida Department of BtNiness & Professional Regulation Page z a2 Building Codes and Standards lowmzl Product Approval Application Detail an an Date pmdim a& Sdp1W YaWllatl is YJAItYtt BuaMntrt LIG Amrawl &Lund moa Nick Thempecn Lynda F.Stimid,P.E Ryan J. King, RE 02M W2021 02MOM21 (12aW2021 Otn3/2021 :Orpro,01 (330)SM-2389 P643409 (813)7h ssm nlhanpacnQdlsido.can Agaves for Ur Amrev.d for Use InUd Product Pwlebm Cwsrodd Whirs Dot. In "Well 01"d. MVHE Roche Pressure VoraaSClid Vtryl Sofa 12lIRU3 No Yes No WA Vent or Send VW Sofa 12131R023 No Yes No WA Vent cr&0d VW Sent 1213IMMS No Yee No WA Vent or Slid Varyt said 121312023 No Yes No WA Vent Or Solid Vinyl al t 2212023 No Yes No NM Vent or Solid Vary! Scan 12/312023 No Yes No WA Florida Department of Business & Professional Regulation Building Corks and Standards Product Approval Application Detail Par + di tYr1221 ]Y&L Versi4B mmufbmrtr Sci&tbd taakkW&usses. ygUKed 1( youmka ANWW Fill Acishroyall Agglrlvad IlSm AftMOlM 2020 PGT Indiscls Jens ROSOwdd M.mkDd. 9CC0-CER Mons -add 8=0-VAL 1iA62020 11A M20 NM tM20 Approved Caagorr Wind- (1041)488-0100 (78e) 315-2WO SubCdogal k4dNoa lroaarsM�pganduadeac COMHsrca MWrotl: CeMlabn Man or Losing om pum4ttIPCOdKtu_ ill RodaA Modd. Nnbw a Nast hod&bmdodm catalog Aliblatmaut in HVKZ 6 !!H Outside MYMZ Prossurs, 1 Muatina farAb Doors and Windows Aluminum "ons 05128202E Yes. Yes Yes. WA Florida Department of Business & Professional Regulation Par I d2 Building Codes Arid Standards Imrm21 Product Approval Application Detail Calla MMLK 111& 2" gAtaOW" wa mm Viacom lagIdlrp&1r 4aotig 1L i-YCKA! YaIMYffi.OIC Yrnlldotia $&MMA FOCAmmad Aapronsel Ohm RewMW 2020 GAF Mleheal Bush AObM N.minan Jahn W. KnerrAdi. RE OS28020 082112020 10A1 O20 12ASM20 Approckd Cat*~. Roams (600) 701 PE -bill (954) 772$224 BUcCalegorr. Aphe[ Shingles m%tMe f.emn Compliance Model Evaluation Report Rom e Floods RegiaerodNohae A a a UONlsed Floi Professional Dirw r t aud& Assurance Actraved for Use Awroybd for Use kwm gel t ReJs1 YoduL Nueber I Anoducilpecieviodon Cadres[ sadrdlon Dade. In HVHZ 4stdsal Realeleart 1e—re. 1 GAF Asphn Rooralrkgies Fhareass reinforced 34ob. larrinaed. 5-teh and 12J16rt922 No Yes NIA WA kip, e.Pw vmgk. Florida Department of Business & Prdmmionai Regulation Pass I or I Florida Department of Business & Professional Regulation Page I ern Budding Codas and Standards e1m21 Building Codes and Standards jsmet Product Approval Application Detail Product Approval Application Detail Sag9 tatty or ME .But Data m girt C&9t 6aN or Litt slit i lilts mm yo aMOmragAr Salami bdmrAJAM mdwd der ligo" atA%= FI1CAmmal AREnm iglu TV- Version Version Manubottrrer cwte_d arrotivaUcerw 1fdldalWM aV Iddtl atbm�il PaC Appealed !ram orp�M a✓�t Rnisbn 2020 L.V. T iontoo.Inc me Thompson Nchxellurd Tool Chfidman Zsc ary R. Prod Staysn M Won. PE 091°I1I12020 02187020 081 17115=20 APproued Reualon 2DW Florid* Mao Produda InC. Clan Jones James L. BuaWr. Pi Steven M. Uddv P£ 097272020 (Yorew 20 IOAM02D 12MOM20 Approved M.NW Campny4TAMCC) 4913)248-3434 PE7402/ Category: Roving tan 9nsteaodng<ern (777)37T4140e CYaaofl-Reding 19o4)7left-,0 CBUCK Engnaen9 (T77)317:8454 ktSt tubCdegory; Real Accessories thisors en erark011ameosam PEJ7242 SbQktegary: Roams Aeasnes that we an Intel portal Raabigaydem Integral Pert ofbe Rooms Systum Compliance Mdh.d; Evaualien Report from a Compliance Method; E lkudon Repot tom a Find. R.9lsteredhohtied a a U-Sed Fledde Florida Registered Nohbeet as Ucal Florida Professional Engineer Prdeaalond Engineer AoorInMi Apuowd lalba jay )� AmtInH"Uu Allocated fell la Elms" lain BIlaB l pal s lan�te IO,tlIt11Z L21astlYes Ba o Presrlra Baal C----='^++'"n p-'-'- Jp,ag(tJZ $gW(aM $!i&Q 3 3-FLNuKXf aqud:RV lO Ridp VaN$quot: AlurnlnUm RMpt Vents ter gldtsd roes, fabricated 172120gd No Yet ale WA 1 TAMCO FlY Top OA-Pod9e Vera well BaM+or lie 26 9a- rtatic roofvntitrdW With base 011,081 Yes Yet MIA WA from OA25' Aiumarum 2 TAMCO Gooteral Vent 269L ovolli No Yes NIA -Ql 3 TAMCO 01FRRb0 Roaf Vnt ldb Bale 29 go. "a roofverrbda wb integrated banks Ca0g12024 Year Yes NIA WA 4 TAMCO Round Tap OIFRIdge Vent wan BafOe for Tile 28 Oa• gone roofveppador with bane 08/082024 Yes Yee MIL WA Florida Department of Business & Profwalonal Regulation Poo as Florida Department of Business & Professional Regulation rise., of I Building Codes and Standards Ill Building Codes and Standards 1MMD22 Product Approval Application Detaan Product Approval Application Detail 9611111 fitBLJIC �as am gsLandw Boa €ftilly or jDRIS, 2ft Date Pending Deal mm Verslon MarelaGlmer Carried E0 ! Validated a.G ydw" NuiligiliM EBBAusucinmI A onoved ;tote Iygs Version swerhufacturor 4smsga imimsr&Lkann vabdated By Valicialled hilligod FBC Aoorotml Amoral 211111111111 Retold 2D20 Baal Roofing Mderean Rabin LAPW Untoortn eksluirl GayW.WWker 11i0i lik=020 111Wl Approved Revision 2020 Global Proteetbn Products, U.C. Tim Robinson Wader A. Tat Jr., P.E. John W. lineNvich, PE DW08= 09001 10/01/2020 12M6202n Approved Cdewl checking (801) 380.6091 SerAces LLC. (205) 954-0180 Category: Shutters (954) e89.7545 PE-44187 (964) 772-el SubCd.ell Rating TO. RahinMdMaon®bad.o0 SublOSMgory: Storm Panels tim.robineon�gppem.com Cempilanea Mdbed:)Yalud)m Repaerrom. in CelSpllao9a Model Evaluation Report from Product Evaluation Fiter Fharida Registered Architect or a Licensed Florida gumwmuLamm Professional Engineer QuallyAlifthurince Ararevad for Use Approved for Use kam g,i fL*taftys4te Products aka$ SAANLRkVAINMSAS In Ill lhtd&Lk laS ! guaLfirmam ARorovad Pot Use Approved far Uee Imw 2nim 1s Ea.my-SMka tabegad.. ago Old FJr9Pfn Fist PNdb-Carl CO 12`31201 No Yes NAk WA End Product Model Number or Name Product Ommiatbn Central E)Mlraaetl Dab In HVHZ Outside HVW Rosistand PP (m Theron damp' armed 1 20 Gage Galvanized Steel Storm FaralaMYF(Z Corrugated Galvanized Steel Storm Panels retained 12131120Z2 Yes Yes Yes NIA aa 17 Sol GOO - $: Shake Aarl Sett Shake Flat PrdIN-Stockton. CA 12/312020 ale Yes NIA WA or nor by tradrs to provide hurtcane protection. 19 Samy Soo - Sole, Sho& & Spot Shake FiatPrcfil.- Risk., CA 12/312420 No Yes NIA WA 2 24 Gage Galvanized Seel Storm Pan sbulh 4 Corrugated Galvanized Steel Storm Pane is retained 12131/XY22 No Yes Yee NIA 19 Smmy 740 - Shake, Slots damp: Sett Shake Plot Press, - Basil CA 12/312070 No Yea N/A WA or not by tracks to provide rurfi ally pnieeton. 20 9eranyy 700-Slhew, elate vamp: Sptt aheka ft Pnalb-Rb[e, GA i2p111020 No Yas N/A WA 27 Tries Fapno 16aroMeno Hen Rorie - K0;, TX +21112070 No Y4. NfA WA 28 Vile Lot Prooe-Katy. TX 12a14020 No Yes NJA WA Florida Departmart of Business & Professlonal Regulation Pap i of1 Florida Department of Business & Professional Repletion Poo a1 Building Codes and Standards 11702" Building Codes and Standards 19=1 Product Approval Application Deal! Product Approval Application Detail Scott _ Fa111BISC JaM Jilt OAtt,Een>sAt DO %A,k Late Matt lam Bfdt in NK= MaulBCan SrapMlut EmgAMdkllMaaa Vaadmar xmwdrg MM311t•g FBDA.aed AMMM a" mule UNIUKALicagtt YANdEL K )figam IIWMMet PAC Assigned Aogdat7t DWI[ Ral 2020 Apina Glued L.M. ICC Evaluation 6kenAce. i William M. Rader. PE tOrJ1202D 10220020 111a52020 11o52070 Approved RMMn 2D20 Commercial Concrete Produdalno. R4OM Oals 8emJCl A GFOSIRerg John Ho/ 12AGM20 1211612020 12rwo20 ding FBC Al Calaear Structural Components (321) 710.3377 (407) (181-1917 Subcategory: Tress Rates deWelialpnalM.com $L&gay:80va!tM Introd Na (8i3)es9.3rB7 PE3124u (357)588-0311 CanpHaras Method: Evaluation Report tone N-Technoc ProduW Introduced u a Result a praesdgdorpi ,ohco.00m NMr Tenna.gy PIWW E-W OM Entlly CemplhnoaM4tllerL• EVdudloh Report ROm a RolR glWisdArchWer.1.1—dFlodda LUMIUSLam- - Prdeeeimd Eng roar OudINA4a4ana Asrovodfa Iles Aberowdia Ur Wood gift FtM7T4.tTe Ala PrefLet Yodel. Nwimr a Name egg cmrad Eattbn tea► In HVNZ OuMdo HMM BraAYti - 1 ITW BCG/Abhw Higher Shromb IN Stamp: 8) Motel Corrector Rote 1211 021 Yes Yes NM NIA gLio-a&tir>BM A NMMXININAM boa a" 2 1 tW BCGMatne Hoge Rate MWI Connector Photo 12012024 Yee Yes MIA MIA $!&E 1111i gooiK t PN"Ure 3 INYBCGMVM TMlm th"COMeda Platy 12012024 Yea Yes NIA Ill 1 OuaDy Precastor Conn dal Concrete PraduW Retest and Prestressed Cncrol Unhnb O5/2SR024 No Yee NIA WA 4 ITor BCGOWS." Waw Mael Co necterplale 12r3112M4 Yell Yes N/A NIA Fill Department of Business & Professional Regulation Page 1 ea Building Codes and standards ArA021 Product Approval Application Detail fdd& &Malt Arts ➢aa !? AYSam SYg! ManufacturerS9OSlY YYMretl Ar yd(gg(� Sashed PAC AwreVd Approved tl[ip1E iYgA VersiondOItMAQ ! &Lke v Validated itsi� li4 i 0a �! i(alMeitY associated FarsAgal Aggr9Jat Awn RW*n 2)20 Weremausar Rob sell IOCEvduetln SarNa.LLC In Lehi P.E. 0200l iDA32020 02M=21 Apprave4 Ammrdlon 2020 Alpha Aurnhum, Inc, Jose Ill Wa R. Lost Stover IS, Unoh. PE 11n 81m20 11/142020. 112012020 .Approved Category: Structural Conponsma (25s)A24.6470 teas)439-3289 s SuUCatieci rmglin-dLumber Rabod.6sldwin�reydla ubcatry:Pend Wall. 1W7)309.2008 PE•825t4 (71i)317.9454 WCategory: Scetis aphuladnimtic�ysho product So Method: EyditWen Report Rome ewasern Comp *MWwd: Evaluation Report terra tow ProtluM Eu.lwan Eotey Flodda Re9hle Archl er a Uanlad Rorke FLNOTIMI- Protesflsoel Er7nea Amroted fa[ Lies 11liQard � Atari Rnna1 YetY Mapper a NMna t: mtr�at. ip.Mm Ottlkb HWIHM Its pressure OIWKVABNCKXA Wasa Design 1 Mcr.lan iLaminated W- Lumber 03131=3 No Yes NIA WA Apg er Lies ALd" for Liu � Rods Y.tlal. Yurrber er lerme i In HVN.t� g ata>= PMaan 2 Perahn PSL Parallel all Wine. 03r312023 NO Ye. NIA WA Vented A 3 TlmbwMnd L8L Washougal! Brand Lumber OU312023 No Yes NIA NIA iAlphaha Aluminum coda tampVented AluminumBomU Apra AlumlmumBdle aMrp; Vedas Aluminum 07 3 No Yes No WA 4 TJ Ram Bard structural Canpoae Lumber a Oriented Strand OSr 1=3 No Yes NIA WA CMU Al VAW SdIW CW dump; Wood Goad Ram Boom 5 Weyartseuser Ran Bard Oriented Strand Beam Rm Board 031J12023 No Yes NrA WA August 10, 2022I N N Cn —Cu Q O W W cn O O O O oll W O u 161— ICU .� p Cn C�.r CU 6-0 Q- .a CO Q a Z Z W J a All- n O L9 C a V V C3 m y. I k. 4A1 &V t W C --cc eV � d 3 s d N +.+ C C yL Q 2 3:i 4C W a = - ill r-jO O 10 7+ W .a C E O 5 >r O 'ellsessA ca O L CL o O L CL ICU W lass— L— O Ca LU Gn' Z W Z Z a J CL SHEET NO. PA 1 A Florida Department of Business & Professional Regulation Building Corks and Standards Product Approval Application Detail Par + di tYr1221 ]Y&L Versi4B mmufbmrtr Sci&tbd taakkW&usses. ygUKed 1( youmka ANWW Fill Acishroyall Agglrlvad IlSm AftMOlM 2020 PGT Indiscls Jens ROSOwdd M.mkDd. 9CC0-CER Mons -add 8=0-VAL 1iA62020 11A M20 NM tM20 Approved Caagorr Wind- (1041)488-0100 (78e) 315-2WO SubCdogal k4dNoa lroaarsM�pganduadeac COMHsrca MWrotl: CeMlabn Man or Losing om pum4ttIPCOdKtu_ ill RodaA Modd. Nnbw a Nast hod&bmdodm catalog Aliblatmaut in HVKZ 6 !!H Outside MYMZ Prossurs, 1 Muatina farAb Doors and Windows Aluminum "ons 05128202E Yes. Yes Yes. WA Florida Department of Business & Professional Regulation Par I d2 Building Codes Arid Standards Imrm21 Product Approval Application Detail Calla MMLK 111& 2" gAtaOW" wa mm Viacom lagIdlrp&1r 4aotig 1L i-YCKA! YaIMYffi.OIC Yrnlldotia $&MMA FOCAmmad Aapronsel Ohm RewMW 2020 GAF Mleheal Bush AObM N.minan Jahn W. KnerrAdi. RE OS28020 082112020 10A1 O20 12ASM20 Approckd Cat*~. Roams (600) 701 PE -bill (954) 772$224 BUcCalegorr. Aphe[ Shingles m%tMe f.emn Compliance Model Evaluation Report Rom e Floods RegiaerodNohae A a a UONlsed Floi Professional Dirw r t aud& Assurance Actraved for Use Awroybd for Use kwm gel t ReJs1 YoduL Nueber I Anoducilpecieviodon Cadres[ sadrdlon Dade. In HVHZ 4stdsal Realeleart 1e—re. 1 GAF Asphn Rooralrkgies Fhareass reinforced 34ob. larrinaed. 5-teh and 12J16rt922 No Yes NIA WA kip, e.Pw vmgk. Florida Department of Business & Prdmmionai Regulation Pass I or I Florida Department of Business & Professional Regulation Page I ern Budding Codas and Standards e1m21 Building Codes and Standards jsmet Product Approval Application Detail Product Approval Application Detail Sag9 tatty or ME .But Data m girt C&9t 6aN or Litt slit i lilts mm yo aMOmragAr Salami bdmrAJAM mdwd der ligo" atA%= FI1CAmmal AREnm iglu TV- Version Version Manubottrrer cwte_d arrotivaUcerw 1fdldalWM aV Iddtl atbm�il PaC Appealed !ram orp�M a✓�t Rnisbn 2020 L.V. T iontoo.Inc me Thompson Nchxellurd Tool Chfidman Zsc ary R. Prod Staysn M Won. PE 091°I1I12020 02187020 081 17115=20 APproued Reualon 2DW Florid* Mao Produda InC. Clan Jones James L. BuaWr. Pi Steven M. Uddv P£ 097272020 (Yorew 20 IOAM02D 12MOM20 Approved M.NW Campny4TAMCC) 4913)248-3434 PE7402/ Category: Roving tan 9nsteaodng<ern (777)37T4140e CYaaofl-Reding 19o4)7left-,0 CBUCK Engnaen9 (T77)317:8454 ktSt tubCdegory; Real Accessories thisors en erark011ameosam PEJ7242 SbQktegary: Roams Aeasnes that we an Intel portal Raabigaydem Integral Pert ofbe Rooms Systum Compliance Mdh.d; Evaualien Report from a Compliance Method; E lkudon Repot tom a Find. R.9lsteredhohtied a a U-Sed Fledde Florida Registered Nohbeet as Ucal Florida Professional Engineer Prdeaalond Engineer AoorInMi Apuowd lalba jay )� AmtInH"Uu Allocated fell la Elms" lain BIlaB l pal s lan�te IO,tlIt11Z L21astlYes Ba o Presrlra Baal C----='^++'"n p-'-'- Jp,ag(tJZ $gW(aM $!i&Q 3 3-FLNuKXf aqud:RV lO Ridp VaN$quot: AlurnlnUm RMpt Vents ter gldtsd roes, fabricated 172120gd No Yet ale WA 1 TAMCO FlY Top OA-Pod9e Vera well BaM+or lie 26 9a- rtatic roofvntitrdW With base 011,081 Yes Yet MIA WA from OA25' Aiumarum 2 TAMCO Gooteral Vent 269L ovolli No Yes NIA -Ql 3 TAMCO 01FRRb0 Roaf Vnt ldb Bale 29 go. "a roofverrbda wb integrated banks Ca0g12024 Year Yes NIA WA 4 TAMCO Round Tap OIFRIdge Vent wan BafOe for Tile 28 Oa• gone roofveppador with bane 08/082024 Yes Yee MIL WA Florida Department of Business & Profwalonal Regulation Poo as Florida Department of Business & Professional Regulation rise., of I Building Codes and Standards Ill Building Codes and Standards 1MMD22 Product Approval Application Detaan Product Approval Application Detail 9611111 fitBLJIC �as am gsLandw Boa €ftilly or jDRIS, 2ft Date Pending Deal mm Verslon MarelaGlmer Carried E0 ! Validated a.G ydw" NuiligiliM EBBAusucinmI A onoved ;tote Iygs Version swerhufacturor 4smsga imimsr&Lkann vabdated By Valicialled hilligod FBC Aoorotml Amoral 211111111111 Retold 2D20 Baal Roofing Mderean Rabin LAPW Untoortn eksluirl GayW.WWker 11i0i lik=020 111Wl Approved Revision 2020 Global Proteetbn Products, U.C. Tim Robinson Wader A. Tat Jr., P.E. John W. lineNvich, PE DW08= 09001 10/01/2020 12M6202n Approved Cdewl checking (801) 380.6091 SerAces LLC. (205) 954-0180 Category: Shutters (954) e89.7545 PE-44187 (964) 772-el SubCd.ell Rating TO. RahinMdMaon®bad.o0 SublOSMgory: Storm Panels tim.robineon�gppem.com Cempilanea Mdbed:)Yalud)m Repaerrom. in CelSpllao9a Model Evaluation Report from Product Evaluation Fiter Fharida Registered Architect or a Licensed Florida gumwmuLamm Professional Engineer QuallyAlifthurince Ararevad for Use Approved for Use kam g,i fL*taftys4te Products aka$ SAANLRkVAINMSAS In Ill lhtd&Lk laS ! guaLfirmam ARorovad Pot Use Approved far Uee Imw 2nim 1s Ea.my-SMka tabegad.. ago Old FJr9Pfn Fist PNdb-Carl CO 12`31201 No Yes NAk WA End Product Model Number or Name Product Ommiatbn Central E)Mlraaetl Dab In HVHZ Outside HVW Rosistand PP (m Theron damp' armed 1 20 Gage Galvanized Steel Storm FaralaMYF(Z Corrugated Galvanized Steel Storm Panels retained 12131120Z2 Yes Yes Yes NIA aa 17 Sol GOO - $: Shake Aarl Sett Shake Flat PrdIN-Stockton. CA 12/312020 ale Yes NIA WA or nor by tradrs to provide hurtcane protection. 19 Samy Soo - Sole, Sho& & Spot Shake FiatPrcfil.- Risk., CA 12/312420 No Yes NIA WA 2 24 Gage Galvanized Seel Storm Pan sbulh 4 Corrugated Galvanized Steel Storm Pane is retained 12131/XY22 No Yes Yee NIA 19 Smmy 740 - Shake, Slots damp: Sett Shake Plot Press, - Basil CA 12/312070 No Yea N/A WA or not by tracks to provide rurfi ally pnieeton. 20 9eranyy 700-Slhew, elate vamp: Sptt aheka ft Pnalb-Rb[e, GA i2p111020 No Yas N/A WA 27 Tries Fapno 16aroMeno Hen Rorie - K0;, TX +21112070 No Y4. NfA WA 28 Vile Lot Prooe-Katy. TX 12a14020 No Yes NJA WA Florida Departmart of Business & Professlonal Regulation Pap i of1 Florida Department of Business & Professional Repletion Poo a1 Building Codes and Standards 11702" Building Codes and Standards 19=1 Product Approval Application Deal! Product Approval Application Detail Scott _ Fa111BISC JaM Jilt OAtt,Een>sAt DO %A,k Late Matt lam Bfdt in NK= MaulBCan SrapMlut EmgAMdkllMaaa Vaadmar xmwdrg MM311t•g FBDA.aed AMMM a" mule UNIUKALicagtt YANdEL K )figam IIWMMet PAC Assigned Aogdat7t DWI[ Ral 2020 Apina Glued L.M. ICC Evaluation 6kenAce. i William M. Rader. PE tOrJ1202D 10220020 111a52020 11o52070 Approved RMMn 2D20 Commercial Concrete Produdalno. R4OM Oals 8emJCl A GFOSIRerg John Ho/ 12AGM20 1211612020 12rwo20 ding FBC Al Calaear Structural Components (321) 710.3377 (407) (181-1917 Subcategory: Tress Rates deWelialpnalM.com $L&gay:80va!tM Introd Na (8i3)es9.3rB7 PE3124u (357)588-0311 CanpHaras Method: Evaluation Report tone N-Technoc ProduW Introduced u a Result a praesdgdorpi ,ohco.00m NMr Tenna.gy PIWW E-W OM Entlly CemplhnoaM4tllerL• EVdudloh Report ROm a RolR glWisdArchWer.1.1—dFlodda LUMIUSLam- - Prdeeeimd Eng roar OudINA4a4ana Asrovodfa Iles Aberowdia Ur Wood gift FtM7T4.tTe Ala PrefLet Yodel. Nwimr a Name egg cmrad Eattbn tea► In HVNZ OuMdo HMM BraAYti - 1 ITW BCG/Abhw Higher Shromb IN Stamp: 8) Motel Corrector Rote 1211 021 Yes Yes NM NIA gLio-a&tir>BM A NMMXININAM boa a" 2 1 tW BCGMatne Hoge Rate MWI Connector Photo 12012024 Yee Yes MIA MIA $!&E 1111i gooiK t PN"Ure 3 INYBCGMVM TMlm th"COMeda Platy 12012024 Yea Yes NIA Ill 1 OuaDy Precastor Conn dal Concrete PraduW Retest and Prestressed Cncrol Unhnb O5/2SR024 No Yee NIA WA 4 ITor BCGOWS." Waw Mael Co necterplale 12r3112M4 Yell Yes N/A NIA Fill Department of Business & Professional Regulation Page 1 ea Building Codes and standards ArA021 Product Approval Application Detail fdd& &Malt Arts ➢aa !? AYSam SYg! ManufacturerS9OSlY YYMretl Ar yd(gg(� Sashed PAC AwreVd Approved tl[ip1E iYgA VersiondOItMAQ ! &Lke v Validated itsi� li4 i 0a �! i(alMeitY associated FarsAgal Aggr9Jat Awn RW*n 2)20 Weremausar Rob sell IOCEvduetln SarNa.LLC In Lehi P.E. 0200l iDA32020 02M=21 Apprave4 Ammrdlon 2020 Alpha Aurnhum, Inc, Jose Ill Wa R. Lost Stover IS, Unoh. PE 11n 81m20 11/142020. 112012020 .Approved Category: Structural Conponsma (25s)A24.6470 teas)439-3289 s SuUCatieci rmglin-dLumber Rabod.6sldwin�reydla ubcatry:Pend Wall. 1W7)309.2008 PE•825t4 (71i)317.9454 WCategory: Scetis aphuladnimtic�ysho product So Method: EyditWen Report Rome ewasern Comp *MWwd: Evaluation Report terra tow ProtluM Eu.lwan Eotey Flodda Re9hle Archl er a Uanlad Rorke FLNOTIMI- Protesflsoel Er7nea Amroted fa[ Lies 11liQard � Atari Rnna1 YetY Mapper a NMna t: mtr�at. ip.Mm Ottlkb HWIHM Its pressure OIWKVABNCKXA Wasa Design 1 Mcr.lan iLaminated W- Lumber 03131=3 No Yes NIA WA Apg er Lies ALd" for Liu � Rods Y.tlal. Yurrber er lerme i In HVN.t� g ata>= PMaan 2 Perahn PSL Parallel all Wine. 03r312023 NO Ye. NIA WA Vented A 3 TlmbwMnd L8L Washougal! Brand Lumber OU312023 No Yes NIA NIA iAlphaha Aluminum coda tampVented AluminumBomU Apra AlumlmumBdle aMrp; Vedas Aluminum 07 3 No Yes No WA 4 TJ Ram Bard structural Canpoae Lumber a Oriented Strand OSr 1=3 No Yes NIA WA CMU Al VAW SdIW CW dump; Wood Goad Ram Boom 5 Weyartseuser Ran Bard Oriented Strand Beam Rm Board 031J12023 No Yes NrA WA August 10, 2022I N N Cn —Cu Q O W W cn O O O O oll W O u 161— ICU .� p Cn C�.r CU 6-0 Q- .a CO Q a Z Z W J a All- n O L9 C a V V C3 m y. I k. 4A1 &V t W C --cc eV � d 3 s d N +.+ C C yL Q 2 3:i 4C W a = - ill r-jO O 10 7+ W .a C E O 5 >r O 'ellsessA ca O L CL o O L CL ICU W lass— L— O Ca LU Gn' Z W Z Z a J CL SHEET NO. PA 1 A Florida Department of Business & Prdmmionai Regulation Pass I or I Florida Department of Business & Professional Regulation Page I ern Budding Codas and Standards e1m21 Building Codes and Standards jsmet Product Approval Application Detail Product Approval Application Detail Sag9 tatty or ME .But Data m girt C&9t 6aN or Litt slit i lilts mm yo aMOmragAr Salami bdmrAJAM mdwd der ligo" atA%= FI1CAmmal AREnm iglu TV- Version Version Manubottrrer cwte_d arrotivaUcerw 1fdldalWM aV Iddtl atbm�il PaC Appealed !ram orp�M a✓�t Rnisbn 2020 L.V. T iontoo.Inc me Thompson Nchxellurd Tool Chfidman Zsc ary R. Prod Staysn M Won. PE 091°I1I12020 02187020 081 17115=20 APproued Reualon 2DW Florid* Mao Produda InC. Clan Jones James L. BuaWr. Pi Steven M. Uddv P£ 097272020 (Yorew 20 IOAM02D 12MOM20 Approved M.NW Campny4TAMCC) 4913)248-3434 PE7402/ Category: Roving tan 9nsteaodng<ern (777)37T4140e CYaaofl-Reding 19o4)7left-,0 CBUCK Engnaen9 (T77)317:8454 ktSt tubCdegory; Real Accessories thisors en erark011ameosam PEJ7242 SbQktegary: Roams Aeasnes that we an Intel portal Raabigaydem Integral Pert ofbe Rooms Systum Compliance Mdh.d; Evaualien Report from a Compliance Method; E lkudon Repot tom a Find. R.9lsteredhohtied a a U-Sed Fledde Florida Registered Nohbeet as Ucal Florida Professional Engineer Prdeaalond Engineer AoorInMi Apuowd lalba jay )� AmtInH"Uu Allocated fell la Elms" lain BIlaB l pal s lan�te IO,tlIt11Z L21astlYes Ba o Presrlra Baal C----='^++'"n p-'-'- Jp,ag(tJZ $gW(aM $!i&Q 3 3-FLNuKXf aqud:RV lO Ridp VaN$quot: AlurnlnUm RMpt Vents ter gldtsd roes, fabricated 172120gd No Yet ale WA 1 TAMCO FlY Top OA-Pod9e Vera well BaM+or lie 26 9a- rtatic roofvntitrdW With base 011,081 Yes Yet MIA WA from OA25' Aiumarum 2 TAMCO Gooteral Vent 269L ovolli No Yes NIA -Ql 3 TAMCO 01FRRb0 Roaf Vnt ldb Bale 29 go. "a roofverrbda wb integrated banks Ca0g12024 Year Yes NIA WA 4 TAMCO Round Tap OIFRIdge Vent wan BafOe for Tile 28 Oa• gone roofveppador with bane 08/082024 Yes Yee MIL WA Florida Department of Business & Profwalonal Regulation Poo as Florida Department of Business & Professional Regulation rise., of I Building Codes and Standards Ill Building Codes and Standards 1MMD22 Product Approval Application Detaan Product Approval Application Detail 9611111 fitBLJIC �as am gsLandw Boa €ftilly or jDRIS, 2ft Date Pending Deal mm Verslon MarelaGlmer Carried E0 ! Validated a.G ydw" NuiligiliM EBBAusucinmI A onoved ;tote Iygs Version swerhufacturor 4smsga imimsr&Lkann vabdated By Valicialled hilligod FBC Aoorotml Amoral 211111111111 Retold 2D20 Baal Roofing Mderean Rabin LAPW Untoortn eksluirl GayW.WWker 11i0i lik=020 111Wl Approved Revision 2020 Global Proteetbn Products, U.C. Tim Robinson Wader A. Tat Jr., P.E. John W. lineNvich, PE DW08= 09001 10/01/2020 12M6202n Approved Cdewl checking (801) 380.6091 SerAces LLC. (205) 954-0180 Category: Shutters (954) e89.7545 PE-44187 (964) 772-el SubCd.ell Rating TO. RahinMdMaon®bad.o0 SublOSMgory: Storm Panels tim.robineon�gppem.com Cempilanea Mdbed:)Yalud)m Repaerrom. in CelSpllao9a Model Evaluation Report from Product Evaluation Fiter Fharida Registered Architect or a Licensed Florida gumwmuLamm Professional Engineer QuallyAlifthurince Ararevad for Use Approved for Use kam g,i fL*taftys4te Products aka$ SAANLRkVAINMSAS In Ill lhtd&Lk laS ! guaLfirmam ARorovad Pot Use Approved far Uee Imw 2nim 1s Ea.my-SMka tabegad.. ago Old FJr9Pfn Fist PNdb-Carl CO 12`31201 No Yes NAk WA End Product Model Number or Name Product Ommiatbn Central E)Mlraaetl Dab In HVHZ Outside HVW Rosistand PP (m Theron damp' armed 1 20 Gage Galvanized Steel Storm FaralaMYF(Z Corrugated Galvanized Steel Storm Panels retained 12131120Z2 Yes Yes Yes NIA aa 17 Sol GOO - $: Shake Aarl Sett Shake Flat PrdIN-Stockton. CA 12/312020 ale Yes NIA WA or nor by tradrs to provide hurtcane protection. 19 Samy Soo - Sole, Sho& & Spot Shake FiatPrcfil.- Risk., CA 12/312420 No Yes NIA WA 2 24 Gage Galvanized Seel Storm Pan sbulh 4 Corrugated Galvanized Steel Storm Pane is retained 12131/XY22 No Yes Yee NIA 19 Smmy 740 - Shake, Slots damp: Sett Shake Plot Press, - Basil CA 12/312070 No Yea N/A WA or not by tracks to provide rurfi ally pnieeton. 20 9eranyy 700-Slhew, elate vamp: Sptt aheka ft Pnalb-Rb[e, GA i2p111020 No Yas N/A WA 27 Tries Fapno 16aroMeno Hen Rorie - K0;, TX +21112070 No Y4. NfA WA 28 Vile Lot Prooe-Katy. TX 12a14020 No Yes NJA WA Florida Departmart of Business & Professlonal Regulation Pap i of1 Florida Department of Business & Professional Repletion Poo a1 Building Codes and Standards 11702" Building Codes and Standards 19=1 Product Approval Application Deal! Product Approval Application Detail Scott _ Fa111BISC JaM Jilt OAtt,Een>sAt DO %A,k Late Matt lam Bfdt in NK= MaulBCan SrapMlut EmgAMdkllMaaa Vaadmar xmwdrg MM311t•g FBDA.aed AMMM a" mule UNIUKALicagtt YANdEL K )figam IIWMMet PAC Assigned Aogdat7t DWI[ Ral 2020 Apina Glued L.M. ICC Evaluation 6kenAce. i William M. Rader. PE tOrJ1202D 10220020 111a52020 11o52070 Approved RMMn 2D20 Commercial Concrete Produdalno. R4OM Oals 8emJCl A GFOSIRerg John Ho/ 12AGM20 1211612020 12rwo20 ding FBC Al Calaear Structural Components (321) 710.3377 (407) (181-1917 Subcategory: Tress Rates deWelialpnalM.com $L&gay:80va!tM Introd Na (8i3)es9.3rB7 PE3124u (357)588-0311 CanpHaras Method: Evaluation Report tone N-Technoc ProduW Introduced u a Result a praesdgdorpi ,ohco.00m NMr Tenna.gy PIWW E-W OM Entlly CemplhnoaM4tllerL• EVdudloh Report ROm a RolR glWisdArchWer.1.1—dFlodda LUMIUSLam- - Prdeeeimd Eng roar OudINA4a4ana Asrovodfa Iles Aberowdia Ur Wood gift FtM7T4.tTe Ala PrefLet Yodel. Nwimr a Name egg cmrad Eattbn tea► In HVNZ OuMdo HMM BraAYti - 1 ITW BCG/Abhw Higher Shromb IN Stamp: 8) Motel Corrector Rote 1211 021 Yes Yes NM NIA gLio-a&tir>BM A NMMXININAM boa a" 2 1 tW BCGMatne Hoge Rate MWI Connector Photo 12012024 Yee Yes MIA MIA $!&E 1111i gooiK t PN"Ure 3 INYBCGMVM TMlm th"COMeda Platy 12012024 Yea Yes NIA Ill 1 OuaDy Precastor Conn dal Concrete PraduW Retest and Prestressed Cncrol Unhnb O5/2SR024 No Yee NIA WA 4 ITor BCGOWS." Waw Mael Co necterplale 12r3112M4 Yell Yes N/A NIA Fill Department of Business & Professional Regulation Page 1 ea Building Codes and standards ArA021 Product Approval Application Detail fdd& &Malt Arts ➢aa !? AYSam SYg! ManufacturerS9OSlY YYMretl Ar yd(gg(� Sashed PAC AwreVd Approved tl[ip1E iYgA VersiondOItMAQ ! &Lke v Validated itsi� li4 i 0a �! i(alMeitY associated FarsAgal Aggr9Jat Awn RW*n 2)20 Weremausar Rob sell IOCEvduetln SarNa.LLC In Lehi P.E. 0200l iDA32020 02M=21 Apprave4 Ammrdlon 2020 Alpha Aurnhum, Inc, Jose Ill Wa R. Lost Stover IS, Unoh. PE 11n 81m20 11/142020. 112012020 .Approved Category: Structural Conponsma (25s)A24.6470 teas)439-3289 s SuUCatieci rmglin-dLumber Rabod.6sldwin�reydla ubcatry:Pend Wall. 1W7)309.2008 PE•825t4 (71i)317.9454 WCategory: Scetis aphuladnimtic�ysho product So Method: EyditWen Report Rome ewasern Comp *MWwd: Evaluation Report terra tow ProtluM Eu.lwan Eotey Flodda Re9hle Archl er a Uanlad Rorke FLNOTIMI- Protesflsoel Er7nea Amroted fa[ Lies 11liQard � Atari Rnna1 YetY Mapper a NMna t: mtr�at. ip.Mm Ottlkb HWIHM Its pressure OIWKVABNCKXA Wasa Design 1 Mcr.lan iLaminated W- Lumber 03131=3 No Yes NIA WA Apg er Lies ALd" for Liu � Rods Y.tlal. Yurrber er lerme i In HVN.t� g ata>= PMaan 2 Perahn PSL Parallel all Wine. 03r312023 NO Ye. NIA WA Vented A 3 TlmbwMnd L8L Washougal! Brand Lumber OU312023 No Yes NIA NIA iAlphaha Aluminum coda tampVented AluminumBomU Apra AlumlmumBdle aMrp; Vedas Aluminum 07 3 No Yes No WA 4 TJ Ram Bard structural Canpoae Lumber a Oriented Strand OSr 1=3 No Yes NIA WA CMU Al VAW SdIW CW dump; Wood Goad Ram Boom 5 Weyartseuser Ran Bard Oriented Strand Beam Rm Board 031J12023 No Yes NrA WA August 10, 2022I N N Cn —Cu Q O W W cn O O O O oll W O u 161— ICU .� p Cn C�.r CU 6-0 Q- .a CO Q a Z Z W J a All- n O L9 C a V V C3 m y. I k. 4A1 &V t W C --cc eV � d 3 s d N +.+ C C yL Q 2 3:i 4C W a = - ill r-jO O 10 7+ W .a C E O 5 >r O 'ellsessA ca O L CL o O L CL ICU W lass— L— O Ca LU Gn' Z W Z Z a J CL SHEET NO. PA 1 A Fill Department of Business & Professional Regulation Page 1 ea Building Codes and standards ArA021 Product Approval Application Detail fdd& &Malt Arts ➢aa !? AYSam SYg! ManufacturerS9OSlY YYMretl Ar yd(gg(� Sashed PAC AwreVd Approved tl[ip1E iYgA VersiondOItMAQ ! &Lke v Validated itsi� li4 i 0a �! i(alMeitY associated FarsAgal Aggr9Jat Awn RW*n 2)20 Weremausar Rob sell IOCEvduetln SarNa.LLC In Lehi P.E. 0200l iDA32020 02M=21 Apprave4 Ammrdlon 2020 Alpha Aurnhum, Inc, Jose Ill Wa R. Lost Stover IS, Unoh. PE 11n 81m20 11/142020. 112012020 .Approved Category: Structural Conponsma (25s)A24.6470 teas)439-3289 s SuUCatieci rmglin-dLumber Rabod.6sldwin�reydla ubcatry:Pend Wall. 1W7)309.2008 PE•825t4 (71i)317.9454 WCategory: Scetis aphuladnimtic�ysho product So Method: EyditWen Report Rome ewasern Comp *MWwd: Evaluation Report terra tow ProtluM Eu.lwan Eotey Flodda Re9hle Archl er a Uanlad Rorke FLNOTIMI- Protesflsoel Er7nea Amroted fa[ Lies 11liQard � Atari Rnna1 YetY Mapper a NMna t: mtr�at. ip.Mm Ottlkb HWIHM Its pressure OIWKVABNCKXA Wasa Design 1 Mcr.lan iLaminated W- Lumber 03131=3 No Yes NIA WA Apg er Lies ALd" for Liu � Rods Y.tlal. Yurrber er lerme i In HVN.t� g ata>= PMaan 2 Perahn PSL Parallel all Wine. 03r312023 NO Ye. NIA WA Vented A 3 TlmbwMnd L8L Washougal! Brand Lumber OU312023 No Yes NIA NIA iAlphaha Aluminum coda tampVented AluminumBomU Apra AlumlmumBdle aMrp; Vedas Aluminum 07 3 No Yes No WA 4 TJ Ram Bard structural Canpoae Lumber a Oriented Strand OSr 1=3 No Yes NIA WA CMU Al VAW SdIW CW dump; Wood Goad Ram Boom 5 Weyartseuser Ran Bard Oriented Strand Beam Rm Board 031J12023 No Yes NrA WA August 10, 2022I N N Cn —Cu Q O W W cn O O O O oll W O u 161— ICU .� p Cn C�.r CU 6-0 Q- .a CO Q a Z Z W J a All- n O L9 C a V V C3 m y. I k. 4A1 &V t W C --cc eV � d 3 s d N +.+ C C yL Q 2 3:i 4C W a = - ill r-jO O 10 7+ W .a C E O 5 >r O 'ellsessA ca O L CL o O L CL ICU W lass— L— O Ca LU Gn' Z W Z Z a J CL SHEET NO. PA 1 A August 10, 2022I N N Cn —Cu Q O W W cn O O O O oll W O u 161— ICU .� p Cn C�.r CU 6-0 Q- .a CO Q a Z Z W J a All- n O L9 C a V V C3 m y. 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FMAewow AJtbrowII amm Ai..~ 20A pfYCwpaaeon Joe a"+as" WlndowWWDot Jame Lau~, lit O17140670 G7M412020 aa0mma AppRAd 11dooll , S14rolm om aFflrler NMubglxerAMaorkn CBUCNs iiiii letliaewlp apnwN wWOmAewraaw P411m4m PW)4lM4W CMepeaew adrrt Car WWN Mwkw lose" MaaPDAwrpPNrDIOPe wom !aA h(feaemukdwo AmYkAr mom•IbWN AmmoLkuim kLIM owwkm Yam a1Wm Bmism ft. 1 eww1070a6nklre4waDoan Nw24iww'Olrswogmwow torxfrl 110=1 No we Nl .fate a saw 1020a68klneawsCot %"apt P"FYatl'0'DoaPYdNar e4ASMr maeam2 Ne Ns No .30M , a1.1JZ7 A Fawl0awa6arlreprwCDor Ny124'anfl101rgligaawOsorP'rxe2j 10100a@l No Yes Ne +3a0e 4 8aw 1wa0rLAadlrgOlaee Cow NyleprPaW free �p"Dpar(FIdNe64T•1@', maeam2 Fb 7aF NF +2a4w warm oaielYaeawvlar Algarve faUn Aawewe►erUN WIN RWa Bag bigodlim fto Rafe kKVHZ 911mill fA¢ Buww lriaaat 1 eawleDw Eraanpwr aAONxrf Slltlkg ONraDaor Vry124V,1a V17rgr4g Orr OdorPY:1a•: mla4m1 No Von No +a4A wanm 2 Serra 1A wFiorwnpawwAvrd gNaeaawoaw Nw test PwW Flod'P Dew Mcleft af-1R'x mHaa0t4 me VW No +4g-40 e1 +eP) 8 eawlDpRErwwepawRAMedgiaeaaw000r Nw24Vard'O1PgrpOwsaew(IPaeP) 06AlIam2 No Vbe Np Hwh96 4 Fart leO wE.rwwnpaw aAwrrtlgF#e(AaNDoor NBI eple PMW PMW'W Dow(akMY, 47-tlrx womm ND Tw tb +ads wlin 9r%a/lore Aame1h LVO Aeea*LbtWe bm BWa ANA KAWAAMNAKAdim bobeLg rdlma fdrmamL*N ILQN Jam ellelia)Blli Awkkat hm 1 Few 100 R alNanpwa aAranfatap 04wDoa Nall~ Mir 009 aid Opt (66117 x ma4mi ND Yes Ib +2a6m Wig) 2 6wwIsolate pMw- BIWQG =ow Nw agar PEEN Fbm'o' ODRP30YIIb, 16.1a'x m(tww No Ira No +40L40 Al-1m a senile lORe,ONpwe RA,M eallig awaDedr 1aU144rntl `Dx'glma0wtD%rP@,er) 0004o 12 No Yw Nit +n1.te 4 awaalAR Eimnoom wAu osomm=Dwr Nwnlea Pawl Faod Nr DoWMWI447.1a', mMeaml No Van Nl -20Ln w1m Gmk No y iN NMWAbO ■r AfaawWn 2DA POrFf1i NFNrlbx avitip"lMntl, arraWlaeff Fled CMvpedee Nebo* PA*Aft l lbpod li Floddgil , ' wtANhtrdwellnnard Fkm PrOFa4pIaM Pedal Yoaa0w worn 1 1CearwFrnafFbwd RorWa DeparYnent of Burnaee A Pichodalel fbgLh on Buono Coda and 80rrlards ProductApproval,1111-1 DelaA polaldi anomm gayg alrrw. VIAMAW yo >) Pac�wla Amwwmd in xRON Banda Wwmaaarebr T.E. Wm, PE. LLC M4a0a1 GIM40M U1AC.a7a Appmwd OeOrron Pe-4Hlg pet)G"44aa p41)w4w Ikwm ➢notAw Aaam.e.ht1W lmmstfjr.u! IN" OWm P"dwil0eserlaawF oodygEmieii"osb hHNQ OubkbHVm �elellM hree�4 1G umm yr Fwp most Yulrtivi aaaam1 Into 11rf No "A a--e N N s CO 0 > N V W L O }, 0 O �- cd c co O cu to O O O W 0 U- a) L F .0 .= Cl) Q on C O W c.. U G O C to T� N C L � m >4 a N A G (A J= 4/l N O 4V Y Be: = or m E c c air C2 Q � 3 � r_ d c o G� N E cv o o„ u 0 C) 0 August 10, 2022 SHEET NO. PA 1.2, Simpson son Strong -Tie 2020 FBC Approved Products Updated dated 1213020 For direct Inks to all SST approvals listed below, C LIC K HERE For additional Infamatlon regarding Florida's Statewide Product Approval System and Mani-0ade County Notice of Acceptance (NOA). �jJCK HERE. FLtk2355-R7 A2gJ Product Model. Number or Name Pmduct Description 1 Titan Stainless Steel Concrete 8. Masonry Screw (7TN-SS) 1/4" diameter Then stainless steel masonry screw FL#0589-RS y" Product Modal. Number or Name ProductDescdotion 1 SD10112DBB Outdoor Awents Connector Screw 2 SD9112. SD9212, SDI0112, SDI 0212 Strong -Or" SO Connector Screw 3 SD9112SS, SDO212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272356 5 SDCP22434, SDCP22512, SDCP22614, SDCP227DO, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 S0625112; SDS25134, SDS25200, SDS25212, S13325300, SOS25312, SOS25412, Strong -Drive SIDS Heavy -Duty Connector Screw SOS25500. SDS25800, SDS258M 8 SOS2511258, SDS2520OSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 9 SDWF2718, SOWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-Drtve SDWF Floor -to -Floor Screw FL#10007-RS Sea >r Product Model. Num bar or Name Product Description 1 ATR3/8, ATR11Z ATR518, ATR314 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATU09.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, B131/2, BPI/2-3, BP5/&2, 1313518-3, BP314, BP3/4-3, BPRTUD3-4 Bearing Plates 4 CNW318, CNW112, CNW518, CNW3/4, CNW518-1/2, CNW3/4-51B Coupler Nuts 5 CTUD55, CTUDW, CTUD86, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUDO9 6 N3, 144, N5, NO Heavy Hex Nuts 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTUD5, RTUDS, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URS5 518" Uplift Rod Run Tiedown System 13 URSB 3/4" Uplift Rod Run Tiedown System FL#10441-R8 149 Product Model- Number or Name Product Description 1 OTT2 Hold-down 2 HDC10/4, HDC10122 Hold-down 3 HDO8, HHDQ11, HHDO14 Hold-down 4 HDU2, HDU4, HDU5, HDU8, HOU11, HDU14 Hob -down 5 HPA28, HPA35 Strap -style purlin anchor e LSTH138, LSTHOSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PA118, PAI23, PAI28, PAM Strap -style purlin anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STH014, STHD14RJ Strap -style hold-down CEM ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30r2020 For direct inks to all SST approvals Riled below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mami-Dads Canty Notice of Acceptance INCA). 4jAAHFRF, 21 LB series hangers Top flange hangers available in width of 1-9/1 V' and heights ranging from5-W'to 15-1/8". 22 LBAZ series hangers Top flange hangers available in worth of 1.9116" and heights ranging fromg-3116" 10 13-1/8", 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 331rZ'. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/6" and heights ranging from 9" to 32-1 r7'. 25 MIT series hangers Top flange hangers available in widths ranging from I V16" to 5- 1/8" and heights ranging from 9-114" to 247 25 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 3-W" to 7-11W 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- 118" and heights ranging 9.114" to 32". F1.010860-R5 yegg,9 Product Modal. Number or Name 1 ABA44, ABA44R, ABA46, ABA46R, ABA56, ABABBR 2 ABU44, ABU44R, ABU46, ABU46R, ABU55, ABU5.6, ABU65, ABU66, ABU66R, ABU88, ABU88R, ABU1010, ABU1010R, ABU1212, A13U1212R 3 ABW44Z, ASW44RZ, ABW46Z, ABW46RZ, A13W66Z, ABW86RZ, ABW7-7 4 AC4, AC4R, ACE4, ACB, ACBR, ACES 5 BC4, BC46, BC4R, BC6, BCSR, BC8, BCS2-24 BCS2-316 6 CB44, CB48, CB48, CBeS, CBS8 7 CBSQ44-SDS2, CBS046-SOS2, CBSQ66-SDS2, C85088-SOS2, CBSQ88 SDS2 8 CC, ECC, ECCU Series 9 CCQSDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPTBeZ, C:PT88Z 11 EP844A. EP844, EPS46, EPBSB 12 EPS4Z 13 LCB44,LCBW 14 LPC4Z, LPCOZ 15 MP844Z, MPB68Z, MP888Z 16 PB44, PB44R, PB46, PB66, P866R IT PBS44A, PBS48, PWN 18 PBV6, PBV10 19 PC44-18, PC46-1e, PC48-18, PC64-16, PC66.16; EPC44-18, EPC46-18, EPC48-15, EPC84-18, EPC88.18 20 PC4Z. PC4R7, PC OZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ, EPC8Z, EPC8RZ 21 PPB44.4Z;PP644-8Z 22 RPBZ EH 0tt66-R5 Sao M Product Model- Number or Name 1 FJA, FSA 2 FRFP 3 GH48.8, GH48-8, GH48.6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-8, GHBS- 8, GH610.8, GH810.8 4 GLBSA, GLB5B, GLB5C, 01-1351), GLB7A, GLB7B. GLB7C, GLB7D 5 GLBT512, GBLT812, GLBT518, GBLT818, GLBT520, GBLTS20 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP70-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3.114" to 9-1/7 and W2 ranging from 3.518" to 7-1/2" Screwed column caps with WI ranging from 3.1 /4" to 9.1/2" and W2 ranging from 3.518" to 7-112" Concealed Post Tie Base Embedded Post Base Embedded Poet Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post 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 Glulam Bearing Plate Heavy GirderTedown Universal Foundation Plate Universal Rs6ofit Foundation Plate • Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3012020 ummFor direct Inks to all SST approvals Rated below, CLICK HERE For addRknaI i aatwnr wadingFI I o'sStatcold a Product APPr$yslam end Marn-0ado Coun bNotloa cif Acoli tance (NOA). SLrrx aRa•-. FL#f 0446-R6 2" Product Model. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 3 AP844, AP844R, APV666, APB86R, APB88, APB88R, AP81010, APB101OR, APVB44. Outdoor Accents Post Bases APV844R,APV666,APVB86R,APVB88,APVB88R,APVB7010,APVB101OR 4 APDJT2A, APOJT2R-4, APDJT2-6, APDJT2R-8, APVDJT2-4, APVDJT2R-4, APVDJT2.8, Outdoor Accents Deck Joist Ties APVDJT2R-8 6 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APL6, AP'T4, APT6, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam-to-Colurrn Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Tim 11 DJT14 Deck Jo6tTie 12 DS Dry Wall Stop 13 FC4; FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1; GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A.2, HIOS, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 16 HH4, HH6 Header Hangers 19 KBSiZ Knee -Brace Stabilizer 20 1.30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30,1_S50,LS70,LS9O Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.5e, LSSR210.2, LSSR410 Field Adjustable Siopeable/Skewrble Hanger 26 LTP4, LTP5 Tie Plaits 27 ML23Z,ML24Z,ML287, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Rod Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Taws Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL*10447-RB Sec # Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSOS3, DSC5RSDS3, DSCSL-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.2513.25. HHRC5.3713.12, HHRC68 6 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU25, LSSU28, LSSU210 9 TBE4,TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, TFIA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428.2 12 THAI1.81122, THAl2.06t22, THAI2.1122, THA1222. THAI322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2.5SOS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR • Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30/2020 amFor direct Inks to all SST approvals Rated below, CLICK HERE For additional Information regarding Flaide's Statewide Product Approval System and Maml-0aaa County Notice of Acceptance (NOA), CLICK HERE. FL#10456-R8 Product Modal. Number or Nama Product Description 1 Bf , BTS. BTH Brick Ties 2 CMST12, CMST14, CMSTCIB Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression/rensionStrap 8 DSP, SSP, TSP Stud to Plate be 7 H1, H10A, H2.5A, H3, H6, H7Z, HIS, HISS, H16.2, H16-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2-SDS1.5, HSS2.2-SOS3, HSS2-3SDS3, HSS4-9DS3 Heavy Shed Shoe 11 HST2, HST3, HST5, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQISKTZ,HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LST173 Straight Straps 17 LT82D, LTB40 Bridging 18 LTS12, LTS16, LTS1S, LTS20 Light Twist Strap 19 MGT Medium Girder Tisdown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA30, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883,MSTC8883 Pre -Bent Straps 24 MST126, MST136, MSTI48, MST150, MST172 Straight Straps 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS3Q MlTS30C Medium Twist Strap 26 NCA2x10-12. NCA2K12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 27 RCWB12, RCW914 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SPAR, SPB, SIPS Stud Plate To 31 SPH4, SPHB, SPHB Heavy Stud Plate TO 32 SS1.5, SS2.5, S53, SS4.5 Stud Shoe 33 Sr9, ST12, ST18, S'T22, ST292, ST2122, ST2115, ST2215, ST8215, ST8224, ST6236 Straight Straps 34 T820, T1327, TB30, T836, T842, TB48, TB54, TB56, TB60 Tension Bridging 35 TWB10, TWB12, TVVB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB10B, WB108C, WB126, WB128C, M143C Wall Bracing Product Description 1 C131-12.374.5, CB142.37x7.83, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63SDS, HGU5.25-SD,HGU5.50SDS, HGU5.62SOS, HGU7.00•SDS, HGU7.25- Heavy Hip to Ridge Connectors SUS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU700SDS, HHGU7.25-SDS, Light Slopeable/Skewabie U Hanger HHGU9.00SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410. HHUS5.50/10, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I-Jojs% 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 Spaoer-Restraint Variable Pitch Connectors ValleyTruss Clip 10 HUC01 81/9SDS, HU001.81/11SDS, HUCO210-2SDS, HUCO210.3-SDS, HUCQ310- SDS, HUCQ410-SDS, HUC0412SDS, HUCQ5.25SSDS6 HUC05.25/11SDS, HUCQ610- SDS, HUCQG12-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3V2020 For direct Inks to all SST approvals Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA), jr err LM FL#1145H-R8 ,RjLfi Product Model. Number or Name Product Desortatlon 1 HHUS2103, HHUS2104 Joist Hangar 2 HRS6, HRSB, HRS12 Strap Ties 3 HUCQ210-2-SDS, HUCQ2103-SDS, HUC0310-SOS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02SDS3, THG03SDS4;5, THGQH2SDS3, THGQH3SDS4 5, THGQH4-SDS8 Joist Hangar 6 THGVV33, THGW3-4, THGW4-3, THGW4A Joist Hanger FL#11473-R5 Sea # Product Modal. Number or Nama Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS, H18-2: H18-23 Hurricane Tie 4 HETA12, HETAI6, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAMID,HM9 Masonry tetrefit connectors 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3SDS2.5, LGT4-SD53 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, METAt6, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM80 Step Tie for Masonry 12 MTSM16, MTSM20, HTSMI6, HTSM20 Twist Strap for Masonry FL#[1496-R5 1121111 Product Model. Number or Norma Product Description 1 DTT1Z Deck Tension Tie 2 H012, H019 Bolted Holdowns 3 H03B, HD58, HD7B, HD95 Bolted Hoklowns 4 HTT4, HTTS, HTT53/4 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#13628-R5 Iftl Product Modal. Number or Name Product Description 1 SB518x24, S6718x24, SB1 x30 SB Anchor Bolls 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SST816L, SST82DL, SSTB24L, SSTB Anchor Bolts SSTB28L FL#13e72-R4 Sag S Product Model. Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, OS22 2 HR% HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24. FHA30, MSTI26, MSTI36, MST[I8, MSTI60, MSTI72, SfMST27, S/MST37, &MST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA30, 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 LTSI2,LTS16,LTSiS,LTS20 9 MSTA30, MSTA36, ST6215, ST6224, $TO, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC88; MSTC78, STS236 11 MTS12, MTSI6, MTS18, MTS20: MTS30, MTS24C, MTS30C 12 S181.56, S/B1.81, SB2.06, SB2,37, SB2.56, S62.68, SB3.12, S1133.56, 6183.e2, SIB4.06, SB4,12. SB4.28, S84.75, SB5.50 13 SBA2.1218, SBA2.12/10, S/BA2.12/12, SBA2.12114, SIBAC1818, S/BA4.18110, SBA4.18112, SBA4,18114 14 S/H1A 15 S/HD8S, S-1088, SMD10S, S/HD10B, S11-ID1% SIHD150 16 S/HDU4, S/HOUS, SIHDUO, S/HDU11 17 SfJCT. SIHJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twat Straps Straps 43 mil (18 ga) Straps 33 mil (20 gel Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 ga) Scapa 68 mill (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Hokdowns Hokdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/16" to 3J3/18" and heights ranging from O-1/8" to 23.15f18". Face -mount hangers Face -mount hangars available in widths ranging from 1.518" to 7- 3/8" and heights ranging from 5-5116" tD 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- If8" to 5.1M" and heights ranging from 4-314" to 15-3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9/16 to 7- 1/2" and heights ranging from 2-718" to 19-114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9116". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJ02020 For direct Inks to all SST approvals Nted below, CLICK HERE For additional information regarding Flo ida s Statewide Product Approval System and Marti -Dade County Notice of Acceptance (NOA), cn rrrt nRac 18 SLSV1,56, SLBV1.81, SLBV2.06, SILBV2.37, SLBV2.56, S4-BV2.68, S1LBV3,12, Top Flange Joist Hangers SILBV3.58, SILBV3:62: S1LBV4.06. S/LBV4.12, S/LBV4.28, S1LBV4.75, S/LBV5.50 19 S'LTT20, SDTT24 SMTT14, HTT4, HTT5 Hokdowns 20 SIMST60, SUST72 Straps 118 mil (10 ga) 21 SP4, SPS Slud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, OTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13W4-R5 $1" Product Modal. Number or Name 1 CCQM3.82-SOSHOG, CCQM4.82-SOSHDG, CCQM5.50-SDSHOG, CCTQM3.62-SDSG, CCTQM4.82-SDSG, CCTQM5.50-SDSG, CCCQM3.82SOSG, CCCQM4.62-SDSG, CCCOM5.50-SDSG 2 ECCLQM3.62G4Cr, ECCLQM4.62G-KT, ECCLQM5.50G-KT. ECCLLQMD3.62G-KT, ECCLLQMD4.62G-KT, ECCLLQMD5.500-KT, ECCLRQMD3.62G-KT, ECCLRQMD4,62G- KT, ECCLRQMD5.50G-KT 3 HGUW.25, HGUM5.50, HGUMTOO, HGUM725, HGUM9.00 4 LGUM26.2, LGUM26.3, LGUM28.4, LGUM28.2, LGUM28.3, LGUM28.4. LGUM210.2, LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3.12/11.25, MBHA3.5W.25, MBHA3.5619.25, MBHA3.56/11.25, MBHA3.56/11.88, MSHA3.58114, MBHA3.56/16, MBHA3.56118, MBHA5.50/7.25, MBHA5.50M.25, MBHA5.50VII.25, MBHA5.50/11.88, MSHA5.50114, MBHA5.50/16, MSHA5.50/18 6 MBHU3.5809.25, MSHU3.56M1.25, MBHU3.56/11,88, MBHU3.58114, MSHU3.56/16, MBHU3.56/18, M81-11.15.50/9.25, M8HU5.50111.25, MBHU5.50111.88, MBHU5.6Qf14, MBHU5.50116, MBHU5.50118 FL#13975-R6 Sao # Product Model. Number or Name 1 SDW22300, SDW22338, SOW22438, SDW22458, SDW22500, SOW22600, SDW22W8, SOW226U 2 SDWC1SM. SDWC15800 3 SDWH19300D6, SOWH1940ODB, SDWH19600DB, SDWH198000B, SDWH1910000B 4 SDWH274ODG; SDWH276DOG, SDWH2780DG, SDWH2710DOG, SDWH27120OG 5 SDWS16212, SDWSI630% SD0616312, SDWS16400 8 SOWS19800, SOW,919712, SDVVS22400,SDW522500,SDWS22512, SDWS22OW. SDWS22800, SDWS22900, SDWS221000, SOWS2211100, SDWS221200, SDWS221500 7 SDWS22300DB; SDWS224000B, SOWS2250ODB, SDWS228000B, SDWS22800DB, SDW'6WI000DB 8 SDWS22312DBB,SDWS22512OBB 9 SDVM730OSS, SDWS2740OSS, SDWS27500SS, SDWS276OOSS, SDWS27800SS, SDWS27100DSS, SOWS2712DOSS 10 SDWV13400 11 STN22 FL#15363-R3 JK1 Product Model. Numberor Name 1 AS 18, AS 18S5, AS 18SO 2 AS 20HS 3 AS-20 4 ASHP Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDVJC TRUSS Screw Strong-Drive,SDWH TIMBER-H EX Screw Strong -Dove SDWH TIMBER-H EX H DG Screw Strong -Drive SOWS FRAMING Screw Strang -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description 18 ga. Truss Plates 20 ga, High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector FL#15730-R4 agffi Product Modal. Number or Norma Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fastener& threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVLS-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete • Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30R020 MMFor drect Inks to all SST approvals Rated below, CLICK HERE For additional tmdmtatlon regarding Flalda's Statewide Product Approval System and Maml-Dade County Notice of Acoeptance (NOR). COCK HERE_ 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.5/8" to 3 9116" and heights ranging from 45116" to 11". Concealed flange version (HUSC) availabtefor models having width equalto or greater than 39I18". 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" ro 3 518" and heights ranging from 9-114" to 18'. 13 LGU3.25SDS, LGU3.83SDS, LGU5.25SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z, LUC2102 Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 5/8" and heights ranging from 3" to 10-15116'. 17 MGUS.63-SDS, MGU6.25-SDS, MGU5.60-SDS, MGU5.62-SDS, MGU7.00-SIDS Faos-mount hangers 16 MIU aeries hedgers Face -mount hangers available in widths ranging from 1.9118" to 5 1/8" and heights ranging from 6-1516" t D 19 11T'. 19 MUS28, MUS28 Face -mount hangers 2D SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I- 9116" to 3;gV18" and heights ranging from 3-1I1 &'to 13-3/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly acute fisngs is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 6"and heights ranging from 2-5W'tD 11.114". FL#10S87-Re R- ea # Product Model. Number or Name Product Description 1 BA sari" hangers Top flange hangers available in widths ranging from 1 Vie" to 7- 1/8" and heights ranging from 7-1/8" to 3W. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/8" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 Zip 3- US" and heights ranging from 7-1/4" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- W" and heights ranging from 9-1/4" to 24". 5 E05, EG7, EGO series hangers Top flange hangers available in v4dths ranging from 5.1/4" to B- 7/B" and heights ranging from 11" to 32-1/Z'. 6 EGO series hangers Top flange hangers available in widths ranging from 3.518" to 7- 1/4" and heights ranging from 11-114" to 32'. 7 GLS series hangers Saddle hangers available in widtts ranging from 31/4" to S-7X' and heights ranging from 8-1/2" to 26". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-14' to 7- IfS" and heights ranging from 11"to 32'. B HB series hangers Top flange hangers available in widths ranging from I -W18" to 7- 1/2" and heights ranging from 8" tic 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-718" and heights ranging from 10-1 /7' to 2W' 11 HGLT series hangers Top flange hangers available in widths ranging from VX'to 8- 7/8" and heights ranging from 7-112" to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-14' to 7- 1/8" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in w+dths ranging from 2-5/18" tD 3- 9/18" and heights ranging from 18" to 26'. 14 HUSTF series hangers Top flange joist hangers available in widts ranging from 3-1/8" to 3-9/1 Wand heights ranging from 5-3/8" to 13-11W. 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1.9116" to 5. 1/2" and heights ranging from 3-7116 to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9118" tD 7- 118" and heights ranging from 5-='to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 1/2" and heights ranging from 53/8" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 5/8" and heights ranging from 9-1/8" to 16'. 19 JB series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 53V8" to7.114". 20 J8A series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 9.3/16" m 13-118", Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For direct Mks to all SST approveis Riled below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), n r�s uca R 5 SET-XP Adhesive Anchor for concrete 8 Strong-Bolt2 (ST82, ST824SS, ST92.8SS) Strong -Ball: 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HO (THO-H, THD-HMG, THD-H4SS, THD-118SS, THD-CS, THD-CSSSS) Then HO Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Than HO Rod Coupler (rHO37634RC, THD50934RC) Then HD Threaded Rod Cduplerfor concrete 9 Titan HD Threaded Rod Hanger(THDBZ5158RH, THD837158RH, THD37212RH, Titan HD Threaded Rod Hangerfor concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLNI C 30-R8 A # Product Model Number or Name 1 AT.XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Tiled 2 (T7N2) 6 Titan HD (rHD-H4SS, THD.HBSS, THD-CSBSS) 7 Titen Turbo (TNT) FL#16937-R3 Alta Product Model. Number or Nama 1X34B1016-SK,Xisioie,X1B101S-4K,XQ1S1Di6,XQiB1016.4K 2 XLQ'1I4T1224,XLQ11481224-2K 3 XM0114SI224, XM011481224-2K 4 X0114S1224, X0114B1224-2.5K XI14S1224, XQI12S1224, X0112B1224.2K 5 XU34S1016, XU34BI0165K uoa # Product Model. Number or Name 1 DSSCB43.5, DSSCB48, DSSCB48, DSHS 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1016, FPHSD34B1018, FPHSD34B101B-5K, FPHS034S1214, FPHSD34B12l4. FPHSD34B12145K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC8.25, MSSC2.25, MSSC4.25, MSSC8.25, MSSC4.25KW, MSSOO.25KW 6 RCKW3, RCKW5,5, RCKW7.5, RCKW3S, RCKW5.5S 7 SCB43.5, SCB4&5, SCB475, SC849.5, SCB411.5, MSC845.5, MSCB47.5 8 SCS32-SQT SCS82-5197, 5CS62-5/118. SC582.5/118 9 SCW3.25, SCW5:5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH3481414,XLSH7881414 13 X01S1018, X01 B1016-4K, X01S1214. XQ181214-3.5K, X07887224, X07881224-3K, X0114Si 224, X011481224-2.5K, XQ112S1224, XQ112B1224-2K, X3481016-SK, X1StO18, XIBIOIe-4K, X1S1214, X1B1214-3.5K 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 -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steelwfltr hex head, and 316 stainless steel with countersunk head. Tiled Turbo Screw Anchor for concrete or masonry Product Description #10-16 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #3 Drill Point #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head #1224 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Seff-Drilling, Topping Screws with #6 Drill Point #10-10 Strong -Drive XU Metal Self -Drilling, Topping Screws with #1 Drill Pant 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 Well Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head-d-Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Set -Drilling, Tapping Screws #10-18: #12-14. and Al 2-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N N Cn U L OCJL � O 0 C Cu "a .� 0 ^' Cn Al O O IQ _C) O c O U_ CU C) 4-11 CIOO .� Cn "a W O -02 �. VJ Q Z W J tV 4C7 4t'a 40 7_ 0- a L^` W Z ail o A C-) N Co X C Ri 11 CC o .0 " � C y eo m N as ep E c 0CC w Q 3 3 T Go % c � .� T en ci. C CD G. v i O w W V) \CU 0 CL 0_ U ^0 L..6� V'W^ '! CIO CLL 1 LL CU LLJ Q Z J Z Q J a - 10 SHEET N0. PA 13, MIAMM MUM nso'>rCOUNW PRoDuc rcamoL s£CTIUN 11805 SW 26 Streets Room 2N DEPARTraf M OF REGM ATORT AND EC NOI IC RESOMCES (RJR) ddinaL Rod dr 331752474 BOARD AND CODE AD31nMTRATION DrVIMN T (786) 3 U,2390 F CM) 315-25" NOTICE OF ACCEPTA.NCE (NOA) irvrraaa�ii.iessveerenoani PGT Industries, Inc. 1070 Technolo&y Drive, North. Venice. FL 34275 SCOPE: This NOA is being issued u nder the applicable rules and regulations governing the use of constsuctionmaterials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used m Miami Dade County anal ondwarreas what allm-d by the Authority Haw-ing lutiAction (AFD). This NOA shall not be valid after the expiration date stated below . The Mianni Dade County Product Control Secdan (In Kam Dade County) a n*orihe AM (in areasother than Miami Dade Conn*) reserve the right to have this product or mating testes for quality assuranccepugmes_ If this product or material. fails to pedorm in the a ccepted manner, the, uAdurerwill incurtheexpense ofsuch testing andtheAH7tmyimmediatelyrcvohe, modify. or suspend the. use of such product or materiel within *eir jurisdiction. RER reserves the right to revolve this acceptance, if it is determined byMiami-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 hesein andhas beetsdesigned to comply with the Florida Building Cade, including the High Velocity Humcane Zone DESC'RiPno : Series u557012 770" Vinyl Sing Glass Dow (Reinforced) whso 91r & 130 cometrs-L.VI. AFPR{1v:ALLDQCL'I T:DrawingNo, 1D'1-5570ARerB,titled'TiayiSliding GlassDoor NOA (LM)",sheet 1 through 2 l of 21, preparedby mac t urer.. dated 10/05115 and last revised on O'f-101121, signed and sealed by A. Lynn Killer, P.E.. bearing the Miami -Dade County Prot Control Revision stamp with the Notice of Acceptance number ael expisviondate by the Mnanu Da&- CDunty Product Control Section. 1TISSILE DWACT RAT LNG: Largee and Small V. kst7e Impact Resistant Lirskations: 1- See table 1 (sheet 2) and table 2 (sheet g) for applicable SGD unit sizes, design pressures, reiufmarn nts t)•pes. glass types, sill riser (see tables B-1 & B-2, sheets 7-8) and anchor layout sheets requirements in 1 I thru 16 _ 2. Rigid White PVC, Tan (Non -white) Rigid PVC andBrofun coated (Painted orlaminated) white Rigid FVC to be iabekd per referenced NOA's requirements. 3- Egress operable doors must comply with min clear width or height per FBC re+qut, as applicable. 4.. Pocket walls under separate approval to be revie oed by Building official L wuN. G: Each unit shah bear a pemwnent label with the man acturees name or Logo. city. state and series and following staff: "Miami.-Dede Cottaty Plroduct Control Approved-, noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beenno ehw,r im the applicablebuilding codenegatively affecting the performance ofthis prodmcL TERM ATION ofthis NOA will occur after the expiration date or if these has been a revisim,or chup in the materials, use, and'or manufacture ofthe product orprocess. Misuse ofthis NOA as an endorsement of product, for sales. advertising or any o9wrputposes shall automatic ally temlivaie #his NOA. Fair to comply -with any section of thhis NOA shall be cause for *nninatian and renntial ofNOA. ADt'ERTLSE.MENT: The NOAnumber psecededby the words Miami Dade County. Florida, and followed by the expimtumdatemaybedisglayedm advertismghkwattue. Ifanypo tionoftheNOAis disphyed, then it shall be done in its entirety. INSPECTION A copy of this entireNOA shallbeprovnied to the userbyihe ummdacmwor its disc tamtass and shall be available four won at the job site at the request of the Building Official. This NOA revises & renews NOA 420-8420.05 and consists of thispage i and evidence pages E- 1. E-2, E-3. E4. E-5 & E-6 as well as approval document mentioned ab<nv- The submitted documeutatien was reviewed by Ishaq T C6anda, P.E. N'OA No. 214205.03 Expiration Datet April 14, 026 Approval Date:Usreh 15, 2021 Paso 1 PGT Industrit% Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB -RUTTED 2. Evidence Submitted under previous submittal A. DRAWINGS 1. Drawing No. 1ID-5570.0 Rev B. titled "Vinyl Sliding Glass Door NOA (LM)" sheets 1 through 21 of 21, prepared by manufacturer- dated 10. 05/15 and last revised an 04122120, signed and sealed by A- Lynn Miller. P-E_ B. TESTS 1. Test reports on: 1) Air Infiltration per FBC. TAS 20294 2) Uniform Static Air Press = Test, Loading per FBC. TAS 202-94 3) Water Resistatue Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressuze Loading per FBC, TAS 203-94 along with marred -up dsaw-ings and installation. diagram ofall PGT Industries, Inc. representative units listed below and tested to qualify Dowsii 791 and Dowsii 993 sihmes, prepared by Fenestration Testing Laboratory, Inc., Test Reports No-: FTL-7897, PGT PW5520 PVC Fixed Window (omit 6 in proposal), dated 003114 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alam Outsw•ing 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 PW7620A Abe Fixed Window (unit 10 in proposal) dated OT13120, all signed and sealed by Idalmis Ortega. P.E. C. CALCULATIONS 1. Anchor verification caflculatiorta and stnucturai analysis- comply* with FBC 7t' Edition (2020), dated 04J22/20, prepared by manufacturer- signed and sealed by Anthony Lynn Kller, P.E_ 2. Glazing com lies a ith ASTM E 1300.04, -09, 42 and -16. D. QUALITVASSURANCE Miatlti-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kurarav America, Inc. fortheir "Tiosifolt- Ult•aclear, Clear, and Color PSB Glass Interlayer -, expiring on 07!08124. 2. Notice of Acceptance No.17-0808.02 issued to K:urarac Amerka, .Inc. fortheir "Sea tyGGlasI (Clear and White) Glass Interhyerf', on 07104173. 3. Notice of Acceptance No_ 18-1106.10 issued to Vision Emrusionns Limited for their "Brown Coated (Painted or Laminated) a°hite Rigid PVC Exterior Extrusions for W- endows and Doors", expk* on 09/30124. 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and liter shades (No"Thue) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 1229/21. bhaq I. C7tands, P.E. Product Control Unit Supervisor NOA No.11-0209.03 Expiation Date. April 14,2026 Approval Dade: March 25, 2021 E -4 PGT industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA A. DRAWINGS 1 _ Manufacturers die drawings and sections. (Submitted under A10A A'a 11-0107 04) 2- Drawing No. MI3 5570.0, titled 'Vinyl Sliding Glass Door adOA {iW, sheets 1 through 21 of 21, prepared by manufacturer, dated 10,+05115; with revision A dated 04I05i 17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1 _ Test report on 1) Uniform Static Air Pr+esame Test, per FBC: TAS 2012-44 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with manned -up drawings and installation diagram of vinyl slicing glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 9717, dated 12X7115, signed and sealed by Idalmis Ortega. P_ E_ (Test report revised on 02l1546 and On4116) 2. Test report on 1) Air Infiltration. Test, per FBC, TAS -10294 2) Unnifatm Stag Air Pressure Test: per FBC, TAS 202-44 3) Water Resistance Test, per FBC.. TAS 202-94_ 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wit Ptee Loading per FBC_ TAS 20344 6) Forced Entry Test, per FBC, TAS 202-94 along wither up drawings and installation. diagram of vinyl sliding glass door prepared by Fenemation Testing Lab, Inc., Test Repent No. FTL 85-t6. dated I VW15, signed and sealed by Idalmis Ortega, P_ E. (Test report revised on 01104/16 and 02,1112016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 20294 3) water Resiamxr Test, per FBC, TAS 202-94 4) Large Missile act Test per FBC, TAS 20194 5) Cyclic Wind Passum Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 20244 along with marked -up drawings and installation diagram ofvmyl sliding glass door, prepared by Fenestration Testing Lab, Inc- Test Report No. FTL 8547, dated 12/04115, gpwd and sealed by Idahuis Ortega, P_ E. (Test report mised on 021151l6) 4- Test report on 1) AirInftltiation Test, per FBC, TAS 2.02-94 2) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Ma& Impart Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with inxiced�p drawings and installation diagram of vinyl sliding glass door prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 8548. dated ID04)15, signed and sealed by Idalnsis Ortega, P. E_ (Test report revised on 01.104116 and 02/11116). 1 s1-7 I L Im ".)., lshaq I. CJuumk, P.E. Product Control Unit Supervisor NOA INC 21-8255.03 ExpiratiosDstet April 14, 2026 Approval Date. March 25, 2021 E -1 CGI Windows and Doors, Inc, NOTICE OF ACCEPTANCE; EVIDENCE SLBWrTED E. 3fATERIAL CERTInCATIONS (continue) 5. Quamex Part Super Spacer Standard cow with ASTM C518 Thermal Conductivity 0.881 BTU -in/ lit. =�, ASTM F 1249 WVIR Pass, ASTM D3995 Oxygen -Pass, ASIME 2190 I.G_ Durability -No Fog -Pass. (Submitted under prniovs AWA A'v.15 0409.05) 6. Quanm Part Duraseai complying with ASTM C518 Thertna. Conductivity 2-2-9 BTU-iw br= ft=-°F. ASTM F 1249 WVTR-Pass. AS1M D 1434 Argon Permemm-Pass, ASTM E 2189 I.G. Durability No Fog, ASTM E 546 Drew Point Development 20°F in 48 hrs. (Suhm ftted under AIVA Ao 15-040I! 05). 7. Vises Exttu.sicros, Ltd. Parts compi)ing A-ith PVC-AAMA 303-13., Voluntary Specification for Rigid Polyvinyl C'lrlaride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenesbation Exterior Prot Certification Ptogtam. (Submitted under IVO 4 A'a 1S- 0409. #5) 8_ Vision. Extrusions- Ltd- Parts complying with PVC-AAMA 303-13_ (Subm ib'ed under NOA No. 15-046 05) 9- PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Cb oxide (PVC) Exterior Profiles for Vision Extrusions, Ltd_ VEX-1 by AAMA Fenestration Exterior Profile Certification Progtani. 10. Notice of Acceptance No. 18-1217.14 issued to End Fenestration: Soktiom, USA, Inc. for their -Tan 3040 & light shade (non- e) ►A rite Rigid PX'C Exterior Extrusions for Windows and Doors", expsting on 02/04.21. 11. Notice of Acceptance No- 184122.02 issued to Emerg,i Fenestiation Solution, USA, Inc, for their semen ""like Rigid PVC Exterior Extrusions for Windows and,Doors', expiring on OMK3. 12- Notice of Acceptance No- 20-0203 03 issued to Energi Fenestration! Solution, USA, Inc- for their 'Bronze &light shade cap "coated X%%Ite Rigid PVC Exterior Extrusions for Windows and Doors", expiring on04,16r25. F. STATEMENTS 1. Statement letter of conformance to FBC 7+ Edition (2020), dated 04r22.20. issued by nanuifactnsrer, signed and sealed by Anthony Lynn Millet, P.E._ 2. Statement letter of no financial interest and of independent, issued by nxtaufwtuver, dated 04;18/20, signed and sealed by Anti WLynn Killen; PE. 3. Private Labeling Agreement document between PGT, dated 0313CVIS and signed by all involved parties, G. OTHERS 1. This NOA revises NOA## 17-4424 06 (PVT w/CGI) and updates to FBC2020 (7& Editiou, expiring 04121121_ 2. RERTest proposals #19-1155 dated OV10020 approved by IshagI_ Chanda_ PE. expiring 04114.21_ E -5 ldmrA L Ganda, P.E. Product Conbvii Unit Supervisor VA No. ii-0206.03 Espi€anon Date, April14,2026 App royal Da te.1"rch 25� M1 PGT Industries. Ittc, NOTICE OF ACCEPTANCE: EVIDENCE SUBAffr €D B. TESTS (continued) 5- 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 Wind Pressare Loadingper FBC, TAS 203-94 6) Forced EntryTest, 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 8549, dated 11.Ddi 5, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12104/15 and 02JI 1116) 6. Test report on 1) Air Imfiltration Test, per FBC, TAS 202-94 2) Uniform Static Ain- Pressure Test. per FBC, TAS 202-94 3) WaterResistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 AM with marked -up drawings and installation drag m of vinyl sliding glass door, prepared by Fion Testing Lab, Inc., Test Report No. FTL 8552, dated 12104115, steed and sealed by Idalmlis Ortega, P, E_ (Test report revised on 02/152016) 7. Test report on, 1) Uniform Stag Air Pressurre Test per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressw Loading per FBC, TAS 203-94 along vnth maked-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 6639 (maples A-1 thru A-22), dated 11A9/10- signed and sealed by Jorge A- Canso, P. E. (Submitted under NO.4 No. 11- 0107. 04) 8 Test report an 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 20244. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadngper FBC, TAS 203-94 6) Forced Entry Text, 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 6337 (samples A-1 thru A-5), dated 12,W!10, signed and sealed by Jorge A- Canso, P. E. (Subm&ad under A10.4 A'o.11- 0107 09) C. CALCULATIONS 1 _ Anchor vesifcation calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12109/15and last revised on 02115116, signed and sealed by AnttumyL. Miller: P.E. (Submitted under A'0.4 Xe 151210 01X 2. Glazing dies with ASTME-1300-09- Ishaq L Chanda, P.E. Product Control Unit Supervisor NIOA No. 21-020-9.03 Expiration Date- April14,2026 Approval Dates March 2-5, 2021 E PGT Industries, Inc. NOTICE OF ACCEPTANNCE: EVIDENCE SL813E=D 3. New Evidence Submitted A. DRAWINGS 1. Drawing No_ MD-5570.0 Rev B. tithed "Vinyl Sliding Glass DoorNOA (I.M)", sheets 1 tbrouglt 21 of 21. prepared by manufacturer, dated 10/05115 area last remised on 0210121. signed and sealed by A- Lynn Miller; P.E. Note: this revision consists replacement of same Misting installation screw with flat head. B. TESTS 1. Nonce. C. CALCULATIONS L. None- D. QUALITY ASSUFL4,NCE 1. -Dade Department of Regulatory and Economic Resources (RER)- E, MATERIAL CERTIFICATIONS 1_ Notice of Acceptance No.19-0305.02 issued toKuraray America, Inc. fortheir "Trosiifoll Ultraclear, Clear, and Color P`B Ghss Interlayers-, expiring on 07108I24. 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. fortheir "SenteyGlasZ (Clear and Mike) Glass Interlayers", expiring on 07104123_ 3. Notice of Acc eptance. No.19-1106.10 issued to Vision Extrusiom Limited for their `Brown Coated (Painted or Laminated) Vild a Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09430PM. 4_ Notice ofAcceptance No.19-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non- ► i ) Rigid Celular PVC Exterior Extrusions for Windows and Doors"', expiring on 122921. F. ST ATEXff_N'TS 1_ Statement letter of conformance to FBC 716 Edition (2020), dated 0210121, issued by mannlfactulner, signed and sealed by Anthony Lynn Millet, P_E_ 2_ Private Labeling Agreement dated 03MVI between. PGT Industries, Inc. and CGI Windows and Doors Inc_, signed'by Dean M. Rondo, F.E., V.P. Engrg, on behalf of both Gies. G. OTHERS 1_ Innis NOA revises & renews NO-0 20-0419.05 (PLA w1CGI� eapring 04114/26. 2. The cuarent associated PLA CGI f9e #21-0205.01, otpking 04/14,2.6. E-6 15t.7 t, Z4n1, Ishaq L Chanda, P.E. Product Cantrvi Unit Supervisor NOA No. 21-0205.03 Expiration Date: April 14,2026 Approval Date: Arch 1& 2021 PGT In4wtrie%Iuc. NOTICE OF.ACCEPTANCE: Elt-ID►ENCE SUB3IITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Rees (RER)- E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 1"5 529.14 issued to Vision Extrusion Limited for their ``N%Ikm Rigid PVC Exterior Extrlttssons for Windows and Doors'', dated 09,13/15. expiring can 09WI9. 2. Notice, of Acceptance No.16-0920,08 issued to Vision Extrusion Limited fortheir -17E 1000 Tan 202 and fighter Shades (Non-MWO) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12+08116, expiring on. 122921_ 3. Novice ofAcceptance No.15-tl-28.15 issued to Vision Extrusion Limited fortheir "Brown Coated (Painted or Laminated) NNWOe Rigid PVC Exterior Extrusions for Windows and Doors ', dated 08113115. aq*ing on 09130119_ 4_ Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their `TA_N3040 and Lighter Shades (Non -White) Rigid FA'C Exterior Extrusions forWindows and Doors" dated 09115/16, expiring on02r04121. 5. Notice of Acceptance No-1"712.04 issued to ENERGIFenestrationSolutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid FVC Exterior Extrusions for Windows and Doors" dated 09115116, aq)iring our 04/1&20. 6. Notice of Acceptance No-16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/10117, expiring on 02,28i18. 7. Test reports No(s). 10-002-792(A), 10-WM0527, 535753-09. per ASTME-84, ASTND 1929 and ASTMD-635. issued by EXOVA to Vision Extrusion for cellulosic composite immaterial_ (Submitted under A10A.Mo,11-010704) 8. Notice ofAcceptance No.14-0916.11 issued to Kurany America., Inc_ for their "Serit•t-Glastht (Clear and White) Interlayer". expiring on 07/04/18. 9. Notice ofAcceptance No-I&1117.01 issued to Kurmay America, Imc. for their Tr+a4.sifol9, Uitraciear, Clear and Color PN B Interlayers-, expiring on 07/08/19. F. STATF-11ZN'TS 1. Statement letter ofcomfonnanoe with FBC-an'Edition (2014) and FBC-+6mEdition (201-71 issued by m2r.uf2cturer; dated 08114117, signed & sealed by Lynn Miller, P.E_ 2_ Statement letter of no financial interest, dated 04118117, is� by manufachm. signed & sealed by Lynn Millet P.E_, 3. Letter of lab compliance, part of the above test reports. 4. RER. Test Proposal No.17-0397, dated 05/05/17, signed by Ishaq C'hmda. P.E. G. OTHER 1. Notice of Acc eptam No.15-1210:01, issued to PGT Industries, for their Series -557012770" Vinyl Sig Glass Door (Reinf emed) - L111". expiring on 04/14121. E -3 i °� � •- !� ��, hhaq L Chanda, Par. Product Control Unit Supervisor NOA. No. 21-020e;.03 Expiration Datet Apra 14, 2016 Approval Date: March 25,2021 N N O N OL L O Q � O 2 C CU -0 0— .CM 0 co cU 2 0 C = O U_ O .w Cn 'O L O L !Z H C -0 U) 4 a. a z Z W J M N c co W r o C e` o V CV 00 _N U)N N t O 4 3 N Y w y c � d .- CC �1: co � L d� t.7 . L C M � ? A E O 1� L O L� (D E CU Ca > O CL O Q Q U CL CL O LCU w Z Z Q J a SHEET PA 1.4. August 10, MIAMhL1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11803 SW 26 Sweet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.eov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33594 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 411, 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, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 20-0630.15 . cot�7Y Expiration Date: 09/11/2023 Og f Z o Z O Approval Date: 08/20/2020 / Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 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" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual jar Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. M[Aar, P.E., M.S. Pr uct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS B. TESTS 1. None. 1. None. B. TESTS C. CALCULATIONS 1. None. 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None, E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. z-yflelmy A. Makar, P.E., M.S. i elmy A. Makar, P.E., M S. Pr_ct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11t2023 Approval Date: 08/20/2020 Approval Date: 09/20/2020 E-2 E-3 4+ 1 N N � j O U L (D O 1-0 = C (U - O 0 C O CD CU O O R3 U_ p CU > .� Cn E O 2 -O "O .a _422 co ca.I— Q z z W J o > W ea. V o ca co 2.c o u. Ch- N co O a N d O A r N Y tit d " C C st 3 cO 3 � N 5 6f cc — O T C7. .= C E- O O. v i O .r Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS ,� 1. None. 1. None.42) F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ CU EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- �� A. DRAWINGS8. Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details'; sheet 1 of > Q 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Q LT461 Z titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L� revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on 0 January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS Q 1. None. D. QUALITY ASSURANCE U M M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O L CU w e my A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Q Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —� E-4 E-5 �- August 10, SHEET NO. PA 1,5 PRODUCT EVAL.UATION El!01 EbD 29-072R.BT 2 PBD�ICTi.VA_E.1'<IA77ON 1P 8'EPiO...- --i. -- 3 : I� EC+O �)DUcrI[VALI.:ATIONREPORT NO. 2Rd427.B2 2 PRODUC'TEVA_1j1ATjQBjU %dLjND 28A72782 3 1 L ECO ANC_ IN -_ TILLIT TEt3T11YG ®ENQINEERINO COMPANY - - 2.2• TES REPORTS: Large missile impact and fatigue load lasts were performed under Protocols TAS B MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shah be sMetly in accordance with General Notes and Components indicated on TItLIT TE8TIN0 i lNti1N!lRiNO CONICMIY -I---.----- - - 2.2 TEST REPORTS: urge misslle, impact load tests were erformed under SSTD 12-29 standard as P 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on yvAr l F0t A. TTLLIr, sic, Pa. LiltDCD(�aDI.CmD 201, 203 as r section 1626 of the Florida Buildin Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document P. E.D. , drawing ( ) e WALTERA.TT fl P t,l PRODUCT EVALUATION REPORT m.P.r 444667 per section 1609.1.2 of the Florida Building Code. Uniform static loads as per shoats 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D. , PLCAIr,-N, �6' 9 as per TAS 02 Protocol. Test reportsprepared b Hurricane Engineering & p p y g' n9 No.20-176. Anchor Specifications shall be as indicated on sheets 1, 7 and 21 of tLCA.LIP.W Na 13N?19 Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing glass shall be as indicated on Testing, inc., Reports # 96-589 dated 0$l09/1996, #98-570 dated 09118/1996, Evaluation 26, of Product Evaluation Dacurrlerrt (P.E.D.), drawing No. 20-178. Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William sheets 3, 6, 13, 14, 15,116 and 18 of 8, of Product Evaluation Document PRODUCTEVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 R. Moh er, R. Mehnor, P.E., Borla Moroz, P.E. and Henry Hattem, P.E. and Report No. (P.E.D.), drawing No. 20-178. P.E., Fenestration Testing Laboratory, inc. reports # 2032 dated 04116/1998 and dated February y 25, 2009, signed and sealed by Edmundo # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. AND CONDITIONS OF USE: DATE: July 27, 2020 Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, -LIMITATIONS loadings perProtocols TAS 201 & 203 as per section 1609.1.2 of the Florida 11,14ATER191..CHARAGTERISTICS AND SPECIFICATIONS' REPORT NO.: 2"728.01 P.E. and Henry Hattem, P.E. 7.1. Shag be strictlyBuilding in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Shall be strictly Yin accordance with General Notes and Components indicated On DATE; Jul 28, 2420 y on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 18, lndlcaied Gonzalez, P.E. sheet 1 and 2 of 18, of Product Evaluation Document P. (P.E.D.). drawing No. Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels 20-175. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Waiter A. TOR, Jr., P.E. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2000, Anchor specifications shall be as Indicated on sheet 1 of 18, of Product PRODUCT SUB -CATEGORY- Storm Panels 2.-&ITRUCTURAL ENGINEERING —CALCULATION 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 defined on section 1620.2 of the Florida Building Code. PANEL signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. f OKM-1318, dated December 1, 2010 signed Evaluation Document (P.E.D.), drawing No. 20-175_ PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Ghlebai Protection Products. LLG and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be installed Into poured concrete, concrete block, and 48W S.W. 51 Street 7.11MITATIONS AND CONDITIONS OF USE• MANUFACTURER: 4800 S.W. 51 Street section 1616 of the Florida BuildingCode. Calculations3. prepared by Jr.,P.E. ,Inc Inc., dated 11/03l08 and 03J12/15, signed and sealed by Walter A. Tillit, ., P. E. wood frame structures. Davis,DavieFlorida 33314 STRUCTURAL EN INEEtRIN� CALCU(,�iONB On 24 Gage Galvanized Steal Storm Panel for maximum panel length vs, design 7.1. Shall be sUictfy in compliance with General Notes No. 1, $ thro 14, indicated Davis, Fiorida33314 3. MISSILE IMPACT RESISTANCE.• wind load, as well as maximum anchor �. design wind load and penal length based on rational and comparative analysis, and in accordance with on shoal 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20.175 I. PURPOSE OF EVALUATION; Large missile Impact under section 1028 of the Florida Building Code, as per Product Evaluation Report po prepared by Wafter A. Tifllt, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-OW6719), 1. PURPOSE OF EVALUATION: This is a Product Evaluation R Issued by Wafter A. T1111t, Jr., P.E. (System (y it104 of the Florida Code. prepared by Tlltaoor prepared by TiReco. Inc. and signed and sealed by WafterA. Tlllit, Jr., P.E. This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. ID # 1906) the Global Protection Products, LLC, Rule Chapter No. Protection Intlsecdated signetionsd Inc., dated 1?li B/10 and 08127/13 (for this revision), signed and sealed by Wafter 7113Buildingor revisiCalcuon), A TAIlt Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES 81G20-3, Method 1 D of the Florida Department of Business and ProTessfonal Regulation. WIND LOADS RESISTANCE: a1"1"1t"'+AAArA c`L ,' .A:.!4'T' M aDepartment 51 G2fl-3, Method 1 D of the Florida Department of B uslneas and Professional Regulation. 3. MI 1LE IMPACT RESISTANCE; as defined on section 160.2 of the Florida Building Coda. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Q ,.• yti ; �CEN' •, $ 7.3. Product shall only be installed into poured concrete, concrete block, and This product is being rued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. _ _ - _ '; I ��__� 44167 -� -_ : = This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 202D Seventh Edition of the Large missile Impact under 1609.13 of the Florida Building Code, as per pa 0 p SSTD 12-99 Standard and TAS 201. )mood frame structures. been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Builds Code, the th the 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, -r = "`- �* * � er — Florida BUId1ng Code, and to verify that the product Is for the purpose Intended Product Evaluation Re port prepared by Walter A. TttIR, Jr., P.E. (Florida License and to vac that is for the n9 verify p purpose Intended at least equivalent to that q required by the Code. 14, f 5, 17, 18, 19, 20 25 and 26 of 26, Of Product Evaluation Document (P.E.D- , ) ?`t'' � STATE OF A `1ORID at least equivalent to that required by the Code. 4. WIND LOADS RE313TANCE: No. 4416 7). President of Tilteoo. Inc. (Florida CA-0006719). This Product Evaluation Report shall be Subject to review and revision In case of a Building Code change that may aRect Its limitations end conditions drawing No. 20.178. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on / do .. 'r!SSJONA4��G 'A�MrnnNAn `LN This Product Evaluation Report shall be subject to review and revision in case of a Building Code ng charge that may affect its limitations and conditions 24 Gage Galvanized Steel Storm Panel has been verified 20 sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 1$ of Product Evaluation Document (P.E.D.), drawing No. 20-175. Nglalluaq( p .B`f` ip..I. !lLjyj. Q� �•. ' Cft :;C9 2. EVIDENCE SUBMITTED: sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document VMTU D;1 TILTECO ADMON RECORDS U P. E. REPORT.20 %GLOBAL PROTECTION PRODUCTS, LLC Y 20 GAGE GALVANIZED STEEL 2. EVIDENCE SUBMITTED: 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. �- �7 2.1. PRODUCT EVALUATION_DOC.tJMENT(P.E�D.1: "20 (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 26 and 26 of 28, of Product Evaluation Document 2.9. PRODUCT EVALUATION DOCUMENT (RED), 24 Gaga Galvanized Steal Storm Panel has been verified for code compliance to —i- - ,_ "IX : * _ �� �- Drawinng No. 20-176, Wed GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-178. Drawing No. ZO-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", work as a non porous sts3mr shutter assembly, as per SSTD 12�99 Standard. WATLL pa iILTECO AD,MON RECOR081P• E. REPORT.201 OLotiAL P O�N P�S, 6(�{8 OE EULVANIZED ' Tilldt, Jr., P.E.; dated 07/28/2020. This drawingis an integral art�C ��Is Repo .tLLT nr Evaluation rt. 9 p Wl ' k p ...�`IAtlp It/4 Fy / shllit, 1 thru 18 of to prepared by TilThisteco, Inc,; signed and sealed by Waken A. Tilsit, Jr., P.E.; dated 07l27/2Q20. This drawing Is an into��attpIls ,♦enuN ,y�4Q1A. r! wri MEL STORM PAVIEL \DRM(GA20-175I REPORTI12D-07I � •. OR10 ,: � s �` ♦ r s/ C>. �Ha SONAI ��a�� taa�ERA:.iJ(Cj� ���'' �r'�'S'sP,.., ..•[/T '9 i Ev�uation Report. �a�`?' ^: "�f/j'y, .�� L��Y� \ 'E -� �F� _'�,C N �n�ulN,ulutL"" - t�CENs� :� = Y ��GENSS�' `-_- t ` 167ir_ -,? ��GEN �= - No. 44 i 67 = `r ' '«�1 • -__ = :-m 7 -Z� 7k4167 * _ _ / * STATE OF :. _ STATE OF jz / I S�tATE�O -. T -. 0,�. filOA,fOP •.•'t( "b FSs�.........• �� 6355 N.W. 36th Street, Suite 305, Miami, FlDrida 33166 - Phme; (305) 871-1530 yPibl; �tl $ I .,�ctc'••/ORI� •''�2rr 7hgSS/pNAI.E . "",' t,0'- fitORIOP•.•' ��+rz F 0\ 6355 N.W. 36th Swett, Suiroe 305, Miami Florida 33 ] 66 - Phone: (305) 871-�4 '�A1pfA(3f ,89�1-1531 yi Fs' co`�.yr`at a�, y/ONAI �� a wrrrne I IlmIt�+p / A/HIIHI(N't "11110,11A '141NN1HIIHN' M1. PANEL SHOWN ONTHIS PRODUCT EVALUATOR DOCUMENT (RED) HAS BEEN VERIFIED rOR COMPLIANCE W ACCORDANCE WON THE 2020 (71n EDITION) OF THE FLORIDA BUILDING CODE DES" WIND LOWS SITYL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CWF, FOR A WIND SPEED AS REQUIRED BY THE U1R6SOICTION WHERE THESE SNURERS WIL.i BE INSTALLED ANO FOR A DIRECTIONALITY FACTOR KI-O.35. USING ASCE 7-16 AND SHNt NOT EXCEED 11E /A4XIMUM (,A.S O DESGN PRESSURE PATNGS INOICATED ON SHEETS 7 WHOM 12. 14. 15, 16. T9 a 2D. N ORDER TO VON" THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASO DESIGN RIND LOWS BY MULTIPLYING THEY BY 0.6 N ORDER TO COMPARE THESE W/ WAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TRW 17, It, 75, 15, 19 & 20 IN ORDER TO VERIFY THAT ANCHORS ON THIS PE.D AS TESTED WERE NOT OVER SIRES=. A 33% INCREASE a ALLOWABLE SMM TOR Ws10 LOADS WAS HQL USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCMDARCE WITH N.D.S. 2015. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGMURNG At TESTING INC. RETORTS 96-569. 96-570 a 96-1730 AND FENESTRATION TESTING LAB NC., REPORTS r2032 a 02126 . AS PROTOCOLS TAS-201, TAS-207 AM TAS-205 AS WELL AS AERICAN TEST LAB OF SOUTH FLORIDA REPORT JIMI9.01-09, AS PER WAS 201. TAS 202 AND WAS 203 STANDARDS. 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-76 Nl°Y AND TEMPER. (UNLESS OTHERWISE NOTED)- SEE SHEET 2 3 ALL ALUUMINAI SHEET METAL USED AT CLOSURES SHALL HAYS 3105-H14 ALLOY. A ALL STEEL SHEET METAL PANELS 94ALL HAVE STRUCTURAL QUALM STEEL. ASM 06-653 GRADE 50 MNMUM. G-60 GALVAa2EO STEEL CESKNATIO, W/TY- W 5 w (AFTER ROUFD). 5 ALL SCREWS TO BE STARLESS STEEL. 304 OR 315 AISI SERIES OR CORROSION RESWAMT COATED CARBON STEEL AS PEN DIN 5001e W/ 50 AA MID STRENGTH AO 90 As TEN9LE SMENOTN A, SHALL COMPLY W/ FLORA BIWONG CODE SECT" 24I 1.3.3.4 e BOLTS TO BE ASTM A-307 GALVAIRM STEEL OR AM, 304 SEINES SIAINLESS STEEL WITH 36 Iw MINIMUM YIELD STRENGIN. 7 ANCHORS TO WALL SHALL BE AS FOLLOWS' (A) 12 E19$TBi' POURED eONGETE. - t/4'4 TAPCON ANCHORS AS MANUFACTURED BY I.TW BUILDO. INC (rim rc..3192 P.i.) - I/4. 4 A 7/e- CALK-N ANCHORS. AS MANLWACR/RED BY DEWALT INC. (MN. I'c-3000 ".0 - 114'4 A 3/4• SOUD-SET ANCRWRS. AS DISTRIBUTED By ALL POINT SCREW, BOLT & SPECIALTY CO. (MST, I'c.3000 Pi•) - /14-10 PAHELMATE FEW" IO & PANELYATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (AW. ro-335D Ps;.) - 1/4•F CF TAP-CRW AEH0RS. A6 MANUFACTURED BY IRU-FAST CORPORATION V-5600 Pu.) A I) WMWJY EMBEDYENI OF TAPCON ANCHORS WM POURED CONCRETE SHALL BE 1 3/4': 2• FOR PAM1,0 E FEMALE O AND PANE ALTE PLUS AND 1 1/4- FOR CF TAP-G WP ANCHORS. A2) CAX-N a SOLID-SCI ANCHORS SIVLL RE EMBEDDED 7/e• INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4. 9-20 SGRM USED SHALL BE 1 1/2• LONG MINIMUM SHOULD STUCCD CAW. NO 1' MIAMUAR FOR WALL5 WITH NO STUCCO. AND MAY lA HEADED SCREWS OR ALL THRFAM SCREWS W/O HEAD. 11111T WITH WING NRS. A31 N CASE ,HAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS, STUCCO OR WOOD DOARDS BE FOUND ON THU EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STPIKTUM BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED N A 1) AND IN A.2). (a) !aILT3M4&' OOCIE'F ao[N fthAAL C C-90. 1/,• • 7APOO/1 ANCHORS AS MWlFAC1URED B'R T T W BUILOFX, INC. - 1/4- P A 7/0' CAL9-W ANCHORS, AS MANUFACTNED IW DEn9LT NC. (MN. rc-15OO P.A...) - 1/,0 A 3/A• SOL"rr ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. (MR. 1'c-taw P.4•i.) - /TA -'a PANELAAff FEWUE 10 AND PAWLWTE PLUS ANCHORS. AS MANUFACTURED BY UCO CONSTRUCTION PRODUCTS (MIN rc-2071 P...L) AN _ I/4. 4 CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAS1 CORPORATION _1 1 it 0.1) WNIMW EMBEDMENT O TAPCON ANC HORS. ELM PANELNAITS AND CF TAP-GRN ACHOR, INTO TINE ." BLOCK UNIT BALL BE 1I/4- 9.2) CALK -IN a SOLID -SET ANCHORS SHALL TIE EIBF.00M 7/8' NIO THE CONCRETE BLOCK tR.F N) N NIO STUCCO SHALL BE PERMITTED '/A- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MMMW tp EXIST. AND I• MINIMUM FOR WALLS WITH 40 STUCCO. --C e 1Heus. 9) _C ORIM POURED, ED. COICTEII 1 uAA RA ro p .11 1 . B 3) N CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARD'S K FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG 004H TO REACH THE MAIM STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS NEMIONED IN B.I) AND N 8.2). (C) TO ElIt9I1Nc '1®iD. LYBL—am aa&M. L - 1/410 TAPCON ANCHOR$. AS MMAFACTURED BE I.T.W. BUILOO. INC - n14-10 PANELAATE FEMALE D AID PAINELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRIMOON PRODUCTS - 1/4Y LAG SCREWS PER N.D.S. - 7/16.6 . 5/9' WON BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT 6r SPECIALTY CO. C 1) MINIMUM THREADED PENETRATION RIO *DOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PAPELMATE PLUS AD PAWELALE FEMALE 10. C2) MINIMUM TWWADO PENETRATION OF LAD SCREW. INTO TOE WOOD FRAME tW SHALL BE - 1/2- 40 THIMAL)ED PENETRATION 000 STUCCO SHAL BE CONSIDERED AS PART OF THE REOUR D THREADED PENEWATHRN C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS. WO WOOD SHAUL BE AS RDICAM IN THIS OMWAC CA) MINIMUM PENETRATION OF *ODD BUSHING SHAY BE S/6• 1/4' 4-20 SCREWS USED SHALL BE 1 1/2- LONG WMWV SHOULD STUCCO COST. AND I' MINIMUM FOR WALLS WIM NO STUCCO CS) M CASE THAT PRECAST STORE, OR PRECAST CONCRETE PAIIELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 8041,11) SUCH PANELS ANONpRAOE SAAIl BE A5 tAEN1WdE0 N C.Y). C2) t C 4) (0) ANCHORS SHALL BE INSTALLED FOLLOWING Al OF THE RECOMIRTpAMNS AND SPECIFICATIONS OF THE ANCRION'S MAN WTAC UROW 6. PANELS MAY ALSO E INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 4 THROUGH 10 (SHEETS 4 THROUGH 6) EXCEPT "At HEADERS Q.Q) 94ALL NOT BE USED 9 IT 24AU BE THE RESPONSIBILITY OF THE CONIRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE MERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TQ CONCRIM BLOCK OR WOOD FRAMF BUEDNGS. $0, EACH REGULAR STORY PANEL WITH LENGTHS OVER r-e THROUGH 12•-4•, AS PER SECTORS 6, BIBLE . 9 e 10 AMC ALTERNADVES IPA. TEMAAT TO SECURE PANEEOW ON SHEETS LS we12 TH APPLICABLE REINFORCEMENTVELY. OURM PERIO HWMM E WARAINK NSNUCTING aWNER OR 11 THE NSTAUATIQN CONIAACION IS TO SEA./CAULK ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTRRUDUS CONTACT WITH THE BUILDING TO PREVENT WND/RAN INTRUSION, 12 STORM PANEL NVA VION SHALL COMPLY WITH SPECS INDICATED N MI5 ORAW"G PLUS A BUILDING AND ZONING REGULATIONS PRONGED BY THE JURISDICTION WHERE PERMIT 5 APPLIED TO 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P E D) PREPARED BY THIS ENGINEER IS GFNCR1C AND ONES EDT PROWig "'O.ATON FOP A SITE SPEOAC PROJECT; I . WHERE THE SITE COMRIIONS OrMTE FROM THE P.E.D (W CONLRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRCCUCI BASED ON THIS PE.D. PROVIDED HE/SIE ODES NOT OMYE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPOMSIBRITY. (c) THIS PRODUCT EVALUATION DOCUMEM WILL BE CONSIDERED WVAD B MOOMM (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED M A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGNEER or RECOM (LOR.I FOR THE PRO ECT AND *HID WILL BE RE9PONSBLL FOR Tiff S M WAXEN PROPER UOF T X D GINEER OF RECORD, ACTNC AS A DEIFEATED ENGINEER TO THE P.E.O. ENGINEER. SHALL SUSAK1 TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) THRP LO S DA� ORIGNK SEAL AND SIGNATURE a THE PRDF�ONAI. ER OF THAT ARED IT 14 SHUTTER MANUFACTURER'S LABEL S 4i BE LOCATED ON A READILY VISIBLE LOCATION AT STORY PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUNDNG CODE, ONE LABEL SHALL BE PLACED FOR EYEWY CFO", LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. NA rTILTS DRA9MR6 SHALL ONLY at USED 10 MAN PERMITS N THE STATE OF F1:. :.T/�! CA,_-/✓ FLORMU BUILDING CODE (Wall Wbe)tY Nwr,e4 INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR PANELS n A 1a STRUCTURES ONCRE ANDWIn ON CONCRETE OR CONCRETE BLOCK CO CNITTE AMCHM lIDRDCA[ D,IN s THAtOI10. 6) =(1Et 11 a 11agN 11 -._. r.D.--- _` CONCRIE ANOMM '� (NE $DGR" 9N 4 OUST" PITIED T__ , C 4 Ex,srRlG P0U*rD aHEETs • tNAa14N q , I c-A CINCAETE Rramood, LYH ^ ,.�111 cONC m REOLWOEb T I `:_ \ \\ ti -, I• MA.- -71 �T"`__.i-1II--F-tbA. 1t1 \ EDsrIRGPaIRm E °i ., 1 I p„ CDNORUE REOUNED - I a y :::.. 1 9 -1Rw IN s�b4p m i it 1 j Al .km , 01 a Wf., i t I ." I , - -.T- - w=_t 1 I I ' M 0R 1 1 I 1 1 O 1 I rF5 1 L / 3 I I II ' 1 1 a ��(..,�.. II I. .._ rwR WI 1 iafSTIHNG E.0 ' ��- 1 �%F'A�� - � I •j` ry�"&O.C.6 ED COCRETE i jig TAR . 1 yL I r EIUSFROG POU11D. CO"CI1flF BLOCK - I uv. OW • ' ( o Di( REO W= I t3 1M Wo t - 939 I _- J EXBTRAG PORED 01 s 1 - - - -- cllatcTE Y3/4•- _` Va LORn"Al REQUIRED. QED CONCRETE O i�D W/'V'Cs1wS 11 -4'. a O ow CONCOM ANDOM tw7KTr .... (tEE SGNm Ai ON sman 6 ON 9) , 9) �` B QT9 BST Pa 0N� a) s.EflS a THRONG. Ill •. TINa um 9r:9L Sic 'lIl '9rJli J/B.I• ��� , - - - _. -. �-j.__ .- ..... ..---- n` 6B :DUN 1 t 11 1 m 11AIs 1 N C! I r0 I It 1 11Q • . lO POND 3/4y RCONED. - ---ED - COMMMM AND4M TSU SOEOXE ON \1 gem a MROgH 0) cum hAq t go SCALE 3/e-Y 1; —± ` -I I' - a LED ®- , I tia"rV., b I uBN q1e. �:. 1t try• at . • ' I 11 m mmu I I--F� MST. tIMPAIIR 1 IPam I C I I . 1 � 1 I I 1 I I ' �o .) 1 I 1 I Mow POLIREp : La _ .r CONCJETE BL FL-4 REQUIRED sLOCK -,• Min. �.� —R�fR '� t" i Y O.G CONCRETE NN RONS \• raA Sa fORD1AE ON" � (BNms 6 TIRDIIut N u �j W T F'�'e P taA 1/ aAs in fflllLlf �QFtQltTltSi ALLEBd WILE I'll'. %4NNN�� MOUJIMNIG Jt ED. - EM DMIANCE (SEE SCHEDULE ON SHEETS 6 R B) NM MR =MMHAT O! OF SECn=; TOP & BOTTOM MOUNTINGS CAN BE P COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. COMPONENTS FOR REGULAR �t LIFE SAFETY STORM PANELS (SCALE 1/2-17 --___..-.-_._----___.._- __-_-.. _ - _. 15.190• (ttRAL Wom)--.---. __ - .. __ _- - ._.___ .- _ __.---_-___ - __15196. DOTAL WDTH)__. - _ - -.-__ __ ___. ___-____- _.._ ...12.500'(EFFECTIVE WOOD_-.____._.-_-.____.- ._..__._-.-_-----61/4'--.__.__-_.--__7 . I`_-_-_----.-.-_6.250•.._ __.- -._.- .-13p I�-1.350• 1. 'V.SDU• I.1 SOD" STUD. ♦. T-• :P • � ,'x 1 1 r .-_1.300•-- : ♦ 0.636• MRLakwmm THKX '_ 1.3w fie 1 ! - * �• -- RUN A-453 ( - O.o3a• YN. tH9E3X NENAEJ_)_: / {'^ ! CRIB w ND.IMLD i - C / I ' -(& 2.6S7• GALVAMM STEEL EDGE r * 1 � 4 2.55Y 0-60 OALV. EM / i 2 DOD• .2�(j f , TYP. 1 Amu _9" ` T____- .24'r , TYP.'I ��•'�D \ Gwce Io MNAAw CETA& `� HEIwED KTAL dT- __ EDGE \C-40 MY '7- EO(JE ` Lg7Aa A 1 . 4e.B LSTML A 46.6- lll._------------- -------- __ -1 -.-.---. ____? Ao ._ _.... _—__..._6.230- _-__.,._ I'M. O STOR'1-PAN - ® ENDS PANEL 11I" - _ �25' tlI 125• 1/4-M 1/4Y-Zlx A4192 S FAA! LM � .100- YW W/ HERDED EDGY t h,�:w 1m - .750' ..- �.ri.;___-�, _1 i 1ESPALIS GIE INrE+FD ro�AWORDS WOW KnL a'�' - .750 ;^ ! T(1 !a,/Y aD.<�____ O.OB'l.375' 93'2.,25• 2.000' 1.SO0' ! t.500' 0.076• SOF 1 2.125 1 I -Ft '1 I...1237 °Elva-._..._1 / 375I 7S I I._ _ )t25- y ' ISOMETRIC VIEW DETAIL A l_ ` .-.2.aoo- 2 Do0 RDUNDED CORNER a ENDS Or PANEL'S END LIP W/ HEMMED EDGE. O "h" HEADER 0 "U" HEADER O4 (9 ANGLE WITH STUD (NETS) REVERSE STUD I ----i wWD , SEE NT. f„a 1/t4 . 2/14 U.3M• _ ryP. 70P EDGE J74• 096• 374• �• Y 1 _., .. _',3pp' (_. OF PAEL i teB -t_ j.___t r '-+-�l!0' 7B0•*3/S�STW70'IU RD10 __ - 1 ' 7BB 12y 1.407'T.OBS' �.t Sr' U��, -.34A W1 � tii0-•.656'-i ! ALGOL • 12 1/t' O.0 I -.. � -- . ... .. - 1.34] R.Oe2' •E,� LS00 v F� 15i HOAE 109 \ :093' 'FD. T Oi6• �, EVft1Y PANEL ♦OVEHIM - \J95Y !e_ (IR - Rea OM' .OBIT• l_ _ -.._ 1 1 __ _..... ) 2.000•-- - __".) 7.�• O KEY HOLE WASHER - _..063- © "F" TRACK ANGLE ® a318 "F. TRACK ® FLAT PLATED DAL0,036- VANI2FDMNn II -I &...t 094• ( ,UA,NNNY.._ WITH STAID �344•P �' NA Td((/"Wl wA 1Y oKG T P� ••......• .37SY0 -875•� ( - - L- - - .: , 8 *No, 44167 `• 1.375 • __I I*; * :* FLORIOA BUItDINO CODE h YNoc TI - In r". K ' & °F ML =I.., STATE : , 1am "'m INC 20 GAGE GALVANIZED STEEL STORY I KEY HOLE O,r •• 0 �.. �4R _. ---2.00D•- ..- . \_ . lki ® AT PANEL Fs % PROTECMN PROOUC 3 8 2'XTYt 4" N J '� E C O INe. NMo IV. SI snw O I ALTBINATNey. USE am NUT W/OU7 1 e DAH1t. R. w/4 u, atw k r oA. - I a ,il N,M NEW[: (W}iw-79q, EA: N6A)eN-M ALLUNUM ANGLE • 7/9Y+5 WA9NU*/ ADW04AL(S0MRt55 w... OMM __AAA. r.. ONR an-•m W WN r E7TFL OW .Dr. %ARD STQ1J. .E 70W/Yt01MT1ME/,IAW WW1! pal 111 tl.. PE PA. INSTALLATION DETAILS FOR REGULAR PANELSQ) & CIA END aDSM DETAILS FOR INnNIATION IN POLED CONGEiE. INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONClEtE 11= OR Yf M EpA1U-N Oa PVICUAM FRME I0, comoo c ANCHORS ,�/1L•1�y-Wo.vWy�ua/g� VAUD FOR Rli>UAR. LIFE SAFETY MO E-Z HANG SiC>filEi ME SY MA 1 - OABytM41E "A (N Cr TAP-cw DBE saEOAU ON 1RFG MR 6' P 02 - --�- If�u �At ON 9HIHT e t 9) SEERS s T141aAT1, 9) I`1''-'MNn. 7 fr_ V2 M.o t C9� * am"'N'°P,a�Fm"WLH,f-I rr1 I E.D._ i ,�...AeW�"'�r- Ii``.:/-'LL'Y CAT,1ED,IARFD. I 3 • s*EA i / ,vim: _' _ -1 L---0.4 I I a r -'" I EXISTING POURED I I PrsH''i.AZ_ - R r'w � L °N ,I+• tI,7Ps I - i CONCRETE ORooX I � an"�"AM.t"W"t ) A R - - -' I :.. I REQUIRED. I 1 ti:l % L:._ 1 I ,-..�.L- -J I I 1 i � fPLAJ1) O y v �W NN I f _I _. J l _.?_u ____._.._ _.. _.-._ _ SCALE.11.11L'_ ,MnWA•F N>r I K-1 4'.-WIN" .. �y 1 I Ry CAM R (PUN) 1 h�DiNaI R ads- 1 I rh _71/L' SCAE 3/16-I'MMAp� 'MCTOMRj MY i I 4•Y, . Ir 4 PP,,.t4 tH w. �W, U,1p/•,1i111 a'II'A',,. r _ - `I9A OAAAt+d1 I Aa.l, 4 ,r MAP = • Ir Os ' m ate` j I '° — I f j '�`o'°°'." 1(�° r I WIN,I.r.aP I 1 A I T 1 p ,�ru•PYr. • W 1J 1. '..;.{ ; i I ,o i 3 1[N :ill w"miM �" P r .1 ``'-.f cap" poom _ E D � 4 •,..., " I M.. Fr \— wP'�'�P WIm>�_ nwl - /. /Yp•FA��SyL iRA� 'EO'"® aOEA 1 COCOA EEfOi - CD - ' _._--. - 1 so" /TMI SOKE J t l' co'c'vc on CASED (PUNT I REQUIRED. : CONCRETE BLOfA( t/2` ---�iIILT:S7 V�`•y,'"yAy mI"'mF 12111le P F���R. $�� rxK-N OR FWREUMTE _ __` _ _ .. ) ! t - -i /} • J/4- WM AUrt .- t' 9l '- :":: ` \ ...._:1 �Rm "te n. Ss iWPPA A � P j FLA on O NOD-q�w CPFCIEIF MIC,OM _- - _.., ` 1 -,' WN• _ _ _ fsQ SCHIM" OR '✓ mmvw)ON WA to Y SHZM 9 TMOI6HR 9) �N SAL I.Mt SGAE 3/M1• SCALE 3/B-I- ,—OM'• weReR'pAWO" a... A ,I il.,A.A�O.. HaIR• EDGE OF tE15TWr. • A1LW I• WIDE = UTARES = //e' ED. P EDGE dSTANLi - r� AA."., oe.11- sF A'WI RIC, OPFJWIA� THICK ALUM TURD OR 1' A (SEE SCHEDULE ON -OWING Gh (PLANE ' _ EXSTING STUCCO/ Pi WOOD PLATE SPAM :� SHEETS B h 9) -- SCN.E 3/1MI' - WOOD MAD CD , * FEW 1' WOE A VARES A 1/6' f I 1 �������. ALUM. TUBE OR I' . VAR" . / I i / ."1 0 T� TE SPACER I TOP & BOTTOM MOUNTINGS CAN BE ti " CONCRETE mm3cm : - I COMBINED IN ANY WAY TO SLUT ANY cA4s E (PLAN) ,.i I • • IEEE Stnmutl ON � r, I INSTALLATION. SCALE 1/16-1' + L SHERD a IlIR01p nCJ c% ' IRACK C.M Ep A. 1 ExISTND ✓ FLORIDA BUILDING CODE (Moto Vela NIM1cam >—weaE WAtO6 COR�.7E °If -- -y Ma Wwn AKOK B A'. �: (Ea s01MaE 1 i 2' Y1n. CONCRETE BLOCK ':;� t'CIYLNam V= W O TOW "m "1g0. SIC " a WQt a e q 3� lAN . REQUIRED. 1s,ri'f I4w a itD 4416E 20 OA(K GALVANIZED 31EEL STMaE PANEL ay,�, 4. SECTION X-X I * : * i- . - _ - +�'' �� a m SCALE 3/•-'` r� $ TE ` ' RETAIL FOR SPACERS REQUIRED AT TOP OR ail'• IL ECOINe.GLOBAL �� � °` si� p . -• 4sG0 LR b, OIQT BOTTOM TRACKS ADJACENT TO STUCtX1/VI BANDS tx�Fe,, RID ". 6ee. ti M. 20- aw,.-a, r w " W�mo-r• n-aaw nIQK[: (w)"I-TNb. Fa: PA)AWF . 1/4, 2/4, 3/4, 4/4. 5/5. 7/5. tw/10. 2W/10, 3W/10. 4W/10, 6/5 SW/10, BW/11 7W/11 J• MA% ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 06 9--__ r MAX '-I, MIN _-- FOR WOW SEE SECTIONS ON SHEETS TO a T1 -- . i, MN. a O O D.M..O.O. 4@+@ FT -',- -'--I- _r__'r__-_-T T"_-e..T I i -Y l- -I--,- T.. _..--'I i TFUl k I IEll 1 1 f I_i_1_i___l.�-`n I__.I_ ,' 3 -I. _.-1 i. .1 I__L �_ EO 1..._._-I_.-f_ `_I''T- I j T T- �r-_. _ ._T [T-1-1-_- f iI-_.i I_t� I 11 11 I �4 I I i ! UNBOLTED PAB.l.S ' I i I SIXTED PANELS W/ 1/4W-2OAi•_ _ _ (SEE £' AS 1 ' WIN N.S. BOLT . OVER7/0'LAP A 3/32' r (SEE UTSSEC a FA APPLICABLE) 2 I , I I :(SEE ACTIONS AS APPLICAaIi) _! i _ ..� I_ i , 1-1--_-i- - _-� , �- L _ L 1 _; _ _U 1 , i -1 TI T i f� -_ i .'..' - IT�_� �� __ E� I i�� I:j , l I ! 1 4. _I I - -I i__�_I - ®•®'O/ ' 1 , D.M.. - -f iol - +a -- - to e (��Q��f��� MIN /?-rW- 1/4. 2/4. 31W/10. 2W/10, 3W/10. 4W/10, /. SW/10, 6w/11 k 7W/11 L____ - _ .- -.._._.. __- ANCHORS FOR FOR WOOD CONCRETE SEE SCHEDULE ON SSHEUS B & 9- ..-. _------- _.- SEE ,/4. , VAX. GAP 2.6r 1/• &A - CAP Deft CA16AP -1 "HOE NLELY) E - 14411f79�Na n1¢aFKIS * e *ATE �.v, I L E C O root. INTO @ EXISTING OURED CONCRETE OR CONCRETE BLOCK P�STRUCTURES .. __ A,rANoab� MINNOW GNCRETE BLoac OLARM Ea.Dac T (SEE SOFDAr ON - ARICHIOM __. "rAgM - �1 "1 QONG EK7W[[OUIt aN ow » i 51REt 9) S.QT 9) \ •` I I i E i ED E�. �• LLL �1 : , "�j ; i .,_� � -, A3 4:i, ` `` ; i �; I I V TAta. CAR I I i c'•mmAt..p i I 8 o Y T I 6N DUCT q F[�, I .aR 61 ; i 1-FJEL 77 It/4Y-7a1' 1' $ i 1/41R-2G t' 1 NI ss/t'Ueal9 . - S/.MUTE W 1 (NATIIXM ' IoaA ' L _ __ 3 L _ __ _ _: _ _ R _ A.___ - - " 'rW I _� ; _ 1 1 O�R� IF-W 50% 22,14 W, I r /�, of t` I °iiAa /eWA SY E MI i t"Ll: ---- , , -,,/4• t M.A. ._ W_ (SEE 9plDA» ON SHEET 9) ._.._./DUPED COHOETE 6R OONtlIER am SCALE 3/0-1• T SOD- -'4•.-280/,- B.S. Bay W/ 7/1n3/3Y *NQ NUT a t2 1/2 O.C. CDNNCNM ANCHORS . Wen sSCM)64ULL a _ IaAED COINCAEIr M -00H6REE sum SC" 3/B-1• ED. "EDGE DISTANCE MOTE TOR COYBNKMM OF SEcnoh . (SEE SCHEDULE ON TOP a 90TTOM Mot RI CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 20 GAGE GALVA1M STEEL STORY PANEL DBAL PROTECTION PRODUCTS, U. snw m1W. ti'3311i# P"Ow ( &OW-nme, FAR CMH)sM-Nf7 ---. _._ --- ANCHOW TOR CONCRETE SE SCEDUIE ON SHEET 9.--_. . .. FOR WOOD SEE SECTIONS ON SHEET 12 3' V_ Lei' 3- MA=^ I' Yfn. (MR a109/P -T WNOE VNLM � I' W.L(- -- CA i7 11 AO i I 7 I I I - I I 1 :I '1 1 1 1 I'. 1 SQB I aMA1X• I I 1 '.. s e . al t _ --I! _. -T Tr40-__.�al -'-' - - - 1 t - `I j , • ._i11 i - - 16 " .i 1 99 1 WAX I I xx I R 3 ' I I i I I I ;� I 1' I :A L Wool m 3• .ri. . ft•t ten. .riles. _.. D•N••0.0 NM,gFE I• MV,. I- ANCHORS FOR CO CRETE SEE SCHEDULE ON SHEET 9 /T `- - _ rd1 WOOD SEE SECTIONS ON BMW 12 " YY ED ,, REGULAR STORY PANELS t J� EtiYATItMl SCALE 3S .9 ,_ 1/4, WWII. OM 1 267' 1, ' __---.(__. I WN OARAP , WKEF vA,LLYT 1,�4 __ _ -- ; ®, CONCREENDHaa - -.. - .. /�Jq,- - - -- D 4 w SECTION A -A five-1 eE4XMED IRWSCALE 3/3r-I O N N AID j a)U O O C -a O N c- O - .a) U a)(A N O C O -= N C O LL ICU CU p CC > M 0 CL 0 U Q ,0 .0 CD Q L� 4 Z Z W J a V d G � M EV 4+-'p C ftl d . m 4A t 4n . ; -2 3= Y Of G W E c CD CU2 ,a = CC 7 .d y d o �=a N c M o- ' C/) .,IH^.r\ L.CD AW) W +--a Y O U) CIA 0_ (1) :3 M O L_ n- o a) ■ t_ 0) W LLl = Q Z Z Q -J li SHEET N0. SH 1.0 I���r' r •��� GSA W'@ 1. 3.� �r �• i 1/4• � AM•. � 1 1 I , I ' ' ' � a I 1 1 , 1 1 rnllma,[ AAtHGRE� It d:E SOeNAt w l,an 4 • n i (ALL AND FLOOR MOUNTING INSTALLATION FOR I�HHIMP t /6!a Mdt1•:E WAG•• SPLIT PANELS GWleen room 0R n4omE IN 35etRa-r :- I �INAp-A.�.n , 1 l_ IIIRlIW on. ,, \ ,• v Cam` .'FO� AIV I FP J. 1 ♦ r t• �w�,�'�1� '� S!iY.0 1(4' •• 1' ApWLL L 1 • ' 4r I,VIn a/5d ra rw6 AL • � � � ,: i N11 • afilON 1�Y.N MAID t a0a 1 ���--� W/a • •PYN/ 0• Na PQ6 HA.A F4N- -7L• pa,. 1 41WY FI6 N'd 14 1wM 1 .-NECK �NPP1 NIW wpaP� MIN .1 _ 1 X WIALI W "a WIT) 1I N,aL 4UI,CoO d' �: r�lrTLa _ a `� b 1! �_ "w'r 4K A14�Mi iNNJJ A •�c -In -1 T1 MOOR ,11 -f4 TWYQCtOl6 ] a M r� ` 2 (2,p IDP i a m0 'fie _ - s �1 2• , waua v" • aoQ Iw1ON Scmmw 11/� _j, lip RM SECTION Y-Y SPLIT STn �"rwMwD sEAaF I -1 f.: SCALE 1/4 -1 SCALE 1/4'-,• L'"AL eaPOsO ) M111.lJDN eCulrnl N E ------- �f14ER AA P) -r1eI� 1Wp 1L -n ITaNG fiNOAA 1. IIeET . MI.. "A"M SPAN (FL) RECLINED LM. 711BE MULLION 4'-6• To 5-r 2' . 4' a IIr TO r-ID' 2' . 5• A 1/r, 2•.rA /v SECTION 1 r NC"u'�'1a`so4N""'~ ` 11 oRaDr Eo SCALE 3/8-t- NOTE YUu10N CAN ALSO E 6NSTAlLED w/0 STORM PANELS ON TOP OR am70M SO TINT R Y LOCAL® AT TOP oR a0ri0M OF OPENING (aE PANEL aPEN6Io w/ T,IE TOP a aoTTOM1 INSTALLATION INTO DETAILS EXISTING FOR REGULAR WOOD STRUCTURES P�N�wI PANELS(l) do Ltd i,1rY'wiN. YiP4.P•rPiv NP �! b111W AL•A ym , IMy' Rw►aaA. r ' wwmN INm�Mlm4 - - - -- 1 I: 11,, ■� I f Amy % �4a M 8g.a:1��- a n •INa -- _ _ _ � .4 RAND ���� MAI!LM1}MAr3 T•As= LILSTALLATM - ALTERMAI E 3W _-_-� SCALE 1/4'- t• ,pM ! 't • V 1? K •IWAb Ijl IRA TAO.•r.c DWALL MOUNZIM ill .lSTAWALTUNIAM 2W SCAM. 1/4• - 1• lIQIESL 1. INSTALLATIONS ARE ONLY VALID FOR BUWNGS WITH A.S.D. DESIGN LOADS UP TO 455.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO a•-6'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE W. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COMBINATION OF SECTIONS: TOP i BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE cElllNc t FLnoR NnILNnNc WAu t FLOOR NOtAtTR11G UWAL1ATION - ALLTENIATIVE 4W R15TAUA IONR - ALnXdATIVE 0 (SECTION AT TOP IS LROM TO +55.5-67.0 MAX. SCALE i/4' _ 1' A.S.D. OEM PRESSURE RATING) SONS. 1/4' . 1' R s 1Ir 1 a1r ,s TOt 6 IAr ANRAW ITOI .ueAm nIAOR e101N4= R&MMLATM - SECTION 4AW 1ICAL. 1/+' - 1' CONCRETE ANCIOIM CONCRETE ANCHORS m• CONCRETE AMMOOIR SIE WMEDIAE am OW \ /'OR WOOD ia[M Eli SECTION ON SHEET 16 (SEE Sim tq �a 9NeE1 ,:j r- 1. A Iw/15 _i peuaD ca1A5EE \ _i II�4pa. 1/4 2/a 2R1/a 3/4 w y4 ). z 3 nV/1s _ r NW. .500 ,A r ouRm CONCRETEliff T ----- _-- �- T - I- rsl[ER 14 IrLN m sre'wE"o" M/1eC�P.M3//f Ii011 m CAMS IDN /S (ypl� SiIO W IlW ,u1MhPrW1'O.G a SaTlf + 6'/r OL. I _ 16�,4',,a,,,, Ur w. Rr/E O--�'jle lele le a'PII» wtwE ,/r MP' To(1'j'e t2 +h• r61 3' Ir. TOLD. IO I To i ile 2 , oc. 6i _ fsa pLT / 4i Ly ( WET 2�,4) ` tl an . an GOI1cWALL mnca WALL f t 3 aOMO ME15I11GION PIT Derw.s f/14 • 2/,q I i /4. 2/4, 2/4. 3/4 ON 4/4 1 z; A !w/�s (. a Tw/ls j N Lff AIE LOGIN E IIJ i I AREA W LIFE O( IE NOTE I RAIL L� �� :• j j c.N _ _ _ _. _ ------ i.•. S WK� SORE -----. LOCAL" PAANFI'L---I(SEE T4olE ,BELOLII L _... W/O NOTE (� COWIM "ownw,'`T- ��) r T. E INSTALLED AS In f•LAST � EFOM PANEL OPENRO SHALL /y AWAYS E PIIOAOFD W/ RGII IIAINOIE S.EET 14) rauRm I,Clr�ifJ (M. CONOROA) ro FACUEAiE N67AUTIai r IMOIDm CON. REOLrwDCONCRETE _�AWCHGAI MET ScIm" am TO BE INSTALLED OR 1OUmED FROM NOW 80110141 ,.) ELEVATION a sTRMcnxE WALL MOUNTING MISTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1- SECTION 1 SCALE, 3/5' - I• - SECTION 2 SHALE: 3/8' - 1' r1/. Ya GAP 0�`" 1 a 1 ` ,/• M.. �- WP Nm ON LLFE SAFETY STORIL PAN, SYSTEM AWALLATION I. M SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FAST OR LAST PANEL) qT 8 UafENygc LDUTgR OR AS AN 91TERIOR PANEL. (RANT PANEL LOCATION N BETWEEN D40 PANELS). ) 'JQ WAR 11 �S AT f3O PALS LIFE SAFETY PANELS MAY OR MAY 1407 BE NSTAILED ADJACENT TO REGULAR PANELS (W/ ON W/O REGULAR TRACKS.) SEE MR ,) 2. LIE SAFETY PANEL CONSISTS OF CAN GALVANIZED STEEL STORM PANEL AS SECTION 8-8 PER COMPONCM SHEET 2 OF DRAweNC. SC4E )/32•-1' THIS PAr1EL ALOES ITSELF TO R REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE J. UFE SAFETY PANQL REQUIRES TOP TRUCK TO BE COMPONENT (DA BOTTOM TRACK To -.A�aM�a11POT BE AS PER SHEET 2 OF THIS ORAWING. ,,66�Q.�.........!✓ EOMPONoitr W INSTALLED PALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 a p:' CENSf '•. 'ly 2 ON T185 AS wEu AS DETAILS 1 t 2 ON S1+EET ia. _�.:' J NI 4_ W" LENGTH FOR oNENTOis 15' ComvEN. F FLORIDA BUILDING CODE h V urrl Ncane Zone) MIA. ANCHOR SPACING FoR COMPONENT ®ANCHORAGE AT BOTrom Is GIVEN ON ' �' ,k - WiOm a,Em. •'G' 20 GAGE GALVANIZED STEEL STOIBI PANEL oRAwi ei SCHEDULES ! 2. StEti t4.�:. C� COYPONE MAY BE PERMANENT OR REMOVAILL 3. SEE DETAILS FOR INSTALLATION WO WOOD FRAME BUILDINGS ON SHEET 15. '� /3P/AFe! 'oC., oa IL E C O LEIe. AL PROTECTION PRODUCTS. LAC. "MIL 6 SEE SHEET ♦ FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF AiAy`I�0 AMW tiY3y�T 20-T78 SPACERS AT TRACKS INSTALLER ADJACENT AND BEYOND TO STUCCO/WOOD aANDS. '•AUS NN NL .� A... pINW511'` �er�iM�wi 1 Hwr' iw)eI1-75Na FAc pN)ow-"F7 PL WALAOIATURE WE al-00o"1! - .r- A. AwM r O- seer r -.. _. F1p ORSIN)A • L_ r4 _ r _ MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.mAf.) AND CORRESPONDING MAXIMUM PAINIEj�LOGTN NO SCHEDULE A-.n e,.• .aT.lA a .A •,eT RAT6/G AAA(9R�H 111N•1 01 111 ro" AM! N'o NION .56A -73a r-r W LEA t 1/4' uNamm I I'm I A T .33a -72D 17'-e• TO r-r MIA. 2 3/4• 1241OLT1a i Ti4N 5 A 7 .1a0. -7Lc ar-r m 11'-2• AIa. 2 1/2' a�7 0 CIUR • +43A. -44A 12'-4' ON LESS 3 ,/r • "T q y N' 6. t . 10 • 901.70 W/ 1/41I-2OW S1 WT ! WNW AT Q~ A IWDI6M OF PNEI_ AWED Old-Y FORT PANMS(17r Q WWAUA7IONS AS PER SM1IOMS 1 TMIU 7. INN IN EEM A A 61 Aw1%AWN A.S.C. arm FOCISUK � lm ) NINOAN AVH M SPACAO AGN EA. - 1 I/r •' APPLICARE to SM70 S a • � a TTNm Wwa{y "Ila Lam' 1• M') tm mH CF 1111-6aP a"- NVe3MY1C YEW" o PYpYNE PLAB m COAaE/E To a BLOW ro cmmw To To COMMIT To C � TO m.xtE TO C � la CONCRETESLAM, I � r VA N/A N/A r WA r A// d' wA �,p) {' S' N/A wA r r r r 6• r 1 (101T0w1) {� wA NIA wA r wA {• WA r wA 2 POP) r OVA N/A wA r w4 r wA r N/A 2 OKFIW +SSA -72a r wA 4/4 W. 1' W. r N/A r wA 3 A . (TOP) f -6• W LFSS W VSS r T MIA N/A e' r r e r C 1 feonGM1 6' N/A WA N/A or K/A r wA r N/A 7 mp) I r S• NIA NIA r a r e' r 6 1 A 7 (aolia0 NIA %/A 12 )/2• a ,/4• ,2 1/7 6 ,/.' a 1/'- 6 1/.• 6 1/.• • ,/.• 5 ocP/eDrroM) I SEE 949M to A II TOR ANL1wW "M A WAOC FOR 011WILAo IS WO TOW FILE EIWOPIa NWYW NOOK SPACINGS AND MISS EDGE 06YANCE AR 1000W W THIS SOEDUIL TOR EA LOS 10" Nwas ON ScHow WY#ICE ANCHOR SPRNG eI MILMLVM SPACING SH M am SCHM" eT RE /OLIOWIG FACTORY. IN TINS OPOMWN A EE PWMYLL RM= 1141000 090P0 LIPS FAM 9.W NN E USE THIN YWIIN APAaO ""To I= LAWN AMCIOA "PE N MOM I1WDo. �� LINE _, 1/r• tµ1 1/4y 1/41 31'Y 1/r• IPGW Anam VA" ] ] 1 ] 3 1/2 ] «p�,�MNw taMrr PU 3 1 3 s 1 1 Th P.•laJ Ir1.4r eer OIJ ! 1 3 1 1 1h 11/2 3 1/2 Rua EL 4m mom 1010111111 1/2• i i - A - , 1/4' IA a S!r TRIO BOW NOPO W/ 1/4•.-.20� ss Ms 16 IleoA VON ►AAR LOOM. lP TO e•-r AM 6 Il4. OJ: " ! f , IRO 137ORE UP 10 r-r MP. W /I.-,0 PAIELMmE nom a oR PANO3w7E pLA4 • } .t 12 I//r 0. C NIN I I/2• WL THMADED PENEIOION 10 ,rA= NOR ALL IiINcnE If rrMw ( I i 1 1 I I I 1 - I I I I I 1 1 toI- 1 L ' I/.• La . Am LNn WaS VA" W/ 1/0•-2Gr2• ss. MS. a 6 1/4- ac no PANEL LOOMS LP TO 5'-r am 6 114' O.0 Fml IDRGRY UP ro r-a• Me• r.4' TILE W j1..,0 PNCLNOE a... W PANDLIATE PALE a /2 1/1• a G wm1 , 1/2 MM THRUM P047KVM N OF EMIIM OW PURE FOR ALL Low" w O1 r-r Ws OHM SG4.E 3/M1• INSTALLATION DETAILS FOR REGULAR PANELS INTO EXISTING WOOD STRUCTURES t(-b do hA A h f: PO 7 MII'� 3 WINE Eoi 1 i 1 1 NAWRm� 1 1 - Dom IrADLR IWGLWWD RIK6 IPm i MOM® 1 ALTERNATIVE 1 W ALTERNARK 2W 5611E 3/8-1' SCALE 3/0-1' 1 SEE SCHCD= ON SHEET • 1 F rat Ito O 11ON i WINO MIT �/a�y33• I .ION a to 1 aC. jjj I 1 { EQI, ( I ED E'Q {( 1 EOI a. ED EON T/7•�� EQL E01 / Ttlr= ,AO6 CAm - n 111 1/ATeJ/Jr N077 ri i2 mmu m ! - 4 c_ 1 ', 11 1 1/1 / --/ 1h- IA. 1ARV0® PDAI'TI11,t01e ALTERNATIVE 3W 2.a' P4A,[ • MGRPn, P PINE .0 e: une un ,uP,r4e a 4,r4wu SCAU 3/6-1- cm /qTE : 9REnER TRACKS NOT SCALE 3/8-,- UFA sNpMl FOR CLARITY lmT�% J. INSTALLATIONS ARE ONLY VALID FOR EULW40S WITH A.S.D. DESIGN LOADS UP TO +55.5. -720 PSF AND PANEL'S LENGTH UP 70 a'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOT[ FOR TION O SECTIONS: TOP A BOTTOM MOUNTINGS CAN 13E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SIDS O ETTER, OWERLA (12 1/2 1MOD O C'I FLORIDA BUILDING STUDS • EVERY• wvw (12 1/2, O. C.) 70 HOLD P 3• MIA. (CAS P) r j ,/4• - TREE SR RrtFRIOR PANEL --HIND PANEL' ®02 IRA 7 -_ ]' F �', �FORM�.,L I• -, ®� a 1/4• =E fR �f WTEAIOR PMIEL R?LD PANEL OR OI EC) MOUNT ANCHOR ANCHOR SPs T3'�I NIa. 3•'I DETAIL 1 WALL MOUNTING INSTALLATION iA UCABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 SAIL. 3/1r - I• SCALE 3/Ir - I• MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING MAXIMUM A.S.D. DESIGN PRESSURE RATICORRESPONDING 11IMINIUM ANCHOR SPACING SCHEDULIE AT & FOR NG s.f AND (R4iA1A� MAXIMUM PANEL LENGTH NO SCHEDULE (APPIIr6RL ONLY TO erC7OA15 1 ! 2 NOE',ejFn��SAFEtr cre6y PArLL IN1SAILIATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES 9TSfF31 DN 4Ym 134 srtZw r A , EWEWy-NOUN TOP A BOTTOM W/ ED. - 3 112- ALTERNATE LOCAtIaN AT ENO PANEL oil I 1. 11 r1,11111,1'11 ww" ASA TAIOaI or TAI-GO I a{R-w PAIEUTAE FEWAS 0 PVCJWE PLUS APPUMMILLTo OEM FWISDAE mum iAJF To callasn ataol To Ga1aRETE WtaYa TO MIMEtE oolrA[iE am 10 cmmw 10'o cocom 61DO1 ro mDCK mcno►/ I coYRM+ION OF TIp1 MNIRIW ►ALE 1LTOIH v (E) SS.D, -72.0 r N/A N/A N/A r N/A B" N/A 0 N/A 1 6 2 (TOP) S'-0. OR LESS IY 7• 9' 9• 8" 9' 8' 9' 9• 9• 1 (Bottom) 6' N/A N/A N/A a• N/A a' N/A 6' N/A 1 • 2 (TOP) .55.0 -72.0 B• 5' 8' 8' 9' 7 t/2' 9' r r 9' 1 (BOTTOM) S'-0• TO r-6' +55D -724 a• N/A NIA R/A a' N/A 5' N/A 6' N/A E A 2 (TOP) 7'-8' TO r-e• B' 4• 9' 8' 9' 8' a' 8' r 6• 1 (BOFTDM) M A LSD. PACRILA E mm a wr MI. rum w a NYq as E (1M e T IRA No top a A04 SECTIONS �. t COLOF YA)OWLi PANEL unarm 1' (R) TAPCON - - 10 TMteaU J"MuaI +49.2 -61.5 3• 4 12' 4 1/2' 2 (Borrow) r-e OR LESS +52.8 -58.0 3- 3' A- A. 2 (BOTTOM) r-r OR LESS +SSA -72D 2 1/2- 2 1/2' 1' 3 1/2' 2 (BoTTOU) 7 OR tES5 +SS.O -720 2 1/2- 2 1/2' N/A N/A 2 (B01TOM) r-6' To 6'-0' +SS.O -M.O N/A N/A S S 2 (BOITOAQ T-8' TO r-8' No. 441 v R ,nte11A ASA GI3P+ IA- Awn ILSa ., �N yvoo,P„ To DAM pr1E m•a„Iw NSA -ria W-W 1 3 3/.• 1A,p3EA SEE 9aE7 15 Pon AMCNONf TTPE A 6FWLwO FOIL IIMOALMIOO WM WGW FIMIIE WALAMa 1PWMIN ANGIM SPAPWGI AND CYAN EDGE DISGAICE NE ROOM ON Ills 5r2rnuL Fig ED LAIRS nMA 000ITID ON SCIMU DUCE ANCHOR SPACING M NA.71PO O SPRING TOWN ON SO1[OME IN THE FOILMING FACTOW FOR INN OPOWIth TO R POSSIBLE IEDNDED SPOCOG WANED LWM FACTOR 9WL Nm E =5 INAN WNSWIN PWrIO IOrA1ED ITN DICK MOOR TYPE A MOORS ,SGDO. sO "m 1/41- 1/4'• I/4•A +Ilwn)da 1/49 1/4. wP�1 W RIP•aw crW.n w MOOR WAIN; W 3 1 3 3 2 1/3 •�aW,pp Ora ] 3 3 3 M eRy eIr 01L 3 3 31/2 314 4 AWAL 8S WK TLTRI6W Women >D 3! - --- ' /r - -p - - r , _ -- ,m - -- IS kL 1 T - laG LAG - .�1 ..e 111 ya:1.. i1M .7._.._AKIN,: LI a i1. 11, eia . : 311e:a. : a_.. al 11M1: e11 WIMLN NOMA WAM M full ED. - 3 1/r •• AAa DESIGN TAPEON OF TM-GRP tyllt-111 PXRXMATE FEWLE ID PNIBJMR PWS oom S" APPLICAW ! i WnNw PAEL ►IwHUIa ,M (A4f.) ro CQICRIE TD DDIrAEiE BLDp, to CONCRETE ro CONCRETE Km m CONCRE TO c0110Eit am m CONCRETE ro CONCRETE 61DOi TO CIWCRR TO caNNCRIrE Ana m XWCRtE TO rnrrxt[ Kom NHL' CawYR1IBIDN of tld LEWCIN Z' (R•) s' N/A M/A N/A B' N/A 6' N/A r N/A N/A N/A T (TIN) a' 4• N/A N/A a' a• 5' 6' 8• 8• N/A N/A 6' N/A N/A N/A 8' N/A a' N/A 6' N/A N/A N/A 2 cW) r N/A N/A N/A 6' NIA S' N/A 5' N/A N/A NIA 2 (Burrow) * 55.5. -72.0 5' N/A NIA N/A a' N/A 61 N/A 9' N/A N/A N/A 3 8 4 (TOP) aT-5- TO W-e' OR LESS D• 4' N/A N/A 5' 6- a• 8' a• a' N/A N/A 1 marroM) a' N/A N/A N/A 6' N/A 8' N/A 8• N/A N/A N/A 7 (TOP) S' 4' N/A N/A a' a• 6' 8' 8' G. N/A N/A 4 A 7 (BOTTOM) NIA N/A 12 1/2• 6 1/4• 12 1/2- S 1/4• 6 1/4• 5 1/4- 6 1/4- 6 1/4• N/A N/A 5 (t0P/8OTTOM) 50.0. -53.3 N/A N/A 12 1/2• 1 6 11/4• 1 12 5/2' a 1/4' a 1/4- a 1/4' 6 1/4• 6 1/4• N/A N/A 5 (TOP/"OM) e•-e• TO IV-2' AS.O. -72.0 N/A N/A 6 //4• W/A 6 1/4' N/A 6 1/4- Or 1/4• 6 1/4- 6 1/4' N/A N/A 6 (TOP/BOTTOM) '-a' TO 1V-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4- 6 I/4• 6 1/4• a 1/4' L 9. 70 (TOP) 43A -45.0 6' 4' N/A N/A N/A N/A WA N/A 8' a' 8 1/4' 6 1/4• a (BOTTOM) /2'-A" OR LESS OR LESS 6• 4' N/A N/A N/A N/A N/A N/A B• a' a 1/4' S 1/1' 9 (Bottom) NiA N/A N/A N/A NfA N/A M/A N/A 6 1/4' 6 1/4' 8 1/1' 6 1/1' 10 (BOTTOM) SEE DIEVIS 14 11 AM 13 FOR AWCHM TYPE t SPACING TOR PISMIl.AWX INTO WOOD PRWE SLALOO. L/I6AIY ANUROW SPACPOS MID mNNNN EM 061NCE ARE 00CATO OA T16S SCHEDULE FOR EA LOS i1W1 IOOITm DN ELTrD1AE REDUCE ANCHOR SPACPN6 ar MA1tKW11G MOM STOW ON SCIEAAE M THE FOLLORNG FACTORED FOR DIM OPDWft TO WE M59rE. RDIICW SPACING 0514ERA USING rACTOR SHNJ. NOT E LESS TWA MNAAN IPACND ROOMED FOR EACH ANCHOR TYPE AT 01101111 LECIA D. ANItl� 7N[ ----- wpm i/4•R O TA"I' 1/4 1/4".1/4ti 1/4RP WN CALK-0 SYO-W r4 Atam 1PAIM 10 3 3 3 3 2 ih 3 4Y16NAe1NY OPrme O,•) 5 3 3 3 3 2,h I-W.1 y1•V• Ora w 3 3 All: 3 1/3 4 31 I1GIR INS ONK NOW F A •C T O R 1 ter - 21 - - - - 3• au AS - I1 14-70 PANLUAILiE K<S 1MEAOED m TO P3DS'I,NG WOODOOD mrIe AOER W T�ay.3�13• Ear • I 'I M!" SEE SYEmIE am FOR SHEET e Yk INNSTALLATION DETAILS FOR REGULAR PANELS (I A INTO EXISTING WOOD STRUCTURES `' ! 10 TWFELWTE PLUS T1rEApfD RlErtnrA/710N TO �; OWING WOOD t1EA0E/t -..1 MIA. POND,LENGH 1/41-1mn' » (SEE KIWI 1) Y � 7 icNwN oHaw OF 'L* 1 -CET Ewa.. S nor 6RIicro a l �_ e ,/r ae E•a III _L I 21.41 WOOD TE !I 110 PNIELMNTE PLUS 1.4- REQUIRED I -- a t 4• oP Tlai i• R j IGO WIDTH OF MATE I I. SCALE 3/8-1• Merge• 1. INSTALLATIONS FOR ALTERNATIVES 8W. 9W h IOW ONLY VALID FOR SUWNGS WITH A.S.O. DESIGN LOADS UP TO +43.8. -48.0 pm.t. AND PANEL'S LENGTH UP TO 12*-4* 2. FOR NEW WOOD FRAME CONSTRUCTIOW WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOW FOR tXM1IO1EAtIDN tY ffN'IIONS: TOP a BOTTOM MOUNTINGS CAN BE COMBINED N ANY WAY TO SUIT ANY INSTALLATION. w N fALO • r Nu MI.. PAND. LENGTH (STE Hat 1) Sole OF L M1111 W" 1/r GE i� _ Ia-,o PAtgLMATE PINS W-ApER �• maw ow _.axa NJr e \ - r VOW WW• !'Ar aG M^ IF 1 ;[ III 94TT � a � r1X1 RM. 9FHIMTON ro mAas i k fµR.Hm a4 Ym1 PANEL LENGTH ' (SEE NOR 1) Erw• aWR1A► 5� a t• ay� - War rio ILA • 17 ,fr Cc.. A --_ ). --__] ,/4•R LAG SCIE,YS RI LAQ SCPS • 6' o.c. STAGGERED w/ :•. 11� .tiy . ( r r D.C. w/, 11. REQUIRED _ L IiII PENETRATION AT I�� MIDNOTH OF RATE II +I SCALE 3/5.1• i cn Co 0 .�..p U s_ N Q 0O O C .� Ca C -a - CL t/) (1) Q O W Q LL Q .� cn Q L CIO � 0 - . - INSTALLATION DETAILS I/4•P LAG Swo • r eA W/ -. i ,/2 LIP. ,MIIFieerD PDEiMLiIDN w DIYTEO 11ppp N1%i0U FOR OPTION 1 FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM _ it ORWAVRED WING HEADER 1 > /33• REaIARtnc1lI O L ow a 12 1/2' ac ALTERNATIVE 1 ALTERNATIVE 2 ., yer ,x4'Nt' IIAa1IE Ki IT4) /,4) acn SEE:i W ` m +1 W. I R ro aAss I i' E01 1 EQ a i �t j EO-'r _ on DO j WOW PLRE O 1-- 7 WOQG RATE 8 G.A ALTERNATIVE 3 ALTERNATIVE 4 U N Tyr :, AW111ED Ij ALL..~n MLD�POEIwIMTOM M / , In- cn t!. 'I I/.1m4/6'• LONG SMSa Kom w/ 1/411-IlWr SS MS • e Ol dl ALTERNATIVE WOOD FRAME CONDITIONS ANCHOR LOCATIONS `v 1/4•.-2o PAnWa row. o a 1 ,/rWOWMA PNXI MIT PINE • r Olt. 71KrAD:D pERiMTON to SONX• 3/r - 1' M ■ ■ ■ PLATE "WE . 91UnER TRIOS Am smom rm CLAWN NgH1NMNNM WALL MlUNTiNG INST/i(,I,ATION ALTERNATIVE i w �Pp,Tltur % Lu 3 ��fwsE ' = * ; a FLORIDA BUILDING CODE (10gh Velol NMrNaam Zone •GWo nTaa 6G 20 GAGE GALVANIZED STEEL STORY PANEL w4m 91. Q EIDIIS 1. WISTAL A I NIS AM DWY VAA rOR BU LDOM WIN AID. DESIGN LAME LP .55.5. -72.0 Poo AM ►AM-5 U)Xffk IA TO r-r. L PIN WOOD FRAME e0108" on WOW MNeO6 ro E SWnE1N To a St � aY - ' �� ., �L ... •• •••• N IL E C O ENO_ 0/2$A= Iu PROTECTION PRODUCTS, LAC. a,L Yeo LW. N Z UEW PPE Ns. L r/ 9iCrK a[NSIN or O.ee W EQUAL 1E'S'' 4W SI AL �AIllINI • f1� 3WNW3% °'a'-P 4L �/4 20-176 11 � 1.•IA+i : ao n1 Io q �PFOO, AI. ALOE (g4)EM-7SLa. FIX aNMM-AN 9aMM Ib PE. EAL/Wa4MfArJalE WILIACAIJe. RL pr • Nr - 9AOf 15 OI 3e _ J a SHEET NO. SH 1.1 ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 a 20) ---- el/nG 6A/,a ae/T7, WnG es/1a I WWI Mw/Ta 7Aw/19 It WO/20 �6/6/tf• 76w/N 6 MB/2O ,• INN.: O O O O O- O b i I t I I I 01 � I I � 01 •A 1 t 41S wW?/0I : t ' - '- 4j' A PANEL LENGTH e1KO 1■R Ewa AT. I _ 1 -- I _._� (SEE SC/EWIE) 1 ) 01..AP ►Ma e01ToM OGIe101s - ala ,AP a• MST r Har RHQ •r pRVy_ ' s' wz. 2y17, WI7G 61M/1a i/17. 4ynG 116/1a 3• MAIL 7Aw/» a 6w/m EXIF +w/ta T6w/,9 6 96w/m 1 Mel. ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 a 20)---- - ___ __ _. _ _ - - OPTION �2 FOR LIFE SAFETY STORM PANELa ELEVATIONSAFMS����LaE�VATION SCALE 9wt� ANTE -AM OWE SAFETY :•O�® SECTION A -A SCALE 3/16--1• MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PRESSURE RATMMG (P.s.f.) L (ff•) (SEE SECTIONS)+55.0. TO GLASS EDESIGN -72.0 W-8" 2 S/4" D 1/4' UPCON ANCHORS e r O.C. PONIED CONCRETE, l`,�,Sj�,', BLOCK REQUIRED _IA � � I D INSTALLATION DETAILS FOR INTO EXISTING POURED _ j 4' TAPCON MICIWRS OPTION CONCRETE #2 FOR UFE OR CONCRETE SAFETY STORM BLOCK STRUCTURES ON 1/4' UPCANCHORS PANEL SYSTEM 1/4' TAPOOH Moen9. 0.C. i raC _ _ Or O.C. POURED CONCU7f �:. POURED CONCIETE POURED �. OR CONOlETE BL.00C RESUMED 1 Ile OR CONCRETE-�` BLOCK REOUBIED 1 ` CONCRETE i BLOCK mmfto QED♦ } 'E-0� (ANT jr sNprANtlr " tpatt a G r0 1 N.wfww�ft » r ,wimat a 1 r. >01+wo1 m Aar. � E% ) 1`.)hSllr{R� (.: 1 � GAASSmHNfi.� � � � ' 3 .., CCCJJJd6d6d63 / Y-Strl• 1pA _ , y r yg ' : , � '~ N/sY�`L r e+LaM 1 1 I I . 3/32' WINO NUT LR a 12 1/r O.G. __W4 TAPOON N CHM 4 t/r O.0 (STAOOOIED W/ STUD) ____ CONQl7E BLOCG�M 1� •�*�,�ff�YWA1M WML M Uno *�iOsa6M M • REEIUIJLR PANEL SCALE 3/9•-I' �1:FF%O' i CD 6• TAPCON ANCHORS --e 4 1/2• D.C. (STAOIOi.D W/ STUD) POURED CONCRETE OR CONCRETE BLACK WALL I TRITIUM IMALLATM ' �b WALE 31ir-l' !! tYPE r P » a N4 TOR AIOft ARaON Tot -GPM PRIMER % VA ING IIiTAliJw1011S saD YI000 M► AMNnt NPAOme P.1 , a OLD AIaoR E socl AND MmIARA WOMAN ANO EDGE ON DBLE ARE •eN,a■Io gW�a10A7 2 LIDOMm SCHEDULE FOR eta FOR ED. TWIN WIOWI" IN, A aW,4u y„•", W.e 913 , AMMONIA low" moucl VACAGNO so" Waim, BY I T FOLLDW910 ,ACTOR[ FOR TH6 OPONOON TO K ►OUME• REDUCED _______ jo K LIES 111N1 M411 ,1 1, TOM Fal EAaI MICIIOTYRE ON THIS SCHEDULE _1 . - ._ �_ _._-`-- - lm-- 11/r -- i 6- EA.4 j' ED 4 1Are- 4'1-20n1{BLS$ NS. w/ /3 1/4•H2O.�3/4'S,S. Am W/ r- jra2/32 WMO NUT WHS ER V `'T/6'YaT/Y!` WM6 Nur wa+6:R ♦ TAPCON ANCHORS 1 i {• TAPCON ..._�4 1/r aC. ._- e 4 I/r O.0 ..POURED CONCRETE ON CONCRETE ROCK CONCRETE.._OIIREBLE� 6LOOK WALL Moul WALL MQJIHM..SELMNItlgidLLA>XRt O REGULAR PANEL • AN IJE SAFETY PANEL SCALE 3/6'-I' SCALE 3/9..1. INSTALLATION DETAILS FOR INTO EXISTING POURED .. - j[4. 1APOW ANCHORS OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM CONCRETE OR CONCRETE BOCK STRUCTURES 1 4' TAPCON ANCHORS a 9. O.C. - r., O.C. POURPD OR CONCRETE _ BLOCN � POURED COIOP[i[ ~ ' REOUWIED .f, 1/+• WARM 1/4• ? ED • EGO • ; N,I:�, CONE. � :.:.Q �`� . �•\\, COIR. I I w oOt W 0 1 rR�.SfM/a. m ! _3 . I �.v GLASS EDSI1 . , i - tip'. - a 1 ) •' yPjI _n'r _` IN'i-3r4 TVA' ; +� f ■.nq SWAP � ' W / E-0 ♦ , 4-,0'P 1PANEUNTE PLUS w/ --.-._47 It 3/3r !a-,O'Y PAHUMAIT PWS w/ .._..__.1�I'W . WIND NUT WASHER a 5 1/r 0.0 x 3/3r WING NWT SRAHM (BEYOND) O"DIET :. am bfALl. LlUALLADSkI CONCRETE - �CONCRETTE BLOCK WALL YO_itiliSiR3Jl • REGULAR PANEL SCALE 3/8•-1• WALLA Ili •LIFE �EiY P1tNEL .+MAWaf:�AMN. SALE 3/r.y" BSF ow Hem NMI AITORS Two • IN6BaB TWB 1/4'. ' 11�(W'�i F ARRAIN/ Ham sNsrNu,IG1a sNro %f00 r A110AIA ella� W Ffl 2 nM1E 6tWDN0. m/aWY IFICIIOm E me AND HaaWA ME OS Oµ:71 a,nrNk OW ar,w111nam 2 FOR La L* iNW glCAtm W L TA WATIPL I KDIIC[ N*0 !9'N 1K r WVQIG CTIOW ON BCNmfA[ p WW1 �W 941Y TIN2 1/S AfA1K.si P� �� 1W916R AN 7M FOLLOWING FOR 11D M RAT FOI10 K POSSFACTIBLE. RmUOm sPDINION 10 K -- __.- �.!LY um WE Ums THAN IWNO rACUO SHINL NOT- s10GTm FC IDS A N TOR TVI SON THIS mR ocN A,allo, TYPE ON tNW1 lGImLAE - ----._._L•'_._- Y _-..____ LED ._- __._ ,m -_--- tIr a--P N N _9_- to _ O U � > OL � L 2 Q O Cu to O O O Q O W O LL- m L 120 Cn Q z z W J INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM nsA�au NORRS n , FEANO cTr1aAA cvsnW�M INTO EXISTING WOOD STRUCTURES E�s>� PAL SHOWN ON EDITION) PRODUCT EVA.LLATON DOCUMENT (PE.D-) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.0) MINIMUM EMBIMMM OF TAPCON ANCORS AND PMIEL"n PEMAE D a PANELMAATE PLUS INTO CONCRETE INTO EXISTING WOOD STRUCTURES -_ ,' .-- _- ._ - - - ''( _ _ OF BLOCK sou K 1 1 - y + ) THE Ft.OTBOA BOLowD CODE. /+ (� '•\ f - _� +' -I DESCH WIND LOADS SHALL BE DETORMNED AS PER SECTION H6200F THE A904 NFJNTIONED CODE, 3.2) MYeAAI EMBEDMENT Of 1/4-0 M 7/8- CALK -IN ANCHORS SPILL BE IS 7/r WM CONCRETE. Q C fly I t - FOR A w1ND SPEED AS ACTOR Kd 0, THE U USING ASIIE7- WHERE THESE NOT WILL ■ MAXIMUM "D.) }%4'E 6�- SKIE1BAlIC BOLTS USED SPILL 6E MONO D10UC11(sHOUID ANY F1N,$PI MATERIAL OOBT) TO �V N�: OHFD�FR:.MADO arm ANY FINISH MATERIAL SMALL BE PIERWITTED. PDR A OBtEC1'IDANIJTY iACTOR Kd•0,8e. U56W ASCE 7-18 AND SfiALI NOT E%GEED THE MAI(MUM14b RANDµ • r O.C. ENGAGE 3/4• INTO ANCHORS.DESIGN PRVMM RATINGS MKIATED ON SHEETS 2S a 26.141 TAPCOI • r O.C. t--�1I/1 T MW. w64ADEp .' ` IN ORDER TO VERIFY THE ADM COMORWN, ULTWN7E DESIGN MWD LOADS DETERA»KD PER ASCE 7-16 �/1 1/Y YN.THREDED11/1' w. tµWAM Y T,Oµ At w00p tlOµ Ai w000 PIALL K FIRST REDUCED TO A.SD- DESK.PI WM LOADS BY MULTIPLYING THIN BY 0.5 IN ORDER TO &J) W CASE iFMT PRECAST STONG OR PREW7 CONCRETE PMIETS BE fpUNp ON ifff EIOSTWG WALL OPETETRATION ATwood ! II' . PE ETRATION AT WOOD HEADER 1[ADER TO COMPARE THESE W/ MA%. (AS.0) DEW" PRESSURE PAIRN= MDICATEO ON SHEETS 25 a 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE KYIIND Slllyl PANELS ANCfYWACE 'I HW/,DEII fWI,OER iFMU H4/Om SHALL K AS MENTIONED IN 11J) AND IN 9.2)• 40 V N 1 J ) y , _ ) IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E,D. AS TESTED WERE HOT OVER STRESSED. A 33R INCREASE �. • .O Co T[ 1/2' W/{• 1/2' ,/♦- IN ALLOWABLE STRESS FOR WINO LOADS WAS AM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOD HAS BEER Li ' - Y• �r' '. , ' �;�.. .. ) - :,`, - MbA,.__ _ 1ba. _ OL'TERIONED M ACCORDANCE WIN N.D.S. 2ois. (C) ANCHORS SHALL BE µSTALLED FOLLOWING ALL OF THE RECOMMDOATONS MW SPIMFICAT10N5 OF THE ANCHORS2. o ODW HEADER - �. 1 WCOGNE - r118n. i r I STORM PANEL'S ADEOUKY FOR IMPACT AND FATIGUE RFStSfANC[ HAS BEEN Vfl6fIED IN ACCORDANCE WRH SECTION 1826 OF MANUFACMKR. O f0 THE ABOVE MENTIONED CODE AS PER nXICTI NTON TESTING LABORATORY. INC. REPORT f 2032, AS PROTOCOLS TAS-201, 11 I SHN.L BE THE RESPONSIBILITY' OF THE CONTRACTOR TO VERm THE SOUNDNESS OF THE STRUCTURE FMERE SHUTTER d ��.47t, I .l j ® ' /yid,• ; I .(�sfi'-_ k �/;y), - tA5-202 AID TAS-ABLY. LS TO BE ATTACNEp 70 06IIFE PROPER lVlCIgRACE_ THUS SgITTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK d N Dal INSIDE W/O � AA ADDER OR UFT. THIS APPLICATION IS VALID WHEN INSTALLATION 5 INTENDED TO BE PERFORMED 12, THE INSTALLATIONfRAME BUMDIK;S. a' "O.+ C SEAL/CAULK ALL SHUTTER COMPONENT EDGE5 WHICH REMAIN IN CONTI IJOUS fA61M0 », SOAMSOM EA1571110 ,ss )VYmIF101H + r. SFTNRtiwN FROM THE INSDE OF STRUCTURE. BAN WITH THE BUILDING 10 PREVENT WIND/RAN 04TRUSON CAULK AND SEA. SHUTTER TRACKS ALL AROUND FULL O � Q }}1 PANEL LENGH IKMB CAN 11a�E Y• ,PHA : PANEL M.-LEN6Aam 55 ON war la Or SMUT LU 3! to Guam3. SERIFS 1000 9STALLATION 5 APPLIICABIE TO Set AID DOUR E HUNG STYLE WINDOWS WHDi ISTNLA71Ol 5 REOIRREII YO BE L•, �„NG Hh wa+A,InN (SEE NNa1E t euAr) (SOT N�Gtr II sac43 a) D051YC rM. LENGTH Wswwro (SEE Mw=n t f PANG w �ro GLASS 1' YOY GLASS) 1' MPP. 4. SERIES 2000 NSTAU710N 5 APPLICABLE TO SNQLE AND DOUBLE HUNG A!D HORIZONTAL SUDETIS STYLE WINDOWS WHEN - tt C, _ m WN Y„ -Y-- mDUW6 G� .v_ (gLL Hp,E�2 PERFORMED FROM t1rc INSIDE of STRUCTURE t3 STORM PANEL MI57Al1ATDE1 SPILL COMPLY WITH SPECS INDICATED N M6 DRAWING FLus API 81NLONO AND toNNG 3 3 ' ITLAss Ha soma•- - ,- ) (SEE Sas3Nt - '-_ - PANEL LENGTH INSTALLATIONS TO BE PERFORMED FROM THE OF 14. ANDREGULATIONS DOOMDOORS. INC. By THE Ems- ZZ RANG STORM PANEL ION WHENIE POW IS APPLIED S PRTBM PBQp. d G G a aea 1/4 4-20A1' J - _ _ a agr »> I/4-0-21)0 -- _ .-_._._ - oN wm M 1 s ( ATfDIw WINDOWS T -:,�_ :::. y NEgItMEp INSIDE STRUCIHME SS MS i1/ - -- DaS19NG ) 1/4.4-20.T• I µorz t EELDW) I . ALL AIM" EXTRUSIONS TO BE W63-TIE ALOY AND TEMPER. UNLESS OTHERWISE NOTED) - t _ :~ 1 C1A55 S5. M.S. W/ _ .- _ __ S. (oI TW5 PRODUCT FOR SPECIFIC PROJECT: PREPARED 81' THIS EFONEEA S GENERIC AID DOES NOT PROVDE .� 1 .... _ _ _ .._ a 3 .ys�_ _ y,q ,D, D S. AL K MEEK AlCLOSURES SINLL HAVE 3105-H14 ALLOY. NFORIAIDN FOR A SITE SPECRTC PROAECTc 1.4, WHERE THE SIF CONDITIONS DEVIATE FROM THE P_ED. C d a _ vMa Nvt _ wNo µuT n '3'__ t{{'A TAPCON- - ; sj• .._„ _.. '7 ._.. I UMRNN SHABBY IKEO F l --_ T (6) CONTRACTOR TO � AESPOq$t&E FOR THE S[EECION. PIRONA$E AND p6TAlATWN ONCLUDMD UFE SAFETY OF � O O,C w/p,C01%Z' 7. ALL StEEI SHEET METAL PANELS SIAL HAVE SMUCRNW, OIWN STEEL• ASTM A-65J GRADE SO Min., CKVAIM STEU THIS PROOLI" BASED ON TENS PE,O PRONDEO HE/SHE ODES µCT DEftn FROM THE CONDITONS DETAILED ON d, PJ DESIGNATION w/Fa. W.3 Im (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE K THE CONTRACTOR'S RESPONSIBILITY. y� e• i ,1.6. ALL SCREWS TO BE STAINLESS STEEL 304 DR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN W THIS PRODUCT VMA ATOM DOCUMENT WILL BE CONSIDERED woALD IF MOO PuEO. i r I I ' - y ,6 50 ku STRENGTH 90 4G H SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 '..Pp01' RAn � -ar 0 r ' + I_ • S00 w/ MELD AND TEMSLLL STRENGTH a(0) SITE SPECRTC PROJECTS SHALL BE PREDATED BY A FLORIDA REpSTERED ENGINEflt OR AECµ11ECT WHICH WILL I 9. BOLTS TO K ASTM A-307 GALVANIZED STEEL, OR AM 304 SERFS STAINLESS STEEL WTTH 36 KH MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RMORD MO.R,) MR THE PROJER AND WHO WILL BE RESPONSIBLE FOR THE PROPER I' r I I USE OF 7NE P.E.D. TIER THE O' RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SPILL f .: ( 10. ANCHORS TO WALL SKUL K AS FOLLOWS: SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINS FOR REVIEW W 70 E'YLrTwG PdMEO Copearm, (.) THE PEG. SHALL " THE DATE AND ORIGINAL SEAL AND WONATLRE OF THE PROFESSIONAL ENGINEER OF L.. .1 -. " 4 ---. I •._T _____t_ i _ C.. '. - 1/4•0 TAPCON ANCHORS AS W"ACTUREO BY ITw, EAAGE%. IO. (MN. Yc.3192 Py.) RECORD THAT PREPARED I _. �• i,. ..., II, t/ •h2aJ/4S.S MS. w/ : 't/♦'.-mr3/4•s.i M.S W/ - 1/4' A K 7/r CAIK-N AICE10R5. AS MANUFACTURED 8Y DEYIALT INC. (MN, T'c'•3oO0 P-AI.) y6. STORM PANEL MAIUFACTL7FER'S tliKL 1iw91 K LOCATED ON A READILY VISIBLE IOCATTON AT STORM PANEL N CONE. L . _ 7/6•aas/JY IWNO Wl,- .•••''_ - - `t♦-,0 PANELMAIE FENIAIE D a PMIFLSNTE PLUS ANCIDRS, AS MANAIFACFURED 1f/ ELCO CONSTRUCTION PRODlIC7M. SE I' 11MSHIER a /2 I/2' aC. i., _ NUf TNWfA (6EY0110) • , YE14Q41 TMCD12 • r C. I .. `i' wAWtR 01EYOm t) E(0 -. 1 EET00 I I` C'c.3S10 P.W.I.) C/8EL1N0 TO COMPLY WITH SECTION 709.9.2 OF THE FLORIDA BUILDING CODE. CON ONE LABEL SHALL K PLACED FOR EVERY OPENI+G _fro F 3/32- Im1116 NUT Y 9 • 3/]Y MNO I .. r ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUI.0N0 i , & III e N O.C. 1 4 P TAPCON • 9 O.C, i -- - 1 } - .N __ - //1 1/2 Mµ. 1NEAK0 I; 7 • . 3/32' MYNG NR11 '7/8'W a 3/32' HANG NUT AI) MWMIN EMBEDMENT O' TAPCON ANC110W5 INTO POURED CONCRETE SHOAL K , 3/4' AND 7' FOR PANEIMATE l9FADREw® w/ SAD) ! AOOAm w/ aTUO) .f2cTRATIDN A MCMADTH ' 2'I4' N000 PIA `. /6' 2•■4' WOOD HARE FEMALE D a PANELMAIE PLUS. _. :' I I, REOLeNM 'WASHER a a t/4' O.C. REO,PED _ wA%fm a (BEYOND) INN. t1HUAOEO OF PLANE -„ 1_ .. I -�'_t• - �' POKiMTON AT MIDHWGH .i -= POOEIMETWW AT IIbWIDTM - I f Of PLATE " - _ ' WOOD PULE "i14' Y/000 P/AtE q� I I A2) MINIMUM D OF 1/4•0 % 7/8• CALX-IN ANCHORS SPILL K S 7/6' INTO CONCRETE- NO EMBEDMENT' INTO - � 014-10 PANELWTE PLV r ij i 014-,0 PAL1MAlE 1 ANY f1MRI91 MAI'OtILL SMALL K PERMITTED. PU1C _ _ _.__,_ _YIN' WOOD PUTF • 6 t/4' D.C. W 1 7/6 O 6 IH' O.C. W 1 7 6 RICUMED RDa,REO 1 1/4- F20 SS SIDEWALK BOLTS USED SMALL K LONG E/OUCO(SHOOLD ANY FW04 MATERIAL EAST) TO ENGAGE 3/4• OWL THNFAOED lI011 1 ; I MIN. THREADED 110H At MWWWH OF PIATE AT MIOWDTH O' PLATE 1 INTO AAIC11GR5. WALL l )IIALLyQII dSIALIATM SCALE J/r.l � u� _ ER A. T „P„ANEL A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAYERS K FOUND ON THE EXISTING WAN. OR SCALE 3/r.1" NMON FLOOR. ANCHOR$ SHOAL K LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL SCALE 3/6'-t• SCALE 31s..I" SAW,RAIN" KITS MENTNED IN AI) AND IN A2). 'C roar EEC j •REGULAR PANEL E GENSE!l� • SCALE 3/8-- PANEL FLORIDABURLWNG CODE NI h V6HKTt NMFrtcome iom (9) TO EXISINO CONCRETE RL , W,m, _ �• FLORIDA BUILDING CODE h VelocityNurrkona 2anw SCAB 3 e•-1' � . 9 = * .: 1. OWALLAT04 ARE ONLY WAX) MR INA DSIG9 WITH ASD. DESIGN LOADS �/• FLORIDA BUILOII/G CODE (High riNoa IIurNOons Zone - 1/4• a TAPCSN ANCHORS AS MAAFAC AM BY IT W. BULDEX. INC UP TO .SS3, -710 NSF AND PMWS LENGTH UP 10 r-r 4 amG mxm we FP. _ N0 4418T •• ? q0°0 ATOG. WHD 20 OAOE GALVMNZED STEEL STORM PAFfff. F'. - 1/4• e x 7/9' CAUC-N ANCHORS. AS MANUFACTURED BY DEWALT INC. (Pm -ISM is&;,) Q: < .GOa RUmo. m FP ND, :* 20 QJECE GALVANIZED STEEL STORM PANEL = :* comew W. - j14-10 PANELMATE FEMALE IO AND PANEUMTE PLUS ANCHORS, AS MANUFACIURM BY EYGC CONSTRUCTION ' • [ 20 GAGE fHLLVANQEp $TEFL STORM PANEL yPP IN TRAM er, 1. NSTALUTgµS ARE O1Ar WLID FIGµ BUY.Ds/OS YwHI A.S.D. DESIGN 181Df 2. FOR NEW woo/ FRAME CONSTRUCTION, ON YDOD IEA16FR5 TO BL SOUTHERN -� PRODUCTS (Fm-2D71 a tix- PIIE HID. 2 W/ SPECIFIC DENSITY O D.55 OR [0L1IL s my/maA - _ �.3 m/,yaa PR M , , C. tt � TIP t0 N5.5. -M.0 PST AND PANEL'S LENGTH UP TO e'-r. S P ,. iW 5T _ .- AL PROTECTION PRODUCTS. LLC. SATE T �P/� PROTECTION PRODUCTS, LJC. AAm PROTECTION :�•'�. 1•• 4y -- '� E V O INC. +pM:w. III SIND 2. FOR NEW WOOD FRAME CONSIRI/CTIM W000 ME11�5 TO TE SOUTHERN �•'Qj� ■ILL E Y O FMe. T �` • F• 1 ph PINE MD. 2. W SPECIFY: DENSITY OF 0S5 OR EIXNL .� O'• DR10 •. +e00 cM m AIRLi •.� w• WNL O a Awr I/M[ R 323,+ / (� • ANY awa n mu / a MOTE rL l lei T Sy FFS'•' • E Na Ww. a ra a ATHI INNDIL (sMIAM-Asa rAtr OM)SIB-M? 2D-t 76 'by" CS ' u w. R. P.L ,rw 40 . am wamG Ge.)AWF•raA rAt t„+1Nw-e»F 20- f 76 u a. a w.. wA YAM : w nIWG ltteNlNr-,2a Ns (wIw-eHPF 20-f 76 h„ SEp NIL "' I"" 4"tw�-moefl:-"R' S .. ••E• r., w1n'O`bG-,s.. Pw WrG.,rr w.. I.L,w+Wr w.: aRo.H-ww 1/llll 1 PL 3tM/lwNMIE/a0£ • ONWNVS NA �"fFFlft f FIIH QAIL/wptlAyA[/OAR CMOaa71s 4r- a wb µ. ONY,■se 111: PZ >t.11/>ODa111A1/O+w OAnow, lu 7» aATOt A Rl1T J., ►t elal n 7 a WMLIOI A IWLP r. P; SMUT M M a Ww.mu A TNIIT i.} Pt. Wr • IIM>•IM 4r amoO a COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE ,/a-1 ) IS,96• (TOTAL WOTN)- -- - -.---- --2.250'-7 12900' (EFFECTIVE WON) ._ -,._------- __. ---- ' !- - - - --'-6 1/4' -- - - - -- ) / 1 Da s"Am STEEL BOG[ 2.000' .2�! HEMMED TYP. , ASN + A-653 � T- ' EDGE GUIDE:GUIDE:SO M1WmW DETAIL C-60 DALY. STORY PANEL W% 1EMHm CWL' /* I .�- 125• �Ti.2so' P ISOMETRIC VIEW DETAIL A ROUNDED CORNER a ENDS OF PANELS --- --} END LP AME. W/ TEED EDGE .125' •750• (N.T.S) T J. e-J.- 1 �2irl000� '4-�LA� O "SmYD r- I 125• p� N_ `r L-3' M u.� 0 3"W(I�) ALUM. ANGLE STOP Bm TT• LONG SM-75 Aurn. ALLOY o7s• *29. 3.SOD• FRS. .....-zoo`- - O RMRSFD "he TRACK st3•i . by S- ! 3.750' 117P•) O 6061-TIE AWED. ALLOY -2.591' P. i 2asD•---� I ��y l 0T5• i TYP 2.500• 2.2N' ��--2.470•-I R�Sp. a•' O REVERSED "U" TRACK i 113' 2.M. © 2WBSw(Nn .) AGM. &t= J•/24 bfa Cm Now , 9n04T N� 4 e/ OA w/o 0•0 ($a KmE 2 IBM 2•/24 1' 24 4 EARr R2ya 4•/ FOR CMCOM ANCHOW SIX r 1In. / asKPE1E ANDCOM ° fTiP.)fol K7 W,. 3' SCHEDULE CIA SHUT 2a FOm "m srJWI,: T- 1' Ain. SIDE San" am War a Ilw. l A : - Cm SCNm1At a aim a) I w _ PA/4L ,4,• Slti 1 OD OF (dD Nw14f • i T t PAHiU (I�IEA'�o`n I ) ..... (t-Om E2) t LVw FiWU) (PREWM RAW) (WTOgR FMNR� (WiF1Dat ►RAW I j �-1 is % Y• xL ND,f H i . eFLW TECH ND1E 3. 4 BEICw >4 I SEL NOTE �7, 1 . , ( • - � � iJ { p � 1 L � ! �13�� 40 % •L• ���a 4D z v i •i i I , ., , T � I� i •• • • • • ' PAKIMAIEI(gPJ j-2., • 9ff NOTE + 9FL9W_. :,_' ila MDT[ 3'..MR IY--+ - A (AILAN'LTE L.Ofy 1' W SCMONE ON SHUT a Cp SDDIm�W,wR.�,. Me,. d It 1/S' 1 //Y' AT Elio ►AF sf`W r 3 f4E BaTWIa ON WILT a NRRIM " tAST PAHIQ CD 10 K RHTALIED AT FAON • OAST PANEL (] W K NdNALLID AT FACT 11PiTlIf HMl7 ALIWOT K FROYBm r/ TYPICAL FIX-MMON FOR SERIES ft OPDINc ±RVS ANTS E PIOYIOED r/ IfM MINCE To FACSSMTE SLSTALLATI0i1 RFM IUFOLF 10 fA,LITATE NeST F INTENCm TO K INSTALLED FROM E-Z HANG STORM PANEL M SYSTEM a NTENOFA To K INSTALLED FROM _ DeoE a 9TRI ctuRE. a 3/22' . i' NOW O 51MICTAE r•,/4• w.A HANG STORM IMP 1/4' ,A-- GO M_ GAP SECTION &A SECTION B-B At Y RMNQi) NONE 3/Sr - ,' sm 2/3r - r (1). DEFINITION OF SEINES IOOD: E - Z HAND STORM PANEL SYSTEM CONSISTING OF PANEL LIQiEi: TRACKS AT TOP k PANEUNTE PLUS OR IV LONG (1) DEFUDON Or SMIES 2000, E - 2 HANG SIORIM PANEL SYSTEM CONSISTING OF PANEL . ( BOTTOM W/ PMLELMAIi Cont. 1RU3m TOP a BOTTOM (2), END PANELS SHWA ALWAYS K CONI.ECIEO TO E NAIL BY MEANS OF (2) ED PANELS SNMl ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BM PANCLMA OR. F U9ID r w/ is - SHALL LONG TRACT( AT BOR011, END PANELS giJ SHALL K PROVIDED AT TOP O S CII PMEIs. SKILL K CONNECTED To w/ i {Y-2oe3 4 S W/ WAG . OR 1//4Y- YYn. IllfG TAPPED CEPT A5 (3): IF END P ARE CONNECTED TO BOTTOM TRACK. CONNECTEN SHALL CONSIST OF DESCRIBED 1 iIOTE (3) OTT• 1/4'h20a3 4' M.S. W// 7/rhJ 32• WINO NUT OR 1/4'w3 4' MM THUMBSCREW UTD TM B0T7DY TRACK. LD�TION OF FASTENERS MAY AT ETHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE •DINKY W/ 15" LCNO �.AT EXTERIOR FLAT FLANGES OF END PANEL BUT END PANELS ARE NOT CONNECTED TO BOT10M TRAGIC STOP But (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK MNHLL BE PRIARM AT TOP OF SLICK PANEtS. DA. A ATOP BAR (4). FOR META7LATON^a WHEN ENO PANELS AND SOME INTEROR PANELS ARE DIRECTLY S ONLY USED A7 /DP AT LEAST TWO PATIOS SHALL K CONNECTED TO BOTTOM TRACK HOIR/TED TO Dorm SILL MILL MEANS Of PANELALAIE3. OIE MER10R PANEL USING SPECS IIDIOA ON NOTE (3) ABOVE. N SUCH CAM. CDNNECTION OF PANELS MAY K USED JOINTLY W// TRACK AT BOTTOM ATTACHWO BOTTOM iRACN i0 MAIL TO BOTTOM TRACK MAY OCCUR AT ANY PANEL L40CATKWI. W/ TWO PANELMNTES ►OiLONINC SHORN ON ELEVATION AND W/ Ill���3 1/2' (5) SEE SECTION 1'• 3' a 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. MM. EDGE DISTANCE. FOR THIS CBE CONNECTED A INN PANF1 USED Y M/ (� pp� RCA FTl/W�""4y, NSUCH TTHAI 01 NEED roADJACENT LLEFTµA Rolf SIDE TRACK SHN.LPff INSTALLED THEW OYVRAPM RETAINED Lr �. aw som ( f m euaD1AL to �a 1 SPWAAMN TO GLASS 1 i INSTALLATION QgTAILS EQR SERIES 2000 AND 1000 E-Z HANG STORM PAN INTO POURED CONCRETE OR CONCRETE BLOCK U,tH61R ppmW,pS ' LwI1DR1[ AOY1, �Yp�fE W S.UItE 4 we Mo WAemMM)�� % ---LA. \ smAR4 Mom* NE �� � " PpfIW IwMORR� -�� f I i PRT e I mPi"" , 1 i m � � 1 i SCHEDULE go I b -T- /tY-2Od{I• /MYOlCrhiRMLNUI3rwi �-• FOII ITT > WL ! t 411- 4 �aADir +ERE GYWwAP T 1 � i 1 , � , 1 t $� 1 1 f T- R b + 1 " I Rr on Do rse s� 1-WH1/r Ea m , �- ... _. __. IWWWW NAwels CfP'PAfMaI ~- v A"SQ Ill AOM NI 4 l W AWa • l W m (• p 91eD a�la . DFo� AMAIINAIWN TYPN Or watt 8� . L,•_ : ® O COM9S� W ANY"ANY Tow■1 MN Naozl.alo/1, 3 9 U1 tt FEE SCAB` ,/2• - 1• Lw>iQa'r a<_..` rr/�/A-2oIW' N1 Sw�wpLrKMt M1 A tO-,atYyr CoAco AIpa� w GM■ W,s DM eaT M) T IAn roc. -- MI• SANS I AR _ i Yr-m.yr ed r/ Rowe ,y 1e weaM EgS L,�fi 1 .^�^++ W ICU CL 0- 0 O ■� Cl) Cu B■dar6 LL1 Q Z Z Q J SHEET NO. IS 1.2 ^'r s.... 1.. �A "II '.i.1 - 3 T11. ., . -- a:. X.ra , 1 TI, ,I 3 f13M13 . 1. I- i, :; a. D'�"�I+E"F im (5Ea`s�nbs> �"'"'� - "ow ca°'v `- APPIc K)`a'° .49.0. -75.3 70, OR LESS 2 9/16' BDIED • t', 2'. 3'. 1 W, 2W A 3W +6e.0. -».J 70. 0R RIBS 2 7/6' ROARED • 4' IN4•W • MD) M/ 1JA-s-20P3/aA3�M.S. A WwONUt AT OVERLAPA 4ox OF PANEL LENGTH «•X.; , 11, .,-7 LI,. �. ":,AI -al r L•', 11.I.Mt::;> A u. ,i. -. 1I . 1.: 11PI = ASD. LNAIaAN ANCHORS SPACING FOR E. 0.. 3 1/2*• APPLIOW 10 Alit. svcnm /T,IAR R TRAM MANNIKIN PAIR LOW" v (M.) ♦P SURE iR TApo" Cftx IN PoWAVE FEMME 10 "AnAA7E PLUS ToCONOIEIE To DONCRITI 7. I3tNQE1E To C011Qa1E 1O'a"a"' 1 12' N/A 12, MIA 12• N/A 12- N/A V AT 2• (TOP) II' 3'+ IO' 3' S. 4• S' 4• f (BOTTOM) SERIES 2000 + 12" 3' 12' S' B• 6• 6' 6' 1 BOTTOM) 1 4. 88.0, NIA N/A N/A N/A N/A N/A 12 1/2' 11• 2' (BOTTOM) -75.J 7' N/A 6 1/2' N/A 4 1/2' N/A 4 1/2' N/A ]' (TOP) 70' ON LESS 12• M/A 12' 1 N/A I 9 1/2• 1 N/A I 9 1/2' N/A 3' (BOTTOM) 12' N/A 12' 1 N/A 1 12' 1 NIA 1 12' 1 N/A 1 4' (TOP) 12' r 12' 9 1/2' 1 12• 1 IT- 1 12' 1 1T • 1 A- (BOTTOM) i LISTED TO 64.0 W. SSA. DESIGN PRESSURE RATING. A SEE NNETT 26 FOR AM04M TYPE A SPACING FOR INSTALAIONY INTO WOOD FIMIE NULLOINO, M9eMLW HONDA SPACINGS AM W WUM EDGE DISTANCE AN WICMID ON TARS SCHEDULE. FOR Ea In$ THIN POICAM ON SCHEDULE REDUCE ANCNdY SPACING BY MAINI.VMN BINDING 2000 ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATOR TO K PONWIL NEDtICJID S1A40N OBTAM USING FACTOR SNALL Im MES6 LTHIN MIgYAT 9AA POURED FOR FAM ANCHOR TYPE A NILY10N6 uxm /4•- /C"'AT.TAG,QI, moom TOE _t/41 wLK-01 we, AO.a aWmW 0.) 3 3 3 2 ,/2 WI.sA,N W w go 3 3 3 3 Ra IAIA OMOMM BIMW 3 31/2 3I/2 NEOIL tL IRGTOR /i A - - y - - ,De .W 3 1 I IAO I I I + REQUIRES LIAR.. DISTANCE BETWEEN BOTTOM OFPANEL I " (1)TO BE', 1/2* T/2• N"P. kL ++ RMUMS I%. OVANi BETWEEN GOTTEN OF PANEL Ab ® To BC 3/tor 3/16• MIN. FLORIDA COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-11 _- _... __15.125• (TOTAL WORN)--'-- ....__---..----.__._. - - -- -- --- - --- - -stet - -• - -m5w (UTECFNE WON) - 1 s maw/.'i _ E_zz:to• - 7so•- �isrwRlElmCL--6 1/1 (7YP.)--- - _. __ 1 .]74--, .t25• 10 ANOIE fl 9 Np' a 1211r 0.C�t.350'- M . _ 1350' N66-+.066 T0- -. » NAY N1V'FRBm)IL j pf� - _-- E- _1oac150•i•iA , A r _ � I .969- h 3,05- - 11NX3TtAT.6 h .51b0r _1a024' MY. a ,1 HEMMED 54 STEEL 43a iiOFL _GALWWN:m _ oes�• 1 TYP .250• �+. ORS• - OR" W MIINIMUM ,pt11Ep _/C-60 GALV. EWEi _ 2.125'7I._-` 6---j 1500'--lI ._... aRA0. A 4Q LA p�uC� T._...' --- ------------ --�I._.. L- .J75TYP.)YP,),.A50' O ST RM PAN4EL _i _ _ -..1.390• - DETA! A - -2.1X j AT ENDFROM TO oUFT SIDE WHY OF PAMlr �� () "H' HEADER (3) WF' TRACK (4) ANGLE WITH STUD . TYP TOP EDGE 0.024- (NMI.) HANFLs FAD UP /i -' I I Or PAWL GALVANIZED SIM W/ HE2ANiD EDGE - / / M.' -, . PANEL - s / xtl.at• _ WsUw - - ( ,200' ,. -. `f� 1 �9.625 O.AS' 0.250'P �`-- " 40T .- I - -r0.250• T -.625' -7 NO27m• " 1___ -"I PNEL - 1 OR 1- r- z.zw' -t- z7o•=-...LIED AS1 ISOMETRIC VIEW DETAIL A ,1]3:T�-' �_ r M a-,-AW ( � ROUNDED CORNER O ENDS OF PANEL'S -'I - Me3 .o"a'z.376' _END uv W/ TEaMFD EIx1E. E~1�• TIP, Bottom RUA" 2.500• ( - 1 I �r. F9U Of PANEL 991 • W. �B��.B� E � KEY HOLE WASHER 3.750• D72• ".) IA B 3105-Hi5. ALUM ALLOY ® K HOLE AT PANEL -'-- - N.. ._.. -I - WsEx SHEET 6 F1il ADDITIONAL ' Y11{' -'.150•-- .613. UWTATIM W SLEEVE LENOTN a 1 I'. -� .091'- - .125' t-- - ONLY VALID FOR INSTALLATIONS INO 1 250• .375• I I�I.iEYE 2 1 /8' I... M (TYP.) . IN• - WW0 STRUCTURES L339E`_ - -.--- --- -... --( 2.OW'-_'.- 2.000• 3750' L =....RAT' -_. -I IY 125• _ O50'• Z.OW A .�. I '.750 ir- 0 REV. 'H' HEADER ® -U- HEADER t ) ---__- ..- IT HIS, TO 5• MIN.---- - -. @ SLEEVE 1 MAX, _ 2�.O�W�_p�/.y * Q A q�AEp� LA�yA�pjp 1MNy 11 'j- TUCK Q kM.mM�7FIiIitO .T - - 3.OW ._----.-; NM61-1NA-, 1P""1MIL _4,* /L�.dl]�lEL .S/4• . --_ ' -. .SN , ell`ol A. 71, , {11/ WIDE) -- I -t �•' (USE ONLY - PANEL I'-' _-t. _.. i f _-i 082' - el`: CEN "� .31 t' .656• '-� T-• ,470' 175• ASAt' ••., SYSTEM) 906]-T6 SUM. ALLOY • ! l.sn J i N0.44167 FLORIDA BUILDING CODE (Mon High YsIOCI 1tNTTTCOM ZoM 2.GW ( s =' 123' 6eo' S10• 2 1�I �. '-'DIN. O ®MIN. • ® ) W :, •aWe TITLED .O. rP. 1.Mor�f� I"..4 T 1 24 GAGE GLLVAIZED STEEL STORM PANEL(IrP) ._i 06B' ---___i_ s t _ , •. s QSTATE OF ;� IXpNI w: I �. --.._ SEE sEaTIo11s .... � _ M i "Q p nm/M = F ""'---.*A L2.000'--'t-.L_-..�.., ' G\ IILIECOINC. GLOBAL PROTECTION PRODUCTS. I1C. OR Nfm Sm. 5, STRI1 .2W d' / NqA .a. aMr 1L ,� # I.Na HYIaOL R SNNI BOW, IL X. 20-175 © B�UpI�LND�y•-O�UyT/3�'�F' © BUILD -GUT "E TRACK 15 R ® WASHERED WINGNUT .. ' aMo...-Dam' s a -,b, HIOW (w>w �rs+- (96.MeMR,I oo- ,r G-OON71f (ZAMAC 3 ALLOY) PE 3EAL/a0NannClu E WN181 ♦ Vr- !L Y TNI aRT 7 N N iJOpf�.aiY1� INSTALLATION INTO POURED DETAILS CONCRETE FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE In TORS LOGTTON CONCRETE ANCHORS IEEE SCHEDULETHROUGH of POURED CONCRETE �/ E SCHEDULE ON SHEETS 0 THNIOIGII 10) 0.139 P0L4ED CONCRETE RE CONCRETE ENTITY$ 9 11HRD1O11 IoI G CON RE CONCRETE REQUIRED. - REQUIRED). 'Y EX15T111G POURED '£o. :` TOMITE LED LOCATION CRXId&TE ANLFIDRS ,•/,: y CONCRETE RTDIIYIE$ I , rim SCHEDULE ow - SHEETS 9 11-mouON 1 %/ t f - ®..; 1oULMEN 11 /4' /f�. r-SP..�- CO __ DW M Ta'WDtWFADtn'6K ! -. • p ,/A'�I SS MS 1 1/2• t 4• tM w �.'-_`yA1L T"--- _. ---T __ _ _MAX, CONCRETE ANCHORS _. -%i • r2 ,/2' OA:, w i -�-._ __._._ -_ i 1 I ) (SEE SCHEDULE ON ,d . __ _.._ _ - _ y , ( N 1 SHEETS 9 THROUGH 10) 1 _N 1 ,/4b-ar IFM 1Rls I E.D.rf� 1 1 8 j ED :✓, �s;1e I TMgOa f /H' of I 1' Mm. `%%rF - / r /r'' I PANEL LENGTH rr S1W�0 � C1A55 j 1 1} Eb �F j '/r rrr `rr -mil I (SM SCHEDULE ON SETRT 3 i i 1 /•',9jr r Ali ` i �'1 i ScvA9ARo" 1 f F PI I ss eTIA W N ty r% - .�i JS 1 I BD -E TO HAWSE. ON SHEETS - - I - fUa M` IWNa TO GLASS 1 IpY-at' _ 1 ( SCHEDULE I t/.i-a,• 9 ! 10 I " 1 =. O,Q 1.4•) •I• Me.. 1 (SE yCXEgJLE '1 ON 1 u IIOUB. .0 1 Is �� 1 ON SHEET 3) 1 a n SPACER I I __. I PANEL LENGTH �ET. 3). 4, -...-. . - as,mawAFWQP I - - - - - -- oR, Ta'1 'l' M.P. I---. ♦'. .-.-;1 1 MM FPAnm -i 1 i - , (ON // ..X LBNN PANEL I4WU 1 . I N11. SHEET 3jE EXINSYI ----H 11 (C 3E EXISTIIaG-1 _ 1 �9e SEPARATION t L 1 1 - I SNEU __ ,.,_ __ _ - I 'l+ - 7 _ (SEE SCHEDULE SCHEDU�` LE 1 I ON SHEET ]) I " O i SOB O V MAX/ - r r � .__.. _ - �.:. ,..� : -�-- ��jj 1 - D, OF 'L N tNNX. m I 1 t Q 1 j O t®/2• aC. EO r f :j L ..__.- __ .. L _ . -I ED ,�, IDNGTN 1 Mo 1 1 " 1 1 r i%.•"os 1 1 C EATING PDREO \ `. \ : \ CONCRETE ANCHORS \\ \\ (SEE SCHEDULE / ON -/1: A • e .. LI OI CONCRETE ANCHORS (SEE SCHEDULE ON /�•� .1., _ t `� CONCRETE ,'�"'C"- � a RE701ARED �\ EDGE O WALL OR SUB SHEETS 9 THROUGH 10) yr 11�\ (ACT. CONOtIDN) C3 SHEETTS 9 TFROUGI f0) '� Fp 72 1/B• LONG MAX. AAWwW O.0 VALID FOR -i " \i SPACERSALL O 6 1 4•AND 3-/; %r% �7t611MG POORER CONCRETE PANEL CONCRETE ANGNORS__.' r - OR 09nCRE1E SOCK MOUNTED. EXISTING PORED CONCRETE... LENGTHS PER SHEET 3. ON CONCRETE DOCIt (SEES // ,,if• t' MAX, (.ONO ALlIM9IW SPACERS • REQUIRED 12 1/2' 0C. (SEE TABLE 01 ON G - ED..-..._-_ 9 THROUGH SHEETS 9 TIIROIIGH 10) T sIEETs 9 A 10.) CEILING A&M SCALE 3/6-1• UlG INJIJ2-QUA MOILMITI SG,LE 3/9--,•p lG WALL MOUNTING /DIRE /SPACERS ;+ OR 6a SC LE 3/9-1- i A. T � CEN ..... ' . �� V `Sf' FLORIDA BULGING CODE Non High VelocityHMnRconN Zone) i{ 44167 _ - WON msm..c 24 "a GALVANIZED STEEL STORM PANEL rr. DAMN N,r _ E.D. FD4E DISTANCE•. (SEE SCHEDULE ON NOTE FDR C011OIL:TIOtL (g, CEF=TKINS: TOP a BOTTOM MOUNTINGS CAN BE s * � * : * C_-'- STATE 0 - p•. f p v .-._.-} r LORID W/V/Un PROTECTION PRODUCTS LLC. IL EC01Ne. „pp a- * STRAIT 6n: SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY . E' p lz Sal+4 W..arre. W411aANNIILWMAIN 20-175 1W:..:oww-,FM. w. am m-,w ncw-- 86AM"FAHA PNk(96.)N*-m7 INSTAI.(ATION. /•'�If 0 I R.LI.a w: ANRlIFIIIRI off w M, .. 1E MtER A T4LT A., P.E Mf W INSTALLATION DETAILS FOR SERIES 2000 & 1000 E--Z HANG STORM PANEL (J-) INTO EXISTING WOOD STRUCTURES - ,/.'• NAG SCAEMA! • 4' O.S. R/ U14'. LAC TCREMS W e• O.0 W/ 'y T01E1dSIMG W090 NCAOFA - (3 WTI. 2'.e' WOOD 1/2- IN, THREADED PEIEMPON `� •(' _ !r ....-_ Ia0u1W0 1n O15TIN0 WORD HADER I; MT pt 0. EDGE i ♦ Gn,. 9, 4, 1. $As. a EA [W Ora ) EAD S• 4, ill 110 0. ��' .T ) _._t H S.Ms. END OF QD - 2 TAM' w I SEPARATION I IJ•'4-2W/•• Y to GLASS i AILS W/7 :AO/32, I Eww OVERLAP g. i 9 1 B p N $ ir 'I l $- S _l 2� _ 1- E 4' M 3 W 9 � I 2 >I ilvr 1 4 P-2A3 LOT[ M BELOW) '� 11 1/4'. LAG SCHM N F' ITC. W// E'i I N 2• Min. THREADED Pl AETu"(0. W I WJ21, a" O MAIN AT SER" 700E ON iO ,4-10 PANELATE PLLI"i 1F( i 7 Mn PETdT10HON W +) W SU�• 1000 73WRi iMOUNnNG =no C INSTALLATION NATIVE SCALE 1/4--1- ""' 1. INSrALLATONS ARE ONLY VALID FOR BIAA.OV= WITH LSD. DtSON LOADS UP TO +660, -753 PM AM PANEL'S LENGTH UP TO 3'-10' 2 FOR NEW WOW FRAME COMNSTRUCTON WOOD MEMBERS TO BE SOUOEAN PANE NW. 2 W/ SPECIFIC OFlVSIPY . O.SS OR EOIAL lYi6.1B t10f� 1� QDP [T S� AIRL EU � RCOt RE*AWW 1TMCK5 ® DR7(3) AT" 80TION.AT. 10p - ,Om OR 26m SERE PBTALLARDN TYPE ONON 91QT 7 Fill 3/16' 4.,n. POP W47 R a NIIArPH OF EVERT (i7 5i (I") E11*1,110LI W3 W/ 10 L 7/8'..3/72- .,NO IRA a CNTRI OVEAN .- I Ii I11 r II iI . ). 4 , II i -- �'' ,/4'• -. _.... PA,ENATE FEMALE D PWaIAIE 7 1 PEIIRRAT001, PLUS F/ 1212 7 Ox uU4 Wa1ARm 1!lFLLATTT OR ON EDGE ALTERNA' MIL! ZY•W SCALE t/4•.1' Pf R[OIAm I lO a NOTION 0"11110S CAN E LVWMD 9N AST ' "I TO SUIT AAA INSTAtAT", SOLE: 1/4' . 1• MITE SHUTTER TRAM NOT IKDW MO CURRY eNNP.L fy PAM9-sm LfI�IRNIANII9'IH AT TOP OR 901TON IYITN TRACKS L2) OR (Ri O MAXIMUM PANEL LENGTH _ a "L+" OR •• ft. L L {) MAXAR)M A.S.D. PRESSURE RAYING (P..J.) (4 W -) CONCRETE A WOOD INSTALLATIONS t L+ LI- 2a0 r21-0' 12'-0• 23.0 Is'-0' II*-4' Sao I1•-4• lo'-1• SLO W-70• IO•-0• 400 TO'-7' 9=4- 440 91-61 91-91 _- Sao 9'-1• r-4• Aso a-r s-a' eDo Aso s r r-7 a o' r-4- Tao 7' - r-0• 710 7•-3' r-10' MD 7•-2' r-r eao r-o• N-5' 9o.0 -_ 6'-9' 61-2' 93.0 6•-91 6•-O• vw+O 6'-3' 6•-I1• Icso 6'-31 3'-4- I10.0 - 6'-71 Ilan - 3'-6• 119.d 3'-3' aAMNF PAMEtS` m�F''-�� AT EACH ETU) Nam TRACKS (1A-Z() k Edt OR D.M..O. O, I)(IRCT MOUNTED AT EACH ENOO MAXIMUM PANEL LENGTH $�•®Or(N "L+" OR "L-" (ft.) 0 MAXIMUM AAO. PRESSURE MIMIC (P-F.) I+ w -) CONCRETE A WOOD IN6TALAOMS t U Lr 2MI0 14'-4' 1]'-00 Mo I21-10, 71•a- 50.0 W-4• ro'-r 310 to -WO' 91-9' 40.0 9'-6' 0•-2• 410 9'-r 6'-r - 30.0 Sd.O 4•-T o-T-T 4'-3• 7--r _ Sao B'-0• r-s� LIAR r-ez 7'-2• _-. Tao r-3' e • 11. 710 T-Y 6'-6' Sao r-0• 6'-3• 85 , 7-01 o'-3• 90.0 6'-0• 0'-1, 93D 1-1. $'-r0' Joao 6'-3• 5'-r 101.0 0'-3• 1'-4• I ISO - 4'-Io• i 19.6 4•-r MINIMUM SEPARATION TO FUSS SCHEDULE MAXa" PANEL 1 WIND SPEED 4 170 1P.p.h WOO SPEED > 170 _0.1' (In) UNRESTRAINED I RIES RANEO UNRESTRAINED RESTRAINED 30 OR LESS 1- 1• B' 5 1/4- >33 TO 90 1• IT 7 1/2• 7 1/2- >90 TO Ids t' 1' 7 11r 7 1/2' M.L,..a, A.-% MNS MAP.I .4A,JH.ATI.MFS ^PILII%JMPl^.I TDP ��� DIRECT MOUNT T• HEADER 'U' HEADER 1,5'X1.5' STUD .TINGLE i TRACK rlArNotE W/ypE CUNLAM �-� 79�,A�qq-qu[p OL6aNRf3 - DOW MOUNT 46• 32' 32• 35• w 1. So" 4 I.5•X1.5' STUD ANGLE 36' 32' 32• 32' 42' 36' 1 M. a Y' TRACK 56• 1. 1. 42' 67' 60• 60• 1 I W a w 1.32' 36• NOT ,6*w1 W 32' 32' 35 NO• 51" 56 mm a 5. GC../ nRWADET PON[YIAITON Woo ,WADER. NI' SMs [A END a, (SEE ORAL 1/24 A NW) Qj OT tL OI ir-I 9 I/•'4-203/4- i 5 i_ _._ i if I It» e 1 �1 I 1 I 11 1 i e 21 7,"/,•M ) .• 5 W.I y 1- I •- . N YNUY�6�q� 1101E to BELO,IX 1Hv LAc"m 96•oc W/ /2- In THREADED PLNEIRATK-L - NM 2'..' WOW I'NTE REQUIRED fW E"•^f� M 1IT1 P 11 tI tl - f o t/4.4,AG sompt5 a 5. O.c W/ 1 112• w, THIMADED PENETPAMN To EXISTING .000 HEADER. 4•P' M ni6S c.nNi1D.c4 ca,L-t,•441FA • r0-0 EAO 1 Ab-20 1/4' Ms W/ 7/9'"A/32' NUi f 12. OC. • SCRM 9 Y O.0 W/ M TTHHREADTEED PENETRATION 2/4 1/4, 3/4. 4/5, 5 5 Rt 8/5 ANc.acs ( SEE snEnuLL 1W/6 2W/B, 3W 7 & 4W/7 _l; mm7- - ._-' _. SHEETS 9. 10!Ti) -._... ___._ _. ___ - _.._-- --- -I' VA.- e o a e r T...I--I- Tr r-T--I-r-r-I---r-r-r - -r Z-r-I--T-T-r-I-7 ----_>-_.1 I ' i ! : 1 1 i I i li r i Ll l 11 �_l �_1 1 L _--11__11 L11 i 1 �� ---- 1 _ . T -- - it ir r 1 N- -- _.+.1� -- -I _- i fi I� t (SEE SECTIONS PANELS I I _� i ! BOARD PANEL W/ ifN-OL O I AP E) AS I I - (SE SE IDES AS P' O FA. OVERLAP 1, i (SEE SECTIONS A APPUCAB1l7 11_fI; I l l l;Il iI!IIi! ' I I T 1. W 1 I1 I• 1 i Ii a i �I D.M.. 30. ®, - - -1- : - - - - - - - I 1 , ( - _1 ' e o 0 o I 1 I ® br @ MAX , _ _ _.. _ 3 WAX 1 MI" 2/4 1/4. 3/4. 4/S S/,5 k 8/5 t I.N' 1 W/e. 2W/4. 3W/7 a 4w/7 .- -____-ANCHORS (SEE SCRFDULE ON SHEETS 9, 10 /11).. - .....- __- REGULAR �jQRM PANEL (1) ELEVATION t/4' 2MI. TILTS.TILTS.Ym GAP (MITI OMN/P .1 WALE MWEO -F GAR 01 SECTION A -A r-�D N.T.S. (1) La'. IAWYUM ALLOWABLE PANG LOOM FOR A OVER POSITIVE ASD. RESIGN LOAD. I.— MAX AUJYIME PANEL WIDTH FOR A OVEN NEGATIVE WAD. DEMON LOAD. (2) PNOCMUN TO DETERMINE MAtlKAI PANEL LOOft GIVEN A P09TTVE WAD. DESIGN LOAD, DETERMINE MAXWUM PANEL LENOIN'L-* FROM SCEDAL. GIVEN A NEGATIVE LSD. DESIGN LOW, DE 3MK MAXIMUM PANEL LENGTH't--' FROM SCHEDULE FINAL MAXIMUM ALLOWABLE PA M LLNBTM IS EQUAL TO THE 1MEM 0171a1WE0 FMEL LENImm BETYWLN %+' AM 1-'. EE (3) SSCHEDULE BELOW FOR HIM. ANM LOOS FOR POROSITY QUALIFICATION. ' INSTALuOMM INTO WOOD AIM DYED TO r 95 P.al. MAX. AAO. DENNIS PBESS)RE RATING . =W9 9. 10 A I FOR MAX. ASD. DESIGN LOANS A MAX. PANEL. LENGTHS FOR TF • - .44167 . z i1. : TARE OF * a°"1011f M WC- I L E C O INe. 24 GAGE GALVANIZED STEEL STORY PANEL IR w IN, PROTECTION PRODUCTS, LAC. 01 40M �FaTsI _ _ GRID fU 'N N1 0 / TWA 1rw a Fr a Wr.,.,.a0. n MIW IN"'..: w�-1m��oMW o1-w uMAL n• �1' `- -: CM)mw n.6. F` (Ff4=-wv r 20-175 ORNIaa WP INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES I r 1 1 IVOOD ANCHORS t - , . --1 .. ST�1 1 "' I ; • SEE SCHEDULE ON i i 1 9-a,• ( (SEE SCIEDAE - I .,/.Y-af" - /• wBL-- n ill SNEER 11) r C - O.6Ay,.)a, eno 60L� SiNEET 3) ..•-' ._ r .___-ON fi= _ _-_ -4 LBofL o017�y ` . I - - ---... .__. -1 t i•IWP. I - E%LST __ 1 ' r t . 1 I - __t111i ___._..__ PMIEL LENWH } _ WOOD HEADER , WOOD R GAS LE (SEE SCHEDULE ON ,'; III - - i �_- -3 SHE FOR II': 1/4' SHEET 1t) 01 1.__ --� SPAM"to MA L 5dx7 z01 SPACER.'''-{��7OF v / 1 ,,I ll 1 i � - _ I .�t Mtn2• • "_T..._ -- N OUNEOOOD HEAOER . .-i. 2- .j`,If0!.' -•. _.. 1 u,"'. wP,. , l K. I - _ ----- I I I' MAX. LONG ALLAWNUW SPACERS O 12 1/2' - _®O.C. 10A. j I (SEE TABLE 01 ON SHEET 11.) 1 01 ,14 SEE NOTE '• BELOW FOR LWNtATIONS FOR 1 SEPARATION ► I I 10 OUNSS. T•" WX, 1 1 f PANEL X. , . 11/2• LONG SLEEVES. {.. PANEL LENGTH I I 'I i (ON SCHESHEET (a E (E SCHEDULE) PANEL FEN/,LE _ ANtE SSCKV4i HEET 3) E- ). SHEET O OR PANEL ANTE ) i . PLUS 1/•'A-a,' l (SEE SCHEDULE ON SHEET It) j N11 I:_tf:_ .- 5_ S peOLiS W I Wn. 1 - 3 ) ` it -. .Ma11H"R E7GSTiNG _ 1 5tEOP j 2'P4• WOOD 1GLAss- IO-1 =--., -1 ..-''.. -. -..1 GLASS 1 (SEE SCJImIAE- 1 - RATE REOU04ED i ON SHEET 3) { DIRECT MOUNT W/ SPACER jo I i ,t, _ I- _ i Xk i �j�� ALTERNATIVE 1W' I O T� 1 .- * SCALE 3/9.,• 1 I � l� N SEE TAME t1 ON SHEET 11 FOR MAX. PANEL LENGTHS A 1 Sox I 1 O 12 1/2' O.C. I _ MAX A50 DESIGN LOADS FOR TARS INSTALLATION I 1 . OF 1' EO -` �r.-,-�-• rIi t - Lj 4122 ( i ' 3 +' I O i/2- O.0 '-U ,-Ii -: _ } 1. -Till; t . - �. WOOD ANCHORS : * * M : I - .. _ _ EO • _._._-----_'1--- I .. STAGGERED W/ STUD 1 (SEE SCI1FDtAL ON YIObI 4 WW AL t ,/2' LOTH W: I H I SHEET tS-6' I . T) INSTVAN ALLATION I a LAIRD W A OK MM NUIDfaf M *"I�• I TIDY A 2 v4' WOOD V✓ NM RIOWC 169R eRR[NILfalOomlOIq,1RM PUTT REOu1RE0 '' ,. :..... - �0 ANCHORS 1• MeN. ePMA1ON to OL.W Yo,GTm SHEETNd.. 2•XA' Y.'OOD ) ., I SfADGElHD W/ STUD p, { a ,NAr N RImLIGm ro 1/C AI t - PLATE REQUIRED u> ANLYOIB aOPa M TMIMOIE o N P N FEWYE B OR ':...- -- - (SEE SCHEDULE ON LONG As M f01MON.N OOIXP110M ALE '•_ - _ PAWL IPl[ O1M10 f11N1 eE VAO[0 MAfaWA AT a TINT 6:G I SHEET 11) oe,NAND Nne � 100 4ROIaC110N IFROM 12 I/a• "G !WRING AtMDABO OM (1) MAINIIW AN CU M PMMS t - RMINo a .so, -0 W. (3) RAIL 24 OK PANEL LaaIN a INTRO To N• A ANY Woo - .�'-- --- t» MNpIIY s1oNN ►Aa LBNM a �1tFGL-!'Q ' DEN a A MINTRCYXIN FROM 0"0 FMIQ LLN6116 ANOMIO ON rt P� y{ n • 1 1 TIDE i 9oEBAE Ttat n) D�1LIS WALL MOUNTING 43) BROW PAWL INSTALLATION 15 OIAr (4) I I1SHEETr um SPOM CO POE/MyF pA WMn eE rs NorAM ON or Oro AM E1NOMo IN70p TAME ONLY WML SLUE 3/6.1• ""WWW : wR 7 AS BE ALTERNATIVE 1 W wB "w"aD�Z X 1.. 3 Ala SALE 3/6-1• (4) ,INSTALLATION WMAD OM.Y roll we ! [one somoow He THE Mo (70 mrTIDN/ w M FLO" tom 1. a a 3 PER ABIM 1 ,B9f-Of ER A_ T14i1 3LY\�... N : FLORIDA WILDING CODE Non M h Velocity HMMoom ZoM NOTE FOR CQMINNATIIDN OF SECCT_IONS: 1. INSTALLATION ARE ONLY VALID FOR MAX(. A.S.O. �*.�• NO, 44161 � COW IXIM. AN. 24 CAGE GALVANIZED STEEL STORY PANEL DOWN, NY DESIGN PRESSURE RATING (p,9.1) AND PANEL LENGTHS TOP 8 BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -* . * t COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) i STATE O L PROTECTION PRODUCTS. LAC. W/37/3eN Io IL ECOINc. am: INSTALLATION. am sa. s+ STREET 'c •'�ORID 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD fi'Eo AM.. a WTILUTA. NM rw .reps n Taw 13- '•'t1 oMeML 333M 20-175 HS'••..•• N...ONNIM1�,.�a1.�'-.PHaeD-1aM P,IOME (04)eFfe44 rAX (fe4),Ife-a7"7 MENBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / DENSITY OF 0.55 OR EQUAL. Sala TE G-Om"71f iaWr•r PIT[ w A„ 011Wa M. MYIOt A lNtl[ i.. A.C. .w asE1 f w Is 1 GedRAL NOTES NYn R19 •r .LLt: 9y6ESY ! F2 Nfln !�1 PANRN1• (C) jQ:Y1STMIC WOfn mGCIF,f. CA_Mn_ n . 0.55 MW_l. I. STORM PANEL SHIOWN ON MS P0.000CT EVAI.W710N DOCUMENT (PLO.) HAS BEEN VERNIER FOR COMPLIANCE IN ACCOIDAN.CE - 1/4.0 T/PCON ANCHORS, AS MµUFAC,URED BY I.T.W. SLALOM wC WITH THE 2020 (70, m11ON) Or THE FLORIDA BUILDING COOL THIS STORM PANEL SHAL NOT BE INSTALLED AT fNICHI - t1t-I0 PAAEIWI,UE FEMME O A740 PANELIAIE PLUS ANCHORS. AS MANUfALTURED NT ElCO COHSHRLICTON PRODUCES. VELOCHTT HURRICANE ZONES MwM-AWE / BR01AAflD COUNtKs). - 1/{'I LAG SCRCVS Pdt w.b.A DESIGN WIND LOADS SHALL S DETERMINED AS PER SECTION 100 Or THE ABOVE MEHTtplm CODE FOR A BASIC WIND - 7/16'• . 3/6' WOOD BUS WC. AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SPECIALTY CO. SPEED AS REQUIRED BY THE AMWICrION WHERE STORM PANEL MARL BE INSTALLED, AND FOR A DRECTONA TY FACTOR KO-0.65, USING ASCE 7-16 AMID SPILL NO EXCEED THE MUIW JM (A5.0.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO 'WOOD OF TAPCON ANCHORS SNAIL BE I 1/2• AND 2' FOR ELCO PANELMATE PLUS 3. 9 TIRU 12 A 17. 16. AND PANELMALE FEMALE O IN ORDER TO VEWW THE ABOVE COMMON. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL I E FIRST REDUCED TO A.S.D. DESIGN PRESSURE RAYING BY MULTIPLYWIG THEM BY D.6 IN ORDER TO COMPARE THESE W/ MAX. (LSD.) C2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME AINT SHALL S 1 1/2' NO TYIIEIDED DESIGN PRESSURE RATINGS *OKAYED ON SHEETS 3. 9 tHRU 12 IN 17. 16. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART Of THE REQUIRED THREADED PENETRATION IN ORDER TO VERIFY THAT ANCHORS ON THIS PER. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOS USED IN THEIR MMYS,S. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INFO WOOD SHALL BE AS INOICATM IN THIS ORAIMM. ACCORDANCE WITH N.D.S. Me STORMPANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1602.1.2 OF CA) MMIMLO PENETRATION OF WOOD RUSHING SAL BE S/N'. 1/4' 9-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM THE ABOVE MEN70NED CODE AS PER AMERICAN TEST LAB OF SOVM FLORIDA REPORTS OW14.01-01 AND /0219.02-OA AS SHWI.D $Tl1Ct0 EXIT. Am t• INNRA114 FOR WALLS WITH NO S1UCW. PER SSTp 12-99 AN ASTM E 330-02 STANDARDS, AND AAERICAI TESTING LAB SOUTH FLORIDA REPORT #1123.01-10 AS PER HAS -;I AND TAS PROTOCOL. AND PROTOCOAND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 or THE C.S) IN CASs THAN PRECAST STONE. OR PIIECAST CONCRETE PANES, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING FLORIDA koLM4 CODE WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SAL BE AS MENTIONED IN C 1). C2) A CA) Z. ALL ALUMINUM EXTRUSIONS TO BE OD63-76 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED). SEE SIEEr 2 (D) ANCHORS SHALL BE INSTALLED FOLLOFANQ ALL Of THE RECOMMENDATIONS /HAD SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL )RAVE 3105-H14 ALLOY, 6 PANELS MAY ALSO BE INSTALLED HOR90KTALY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4 ALL STEEL SHEET METAL PANELS SHALL HAVE S)Rl1CTURAL DUALITY STEEL ASTM A -SW GRADE 60 MMMUW, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® A(D SHALL NO BE USED. STEEL DESIGNATION W/FV- 122 ka, (AFTER ROLLED). 9 R SHALL O THE RESPONSIBILITY OF THE CONTRACTOR TO VE76RY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 Ad) SERIES OR CORROSION RESSTANT COATED CARBON STEEL AS PER DIN AATTACHBUILDD TO INSURE PROPER ANCHORAGE INS SHUTTER SHALL ONLY 6E ATTACHED TO CONCRETEME . BLOCK OR WOOD FRAME 50016 W/ 50 WI YIE1 V STRENGTH AND 90 kN TENSILE STRENGTH ARD SHAD. COMPLY W/ FLORIN BUI DING CODE SECTION 2.1 T 3.3.4. 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER W. AS PER SECTIONS 1, Z 4. 5, 6 AND ALTERNATIVES IW, 3W A I N ON SHEETS 4, 5, 6 A 7 RESPECTNELY; SHALL HAVE A LEONINE AND READILY VISIBLE MARKING INSTRUCTING Owmm OR TENANT TO 6 BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AM 304 SERIES STAINLESS STEEL WITH 36 kv, MINIMUM YIELD SMWEw6YI1 SECURE PANELS WITH APPUCABL.E REINFORCEMENT' DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SPILL BE AS FOLLOWSit. THE INSTALLATION C M14CTOR IS TO SEAL/CAUIK ALL SHU TER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BULDNG TO PREVENT WMD/RAN INTRUSION (A) TTX CNfiT9/G POURED [OINCRE7E. - 1/4•• TAPCON ANCHORS AS MAW)FAMRm BY LT.W. BIALDEX. INC (Min C-5192 p-) T2. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS NO BUILDING AND ZONING REGUAAf10NS - 1/4' - I, 7/6' CALM -IN ANCHORS, AS MANUFACTURED BY OEW/ALt INC PROVIDED BI THE JRTSWTION WHERE PERMIT IS APPLIED T0. - 1/4'- ,I3SOLD-SET ANCHORS. AS DISTRIBUTED BY NA. POINT SCREW, BOLT AtSSPECIALTYCO. 13 (0) THIS PRODUCT EVALUATION DOCUMENT (PE.O. PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION (MITI r.-A0 00 P.-4,). - t,4-10 PARFLMATE FEMALE O d PµELMATE PLUS ANCHORS, AS MANUFACTURED BY ELDO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P E D- - 1/4'9 ZAMAC MAEIN ANCHORS. AS MANUFACTURED BY DEVAL.T. INC- IN) CONTRACTOR TO BC RESPONSIBLE FOR ME SELECTION, PURCHASE AND INSTALLATION INCUIEXNG LIFE SAFETY O THIS PRODUCT A 1) MINIMUM EMBEDMENT OF IA -CON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4', 2- FOR ELCO PANELMATE AND BASED ON THIS P.ED. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE COMMONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOT'S RESPONSIBILITY 1 3/4• FOR ZAMAE rALIN ANCHORS. W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED M'AUD IF MODIFIED A2) CALX-IN A SOLID -SET ANCHORS SHALL BE EMBEDDED 7/9• INTO THE POURED CONCRETE. NO EMBEDMENT INTO SM" SHAD. BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIOA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCAM OR ALL THREADED SM" W/O NCO, ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT NM WING NUTS PROPER USE OF THE P.E D ENGINEER OF RECORD. ACTING AS A DEU VAMD ENGINEER TO THE P,LO ENGINEER, SMALL SUBMR TO THIS LATTER THE STIE SPECIFIC Dkkww.S FOR RLV4EV. AS) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS. 57000D OR WOW BOARDS BE FOUND ON THE EXALTING WALL OR ROM ANCHORS SHALL BE LONG O+OUG• TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS IN) THUS PEA. SHALL KAR THE DATE AND ORONAL SEAL AND SX244TURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN M) AND IN A2). ENGINEER OF RECORD THAT PREPARED 1T. (a) FO [XIStNNC CONCRETE g ASTM C-90. 14. SHUTTER MWUFACYURWS LABEL SIA , BE LDCATW ON A READILY VISIBLE LOCATION AT STORM -SJj) - 1/4• a 1. ANCH AS MNNUFACT1,IM BY I I W BUILDEX. INC. PANEL SHUTTER IN ACCORDANCE WITH/ SECTION 1709.22 OF FLORIDA BUILDING CODE. ONE LABEL BE EMERY OPENING. LAOWNG TO COMPLY WAIN SECTION 17090.3 Or THE - 1/4' e P 7/6• CAX-IN ANCHORS, AS MANUFACTURED Br DEWALI. INC. BUISHALL LDING CODE. - 1/4'0 X 3/4' SD -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY CO - /14-I0 PAHELMATE FEMALE ID AND PANf1MRE PLUS ANCHORS. AS MANUFACTURED BY EiOO CONSTRUCTION - 1/.• . ZAIMC NAAw ANCHORS. AS MANUFACTURED BY DEWALT. INC A. .. 9.1) MINIMUM E34MOOO OF TA•COM ANCHORS. ELCO PMn."TFS AND 7AAC NAUN ANCHOR. INTO THE. ':.I FLORIDA BUILDING CODE Non High VelocityNMrAGone Zone) BLOCK uNT SHALL S 1 1/4• ? " ELMS 9,2) CAI I-,N A SOLO -SET ANCHORS SHALL BE EMBEDDED 7/0' INTO THE CONCREFE BLOCK UNIT. 1� E,,IT �44 7 EF "� ~�. K 24 GAGE GALVANIZED SIM STORM PAIOL p,yM w, 1 STUCCO SK14LL S FMN"tD. 1/4. 9-20 SCREWS USED SHALL S 11/2- LONG AIMMLWN SNOULD 40 EXIST. * £ %�� AND , MINIMUM FOR WALLS WITH NO sTHcco. STATE GLOBAL PROTEIiWN PRODUCTS, L1.C. O7nU.nW - - 1 L E C O FNe � / . 8.3) IN CASE THAN PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE . At •' "a�•�-"ZJ ase t. e1 M. EXISTING WALL, ANCHORS SHALL S LONG ENOUGH TO REACH THE INRN STRUCTURE aEIrNO SUCH P \ / TR rN` W. WAi MH r� PPRPa ^ aw INIAL A. 1SI1. 20-175 I(1 •- .. P.. NA6. ," FRa P-w, MOC LNA.N-T>a, .AP (eaX1r-FAT s/QNAL ANCHORAGE SHAM AS MENTIONED W 8.1) AND w fl2) FA-6996T y sOI w. PIWIWP w. o INNllli PL 56N/901NIYIIE/GE Ail N, "E SHEET I WIN INSTALLATION INTO POURED ExgTwG POURED CONp+FFE CCNICRETE .x DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK POURED CONCRETE _.. CONCRETE BLOM G) STRUCTURES RBI EOUWD CONCRETE ANCHORS Ij REOUM CONCRETE ANCHORS •.. _ (SEE SCHEDULE ON x (SEE SO4MULL ON -- l' SHEETS 9 THNOLIGN 10) . _O SHEERS 9 THROUGH to) `.. - .� EXISTING E POURED _.i 1 E B 09R . . O ,/41a,' (� j/�' t/2• .1/4' 1,2• f i I1/4•f /1 REDNED .._ ROAD fan 1/P nc i f _._-__.. .- / - - _._- , . .- . , ; ___....__..____ CONCRETE ANCHORS ; f" f (SEE SC2HEDUlE O(. - -- --.-. - 1 EX - � I '' EA jf' 1 SHEETS 9 THROUGH 10) `"I 1 r'!�': `+`.sl'1,•✓/,�' (� 11, 1 I f� rrlr.r'' I :. 1 f. _. -1 i - •T T a"ALA9YNi" F SroV 1GR/ I pRL A M w.6 = 1 _-- - Ms. TO SEPWNSS. 1 6n M Ten Oat r4r) LO f , `/� •. 1 -. t MN v-,) EXISTItIG� (SEE SCHEDULE t. _ _ •L• M.. 1 I T UNITS (SEE SC EDULE L j -. OLILiS I ON SHEET J) i PANEL (SEE SCHEDULE E pp O ON SHEER ]) i � 1• M 1 Mln. SPARAtON I Y• VOL ON SHEET J) t M 1 'i '' SCHEDULE To GLASS I PAWL LENGTH CONCRETE ANCHORS l-. SEE SCHEDULE ON 1. -.- - :. I. #--..,tA-.-: - : T. (SCE SM SCHELENGTDULE 3) l piSEEN ON 511EE 3 L._-_.._- SHEET (SET SCHEDULE -. _. 1 ON SHEET 3) _ _L__-� SNEF/B 9 iHROUGIH IQ>) I -01 Y I 1 r / I 5OI• �j j =4 1 �% EOSRHII . O/ISS 1 �' 5 1 MAX e. �'r -,. I .H.-ar I 56X i �. 1 OF 1' 1 ; t 1 E.D.) -- 6 i% r; ; �. : wx. r f i --I' a a 6z ,'J_ CD I I t to%. I E.D. r.; 1 I i :' ,/2' I .. _. .- L. • 1 ice/ 3 - - Yr� 17 j. ,f'c�T 111, 1l� r" ; EXISTING OR . 1 O 1 tIr aC ',. (-- t ATPLIUBLE), 5 .. I �. •.. i(M "im ml'�DI6alW q COFCREFE �DCK ( OONCREIE AMiAp95 -_ _ _ s r', N2 1 t I _-ED'-.-Fa- Ile -a,• SS WL W/ MIA --a ti ,/T ot. REQUIRED. �/.. ,: -1 .-..._. __. _ _.. __ I (SEE SCHEDULE ON J,J-1'Min. SEES9THNDOH 10) ;; ,, W/ (S10NLY WREN SOLID-'--LGLOCATION __ _1 %fSET ..'. Q A N.Wx-INOR ARE USED A W/ WHEN - ALTERNATE CONCRRE_ f�OSnw, POTTED CONCFEYE ANt010R5 �R Q071GETC BLaCR RE'OUREO. COWCRE7E ANCetORS ARE tUSara CON0RETE BcoNCRETE,4 OR CONCRETE BLOCK REQUIRED. (SEE SCHEDULE ON ST,tCO[Rm W/ 116- SHEETS 9 THROUGH 10) (SEE SCHEDULE ON 4NEE15 9 i1.RO1OH 10) BUILDim MOUNTINGYdI�ARYifaLNG SCALE 3/6-1• SCALE "AM 3/4-1- WALLWAY.- IMIMNL7iREJYLiL2[ lMi{3'. MOUNT 1lSCSCALEII 3/9.IT SCALE AgAuu1'Irwa eA ��aCEN....... * FLORIDA WILDING CODE (ton IRA h Velocity Hit an@ Zone NOTE FOR COMBINATION OF SECTIONS: E.D. EOCE DISTANCE (SEE SCHEDULE ON TOP ! BOTTOM MOUNTINGS CAN BE SHEETS 9 6i 10) COMBINED IN ANY WAY TO SUIT ANY _ : 44167 i SIT: * . * STATE OF`� - 90:. - • � AL' /QRID� .e'� /�'LA7 e"IN" aam. We. 24 CABS GALVANIZED STEEL STORM PANEL i L E C O INe GLOBAL PROTE `nom�W '�I �• ! .9"5 AN. It stw .R r I. M" a xIN1W •,wA.. a1W DIM. FL 33311 r'• PAN ft. � mx 20-175 INSTALLATION. •• V II...: Plq m-m , a ,1>M tl1-aN NXIr.N: (N.),I -TSAR• /Nt GFa)alf-sA7 IN m L i:. ►t- w ant A W N INSTALLATION DETAILS FOR REGULAR PANEL Q INTO WOOD ---7> - E lF0 WWpppp�� ::.�--- - �-_ _ _.--uG1 TM (R," I ". OEM STRUCTtJRAZ _ I ADEDUA.Y OF EXISTING W000 i. SEAM TO BE CERTIFIED BY 7{p.....T.- E¢ + REGISTERED ENGINEER �`- f OR 1I .0 _LOLL ARCHITECT PRIOR TO SFWFTEA - Y,,,AS�' INSTALLATION. WOOD ANCHORS ALTERNATE WOOD I I .- 1' Mtn. - } - (SEE SCHEDULE ON (SEE SCHEDULE ON _ - itH' .V W+N-WI, ,W aNsml t15t So" ON EA --EA•.: _-//.'-2wl' S3 rs. R/ W1 ' SHEET I1) Stw 1t) F} - !) it ..- • I1 ,/7' et Ip 1 . - L 1/2' !l, /4' . 1 --MAX. WOOD IEAD(R 1/2• _._____---_ ..-_.I y ��� E �/8�) I REOU9ED ._ t_ _ ' to 9RA GLASS- 1 L ! l I M o. Ip• OG A WOW ANCHORS ( I (SEE SCHEDULE ON : I "Ar p' 1 IRA 1 SHEET 11) 1 ISEPARA110N I 'C7 i "'�,,f . SCHEDULE 1/4.Oa1' I i ON SHEET 3) -1 WB f"LTf M LINT. SPARATON TO GLASS. j Yj v I. ... f - - _ ; - .: IN RHBL i r (SEE SCHEDULE ON SHEET » I 1 I4'1 1. 'L• MAX. I 1 t PANEL LBNSTI XI 1 1 NDa". OAA 7 N G _ " PANEL MINX. .. ___'�. 3. i - m FIR 7 (SEE SCHEDULE " _ --I--- __-__.1 1 1� 1 i UBOIo oIal Y-tl ON SHEET 3) (SEE X _ _ -.....-�r - 1 ,_ ON SHEET 3) O7AS5 j.-_-.. T.,.-..._ I I 5� O °IMD'. OF IV I 1 I -- -� MAX. ',, I . .11 1 1 I EO ` ' -T' f e4ll lTIb0 I�ALONEb 1 I TD ., _' 11 . ._ - + i-- Tf6' WOOD 2'.4• WOOD PLATS `' , _ _. t - _ .---.pECN REOIARED _+ -' '. �Y00D ANCHORS WOOD ANCHORS . (SEE SCHEDULE ON - - (SEE SCHEDOE ON _ _-- 3/4• ---. _` - ' I SHEET 11) SHEET 11) ._:: _. ---- - `... I.. ----2' MM.-- .._.- _. CEILING AND 0" MOUNTING BUILD -OUT MOUNTING sbAE ALIERNIATMEALTERNATIVE AW SCALE 3/6.1- t1yF A. r/(4 3`'ENA$+ : �� • NO.44167 NOTE FOR COMBINATION OF SECTIONS: *: FLORIDA WILDING CODE Non h VeI« HurrlooM Zone : 1. INSTALLATION ARE DNIr VALID FOR MAX. AS.D. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (P sJ AND PANEL LENGTHS t} 1E . Tf N7oa0 tRtlm. Ne 24 GAGE GALVANIZED STEEL STORM PANEL �, w, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SNETT a p'• T WSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD f�O '•`I` C'• __ -/VOMM ''• IL E C O PROTECTION PRODUCTS, LAC. MEMBERS TO B E SOUTHERN PINE No 2. W/ SPECIFIC INc. oaE DENSITY OF 0.55 OR EQUAL /QNAL E �.A..,._, 49m a31. e, Talm TYllr AIM II7.rll1111111aIN --a Y s,+.. s.. 0iMIL n. IMN 2O-17S ( w.. PMI +.r,..:7 N PLO@ (9B.NIN-A40. Ne Mgfr-Wm ►E UNIAmm URGE R a M W ""RPM" T.. TAALiERGA-OD"m tlr „ 7" 1T•14 0= 7 will, .9._. N N L � -0 -Cu > O C- U O N a) 0-� O O CCL Cu 'O �.. 0- .Cm U a)N =�/•M N "•p U ; KP 4r = O mg = O O LL O .� 'O O L .Q 2 .� ''�^^ VJ CL 0! z FAA 00 w 0 r r.. a. Iv CL ll� go ,� ; v N "= Qz .=3y CEc } CDCc ea =2. „ I r, e 1 l N G2 yCp C Q 3 TIT 4OM.2 aa3 c o 7• a '" E TJ n�J 43) ♦♦= VJ O LL- CL U O CL V, M� W SHEET NO. SH 13. JJ64idlki 11. z A_ ETD C.LQSURES DETAILS FOR INSTALLATION IN POURED CONCRETE CONCRETE BLOCK OR WOOD STRUCTURES: VAUD FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL (f) SYSTEMS 1 I 1.._ = •©� `"' OR 2M WOW �M a/05 n-,{ ALLOY l({f aou-T6 At1U' Gain./1'.I�`2 1/2 TAPCON a "ocCOMM [ _L✓YN•'60pDINAIC POORED fA„p1ETL I 1/.'F P 1 a/{•ODIOER eLaxII"/\FKOUNW J-1 '1i---" .�;OR®,�/1 . � T v '\ x 1 r 1 a/r . •. V 1• f.•.. 1N, 2• . V . D05' A _ aL1FAWlE CEO Llxsmoil t2' ANCN011 J ,• i2' O.0 1MRES r Dye' CONE. ; �1 2. 2' N P 1 y r 1R W. L 412 4W.. E ALUM. AOtE OR ' •.'. � 1--,----- 1 1-.1N0 � aw aA , ENT PLOE BLOCK0 0 2 W W ODRACONCRETE •: r + 17, RICKIRED 2'M• W000 fiWE } 09-1ili O1R aou-n ALLaT ' 2 1/z 1E 1 / 45 Qlr / CBn. AWL. AIiOIE EMS. �f,�4' �....---•�'•--------.� MPa- CAP Ile 4900 e. e..072' • it cm 3105-N,4 OR 9Na-(6 MAD, N/4LEIµn ca 4 N_ AMPS CASE A (PLAN) CASE B OCLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•-t SCALE 1/0.1• SCALE 1/0.1• SCALE I/e-1• w!D-SET an CAuc-N co ELOO 1 (/��� PANED WNORLTE`. Eff1•IO TRM T "F9NE O AND Ij% Y PCYIED W �'. _-- wa t--- alp ,� OR OONn DID(( 'so or CY OR PANE7Wi PUJS iYE C0IORETE BLOC% - MATTES 1 1 OR ri.' WNIDo SOLE a IWBIING SCNiDUE ON S/BETS F. - - (NN. PNYEt -' -1 4 & ® 11WE 4EOUaKD AS APPUTAVE ,0 k 1') OVERIN O WON)rN.' Roo( FRAME r IAa COMOR tE. CONCRETE EOM3ED ! �.+,. r3 , o►ENNo w m3 OR Y.4• eoo0 newt•+ •'"' -L/'�.�)(/per/ f,.,'Y'a.'-'•.r•r"".r 1 VARIESA - `� ,© OR `� ..-�I i�DOrt w/ ANCNOR[9 rRQR* k am M7 MARS PAMIUL M 1�7pRp, YNLL (NEVEII M EEO P4EL) Ali x - 6.0. DISTANCE .�a�` 'L 1 CASE G (PLAN) ,I°"`n•°1E ii0iaG, `DER••:•• `/% SCALE Ile- I' WAUATICIN ONLY t DIRECT MOUNT .ur •roc g 3�; •'L+,�ENSf 'v9 V CERTIOR FIED PANEL INSTALLATIONATWALLS W/ AT _ No. 44167 SURFACE LEVEL VAWAT06 WrWN 3/t' FLORIDA BUILDING CODE Non Nuh YatoaitY Nurrkone Zone CASE E (PLAN) CASE F (PUN) Osm ?LTOM "L 24 GAGE GALVANIZED STEEL STOIC/ PAWL F.P. 1/4•-1' L.yCAA''•. Al DRI•N BY, SCALE 1/e-1• SCALE � ESC •. W/nIMM ILE C O GLOBAL PROTECTION PROWUCiS. LLC. Fac CND- FIdN1H/-E•�•4j' f1.. R. tw r.M ka°K 1. aw D~*•'L Im'` 20-175 (LN)1LL-sm ` M.44,.ir CM•Ons115 .p. r,r E,.A� ORIRNa Nn PAL EM/9014vlaybW[ IY41M A Ar- PE Y iNOwl a of in ",COMA 441#7 MAXIMUM A.S.D. DESIGN PRESSURE RATING (RAB,f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 10INSTALLATIONS AS PER ALTERNATIVES TW THRU 4W, ON SHEETS 6 k 7) MAX. A.S.D. DESIGN PREffiWIE RA71NG (P.-J.) EUXMUM ANCHM SPACM FOR E.D. - AS SHOWN ON SHEETS 6 A 7 NPPu TERA a ND• or THEM MAtOYyM PAWL �N+•m i• TAPCON LAG SCRLW PANCLUrag" 0 iEEEAIE G PA PLUS PLUS 12000 BUSW9FN) 13' IT IT IS' In (BOTMM) 6 1/2- 5 1/2• 5 1/2• 6 Ile 6 tn' (TIP) - - 6 1/4• 12 1/2• a 1/4' (BOTI.•) Ste• r - ' r !• - e• D' D' - iTdP) LEA r 8• — - SN (BOTTOM) 1J' 1 ' ] --- ,]' , . 3 1]• (TOP) 145, -45 OR LESS IY 13• t 3 73- 1r (E1TON ) 13• Ir 13' IJ' a 1/2• N (TOP) IT IT IT 13• 6• iW (NOTION) 6 1/2- 6 1/2, a 1/2- 6 T/2• a ,n• (TOP) 1/4' 12 1/2• 6 1/{' (BOTT--•) > rob• 4 s n 4 612 / 6 i " n - (TOP ) 14'-4' t/2• 4 tn. r 7• - 3W (WITOU) TO In' 9 Tn• 12- 12• e to (TOP) IT 13• is. 13, a 1/2• 4N (BOTTOM) SEE TABLE j1 FOR MAX. A.S.D. DESIGN LOWS 61 MAX. PANEL LENGTHS WFEN SPACER "IS • USED. ENO ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. DEs" PRESSURE/ UT M. MA;VMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SWEETS 6 A 7 APP o1B1E a ANT DyBCWON OF THU "aam PAIL NTH T.• (flJ TAPCON LAG SCREW PANEUMTE FEMALE 0 PANEIMAIE PLUS WOOD ]PUSHING 13• Ir 13, IT 1T In mg IIT3 1 Ir IT 6' N (eDFiDM) 6 /n• 6 1/2' 5 1/2' 6 1/2' a f/r (top) - - Bile 121/2- 6 1/4• mm1) s•'O• _ r - 7 1/2_ - N. - a. _ _ Me] ILESSS 7 n r Ir ]W 143-45 TO 475, -7a )]' 1 ] - IT 13• IT (BOTTOM) 13, 13' r , 13' to' lo• (TOP) 7T is' 13' IS 5 ,/4• 1N (BOTTOM) a 1/2• 6 1/2' a I/2' 6 t/r 6 1/2' ()OP) _ _ >5•-r ro 4, (� r-r p• 5 1/2• �. r D' - 3W (6DToY) IT 12• Is' 13' 5 1/2" a (TOP) 13' i J 13' iJ' / D' 4W (NOTION) • SEE TABLE 01 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ® Is. USED. CORIIESPOMM ONLY TO ALTERNATE 21Y ON SHEET 6 1eBu:..Iti a A.S.D. DESIGN LOAD li1Ni P1P� 40 PSF OR LESS 6'-6• > 40 PSF TO 50 PSF W-2• > 50 PSF TO 60 PSF W-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FPOALE ID OR PANEL MATE PLUS ANCHORS * W/ SP +YITNL 1/2` O.C. INSTALLATION DETAILS FOR UFE SAFETY PANEL (f) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/rs TAPCON. _. �WI'OMtD ,/4•R T,--an POURED ANCHOR • 9 O.C.' CONCRETE 9LcEx ANNCNOR • 9. O.C.,. co"Crcm GLOCK PEONRED. : ' fEQUMEo. a I 1 CD• �/ I ED,.• EXIST1N1Gj LSspl4 GRASS:�t N 1 tCiN G,W, 7�I p I._.. j t MEN. p (FEELFIL EVATIH (SEE ELON i 1a. N-' ItS 1 ON SHEET 12) I ro GLASS. A TO 1 a 1 1 LCACOVICRETE C OR REQUIRED. BLOCK /. -MN, i; I /.: rC -IA 1/'o PAELINTE PLY$ _- ANCIIOR IS12 1/r O.0 SEE OEM Is a to FOR action TYPE a w0cm FOCI OSMUATOMd om WOOD rMAE &%am MMMN AAXIIOR 9 VMM AN0 MRAANY IDDE DarMICE ARE 10,0II11) ON TINS SCHEDULE. ran La TES It" MU70 ON SCEDLAE FXD= ANCHOR SPACING N MULTlLYRO SPACNG SHOWN ON SCHEDULE N THE EOUDMO FACTOIR ran im OPWAVM TO E POB36L REDUCED SPACING OwM3NED UWA FAC1011 SW" Not E UM TWO 1NKM SANAG 00CAED T'W EACH Now TIRE ON THIS 9,3EDULL 1/4'. Iles ANCHOR 1WE _ GADS WMU ANN4011 71NOa 00 ] 1 •rrNRr aNAn4eP 9nJ 3 3 a 1 ,/2 mommo0.aA NINpIY M t.i a1RL NE tliaQ ITDS million I Ile .30 -....__Y -- - —3 1Ir _ _-- - 4n 1• MAIL 6• PANEL LLIGTN (SEE ELEVATION -_1 ON S/RET )/7 E O • / 1 C014CREIE /� __ � J _ OONCIEIF 81.00, REOLIRm. _ _X �, i' 1 IBENw1 /4•I IYHIElA1AlE P�:yp.�.,._ MICHOR (MEMOS()WALL MOLIbITINIM FWINDA BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING (Lvi,f j AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PNEI (JI) INSTALLATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES (VA O ONLY FOR PANEL (2) INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 eT 5) Win. AS,D. DESIGN PRESSURE PAYING MIXBaN ANCHORS SPACING FOR YN ED. PER SCIEDW BELOW APPLICABLE ro AtANWYUtI PAWL Li7NGiN T.' 00 MAIL ASH. DESIGN PRESSURE RATNG (p,S./.) 6AIXNI M ANCHORS SPACM FOR MIN ED. PER SCIEDUU 6E1U0w APPUDI4E YMO LIAf0YL PANEL LENGTH 1' ITT) wow 501UD-SEE p) -� toPLU 2AEMC-NARaI C U(-N a tn, 00~- 0 i/Elt 1APCON SIXD-SEE PAIESLH!1 FEW(E 10 P PWS LAYC-NNUN WA- OF THEM m 10 M 10 M 10 1e Tp M A A n * LESS tr 1T 13' IT 1]' 13' Ir IT Y /Y , T tY i T 1 N•�' OR LESS ro••t5 •60. -es tY 1s' 13' IT 13' lr ,Y 13' 1 Y 13• IT 1 crop) e•_P Olt LESS it IT 13• is, IT IT IT 7T IT 13' Is- tr 1 (eorrom) 1J• 13, 1Y IT 1T ,T 13• IT 1T it U• , (eGTTaY) ir« 1r 13, 6T ,r IT 1T ,T 13• ,r it tT 2 (Tor) I]• U- 13• 13• ,Y tT IT 13• iT IT IT 11 , tr IS• 13' 1 • 3 IS' IS' t3• , r , • 3 , r , T 2 BOTTOM ( ) u• ,r , • s , T , • 3 , • 3 1r , • 3 ,r tr u- ,1 I 2 (eD+TOHO - IT i]• tY 13• tr ,r 1r ,]' tr Ir • ! , • 3 U' crop) , • ] , • ] , • 3 1 • 3 IT , • 3 u" u• , T iT Ir 11 , D troP) - - 12 ,/r 12 1/2 5 1/4' 6 1/f 2 1/2'.- 1/2 - - 0 1/4" 0 1/4. 3 -VON) - - 12 1/2.12 1/2 6 1/4• p 1/4' 2 ,/2• 2 t/2 - - 6 1/4- 6 Ile 3 (117TRI/) r r I r 0' e r r r r 0' 6' 7 1/2. 4 (EDP) D• 5 t/r 1• e• e" 6 In• r 7 1/2' 9• a• 6' 5' 4 M _ p• _ N• _ N• _ p• _ p• - 4 (BOTTOAO s� is'__ - T3 e• - e• - e• - r - 6• - 4 (IBOTF00 -pT I3• 1T IT IT IT IT IT IS• ,T Tr IT tr 5 (TOP) tr_ 13, IT ,s' Ir IS' Ir +3• t3' t/4 (TOP) 13• is, tT Is- 73' ,T 13' i3• IT '3' 13" ,Y (NIUMM) lY ,3• 1r 7S• ,r tr IT t3• -I3_ 13• _ SJ` _11 IT 11 t/ 5 (BOTTOM) 13• 11 --is- is- _ IT it IT ; IT _ IT IT tr is, 6(TOP) U• IT 13• IT 13' IT IT IY 1r it t11/2 iMP) 6 1/4• 5 1/1' 6 1 C 6 1/4• - - - - _ 6 1/0 4 1/4• 6 - - 6 1/C 6 1/4• 6 1/4• 6 111v _ _ _... 6 1/4' e , 4' 6 (POLE,.••) IT S. 13• to 1/2 Ir r Ir 7• 7 t/2 5 in IT 4 1/2- 1 >5,�• TO I4 -4' IT W IT is' ITD ,/2' IY Din' 9 1/2' 9 In —I r— S , 1 3•-r TO 9'-6• IT r 13' 1s- ,T 9 1/2 IT 9 i/2 ,0 In 7 172 tr r I (NOTION) IT 7 tn• 13' 13• ,T to' ,T to' it' r is- 6 1/2. 1 (BOTTOM) IT r IT 10 Yr IT r it r 7 1/2 5 1/2 IT 4 ,n' 2 (TOP) is- 0- Ir IT 1T a 1/2• is' D I/r 9 112-1 6 t/r tr 5 I/r 2 (TOP) IT r IT IT 13' 9 1/2 IT 9 ,n }0 to 7 In 13' 6 ln• 2 (BOTTOM) ,]• Tr IT 10• IT to' I,• e• is- 6 1n' 2 (BOTTOM) U" 71 IT 13' ,T 9 1n IT 9 1/2 10 1/2 7 1/2 ,r 6 ,/r cmp) IS• ,T IT ,a' IT 10• IV' D• Is• 6 fIr 3 (TOP) ,2 1/217 1/ 0 Ile 6 Ile 2 1/7 6 :/4' - - 6 1/4' 0 1/4• (BOTTOM) 2 ,n 2 1/2 6 Ile 6 I/4' 2 1/ 12 1n - - 6 Ile 6 I/e 3 (BOTTOM) S1/2' r 3 1/2' r 1' 4 1/Y J' 6 1/2• r (TOP) r r r e 9' 4- 4 t/2' 3 1/2• 6 1/2• 3" 4 (TOP) e• D B 1 5 1/2' 7 1/2 4 (BOTTOM) JIT7 s w Y 5 In' 7 1/2 (Ba1 OM) ,T 13• IT 9 1/2• IT 1 1/2- 0 I/2 7 1/2' ,]' 6" (LOP) Ir IT IT Iw Ir 10' it' a' IT 5 in' 6 (TOP) ,3• T 1J' IS• 1!' 9 ,/Y IS' 9 i/7• 0 1n 7 ,/Y 1T a in• S (aUTTOMI tY 1r 1r 10• 13• 10' it e• lY 6 I/r s fern>MIr 5• 13• ,0 1/2 tr rle 1' IT r 7 1/2' 5 In• IT 4 ,n. 6 (TOP) IT IT 1r D 1/2' 13• 6 I/2• 9 In• 6 1/2• 13• 5 1n• 0 00P) 1/4• 6 8 1/{• a l/4' 6 1 4' 6 (WIT.-) G I/4' 6 IW 6 1 4• 9 Ijej I6 1/4' 6 t/A' 6 (BOLT!•) SEE BMW I I Pop AALaOW9 T'TE a SFMNAG FOR O W MA.O 6 INTO "00 NNE 90t=M. • MOWN AM,>OR SAAWKS AM 1eeAA EDGE OWANCE AM NBCAILD ON MPS SCHEDULE, FOR Ems. LOS THAN 40CA10 ON SREDIAE REDUCE MROR WORD N MA71PLVM 9PACA10 SLOW ON SCMM N M FOLOaNO FACTONS. FOR INNS CREWMEN 10 E POSSIBLEE, MEDMOED SPACING ORANED L9a FACHR SH11L HOP E LESS TNW MINWN SPACING NOICAOM FOR E40A MK110p TYPE am im S(7EMIRE. 1/4'm I/O-_ i/19 1/4•F 1/4. ANCHOR /,� D,NA-N tMOpI GaaEt 6MNOaa4N WON" Amman SAM04 (N.) a 3 3 7 2 "r 1 1/7 6aswI11DE P.) 3 3 I/r r 3 ! 1/r 3 6IBURQpJf.) E1O1 3 3 1/r ]ITT' a 1/f a 'Ir 4 AONK 1u NNOWIDE fw FACTOR 1,36 all - t 3 /r oa, Dan 0.0 •• SPACMKTS ONLY VALID YNI(EN SPACER IS USED. SEE /1 FOR MAX. A.SD. DESXON LLUDS Nk IIA)L PANEL YW(EN SPACER USED. 7AS 11 A AS.D. cam LOAD MAXIM MPNEL um 40 PSF OR LESS 6.-B• > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE OMX VAUD FOR I ISTALUITIONS W/ SOLID SET ANCHORS t W/ SPACER AT 12 1/2. O.C. __ AtiCt4M (SEE SECTIONS • ALTFRNATt4M ON 504EETS 11 14. ,p a16) -.. j r MAILR-IA/13. R-2A/13. R-WI4. R-/9/13. R-21I/13. R-3B/14. r MW D.M.. ). I' R-LAW/1% R-2AW/15. R-3AW/16. R-iBW/15. R-20W/15. R-30W/16. MOL or _.------. - = -------.__._-----------.__ __._._._---- --- . �! v 6 O O O O O C I,f - - � ----T--- { - -- ) �I -- ---- L/2 t 4Y-COACT' SS. BOLTS WOI, 1- O (USE FOR PANEL LENGTH - - MAX OVER 7'-G' , O PANEL ULI1G1i/ IP PAWL RECULM STORY AN Y-e' a +4P6, -40A .SAT. REWIAR SMONa,N _ , - , El LOOM _ (N T) �_ _�-,.____ /OVEpIM MG PANEL BOLE LIFE SAFEIT utM PANEL r-r a +30.0. --%,a PSI. (w/o &EB AP YID PANEL EFJEGm 60L10 1-r WE PANEL LENGTH A ) , i 1/a•R-20NI• .. .. , _ - - - - , _ _ t - - _ . - _ - UK 2At ALL Moumfe IS S.S. AT EA OBOLtS w - - -- -- -r- { --- j' (2S NOICEIES AT SSW _ _ ,___ _ N• L TION O UFE SWEETS"'+ --._I - I�. C - PANEL BOTTOM CORNERS ) O =ONERIAp� -WOaM- Or Q WNW. NUT AT EXTERIOR�-WING HUT AT :. s t4N( LEFT PANEL - RIGHT PANEL TwL t INSTALLATIONS ONLY VALE FOR WIND t MAN. R-IA/13, R-2A/13, R-SA/14. R-16/13 R-2R/13. R-36/14^ ts' to, SPEED uv To 170 mp.N. __._..__.R-LAW/15. R-2AW/15. R-3AW/16. R-IBW/15. R-29W/15, R-30W/16. ---ANCHORS (SEE SECTIONS a ALTERNATIVES ON SHEETS 13. 14, 15 8,16) Ile MAX. GAP LIFE SAFETY STORM PANEL Cl) ELEYATION (t) tear SCALE I/e-1' REGULAR - STORM PANEL ( Oi6m+,P 1 MOTE MLEC/j REGULAR SroiWA PANEL kw. OAP: 1 LE¢ PANEL _ * 7F i FLORIDA BUILDING CODE Non High V"Wociftfy Hu one WERIORs e,� F ORIOIL ; �4>` .NGG n1Ew RILE 24 GAGE CALVAIRZED STEEL STORM PANEL ppN z SSA �..... �a� :CTION A -A cNV IL ECO1Ne.GLOBAL PROTECTION PRODUCTS, LLC. "n 4E0 iw. SI MEET (25 SCALE 1/4'-1" PHI 'G•> Not— IMME w : aey �Io P o, o.'R' wale (N.na On, N).. 20- INSTALLATION_ DETAILS FOR UFE _SAFETY PANEL in INTO WOOD STRUCTURES ! II i READER _ _ ;i WOOD HEADER - _REPpOO HEADER _ _ I! j �100D HEADER h/REE NEOUBED I- 1 4's prCW - i /4•N TAPCON 1/4•I TIPCR{ ,. 1 4Y tAPOON II: a 9' O.C. �.CIOR a r O.C. a r O.C. !, ) -4) AI)i / I t 2` 1 4' t 2' t / t j (LAX. `'-11/4. ... /2• r II/P � n• 1/ M4A_It II - mw, I': WTI.Mw �j1 WTI. < I , .. II 1 iii 1 1 I + I 1/4 RN1• N ; /.. ; 1,.',H-2a.1• j Isj A. 1,4'Y-Tq,.._ k. y..' j _-- v F RBn M E71 N • 1 'fii. 6Qft • • �A - �'.'F T _R�'4tA•E'n W.AQ� n• s tl I tea. .," N I 0twg ' e .' 1 O w 1 -1 1 p.... _ .�,: :,^ pE /01 NI6 -i _ _ '•'-•'R Ot PLR A1LL GLASS p 1 c 1 L• EWE. q 9 IDON POI 7•ai. IDEA •,Q 7.4T InA55 p '1 - 9 ; _-__._ 1� 0• A R a_— '__ -•T"-- (� CITY m p _ 1=_ _=,i_ _- ._:_L_- SEEPANELEVATLENGTION o. i EN 7M R I ? PANEL LENGTH PANELLENGTH a 1 p ON 5 .J p 1 ON SHEET ,2) I ELEVATION p -. T.. ___--_� -�/". _-.�._-._ (SEE EIFPIION 6 _-�_ _.__I I(SFE ON Dim 12) W i W 1 ' - ON SHEET 12) N 1 e--SirAam+- .._ ; • P-__.=�`-. --. - _ ;-': _�-y I TO MUSS E a 1 -0 TO GtASi , �:J L/2 ; -_SEWRATIOI-- N \J a 3 a t IAb. I , TO CLASS. , ; F----iRIPON ; L/2 ',.. 9 ro GLASS. , - _ /i , 9' FA EO .--_-411, Iolri W ! 1 2' I_Cl I _ au+ fL / 41r L/ PLATE _+- ; t .� gin•N3 I�! it '! I •,tt TAPCON 1/40 TAPCON _. �4•R WOOD -. V CHOR a r O.C. j ' i' ANCHOR a 9. O.C. ANCHOR a 9' O.C. PULE I: I N I STAGGERED W/ STUD - ..L, j a7A686RED W/ STUD '. I 1EOIEED---�ANC,yORT i O.C. WOOD WOW .. .:� � f .` e LJFE nr 7�EFi 60, IN - - WALL NIOUNITISM WALL WOUNTINGS SCALE 3/4-1' ER A' Tik/l y1 '• ENE •'•:� FLORIDA BUILDING CODE Non h Y HIM one Zone) Mf7D:S. . 44167 a°� a,� K. 24 CAGE GALVANIZED STEEL STORM PANEL NM.r'N i, INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN T PRESSURE RATINGS (P.R.1) AND PANEL LENGTHS AS # # IN, N/n/mN PER ELEVATION ON SHEET 1L S STATE LTa1q:E:C:0�iB.MOM PROTECTION PRODUCTS/ TLC^2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD Y'•4a00 Se. 6, sww `EDR(0 MEMBERS TO NE SOUTHERN PoNE No 2, W/ SPECIFIC °A^' �I.d .•o;.�7�M1, A »,M WAVE. a a33i4 20-175 ,i'r •7 - ,>. A W O,-,®, Mae (N4E6M-75tl. FN¢ (M{tEp-sm DENSITY OF 0.55 OR EQUAL ,Sj••• ""+�••^"••• 41A�r Me nn. Nrr MN 011!Ne1N ••: 'y. /M'n ,N4TT71 PL u •• 1 ORION is 01 1a MAXIMUM A.S.D. DESIGN PRESSURE RATING (R a f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL I ti INSTALLATIONS INTO CONCRETE A( GONC-RETE BLOCK 'STRUCTURES --- (VAUD ONLY FOR PANEL(D IWfALLA+TIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 A, 5) MALE A.S.D, OCIAGIN PRESTSIIIU E MAXORN AN "m SPACING FOR WN ED. PBR SCIEDIAE 1001E APPUCAIEE To N ANY AIAxaKY LENGTH v tn') ETA%. AS.D. P RATING (PSI.)Wm= MAOLRM ANCHORS SPACIIA FOR MN LQ PER SCHEDULE BMW IN ro E 6WMW PL TAPCOH SM,_BET ZMM-MAIN MX-N TAPm SOLID -SET FEMME N p 2A60C-1 41.N CALK-01 A. 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O IT 7 in- IT IT IT Ia , Is- 10 1/2 11 1/2- W IT r 3 MP) is- r tr ,T IT 9 ,n• IT 9 1/2. 10 1/2 7 1/2- 13. r 3 (BOP) - - it 112•12 in 9 I/e 6 1/4• 12 1/2 6 1/4• - - 5 1/4' 6 1/4. 3 (BOTTOM) - - 12 1/r 12 1/2 6 I/C 6 I/4' 12 1n' 6 Ile - - 6 Iµ' a 1/4' 3 (eoTtoM) 7 1/2' 3 1/2' r r 7 1/2' a e• 1/2' S• 3 t/r r r 4 (TOP) 7• r r 5 1/2' r 3 In' r V 4 1/2' r s 1/r 2 1/r 4 0O') r - D' - w - r _{ - 6• - r - p (eOTIOM) r - a In• - r - r - 5 t/2' - 7- I - 4 (BOTTOM) 1T 7 1/2• IT is' Is- to In A' ,G 1/2 11 1/ e- 1T Y S (MO) Ir 6 1/2• IT IT IT 9• is• r 10• 7 1/2' 13• 5 (TOP) 13• 7 1/7• 13' 1r Is- 10 1/2 13' 10 1/2 1 1/2 S- 1Y r 5 (BO7roY) 1T 7• IT IT 1T 4 1/Y IT 9 1/2' 10 1/2. 7 ,/r IT 0" 5 (BOTTOM) it 7 1/2' IT IT IT 101/21 IT to to I , 'Ir r it r a (10P) 1T 5' IT 13' 6 in• IT 0 tn' 7 1/2' S 11117 , ♦ 1/2' (BOP) 6 Ile 6, 4• 6 1 C 6 4' 161 6 1/$ 6 (9Dtt.••) - 6 Ile a 1/4' a t/A' D Ile - - - 1177 6,/4' s l 4' a (BOTr.•• m 24M 11 FOR MK"M HYPE a SPACING FA Sa1AUA wa ONO WOOD FR6E alEnaae. • 111MRN A1NOW WWMOR AM MNSAN nOE D6YAAW AM IM)"TLD ON THE S!RBOME, MO LW LESS TON NBgim aN SCEEARE am= MOM MOM N WLTeLYaO swam LOOM, ON MMU We M /oLUMO F W?M IOC THIS OPLWON TO E POSSIBLE. III UCEO 9,MCIIB WVMW 104 FACIOII DOLL NOT E LESS THIN YMMIM SPACING SMOM ION DIRT AICI@R 111E ON D1a Smawo. tp1 Ile. ANDIN T1}R _t/41 fIPOeM 9Borc G"_W mmum MCOII 9Wwc 00 3 3 3 7 2 'Ir 3 1n Y1RMA•®E iMi 3 3 ,/r r 3 3 I1r 3 ••tARRa,.H aNI a a ,/r ] „r 2 t/2 ] ,/r ACRIAL mt omma ► - __2..R„ _ 4W •+ SPACINGS ONLY VALID WHEN SPACER IS USED. SEE 1 FUR MA)L AS0. DESIGN WADS t MAX. PANEL WR SPACER IS USED. s&a A.S.D. DOW LOAD M PPAM 40 PW OR LESS > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE ON_Y VALID FOR INSTALULTXRIS W/ SOLID SET ANCFIOR.S k W/ SPACER AT 12 1/2. O.C. 1/4.0 TAPCON __ POURED ANCHOR a e• mt; _ -_ _ INSTALLATION DETAILS INTO POURED CONCRETE 1/4•0 TAPCON _. POURED ANCHOR a 9 0 a �REIE FOR LIFE SAFETY PANEL) OR CONCRETE BLOCK STRUCTURES 1/4•0 TAPCON..--- ANCHOR o N• I/4Y 1APCON - _-, -. POURED ANCHOR e B O.C_ •,. - y' RBLOM CONCRETEeOMLOC+c .GLAED. REWMEO. CONCRETE 91ACR ACQUIRED.," mm tTEWHED. Ile LED.• fl 1 ! ED• �' • 1 40- i -(D 1 fl X 1 p t• Mn. 1 - p H 1pYraa,' E11ISTE6'N„R rouALas� 1 t/.v-20.+• �: EXISMN¢�1 9B]S_. Aj G1A45 P. -fN, OAlSS l r L 1 Mt a1mwRFe• -. lolD1, Pi-W r I 1 q 1 p � .. _T. - • " i• WIAX. 4 1 PANEL LENGTh(SEW 6 PANELIE116T,1 p 1 E I ii - SHELEVATION A (SEE ELEVATION Yin. 01EET p6 _T -) ON 51ffiET 12) N"-SEPARATIDN-� • ) a r . }' 1 r 3/4 f - I/4-0 IAPCONN 4 ) ANCHOR 6 9. O.C. DOING POURED CONCRETE OR CONCRETE BLOCK RECKONED. WALL MOUNTIMM SCALE 3/8-1- °• 1l { 1 e0 TiVCON ' iNCNaR a N' o.c. - 11 RR--11BBBItl x Af�.OM O L1PANEL SE 6Is e to MRMCI10R5 AH1elOn 7erE -- /49! - THE ff17CNG FOR 14TN1AlO,a Sn0 A SPACM DMACW 1N11RIK MOOR MUM Wa Wo06 NNE eNDBGe MINIMUM ANCHOR SPACINGS AND MNMIM •1•PIBRNNIN .OrN,w (11 a Tam offmoxY ALE po"m ON MACS 9oHEDUIL I" ED. LOS rAm OOp'ARD amSCHEBAE REDUCE ANCHOR SPACING Nel„NP W ON,11,t1 iN, py 3 N MULTIPLYING SPVww WON ON SCHEDULE N THE FOUDR9O FACIORS "A mic own 1#DIBII , ,/T,------ ------ ----- a3e --- -- -_ _ _ FBI THIS OPOWM TO E POISON EDUCED SPACNa MANED idNO,/r mcm SHE" NNI E Nos THAN ORLON SPONG NOICAtm FOR EACH AKIOR TYPE ON THE Sono L �. 3 , ' - EO0 p 1' Yln. 1 EX67MLCAN�- � 1 _ I/•11-Ear 1 f e7US OLAES • TS a0tn Tw p Im me to 6Nm1 P 7 p I OAQ -4� N 1 p r 1' LENGTH M 1 ) W - - t � 1• MAX PANEL LQOm a _. - _ - _ - -. _ , p- PANEL LENGTH (SEE ELVATION ON MEET $2) Y _ T_... _ - _.� ON SHEET 123 P t EQ • fi aan ,!f Y1 (/4•N TACOM u , 1/4'0 TAPCON ANCHOR a 9• D.C. ANCHOR a r O.C. ousim POURED CONCRETE OR EXISTING POURED CONCRETE OR -COWCETE BLOCK REOURED. `_O NCREIE BLOCK REWRED. WALL WOUNTINGS NNIIINI,�•SCALE 3/8-1- a ( tl 1 n i P p�tOP�0Ud5. 1 6 1 I r E.O.• �. 1 I INSTALLATION DETAILS FOR UFE SAFETY PANEL INTO WOOD STRUCTURES WOOD IiEAIDER youoo HEADER eLARFD '•.j 1 t•a T1IPCON , 1 4.0 IA0011 I I • e• O.C. f 1 I! i I Min d',I, I ! r►-2Nr j �/, ; , �FJI tt _ --Y' Haw RPAI4/P GIASSa um 0 te. 1 i... - Y•1) 0 , UIDN P01 Mw - V MAX.6 A I 't LEN PANEL EN R I 1 PANEL LENGTH �._,:_ _ p. i p 1 (SEE EIIWT IN (SEE ELEVATION p 1 ON SHEET 12) ON SHEET 12) R - T- p TO GLASS. 1 --0 1 1 N 11--SFPAWMOM_ N ; 9 GLASS. 1 r I ! 2Ne WOOD PURE NAP-_ ,': j Ij PLATE I! REOUIRED _ i/4•s PAlELWIE PLUS REQUIRED 1/4•0 PAmolum PLUS _ ANCHOR a 12 ln' G.C. \ ANCHOR a tZ tn• O.C. 1 ,iI Aim ! LIFE PANEI pN1wMIhN S >1EVGEbg 9 441Of I FLORIDA BUILDING CODE Non Mch VVi0mcify Nu one Zone 24 GAGE GALVANIZED STEEL ST 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. .q STATE OF DMI PANEL pwwo an DESIGN PRESSURE RATINGS (p.9.1) AND PANEL PO'• JJ R �11 L I �. 'O 6B L B i C O INC. GLOBAL PROTECTION PRODUCTS, LLC. " y LENGTHS AS PER ELEVATION ON SHEET 12 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD ^SIDNAL E� /y'•r:+At/ Nk N4MM ao,Aam 21=2"+'� MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC FNNM ! w... +m-AID" F+:!IMRm-aw P,IONtINsO2a6-7wAK(FNlaw-a»7 20-/7S DENSITY OF 0.55 OR EQUAL pA„00pp""'� 4H. w4. — — Dow" NP PL wan vo/,DUII "out A MUP k. IL awls OF to u. CD VI (a p /1♦ V! 1 .�.d U 0 TL N Q O O CD cu -a .0) U c C = cu (O 0-0 Fn 0 C a. 0 a) CU C> �_ �- E 14--CU �}� .w -0 cn 10 (� O Q ^M^ i/ •� �r/�^P VJ N mo' w N a i• IDSC.- r•C.A O CL c" Vm L.A• d H EO O >. N Z Q tic d •�E�c e3 0 = 4 V 3 4v 3 aA ea A G � 7+ fl. C E � 0 a � CD O W- SHEET N0. SH 1.4 ILA- AL"_ ;LIMIT. �V - - ►, _... �: I �L" ll- -�L 11,117 �11.L..rl. J1:1. lll�ll 1 d..;.•_LL�iIIILI<L,rL ..1 .." .JII - s 1 �F•�- _., _ 1._ )1 ►I: )I N EZi/18, EZt W/t 8 1111C1gR5 - - -(SEE sEtTgr1 ¢f A Al1E1eL,1T1vE ¢,w ON SHEET ,e)-----_-._. -3' MO. - +' WTI. t Nn (SEE NOTE 2) 0.4 NDTE 27 I* SiMN� i ry,^' _,T/i6•R ALUMINUM o _ - - T ' Pop RIVET 1 1 . I. I OT,11111", O1711 I /7' O O O O O O O 21 1 I I I I II I A' 2PER -r-. .. rT _T. r'' i(ENO PANEL)� { I (IrJT{RIOR PANEL) 1 (INFERIOR PANEL) (PITERIOR PANEL) 1 ! E(END PANEL) i j 1 SEE NOTES 2. 3, 4 1 SEE NOTES 2, 3, A I I• ! 1 I I 6• 0' � �� � � I � � � ' PAv¢ ,EMcnf / aN. "i 11 • i • ./- 40c P...f l � �� I •' I I � I I�; � I 1gLTr13 PANELS w/ +/a-7o.1' (SEE SECTIONS AS APPLICABLE! i l.1 so% i -11 orMAX R JJ_LL1J_L1JJILLJJ_L JJILLI.1 LJJIILJJ_ L.L. JJ_1 L!. L J J_ L L J J1._____. P SEE NOTE 1 -. ' Ma. +' M+n. SEE ')WJ� _KITE i NDIE 3 ANCHORS .(SEE SECTipN Q1 A AIiERNAtNE Qtw ON SNIECT le) EZ1/18, EZiW/tB TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANELfj SYSTEM M SCALE: 3/32'-1- /a' W., GAP SECTION A -A \„„IM, HN1,,,,Y SCALE' 3/32'=1" .0•0F.P A: TJL(JT y4_ ENGINEERING ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17869.1 - R2 EX Project Number. 20-31543 Product Manutscturer All American Shutters and Glass Manufacturer Address I UO Donna Road Vyet Patin Beach. FL 33409 Product Name d Desonpton 24ga Galvanized Steel storm Panels Large MiWie lnvW Resistant Scope of Evaluatlon: This Product EvaNretioll Report a Issued in accordance with the r uirement& Of the Florida � �n9 aq De ienmeM W BuauNess and Processional RagHletlon (Florida Buldmg Commission) Rule Chapter BIG20-3 005, F.AC., for sfafewNde acceptance par Method 1(d). The product noted above has been lesled andlor evslueAed as sUrTNrlarlZed herein to show compliance with the Florida Building Code Seventh Elton (2020) and Is, far the purpose Intended, at ties! equivalent to that required by the Code Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT !EVALUATION D=UMEWS EX dralWng 020-3154311tad •24ga Galvanized Sleet Storm Panels (HVHZ d Nan-HVHZ)". sheets 1-S.. Prepared by Engineering Express, signed & sealed by Frank Bennardo, P.E. a an integral part of on Evahuation Report. TEST REPORTS Uniform stale structural "France has been tested in accordance with TAS 202lost standards per test repod(s) OBT-ASG-17.001 by Blackwater Testing, Inc. Large leimpact resistance end cyclic leading parlorwnce has been tested in accordance with TAS 201 and TAS 203 test standards par test report(s) RBT-ASG-17-001 by Black"ur Testing. Inc. STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or national analysis to quaky the following design lrtera: 1. Maximum Allow" Span 2. Minimum Allowable Spans 3. Minimum Gins Separation 4, Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEANOENGtHEFRiNGEa PRESs.COM E NGI N EFftiNGEKFRf SS,COM t. we �I�,IYD A x M.i*P Id Tra - 4 s F, 1. �QS.M -HI�, Y4Jr iF4 N• S L r W F7R >: L'1LG wall_ .rcx o�.'MAx• N'Nl ail u FILL •x r.+ s YA11.D T'T ra rt '.1J rn• srE`t YI 'MF3_t`.IA33 TiF.:JA'TX.JN An lK_N LK._t N S'I I 1 1 o.L .coo• ALl_pMT-YDLDOUT NUuarIRG EIrR116R118 -P4CJ Al xN n c:NON a `1 M a -IC [ U ITL I rTYJC'3.•S-1OK It' LAST PANEL TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILJTATE INSTALIATgN IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES ; (1) EMFNIT111N OF SERIES 2000. E-Z HANG STORM PANEL SYSTEM CONSISTING OF PAN{L + C-t TRACKS TOP ar 907MM. (2). END PANLLS SHALL A_WT 8E CONNECTED TO BOROM TRACK OTHERWISE A STOP BAR 5WAtL BE PROVIDED AT TOPOFSUCH PANELS (3). IF END PANELS ARE CONNECTED TO BOTTOM 'RACY, CONNECTION SHALL CONSIST Of 1/4'0 20.3/4' M S WJ 7/8'0.3/37' W'NG NUT OR 1/4'e.3/4' Mln THUMBSCREW INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR MT FLANGES Of END PANEL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO 90TTOM TRACK (i e. A 57or BAR 15 ONLY USED AT TOP) AT LEAST IWO PANFLS SHALL BE CONNECTED 70 OOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. 1 INSTALLATIONS ONLY VALD FOR WIND SPEED UP 10 t70 m.p.n. ENGINEERING Page 2 Of! - All Amencen ShutLL•rs and Glass - 248a Galvanized Steel Storm Panels No 33% increase In allowable stress ham been used in the design of this product. Separation from glazing Is not required for Installations outside of Wind zone 4 and essential fadhliss impact Resistance: Large Irnpect Resistance has been demonstrated as evidenced in previously hated test report(s). and Is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wild beds as indicated in Me span scheduWs) on the respective Product Evaluation Document 0 e. engineering drewing). Asia/Nation This product shah be Installed In Blind compliance with its respective Product Evaluation Document it e Engineering drawlRg). eking with all components noted therein. Product components shah be of the material splictiled In that Product's respective Product Evaluation Document 0.e. mormiering drawing). Limitations & Conditions of Use: Use of this product shah be in Blind aecoiWnce with the respective Product Evaluation Document fie engineering drawing) n noted herein All supporting hat structures "I be designed to resist all Superimposed bads and shah be of a material listed in this product's respective anchor schedule, Hal structure oondLlons which are not accounted br in this product's respective anelior schedule shall be designed for on a site-spedhc basis by a registered pr114esslonsf engineer All components which are permanently Installed shah be protected against corrosion. contamination. and attw such damage at all times. This product has been deigned for use within and outside the High Velocity Hurricane Zone (HVKZ). Respectfully, CL "^i91A"MNSF(- Frank Bennardo.PE ENGINEERING EXPRESS6 *PE0046549 I Cen Aulh 9894 a // •iN.DN I W3C U•F `: N FYL.'rL . 11 w.l .4 I T r „y ,flat n.v t n WALLWALL NlJ -.;am _ I"^A r Its l,• t M1 f w.•M' T IEI.«Y /\ H: II NN/1NMlx P.Ixt 4 [nP)N ^I. /Y UIF AN - �� 1 1 wit xaxa> n . s :..C9 Ef- H'u .•Fs,.3Nx i i"T rr. r nLY7frJ v^ _ ri •J"R• ^... ^..'-..,.MOPftpNAL rOF2B0TTOM GL05URE DETAL 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954)354-0660 1(866) 396-9999 TEAm0ENGINEFRINGExPKES6.CON ENGINEEaINGEKPRE55.CbM H [ - W ... E-rn R - v w Y • eri :.,uJru z:\I rx+r.c- / .•ru •I_ru:,n vn.. u_ rr r•u YxA - ,N - R - 1^- ,S`n, HHtt • N, 'ivnN � _c FrTH n:• A=sR -E INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL Ct� INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES POLIR£D _ CONCRETE BLOCK 1/4.6 TAPCoNANCHOR a 12. OC. Nil 1 - "-� 1aXt` rKX NFAD TEN w00p HEADER -+•.-' "'� ,4a1' HEX /IFIO TICK t/4Y TAPCON r / __ .J _ - 1� ANCHOR a /z' OC 4�:. © SCAEw a 4• rROY RVOLARiD" 964 Fltgl EDGE OF I .._� EDGE OF �- 09 FD lfj t• .. Yin. '. ;:. t` __ 2- BS saln w q I i Ip' 1 a Fw ant q R - 1 t/2. 1 1/2' D7 ,wl;z, t. ww t' MLR. EXISIING Iro r«PX r EXISTYJC M �i0 CtA55. I 3'hI1lONW �' pa, TG 0 POP RAFT GLASS RIVFT s _.: u eXn w IWt - I -. -- --. �_... _ _ _! PANEL LENGTH aQ I-. ... - ! a urn+• ... j PANEL LENGTH is _vh.__ SEPNN i q--SEPARA710EN ___1JND+2', 5oR pis To 'L' R , 90>< a CLASS , (IF 0 a 1• THUMBSCREW a j 1 a 1 ED, -.. /2' 11MX - .1 _. j} 1/2 Cl _ -. i'4•F TAPCON ANCHOR a 1/4•o TAPCON it -? E%tS1e/nPljlRED •- 7 ATE wood ANCHOR a 12' OC ObONNCCRR CONCRETE BLOCK _.. __ ;_.--REOUIR[D _ REOLARED. WALL MOUNTING WALL MOUNTING SECTION EZ1 SCATS 3/8a1' SCALE 3/8-1' „/HIT/IIrNNNJN OCENTe:' fe11 FLORIDA BUILDING CODE on High V*Ioclty Hurricane Zone) Mom: MIN. PANEL LENGTH MILI. MI I w+aD 7Atepa Ne rx. •; 24 GAGE GALVANIZED STEEL STORY PANEL • INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6- S ,A. * A, = D4rrN 1. PRESSURE RATING +/- 40.0 P:s.f. AND 8'-0- MAX = STATE D4 I GLOBAL PROTECTION PRODUCTS, LLC. °7n�nom PANEL LENGTH. �•., f IL E C O IM• ..B6 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �0�. LpR10 Eli l.v ,lu EanNo a ua11telwto carANr FINAL n. w+4 4 r :... .. s. Axma n mw 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �' S'i •-'ENsipa ; w ant .n_,Au F.: aen R...•Y, N,w4: I4s.Xw-1646. ra <wpoo-FED DENSITY OF 0.55 OR EOUJAI. - NNNONwtl1 19. GAw mO006u1r /slla.•1rVR[/w,T NNLr Pc tM�.-,u "LORDI, IF i4i 7 eRTI +4 a IB ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED �(PERP. TO PANEL SPAN) TOP MOUNT(CONN P. TYPE AS REQ'D) SC-CrIONS OPTIONAL A"-20STITCH BOLTSWRN W WINGNUrS FASTENED O OVERLAPS a MIDSPAN(USE 'y "�•- APPROPRIATE SPAN TABLE) IV i D PLAN VIEW aj �N�11 fjE 4 RO.SSE" / ( + L' 1� BDTTOM MOUNT (CONN TYPE � ♦ L - REQ'D) N .391" MAYBE AT T �0, 375` OUT 1 TYPICAL VERTICAL MOUNBT ELEVATION 1 N T s. ELEvATTDn TOP MOUNT L7110k (CONK TY AS REQ'D) (SPAN ABOVE -OBSTRUCTION) f4DUNT MSp1N�TTt�'O) jjNR. O OPMMT CONK TYPE AS RC-Q'D) (ODNN ImBx lls7RbcnoN (LOCATION MAY VARVI 90TT17M (SPAN BELOW TIm AS RM-D) DESTRUCTION) PANELS MAY BE NOGMEDAS REQ)IRED, OPTIONAL W-2D 5TTTch BOLTS WITH WASHERED PROADE13 THAT CONNECTI. AND ANCHoRS,ARE USED WHICH SAnS% WINGNUTS FASTENED SPANS ABOVE a GELD" OEETRUCTION. OVERLAPS O NBDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GA PANELS GAUGE NMI M P MINIMUM STORM ANtI P t Sk APN IONfR(IM GLASS'; (HYi/2, WIND ZONE A m ESSENMI FACN ITE3) MAXIMUM _- DES GN A ALLOW &F 1 1 NS 1 TA - N Ai R L3ATIONSG E E M R LSsiJ F: !SPAN II n,J.I 7H ABO GRADE -WATO E GRA AN 30' VF IH 7 TAM 30' A VL GMOF IM7 /40 I33001n7161n---- , 130A'n 606M 2161n /-45 1 I30 D n, 606 m 1 I li Irt • SO ! L3U U M G06 M 2 .16m LD66'. Sebw_ _ - 2I5m__ I tHl t121n__ _ _609m_ (70 36AM_ 612._ 2.981n_ .172 - _ 7701n _ 6�M_1.98M DNAN b LNl=UVLt NU I tJ: 1. ENTER SPAN SCHEDULES WITN+NEGATIVE DE.9ON LOAD a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH Pos1TLVE LOADS LEM THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL. MOUNTING EXTRUSIONS j,r-TRACx, STUDDED ANGLE. ETC.). USE 6.25' O.C, PANEL FASTENER SPACING TABLE VALUES FOR ALL AND'U'-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT NIGHER LOAD. ENTER SPAN KHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MITNIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS tS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 3, FOR INSTALLATIONS DUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL FACILITIES IN ASTM WIND ZONES 1 THROLIGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REWIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING ISREQUIRED. '°;"'" 1 c aNG BB'mT .�'4� _•: MAXIMUM ALLOWABLE �' Foy; DESIGN PRESSURES: OeNR �L11 3 ,o,« AS NOTED IN DESIGN DESIGN NOTES: scH�uLEs POSITtUE AND NEGATIVE DESIGN PRESSURES CAL131LATED FOR USE WITH THISRS�YSTEM SHALL BE DETERMINED PER W n t: j n SS�EEpPyyARAE�TQQE ENG IN IN PyL""�RRN���GSIIJN ACRCEOpRUDAIICEENWII�THH,THE ER • �7 . 411NGtD ACCORDANCE YJE7HIASSCCE 7 AND CHAPTER 1609 aF THE FLORIIM BUILDING CODE SHALL BE LESS THAN 11. e� _ c h OREQ VAL 70 THE P06TFtVE OR NECJITNE DESIGN PRESSURE CAPACITF HEREIN FOR ANY VALUES LISTED ASSEMBLY AS SNOW N. - s GENERAL NOTES: m 2 �'m TH[S SPEKIFICA7ION HRO BEEN DESIGNED AND SHALL BE FAB0.x:A'F®IN DESIFAND SHALL L at FABRIC T 4 W ICCOROANCE WITH THE REEppUIREfEM THENED NEVCLITH EDITION ((mEYqq R!R USE INSIDE AND OUTSIDE OF THE HVHZ, EM O O M 261. 202 AND 2D31E57 PROTOCOLS. CONTRACTOR SHALL [NVE9TiGATE I" OOMFORMTD ALL WrAL BUILDING CODE AMEENOMLYNiS WN[CH MAY 0681aN AS STATeD MlREIH MAY ILIA CR17eeRU BEYOND REgNR! WO[ SEIZED ENGINEERING DIECIFIC NOSE IN ALLOWABLE 6TPES6 HAS BER! USED IN 111E NO ]3THIS SYSTEM, ES/Gel OF RC 16Y TIEN THE ARCHIlECT1ENQNEER OF RECORD FOR THE Ml07LCT L7 IUPERSTRllCTiI ME WITH W MItN TH75 0lSWN 7S USED mNALL BE RlSPONSNL[ OR THE INTEGRITY OF ALL SUPPCRTIRG W (MERGES TO THIS DESIGN WHICH I' 4/ALL BE COORDINATED 8Y THE PERMITTING CCNTFACTOR, SlrARare sIT>LsrlxlFlc'serlLa eNlaneeunG sn.u. ISE RE2ppNU BUD DI NLDIRTO DEVIAT! ON.LDApg DERZCTf OR. SPANS CoNTAWED 161EIN. CONTACTTHfS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS RRL1 NAY to RBpUlftto. AN. TN! LYBTDI D[rRILED HEREIN IS GE -Mr AND 006 NOT vROFIT iQ �l ry it ppp NFORNATION MR A SPECIFIC SITL FOR SITE DOFEhlHT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR P4457TREO W ` O µµµIII IRCMITMT SH ALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN 3JNIUNL�fON iYITn Tnls DOCUMENT i DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED 'RusuRES DIVIDED BY A 1.5 SAFETY FACTOR. {L.� ` J 2 Ca a O `2 i ALL FFABTTEEIN11Et5 NB! JC'w OR G TER SAE ORADF s UNLESS NOT!D GTt YTHERSYBE. FASTEMERa SHALLa£ CAD`X M-PLATED OR OMERYA6E pRRO810N-RES76T1U1T MATERIAL AND SHALL COMPLY WITH'SFECF7CAT10N5 OR ALUNONNSTRUCTUR6'SERNN7.7BYTHEALUNDIUN ASBOCIAYNLN, ,jig dl c NC„ B ANY MPUCABLE FEDERAL. STATE, AND/OR LOCAL CODES. V 1 RLL STORM PANlLS SMRLL e! 2/W STILL D.p.OA I STORM PRNELS SHALL L[RIFORM TO ASTM MIX STILUCTURALRUALITY TRL MG GALVANIZED COATING WITH A MINIMUM of SIBS KIM. G. ALL ALUMINUM EXTRUSIONS SHALL BE 611E}T6 ALUMINUM ALLOY, INNOTED OTHERWISE. 3. TOR■mO1TOM pETAILE SHOWN MAY BE INYEPC nANGED AS FIELD X)NOIT'IONS DICTATE PANELS NAY BE MOUNT® VERTICALLY OR - 4 14. ENGINEER SEAL AFFIXED. HERETO VALIDATES STRUCTURAL DESIGNAS- SHOWN ONLY. USE OF TH15 SPECIFICATION BY CONTRACTOR et..1 INON UFIES & SA HARMLESS This ENOINEHL FOR ALI. COST 6 DAMAGES INCLUDING LEGAL FEES a APPELLATE FEES RESULTING FROM NATHLIAL FABRICATION, SYSTBt FRICTION, A CONSTRUCTION FIIAG'iICES BEYOND THAT YYnIC n lb GI..R, FOR BY LOCAL STAR, N RDlRNLL CODg 6 FROM DMIRTTDAS OF 71055 PLAN. ]N. G+CCmT AS lXPRlSSLY PpOWDlD HEREIN, NOADDTTIONAL CERTIFICATIONS OP AFF01MATtONS AUs INTENDED 1A ALTERATIONS, ADDITIONS. OR OTMeR MARKING TO TnS OOCUM6R ARE NOT PERMIrMD AND DIVALIDATE -13 Ce"IHCATION -RMANPER EVERY PME]SO FEeF, CEONTAIN MG THEW LIXIXRGRIPDRRMA�ITUON. (1) LABEL MIDA PRODUCT APPROVAL NUMBER 20-31 VISIT ECALC.10/316/3 $`a 14,t . �,�. Al.rx F".N,•J-al ire ».t e INI,IxAx1b11.LNJiIHR, P@FRrN 4lwtallt¢EA FIMMIJ�A��6 99 MINIMUM ALLOWABLE SPAN SCHEDULE , [ ' TOP MOUNT !� II' Weldef O' 2r S ' add" "-do 0" 0' 0' Zr 2r 25' 2Y Zr 0' N' 2Y 2'8" r Z HR4MY Cr ZrZT 2 22" 2 r P 2 r Z3" 26 � sasua 23 2T 23' ] 7c 2T 3v 3T p alA1dPW "F 7rllde W N' 2C 3T AV W 2r Ar 24" All' 3D' BY i T TradL 3S 2S SP ' sAld IvvaR 22' i7' 72' 11' +r zP w' I t' 1r Zg 77' 2r 21r r I V 1 3 r t5 Or40 MPMR 2 r 2 r 3 r 30' 4e' W 2ti' 4e' 2 r SIP' 7P S3' sa V N M 0' 0 O' 2rZr?S ZZ 2r 0" Ir 13` IB' m F T fR4x 2 r 1 r r 30' SIC 5O' 2e' Tr 4e• 3LT ST Bel 27' ZT 33` 1 V 31" 1 ' 1 3P 23" Tlr 1 /^ ]T' 'C' TrRak 2•' IF N 56' 5r 3T 5e' I SPANI 9NDWx•2NE APE HININVM LLIbWNiF SPAryS RL.tL•JN ANI CONRINAnOF OF MDUNTRS ,n CONOITTJr+S AT YDI rIARDTirN, DaN4 LPNtP.,E Lt53 PN nKIS! MT2O IN TABLE .NOv/. Jx! NDr nCCtr741A1 S NO SWMIIDN FPOn WASS 16.tQu1Rl4 w•!N VlAlI.lNGrr, IS I.REAiFP tn.N n..f ND+tD n71, RRsvec,rvt NDuxnxG cOnYrunaN AeL+vT ! vu[ nesu4rs A - ITN; rnA ut. eunmuT n0uxis IN uR.E 4u.� wn[u sloe upswtz ... Nei (7 - V¢n wnN ENILDDVT 15 2 iONDIn Del(. REpU1P1D SEF+AAT 1 ,ca., !iA59 Sw,l M VtA DlnAll r N Tfat AINJl51p ROTN:SyM+IiFW WRxWiSTDa BR'Sl Arq 244RVWlL94ROf w "."5 - SPAN CWFI Dr POT+ rl-15 Maw Xi' N:NP•IM USIA( 11 Or M DfmQMat * Oc DN fi DSU.6 VEA C e OTlNIrG 0[A DtT41l 'rl u31NG axY NOL'NfIrG WNCmON E+rDWr+IN i,.E1E L41AYnK:' 1 � � d nOPTIONAL INTERIOR FASTENING DETAIL N.T:S. LJ3T VAryl1 INST.ytlL• � � IY ` F-2 FRAM :NTFRION ZZZ LU O 1\ !� 2: Q N •.50, 1'S 591DRWN. So. DX -.,IN1 scTBw -U R� DIA M.t Wr W pyi A WAV4PEP WIMONUr �N IM'WE,4-E �r L a����l� '.JO. !' N4ORf4 5[4EW K STUD WI Ww5,6PBD TI �.2 10?1� C 'WINGr.LTe13I'PC12$I'I<��I�� rtT4JrlECrS BOOON FIaVHi e.INuvON roADMnNt ..nr.• 777 iy�j f{E E IxTROx nmlM R[uM. nvt AS - � �I�3 7� ![ N Fa'Ol !HELP Iljjtt Zttl,�I;�¢�:�1 1. <DNN nR 4S IIEQ'O lNSUPF. NY,I,D.S .T I* i mwimwmft [vlsTlr.0 cDxR[7E nalDw 6a'x oP W � FA.Y+Wi DI S..ONO a rIN, Tnt uALU[G7T-1 alPWA SP..,NG T.BL[ Y [.O• VaxEL 4DIACFM +0 rWE4 wxEl r 20-31543 M OPTIONAL EGRESS PANEL DETAIL '5 INTERIOR FASTENING n Lr I D�ILoN•°N°3'��01!je3 1-2.250" 0.094• 2 9931 2 250- . o u vNlw. 2 250• o:7Sp' z s 0.094"-�•-0.094' 125° oA94n i r 1eH U.c rd.629 wo ry L 12S" $ 78GA,O9A` w", TYP 21 T -0.3 O.4Z N .061' -:--"' 1 930" 1:930" i- O.i)62 3755, r „ �� �L�� 2.000 I- ¢ ( i:35 -•� A30' zohD' 420 -ID O62" . -4 2=0' �-- --� 2D0o• 1- Tyv �f O W i Q ANtlE �,1-PHI CLOSURE ,c� snp ANOE o !.121` I I 1:18p" 11' IrA9u .a 1J" HElaa! r.. euRa-ate Ur V HEADERAl1 Q_ © L:�_ z f •° _ 1.5L 1.5604 --11.560' 510 C3-li3pF-36, X- 33 "�' 0.376'Li/'•�"' OY.G]'1'3g`'10.37W 0. 1 'p" I12.500" PANEL COVERAGE iL.1 0.179'�b55' 0.19��IIE(�D��1 1F1,-0�655' q;1�.b55 0.350" 14.675' PANEL LFN ��' m V i' 11++ ,n'{ ttA FO'S45' I 0,5 415D" 0.290°OA50" s �t' $C =Km 0,09p" T- D.090" TT�� N,1Y N 0.0B5` 250" TYP -II•' n•p, LI 2, _O.xrVFRvn 0.957-4-4 d zt5 O.7to" BD 135 .3OS PY IIMLD-dlT T IRA Ca "P' rpAOp �. � 0:7a0"wx r (,) KI 3 ZZ 1 0 376'-•, D:�] e655° Z F e ir�1 :.lv:`•ru: s 0.190'-9 P Vr+ .TINY: E LLG :_ = WRCCi7Dx n.Nl Re 1>• 0.125 a I-S.00D` N .QpE tl P@IBIBFD EACH tE7LffNIYD'1 5 L7. T i . V.LL Ai "F' ANaE - Z 'ti' '•TN A YJI -N = r' i a YNYDIS V_C.YLIITP i .„(`� MLA ' 1 Lyw nl:+t1N ins DL 6-t _ OVH1lAP n Tr•+:c y 4" MAX. ONNU At OLOWRE MAri i �-•25' MAX. i 0.189" I >Irlle :DVC.eT .25' MAX. ,'.ao-•ER^'w'c -r-NI AETrr 1T nr.Lz H -«Tax U S L4 dd 4 mil <,-11aAMY• BDWA14CE Dr •5IL a r.^1 is Y t .. Yiax+.lr nrnr U�- 1:ODD' i _'I"IV._e.1✓.IL`^.•.• fR- ..:.A YT a. m•�<4 .uR•r_-Sa L+. J H. 1x r v 1. z' 1. .n e NI r, ,1- J..IIl11 fa A Ice Xx PI. Tv.Y PNBED ' LOW ' *y N �. "-: .,, crENr[aiP ILFat3x _'S> r J:�r RIM, 6 OVERLAP ails •wRa 3 82Cr t A'-A"Nit ., MAX, /'1 NIHIII-THIN M(MMIf.11IWIPH IFIAN Fri •L a• i �.25' Wok N7s 1.500" MIN dal: l!6 1.500- L..n • IUA a xW16J F y,� P �•laaaw ,Liu 4'NAX. . MN a0o" 1 u.:l v w,, RAT✓" P fj /1 W44FA OUNURE DErAI F U EMBED •- IYiP•. a x ni• gg ramR� k /.\TRMMWMCIORURE OEfALL n P't1 ,�.lr 4 pp ! ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PAPI"ASTENERS • 12. 5- D.C. 2.5" ®GE DISTANCE - ' .( '* Miss 1WCN0R PaEDEIm 71Tt Pity SPANUPTOW-t' UPTO -le 9"UPi w-3D' CONY TTP! C, <2 p C A CON• 7Y►! OBYN T'IE CS C2 C4 C1 C2 C2 C4 C3 lO 1 rCNOED Y G 1 .S 36:0'1a 7" 99' 12.5"0.2" b:a" 12,!" Ili Al &1 OEWATULTTWC011 Nl IF 12.5 1 0' Il8' 6 &0' 1ES 16,a' H.S.5' IZ Y' I6.0' a '� 1 SS" 125" 1Ir •fat' 6B'325 16-e' el' f1 t7,S' It". fl1 SA _ 1z.S' 16.0" 9.r .3' 64 11 9 ifi. IL. 1.4. f2,!" 16.0' &1' ! " 1L5' i6.0" &3' 31' 325 16.0 6.1" 5.4' 125" 16.0' &2' SA" d •� Ir a•Ix IN 7 F Y x 33 1z 5" 16 0' 160•• 16 0• IZ S ] 0'• Is.v" u Ir, 12 6' r' DEWNT ULTRACON Kva.� a.'-xl 41 M lx 5' 16.0"1&0" '. IN .,' zz' A' f6.0'N'. 9 ' 12 S' 16.0• U 9• ii 111. 12. 5. I" ]6. ' li s' 9.1' It IB D• 11.9' 9 !' 52 Iz S• 1115W Isar, fi. ' 32! 16.1Y' 11.a' 9.5" t !" 16. D' 3 - R. u: 5' 19 '• 119•' 0 0.S 125 16A' 11A' N5" its" so. 2 9' 1 E 8.5" i2 z 14Yl A" FN WTI B9 J/ /I 1 25 ]&0" 3 Q m 16 D' 31 ! ]A.B" 1 7" 17.4' N2 S' 3 iB D" S 0 4 119" AL/ODR490U0 SET �>.:r 43 12.5' 16.0. 160' 16.6" 52! 16:0" iLS' SD.e" 12 !" 18:0" 1 •3" SAT" 12.5• Ifi.O'• 156' 33.3' 12 5" 14 0' IL9' ID6" III S lfi D" 12.5• 106' 48 s2 11.9' 16.0' 14.4' 1t Y' 32.s' LHi a' ]tr• tow. u!^' 160' 12s ma.. 1L5' e L. 106' .5' ] .0' 12.5 106' S" 60"?2.3" 1 8" ]2 IJ+• -.Nr rMNF I R 1,2.5' II.& ]i ' ]6.0 ]i 31 3 It D' 360 11.3 l2 !' Ili-0 ] D Slt U.NAIH M �A F 41 Fv SIN iLS' 16p• 1110" 1t 0' 12.5" i6.0" SS.7" 1 A" 125" 12.5' 16 O'1flp" 3.11.1Z !" mg I". it 2'. aV, SC - 52 1LS' 1a.0" 16,0' 73.0, 1L5•• 160" SS.s" il, Y' 12.5" 160• ]5.5" 1t.2" 72 12 5' 36. ' z ' ] 2' St5'Ise" 1 5" ZS' EDGE DISTANCE a71N'Ti-VrpBm 33 6.25' ]0.3' 6,25" 7.1" 6.25• 64' UI WNIIInYA ON 41 '29, 411 6.as, Y 1' 32 azr` 6:1• - 72 t/4 tl-Na'1HNIII 73 12, 16, 6.51 6.7" 625 3L,r m.2f lqf' I W II111 M, A N RN 41 12 S 1 117" 6,25 9 .S" 112N' 9.4•' 6.25' 11T" 621 93" a25" 93" 4t ?E jj q-._.� 52 W"""'! 72 6.27' 25 30.w' 6,26 A3' 4,25 sa" Us 2 93• m IM.1.-11r ,HRH, Ti 12.r' .D' IN • 7.3• 12.5" 13A" 5 3" 1.0• 61S. 11 D' 46" A,.. u nW 41. TAPCON 41 12.9' 15.6' &a: S.5 25" 10.6 4 " 40' 6.25' 10:7' " 40' 1 12.5' 17.3' 5.11 3.0' 625'• Sa,7" CA" 40' 1121' ID7" 4,1' 40' $ SIB -......w� 51 q-'-- 22 6. 5• 25' IL3. 4,r 4.6' 8.25- 0• 6.I5' la.7' CL• ,0" 6.25" ia.7' 4,1" 10" G2E 10.7• 41 Cc` 10.7' 4.7" 40" IM-t 7/x'1--il 33 12.5' .7" .1" 16 U'141" 13". 12]"' 1.1. 9 12.5 15UNB7' 10• = ALL INT9 lla ssr 41 ro Sa 12.3' lob, d AI' 12.5" :07 INN...8, 11'• 12,5 16.0' 6 " 7:8 8 44 12.5" 160• 9 7.8" 12.5' 16.0 7.7" 62" 12.5' 115.0" 7.7" 6:2" TIC NLiae�F s2 12:5' 16.01' &V 7.2- 12.5" 240" 7.7" &Z" 12.!" T 7.7' 6,2' 72 a-v, 16A" 77' 62" 12.1 law.I.7" 17.5' 160' 7,7" 52" V4• .1 U.• BHMU 33 12..5' 360' 6.4' 53' 6.23" 11.1 ' 4" 4.1" 0.2!" !&2• 4 D' 7J" uWA,.%HART. 41 12,5• 13.4" 5.2- 4e' &25" 9.3' I H 625" f 1 3 4 4833' 635' i06" 41' 3.3•' y T Si it 6.25' 9.2" 3.3" 7.1` 6.25' 3:2"3,3. 3.3" 9/P Puew N1eTAYM gpr i:. . AYENeII MftN sllpaw rkawaE TYPe PBP ITV ID b'•D' Y 1,1 HP I4.A IM, +I NL Ile COeM 7YPL pOYr T17E CL T3 tl CA Cl GI [: 14 air TTR[ [S CI tl C4. A" xr ENE® V 33 IM�HLx.w 41 48 !i•-tea'► 52 72 12 .5" 6,0" 16. " 1 0 1 , LS 1 6O' S I b 6.7' 12 S' IN D'ISO' &1H 12S .60" 1".. 61" 12.s 16.0. 14.6" 6.o' 12.5' 1&0' 16.0' 7.3- 12 S 160" U " 6.0• ] 12 ' 16.0' 14.71 6.0 115• 1117' 0' 16. 147' 160' 14T' 69- 6.D- 123' 160" Ilia' 347•' 60' 14r e0` 125' 12S' 1 .7' s 16A' 4 0 16A' 14Y" 62' O 414J 1 wr Dm¢• 33 WOOD SCREW 4 1 1� 4e 11 72 12. ' 16. ' 160" 0 10,1•' 2,5' 1 16. ' o u a' Lo' 12 s )b.o' 10.8" 6.7' l2,5" 6.0' 1 1' 3 4 a1" 125' 160' 97" s.6• 12 51• 56.0" 9.7' 7,6" L15" uS L1,5" 160' 1L0 160 SI ]" Sib S.W.S.b" 7.0"' 12.9' BI" S3. S' 119' 16.0" 16.0' 160' 9:6' s.fi" t6 !6- 96' 5.6" 125 115' 125' I6.0' 9.6- 5.6 S80' 0.e• 1.B' S6.o- 4s. 56" 114" .1-1/4- QNBED 73 ..FAR GRe'S7AS 41 y 40 T ash► 52 71 12. LI.S" 1' 0 ISO' a 9 icw 13.r Sa 12 !" 1b.0' 16.R". 11 9.2" 12:5' &0 10.2'Risen i6.0" 9.Y 12, L2.5' 12.5' 6. SL4" 16.0' I0. s' 160 9.1" 129 125 12.5 16.0' 1'.0• 16.0" 9,1' 9v ➢.1' 72.5' 32.5' 76,0. 9.1 16.a' 9.1" p0'As7 ENE® 23 .11 Il"INIl Us0lo1 41 WOOD H1s%mc 48 5z iZ 12: T' 46.0 8.6' 7.a 2.S M 6.0" s. 12.5' 13.r 5.a• LS" lL51 f6.0 TI.. 1.9' lz.S' Ill"" 4U" 41' &93• 12.4. 411" 4 ' L2.7' 1 A" 5.9" 6A' G W, IL3" 4,7" .0' 625- 12.3' 4.7" 4 li u,s s.s" a.7. 6. S5' 12 ]" 4.7' J-0• 6 25• 12.3• 4.0- 4r 02T' 12.7' ♦Y" 40" 62S' 129" 4.1" 4D' 625- 12.3' 4.7" 4,p• ANCHOR NOTES: L ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, SLIT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR 5RACING, MAXIMUM ALLOWAM&6PANS AND PRESSURES INDICATED IN SPAN EFCt1EDULE SWILL APPLY. 2 ENTER ANCHOR SOHEDUIE BASED ON PpNFI FASTENER SPACING, THE EXIST7NG STRUCTURE TERN a nHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR ALTU NEGATIVE DESIGN UOAD ON SHUTTER AN 0 SELECT SPAN GRE0.TFATNAN OR EQUALTO SHUTTER SPAN.SELECI TYP - N WIE CONNECTIONTYPE 8ASE00 APP MOUNTING OJNDIildN SEE MOUNTING DETAILS ON RDP SHEET 2 FORPANEL IDENTIFICATION OF WMNECT[ON TYPE). 3 "PANEL FASTENERS• ARE STUDS USED IN CONJUNCTION WrnH ALL MOUNTING EXTRUSIONS ("P'-TRACK, STUDDED ANGLE, ETC ) LLSE 6.25. O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL'N` •AND ADERS (INC111DING BUILDOIn COWITIONS) 4 ANCFbRS SHALL BE IN5TAUF0IN ACCORDANCE WITH MANUFACTURERS' RECDMMENDATIDKS 5, HOLLOW IIUXK ")ST STRICTURE SHALL CONFORM TO A5TM C9C EUQG L 6. P1D$MUM BABEDAIQNT SHALLIE AS NOTED t N ANCHOR SCJHEOULE. 1 MBYIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, SUCH, AND OTHER WALL FINISHES WALL FINISHES SHALL BE L947EDTD 1/4" K%K OR SHALL RE VERIFIED BY OTHERS, TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE & CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UND CONCRETE ONLY. 9: WHERE EXISTING STRUCTURE 25 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD T EN ARE INTOA ATE - SERS PLYWOOD. F G VERIFY THAT FASTENERS DEC1U WOOD FRAMING MEH ,NOT PI.Y OD AST'BI9t TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 1D. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRA "G, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2' X 4- (MIN:) WOOD STUD ('/" EDGE DISTANCEIS ACCEPTABLE FORWOOD FRAMING), WOOD STUD SHALL BE ^SOUTHERN PI ' G.O.SS ORGREATER DENSITY. LAG SCREW SMALL HAVE PFILLIPS PAN HEAD OR HEX HEAD: It. REMOVABLE ANCHORS ARE. DETNALT PANELMATE, ALL•POWT5 SCYID-SET a BRASS BUS141NG 12.. MACHINE'SCREVF SHALL HAVE 1f2- MINIMl1M ENGAGEMENT OF THREADS INTO THE BABE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD lei WAFER HEAD (3UDEWALX BOLT) U.N',O 13, MINNUM EMBEDMENT AND EDGE DISTANCE EXCLUDIS STUCCOOROTHER WALL FINISHES. 1-4 DESiiGNATES ANCHOR CON DI IONS WHICH ARE NOT ACCEPTABLE UBES. 15. * DIRECT MOUNTING GNDITION5. LE LINEAR INTERPOLATION 14 NOT PERMITTED "USE WITH THE AnCHOR SCHEDULES LISTED ON TINS SHEET -4--' Cn Ca U N N 2 a_ C O C Cif -a a- O O O O ^^'' W CIOt� CIO • n ^ 2 i - .0 �� /U� VJ C%j N o co GO fl W cD L C w� V C , M A C.., n, CO >'1c N C N. Cl_ M C w to 'act CV s Vf Q O 44 `d' c-4 Y 3 w a1 co Eco ,r c C O it 4v 3 m w st • cs w GO c C = T us i7 C O O d, V W r� I Us ca 0 Q (D U 0 Y / CIO LU Z Z Z Q J d SHEET NO. SH 1.5