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HomeMy WebLinkAbout36358 Garden Wall Wayu AB or A.B. Anchor Bolt ABV or Abv. Above AC orAIC Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BLK or BILK. Block BLWorBILK Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG, Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or C nt. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DIED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp, Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Mr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Footl Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or KlWall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P.. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THI KN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O. P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES REV. 06.23.22 F=-] 0LJ7E]ElEl El 1:1 E:1 E:1 ---I- E:1 = El LENN/�Rsm INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 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 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 (EOIR) 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. f>� o 0 a+ 'a O W >_ t G S tv U G+s % 4S d dV Q� fdi Y CV v W Ca sa S o N O N N Q •.��,, •�Q6£ifOfif,x�� 1 y IVFib ��N^a " ,'� Fps • qw (,.� " °a•�.�^ 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. UM N W vE a o N$ CD o t�CD C W N N NOJq 2 V 2552 J LL Q U- LL 5 LL W ,n 5 W a O 0 W r°�°'rs' m ZCD , 1� /LLO v NIL O U Q U W U rn 00 th � z � So z 00 o Q � — a - N V I M )' Z a W o N LL t"6 LL, O W o t/1 of y u� r r — E — `° 8 RigU 0 x� r = L N U o 0 o Z w co M m S i; Z LL a 0 E U ZD - -° >N Z® oa 3 E <0 U �a '0a 00 �U o� t6 n <o Z ww VJ L CU ¢Z wO ZZ m �g W Z Z Cn a 0 W T ww g nF ~ m � w z T J o ¢Q ;o ZI¢ U c 0 T —17 >M O t rn m 0 L T' co Y (D 0 U) m � N v O 72 (0 M 0 00 O N M N T CD M 7— o Z ccoo Z r E m co CU Ll E U J Q J JOB NO: 23-00506 SCALE : AS NOTED SHEET NO. C S _19 FI'1. 0 0 CV KITCHEN MIRROR 80 M O. BATH rMI0 NO _�___01111 KITCHEN 0 0 M INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES w / MEDICINE CABINET �* 02 oz 4 V CM M [M M SHWR. SHWR. CURTAIN HEAD 24" TOWEL BAR TOWEL BAR ON WALL ABOVE TUB OR SHV TOILET TOWEL BAR - ON BATHROOM WALL b SHWR. o (I,,_ co I _ VALVES TOILET 4 SOAP PAPER Co DISH I HOLDER 4 o N n TUB 1 U DOUBLE RODS SINGLE ROD BATHROOM 2 42" H UPPER CABINETS- 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o 0 BRACKET 36" H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE 00 CABINETS - SIN Fr) LL CL 1'-2" O 2x r q �? Co FRAMING o 1/2" GYP v N BOARD - BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = T-0" WIRE SHELF @ --� +54" A.F.F. PLUMBING LINE TO SECOND FLOOR DRYER VTE HANSON BOX @-�� 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL z w PAD OUT a Q U �U W 80, o S > W �t U) HB 12'-0" 13'-0" 8'-3" T-9" 11'-8" AC PAD OHB 35-SH ■ '„ ■ i - , I � - - I No OK I I ■ LANAI I -- k. 8'-81FLAT CLG.- , -- -_- 8'-0" FLAT CLG. AFF Q TILE I O - + - - 6068 SGD I � I I � _._ I I -- ;- io O I � I I II �,fII rIN z ■ ' - -_f`oFAMILY u ^ - 8'-8" FLAT CLG. j Ip I CARPET - N 2 - 11 -- 1C H _ 2468 8'-8" FLAT CLG.. j -- r- - N 1-0TILE YI ch -- _ _ CV - - FLOOR G.T. _ 17 REF- F - in � - - - � r - CV - 5 NIu, -- -- 5'-74 " _- 3 (3)2xSw/(3) 2 DINING ■ STUDS w/ (3) 16d GG - 1 NAILS @ BASE 8'-8" FLAT CLG. S3 i 0 0 CARPET - 4'41' 3'-3" 42" H 1/2 WALL OR RAILING PER --- - SPECS FLOOR G.T. f- - rU UP (3) 2x4 #2 SPF ■ _ (O N STUDS w/ (3) 16d NAILS @ BASE 1 T _- -- �FZ6A�R�1CH i i PWDR --- -- GG ! - _ - - - - - D. I S3 ire ? t ,, 8 -8" FLAT CLG -- (3) 2x4 #2 SPF - �-- _!L 8 TILE ; STUDS w/ H1716 -- �I LAU N I I Iin NK -- TP Q ' AT BASE - FOYER -- �I Q- W' -PE - - ( 8'- I" FLAT CLG. - - a --- _ -- 8'-8" FLAT CLG. -1 - TILE S4 TILE - 41 H1 -I rrlirrrrlrrrrrrrlrr - SW - T-23, 3 4'-0" W.H. 6' 7i„ [ a - - -- - ---7 6 4 1 T-10" BUILDER TO 35 10 EDGE OF SLAB 2" T - -- -1 N - PROVIDE APPLIANCE D1 BEYOND WALL PROTECTION WHEN - REQUIRED PER FBC NOTE: FINISHED WALLS = oo TO BE FLUSH. FIELD _- , o - 8'-8'_CLG. A.F.F. VERIFY------ I ------- -G^T. 8'-0" CLG. A.F.F. U I w WI } � (ENTRY _.-. g z JI ���ATTIC ( AGGESg $'-0" FLAT CLG. AFF 8-mL____J GARAGE - - - - - _ WIr U 8'-0" CLG. A. F.F. O00 TYP. @ SINGLE STORY A A/ (SEE AA/S3 FOR S3 STEM OPT.) 4'-4" V-4" I------------------ I I I --------------i I I I I I I I K I I I I I S4 TYP. @ I I GARAGE I O I 16070 OVERHEAD DOOR 16'-0" &1 19'-4" 25'-0" "L" SHAPE CMU COLUMN 0 0 ram__ __--,, nw TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL `--1'-4"X1'-4" "L„ SHAPE CMU COLUMN HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" 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 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED '* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED -EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GG SEE SIN SHEET H� 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 +29.71-39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 � X 25' S.H. 13 20X383 181X37a S.H. 14 20 X 50 5 18' X 50 S.H. 15 20X63 181X622 S.H. 16 20 X 72 18 1 X 71 1 S.H. 1H2 271/4X26 26X25 S.H. 1H3 27 114 X 38 26 x 37 a S.H. 1 H4 27 a X 50 8 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 11­16 2714X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 a 36 X 37 3/4 S.H. 24 37 J X 50 e 36 1 X 50 S.H. 25 37 J X 63 361 X 62 1/2 S.H. 26 37 '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 e 52 i X 37 a S.H. 34 54 X 50 s 52 i X 50 S.H. 35 54 X 63 52 2' X 62 i S.H. 36 54 X 72 52 2' X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN-B 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 1-318" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 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 SAVE) GARAGE SEPARATION (GARAGE / LIVING) JR-11/13-13 KRAFT FACED ray co d-0 > UJ 0 _= C9 CLI a, o co >e �a o en �y o co d e d CD � 3 � io T m r .>"�, = -c �a �» > N a E � o �v N���1`a!!!It}It °f AK G� n µ`r.' -'ice 0. �v �� 4 w{ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W v EE a N J o (a V o c0 0 N JnNO� LL NN c` -, � a coLLLL � CL Z rmco a 103 o o co (14 W 02 W V) Z LO NZ Z INO U U O W z N i7 o z CO J - - N M U) Un o 4-1 (0 W 1 V o LU o I CZ, N N �L U w m .. - 8 mI _ U 10 W Z clM Z o S � U_ co o Z o Za � O E U oI oa Fr° to CL �E o o< a=&Z . x oI <o W. IX� �no �< zUZ m J _ om ¢w �z B 8< gi; W T m ¢ G O will ti = �z J = = o w r O tttti v 51 a= o 3 J >M a� L T^ C:) o� C Y co U) m N OL co M 0 C O 00 I 0 N Q M N r E co T- C T o z z � '- E 10 c CIO d o U Q p JOB NO: 23-00506 SCALE : AS NOTED SHEET NO. 1.1 �42" KNEE WALL WITH 1x8 CAP &CASING OR 36" RAILING CONT. HANDRAIL 36"".°°NT. RETURN TO 3/4" PLYWOOD GRASPABLE DECKING RAILING _ 16 WALL DETAIL -- �4 ,-- ------ ,- -------- SCALE: NTS - 13_ 12 PRE-ENG FLOOR TRUSS _ 11' 10ii �� 1xTREAD (TYP.) 3/4" PLYWOOD - 1 6'-7" DECKING 8 '\ 1 Mry 2x6 LANDING---_" 7 _ ,1 ix RISERS (TYP.) 2x4 THRUST BLOCK °O 2x4 FRAMING 6 1 !, (3) 2x12 1 5 1 42" KNEE WALL WITH ^ STRINGERS 4 1x8 CAP & CASING OR 3 36" RAILING 3/4" PLYWOOD D2 H1 O DECKING - TYP @ `o 2 BLOCK UST 2x6 LANDING i > CORNERS (2) 25-SH D2 1 _ 2x4 FRAMING EGRESS TYP. STAIR SECTION TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) 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 walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9116 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: 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 located along 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 riches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. 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. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS _ CONNECT TC 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. 9'-0" MAX LANDING LENGTH 1. n' A " 0(:K) ( I r2x4 #2 SPF STUDS @ 16" �, / O.C. TYP. @ 2nd FLOOR L. 4-4 6 V V _. Cw 1. 4111 -+ -4 1111 24680 BATH 1 Ib o TEMP. GL. D2 8-T FLAT Cl1G l I R ENCL. ON 42" SIM. w/ (1) G_T. o R/SH HIGH KNWL. MSTAM36 - - - - - - - -' - - -i \ 48x42 ; @ BASE =q � `•. RECESS T-2" -0" TB 12'-10" T-0" SH WE 3 D2 N r. F - - - �� I , �_ TILE TO `7' SIM. w/ (1) I A.F.F.`, MSTAM36 OWNER'S 36" x 22" ATTIC --- IC I= IQ - I ,_-- @ BASE -- � ACCESS 8'-0" FL T CLG I� NiSUITE-- M -__ CAR T _ 8'-0" FLAT CLG CARPET--- 2468 -11" " 4,-8" 4" 12-2" W =w C6 T � M Lo N W D2 10 �- 13-6" -11" L 2'-10" L 2'-1 I I I I I I I I I I I I I I I I I I I I L---------------------------------------i REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS, REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" 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) - 1314" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 314" X 16" LVL 2.0E Fb=2950 H$ (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED- EXPOSURE "C" ® +29.7 / -32.2 © +29.7 / -39.7 C� +28.3 / -30.8 ( +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 SN SHEET. SEE SN SHEET 6(A)1SEE 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2'X 25' S.H. 13 20X383 18'X374 S.H. 14 20X50� 1821X50 S.H. 15 20 X 63 18 z X 821 S.H. 16 20X72 18'X712 S.H. 11­12 271/4X26 26X254 S.H. 1H3 271/4X38 26x374 S.H. 1 H4 27 a X 50 g 26 x 50 S.H. 1H5 271X63 26X621/2 S.H. 1H6 274'X72 26X711/2 S.H. 22 37 4 X 26 36 � X 25 1/2 S.H. 23 37 4 X 38 a 36 1 X 37 3/4 S.H. 24 37 4 X 50 a 36 J X 50 S.H. 25 37'4 X 63 36 1 X 62 1/2 S.H. 26 37 4 X 72 361 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2' WIDE S.H. 32 54 X 26 52 2 X 25 � S. H. 33 54 X 38 g 52 z X 37 4 S.H. 34 54 X 501 5212 X 50 S.H. 35 54 X 63 52 2 X 62 1 S.H. 36 54 X 72 52 2 X 71 1 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN-B SCALE: Y4"=V-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 raom 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 iR302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. NESEEMENEEM 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 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S. F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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 JR-11/R-13 KRAFT FACED (GARAGE / LIVING) > LU 0 C= Ci- C= Q as � to 8�Q cu m .ex c� a� c E \�t1S J .,,` 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. fH W 4 0 �£ 8 C 0 c(0ti N Nco f) CA t• # J u- u - LLl 13Z - o a Y i W T1. 9 0 O NL 0 C_O 0 Y Z L L -�pj 0 m w � MZ d ZO N U v uvi W ❑ ❑ N ch z � N 0U) z � � M Z v QN TU-A LL v' g � V 0 O w o N c N .o co W J �- - E = w a N W C' Y Q N �� o w co Ch z0 9 Z 6 LL. EE Z O w=¢� o H g 0 r 00 0 ZN w p w w y- Cn 7�= Z¢ UZ� u F0 m-53 � m'<W g Z F W fn 0 < cc aLL �3 J �0 o d w� z¢ i= a 0�3 �C:) > cM J O rn (V L- T- CID O Q U rCT V / 3:�i m ,O� , o M O N 1"� CN Q I00 MCD NCD E 2-1 T M Z t0 Z E O N �..- N m EO 0 C a U Q 0 J JOB NO: 23-00506 SCALE : AS NOTED SHEET NO. 1.2 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED 12 V" STUCCO 5 BANDS T.O.P. --- EXTERIOR PLASTER r� ON FRAME co F- SCORED STUCCO \J BANDS 25 SH 2nd FIN. -- FLR.--- -- —�� — — --o T.O.M. SCORED STUCCO \ /-- BANDS CJ / WEEP HDR. HGT.— 0 71:::11 F17 M 7E: 1 EEl TEXTURED U 1 /� U CEMENTITIOUS FINISH ON CMU El El El El El Ell El E] c9 SCORED STUCCO ElBANDS 171ElElE]1711� sk FIN_FLR_N n n n n t--� r--��--tl---t — — — — I.-FLR.— T_O.M._ ------------------ ---- T.O.M. GAR. _ ENTRY HDR. HGT. SCORED STUCCO BANDS 16070 OVERHEAD DOOR 12 �5 FLASHING 12 FRONT ELEVATION - B SCALE: 1/4" = V-0" -- W T---- SCORED STUCCO BANDS C14 C1r FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 1 ®ice - -- - _ - SCORED STUCCO BANDS r, SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------ — — FLASHING- --- ---------------------- --------------------------------------------------------- CJ / WEEP 35 SH FIN. FLR. _ _ t — — — ---------------L-1--------t-------------------------------------------------------------------------t-- RIGHT ELEVATION - B. SCALE: 1/4" = V-9' 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. Exterior 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.x1-1/2" long (3/4"A" 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 b continuous to the to f e m e e u po 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 aTMa c C LU go"M C14 s ra rQ .ems- CV exZ:L�� Er-� CJ � E zZ u Ro �O ul FLO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W g E V 7 ^ $ N N N r °W. Co N W Co US 0 7 o c0 # a6rNiv C LL d ,n Z 0 -J Lu (0 C13 0 �_ W= MN (O Y W Z 0 . coL0 NZ d � Z N O C) V W E311 z N M � o z z o J rz z �-14-1 'J w —� O �N W0 0 N U LIJ J s — � 8 = w ¢ N I� d J w Z M Z 0 o Z � i za gZ >M QN n- p E U oLL Lj z® o a 1 @ xo =O U Gd0 M b¢ 0< ¢0 aZ o ao � m0 Z m J mm ¢w Uo¢ Z� Z gaO W Cq T CDQO w 2 N F M w F a 0 00 >Milli 0 L T� .-. O Cr co O (n m N LO N M O 0CY)LO 00 O I {') N r E r M o Z m z E O N r d E U J Q 0 J JOB NO: 23-00506 SCALE : AS NOTED SHEET NO. 2.1 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5L,,�,g 12 5 25 SH 25 SH EXTERIOR PLASTER ON FRAME FLR----------------------------------------------------1------ FLR. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 CJ / WEEP 35 SH 6068 SGD all 0`11"tiiiiilli AM SCALE: 1/4" = 1'4' TEXTURED CEMENTITIOUS FINISH ON CMU 2N ------- - - - - - - - - - - - - - - - - - - - - FLASHING CJ / WEEP — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T.O.M. @ GAR./ ------------------------------------------------------------------------------- I_ HDR.HGT. TEXTURED — CEMENTITIOUS FINISH ON CMU ------tFIN. FLR. LEFT ELEVATION - B 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. Exterior Coverina 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.x1-1/2" long (3/4"A" 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 0 IALNS a� CIZCL 3 d d c -� z C '. cc arm+ c ca N CS. -fl = E • �. f�,.. .. Cl) •• DLO � S S I O N I111111111110\�\\`� 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 E O M Q U N 0 C ,5 Lb00 N N Z - ° a Mo r o W 3 '@ r (D W ��°'°' m Z N Z Z N U O 0 Ca W Z N M o g z Li an N c+� V) Z a 4 4-1 tn fT5 w O w o L I Ly N U w � V r U '0 C d ¢ N O 4 JZ Z LL- Q zo g yN p E U s° z ;K® od c0 1— n3 p E ti 2 0 ti w w 0 o o 0 W ro < z Z Z W ci M c ` mo oZ Z m'�0 F '<w Z o� go W C m wLL <; aZ Fw- p W ^I0 a 0 Li Z�QTo �O co Orn m cc 0 L r A co 171-1 cr U co a- U) m � N LO N M O N <C M N T- E M T o Z M Z N T. E O 'a i� fo a E c°�0 a o C JOB NO: 23-00506 SCALE : AS NOTED SHEET NO. 2.2 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 PANELCENTER 10 #14 to lights & outlets NEMA i 00 #12 to appliances and GFI 150AMPl 200 AMP 10 #10to WH 00 #8 to Range 00 #a t0 HVAC MO 200 amp 150 amp UNDERGROUND IDis 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 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 AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217, 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) De PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER ELECTRIC PANEL i DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT DEDICATED ' RECEPTACLE FOR MICROWAVE RANC HOOD PER SPECS 1.5" VTR _Ifl 3" VTR I� 111 I I� I I I I � I 1113" VTR R PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER / --- --. W �Il Gil 1 l GFI I / u- xCI N C GFII I FG i IL I ITCHEN N. REF FOR SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" A/C PAD DISC. WIP GFI DEDICATED------' RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 0� fr w w l- p WZJ �O� m �UI=— j0 FlM \4—DB & GFI TO ------- ' BE ALIGNED VERTICALLY I a! COACH LIGHTS ACOACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS FIRST FLOOR ELECTRICAL—B 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. 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 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 I I I ---------------------------------------- SECOND FLOOR ELECTRICAL-13 4\� c� QL a> o w ct s L3 o C -!b N M x U- N l4 Q av t~ zra; d d aT tv � a E � v ' _ C' N d� E <v � o. w `o m 0 CV N_ 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. 0) W g v E 0 C ii 0 LQNl aN 6 m r -- C, w 5 ,n m cn I- r-- M V 2S2S LL LL W � 5 a J U � Z roc°' d ai 0X`�$ W _ O N O rn�N m W Z IL W y M Z Q ZN ,IL OU W ❑❑ a V M !P Z N t") 0 0 z C, �Q Z o a J — � LL7 � — N M z _ o w � U 0 o ,„cli LLJ J E l l 8 `r - U 0 N CO to N o C�J M Z w Z Q L3 Z N Q p E: Vca I— 1.6 Z 0 o a _ � E �¢Cn -< a= � Z wZ �W in z< �� oLL 2 Z m s U O m Q W ZZ 0 g0 oLL dZ 0 w W O m rcg <0 S� �W Z ' o w 0 ;o IIIIIIIIIII' V 0 <0U E c5 �CD 'M J O �• rn � V CID 00—�. 0 aa. (n m N 4-1 L0 7 CU M CD ~ .Q SZ o 00 Ln N M N �— N .T• i� T M ` o Z Z E 0 Ui r rn c`a c E d) <Q n 0 -° p JOB NO: 23-00506 SCALE : AS NOTED SHEET NO. 3 Lu 40 li 0 J co N LO 4'� ROOF VENT i5:1� 2 SLOPE 5:12_ SLOPE Z ZONE-2 w I ATTIC SPACE 9 O I O r- 1170 SQ. FT. a ti�A 0 LLI J 0 Li CL O U) 04 1.6 qP 5:12 1 5 5:12 5:12 SLOPE' SLSLOP :12 -� LLJ 0 W 7 5:1� 2 SLOPE 5:12 S_ LOPES � w ' LU ZONE-1 ' ILL 0 I o ATTIC SPACE 316 SQ. FT. I I I ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Ve(nttt �mt Amt. 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 SElev) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **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 — B SCALE: Y4°=1'-O" CM o w � o w ar- o C 4°vn — " x _ 'Up "a N up d 1G S co Qi -15 dCL � B 3 — ap In E rc� U xa .sue. *9' 'flit, t eir c- �`•. C-4 •. FLU? . f N 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. M W E a N8 o V W m R - W ID ej No co 5zzSz, LL Q � J LL W 5 J LL LL 55 a Z = "O� d Y 13 13 _ co@� fog CIL 0 W = 'Fa N (O W 05 °' °J. m a � Mz4K N OU < 0 Z W ❑a N19 z N Q o g z z o < � J ,^ M (D W O )4- LL w � U O w o V) rw w �V) 5 rn U w ., J F— — E t U ) °� • o z 0 w -il w EE zo god. a O U . - w z z® O a t— tCS O p pQ 0 0 �z z co a3 t <= g <om2 0 wz �� cn q om m v 0w. '< w 200 8 3 0 2. go d a � m ¢ O 0 N F ti dLL 1-� �O <¢ y0 a < ° N O J >M m m 0 A CID Q .^ Q Cr Y O n U) N E- m LO -0 O R � 0 co M 0) aQ o0 O LO N Q c N M T CD N E M r T o Z m z � iri r E O N m a v a) U -3 Q p JOB NO: 23-00506 SCALE : AS NOTED SHEET NO. 4 -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP, U.N.O. "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL 1 9,_n„ 1'4'-n" 3-5" 5'-2" S-5" 1 V-8" lid 11 10 2'-6" x 2'-6" x AC PAD 1'-0" w/ (3) L TYP. @ #5's E.W. S3 PORCH I �INDICATES FILLED CELL I w _, w/3000 PSI CONC. GROUT 1 o T b FROM FTR. TO BEAM w/ (1) #5 1 rj I I REBAR ERT. ABOVE SLAB. ■ UI I o 4" I TYPICAL @ ALL PLACES 1 6-10" 5'-101, o0 00 SHOWN. HOOKED FTG I I DOWEL w/ 17" EMBEDMENT I 1 w/ 25" E . ABOVE SLAB. 1 O 97.14' GRADE 40 STEEL 1 C.J. — _ Sol ■ ■ 1 HVAC CHASE o -' T I BASED ON gl1-- — — — — — — — — — — ■ LOCATION M PROVIDE 1 1/2" RECESS FOR SGD 1 ■ I I -� - S3 REFER TO MASONSI SCOPE FOR WIDTH.1 co CD II� I ■ 0 LLE] I I _ I I ■ _ ff C.J. - - J ll� TYP. @ 1 C? TWO 0' I Lr' STORY I` 4'-1" 13,_8,V�„ 3Y2" MIN. 3000psi CONC. I to SLAB FOR HERNANDO U COUNTY ONLY. 3Y2' MIN. I I 2500psi CONC. SLAB I ■ • OVER 6 MIL VISQUEEN II VAPOR BARRIER I 1 v o0 � 77 GG TYP U UI I S3 I ■ — C.J. — o I II II 00 o 9 I I I I 1 I I 97.47& N II I I iA ■ � I I 1 �I I - I 7-3" 1-0 1 I--- --- -� N I - ■ 10 PLUMBING STACK I— — — — — 1 GG S3 o C.J. Ln _ 13'-1V-0" " CO STUB UP TO 2ND ( 2'-6" x 2-6" x FLOOR I V-0" w/ (3) I FOR A/CL I #5's E.W. I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I O 97.18' q Iw. I S3 S3 , CV w Q W I I I 17 9„ 9„ ■ ■ ■ ■ �Qo 1 J m 12„ 3' N T-11" 1,71 41 I O > z Q PROVIDE 1/2" X 9 ■� 0- 1/2" RECESS FOR ■ 8FRONT DOOR o 97.14' O U i Nt M " U I TOP OF CONC./ W I M PAVER TO BE 4" I 1 > w ISBELOW FIN. FLR. ■ I � I zo C.J. 4'-4" Z-6" x 2'-6" x _ — I TYP. @ , I ) ;t L #5's E.W. 9 SINGLE 1 I S3 10 STORY I ■ I 1 ■ TYP. @ ENTRY 1 0 A 1 S3 1'& i 1 T q j I $S3 B 1 (2) #5 VERTS w/in (2) #5 VERTS w/in 9 FILLED CELL FILLED CELL --------------- J M V-8" 16-0" V-8" 19'-4" 5'-8" 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 MONOLITHIC FOUNDATION — ELEV—B SCALE: Y4'=1'-0" a_s cv ewe 0 a wi CID (a V 11*1 �C14 z. A7 M m N O N b No PE73750 7 7 'STAl-E OF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v Eo m /' N N m N V 0, = 00 N LL LL N! rn-- W Q my a wa a Co � rj 2 Z J O marn 0 t w O r M Lu Q 0 M Y, z IL W z w N c') 0 0 6 0 ❑F.❑ W Z N M O � O R Q E3 M (D� s � Cn LJJ o-g L.ANA N Ln U LU L— J E 8 U o N m CU) ®® Q m Y N OJ ti C W M z¢ O Z LL o wo I.z >N z0 vi F- — CL 40 �0 WOW 00 S� co _ zz oYz0 'o z z m � J *Zi>O }Q2 z z co z a° S< W � o m wM T x 1� z <F =3 Sol o ch i° a F 12, zIQT0 3 O i WE M _J rn m m L T co O = 0 � 10-� Y O U m 3: N C LO (6 M .Q 00 O U') M N Q N T E T M ` vi d 6 z Z E O _ f° 0- E o 0 J v N Q 0 _ a=i —� JOB NO: 23-00506 SCALE : AS NOTED SHEET NO. 5 0 ZN 12-0" 13-0" 2 D2 FT3GE 1 TYP. @ p2 CORNERS 0 •T-I N O 50 @ 2 O.C. MINN O -n J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 N 1 TyP.. ' 1 L1 O Cl)am il_�RG. WALL O o m FT8G FT13GE BRG. WALL L� r— FT11 r . . . . . . . . . . . J S6 .. .. TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 35 (2) A 22 D1 FT9 (2) A = CJ3B o0 10 CJ1B 9 D1 7 �y✓Se D1 FG3 c i W 7 D1 A TYP. U.N.O. T- n n C w A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) B4GE 5'-8" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE 'SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 1 -49.57 -49.57 -49.57 GABLE 1 -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: %6' EXP. 1 (21/16) or ss/s2' EXP. 1 TILE: 75/2' EXP. 1 03/1s) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" 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. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO-J` '-ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL 4 JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES @ EACH END OF WALL 2x4 SPF STUDS - @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN ° FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS r SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -1Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS 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) 1 0dx1 -112" HTTS 5795 5/8" ANCH. /;(26)10d A-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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS 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 Old 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 14-1Od x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS 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" SIDS 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 i iEPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & I LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 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 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (`*). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING rw TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS, FLOOR FRAMING PLAN — ELEV—B. c cc ccc w CL Pear 0 O b "-p.= a' a, .= W 45 �. ca � 4 I�r • m v V `'- t F . 0�'SSSfO�a��`���, 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. W a E co 8Cq 0' U co 0 , 00 c: Oro N ao � Vi 0 U) N I- LO Ji Q N M J , u- LL 111a ci Z J LL W 6 C °' n W E O 0 (gNIO W m w CO Z ILW 0 ,ro co Z ¢ J 0 Z co O U U O 10 Li Z N O O O z z o Q a U) - N M W � can Q U O S N c U ( w J E 8 _ :F. C) o c U) x Q N I� o J w M Q 3 Z G W m a p U zo Eo wLL >M ao z® F= 00 o aF ¢ z °oQ xZ 42) t o �o U -? ❑ �z <oLL SU w - 0 zF m 5 J m aw 2z G3 ° 0< go N oLL az N w a� �w A o w a 7F 'o z�< a ° K �CD >M J ro 0 L r co CD co (n 0 N O .� 00 O LO Q M N r E M o Z ro z � E O y r w 0-0 E a> Q p JOB NO : 23-00506 SCALE : AS NOTED SHEET NO. 6.1 25' —Ol l (2) TYP. I ILLV If111V1 I ILLV 11\IIYI � OVERHANGS OVERHANGS I RSHENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION a=oft AREA ROOF 1 2e 2n I 2r 1 3 1 3e 3r HIP -35.94 -49.57 49.57 -49.57 10 —t-----T— V GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 -78.58 \�O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): i \ � 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 I ari ZS (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I I ROOF SHEATHING: I O I I (D SHINGLE:'/6" EXP. 1 or t5/32" EXP. 1 03/16) I I I I TILE: 1%2' EXP. 1 (3�6) I r II 1 NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS I j �i 13r 3r I-IG 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tV32', SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 1611 O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 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 1 112" 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 H 10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1 /2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" 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" X2 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 1-1112" 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 wl (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Cd x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 2411 OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+1- 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 (**). (B 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. R1AL STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A)� INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. R 2 PLY CARRIER—t x CONT LEDGER rco i IIL L LLJ Gi ID 1 Mj cri co 0 CU Ict co 01) CD 0 CIO E SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: Y4'1=1'-011 e*'a t'st Cdei co S �CD w m CD E -5;C � c as as � � u � rrti n- � t' E .W�yVG}k49 htl<k lE l'G9��isy""if��l,� „}, • �q,...... 'ter. � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flo 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 Ull80. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load afe vertical load + Safe horizontal load \� GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8178-013/1T 8RF6-0B/1T AO © © O O O• O ul- .0 O 8RF14-1B/1T8RF14-0B11T 8F16-0B/1T Q © O 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T ® © ® CN FORM & GROUT SOLID CV Q W O O O 15 BAR CONT. 8F12-1 B/1 T 8F16-1 B/1T O O 8F20-013/1 T 'Y LINTEL DETAIL SCALE = N.T.S. MIN on E III ICI 1 TYPE DESIGNATION #5REBAR MIN. ATTOP (1) REQ'D ALTERNATE POWERS F = FILLED WITH GROUT /U=UNFILLED = R RECESSED CLEAR STEEL LINTEL a ° QTY. OF #5 O d ° REBAR @ BOTTOM ° OF LINTEL CAVITY G ° p�.U, 95REBARATTOP `` 'uu6F MIN. (1) REQ'D 1-1/2" CLEAR 16- B/1 T Q z 0 ° W ,'n Z d d G ° GROUT ' tNOMINA L QUANTITY OF d 5 REBAR AT m ~ ¢ = V) Lu C.M.U. WIDTH #5 REBAR AT ° BOTTOM OF a N ui w 0 W, TOP LINTEL CAVITY w co NOMINAL o -BOTTOM o ci o HEIGHT REINFORCING ¢ ¢ c7 7-5/8"ACTUAL PROVIDED IN Z L'-- 6 w ^n 8" NOMINAL WIDTH LINTEL ¢ _' C3 3 g 5 REBAR AT BOTTC (VARIES) ~n cLn ¢ a 7 ASINDICATED MATERIALS c� precast rintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM Cgat a = 3" to psi slump. 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ---16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. 1. Refer to manufacturer's 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 to manufacturer's specifications. 7132 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 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. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications 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 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 a' TAPCONS OR TITENS 'CENTER OF STRAP @ TM/ALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL fl-8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" O 0 5'-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL (D 4'-6" LL DMIN. 5'-8" LL MIN.E 1 T-4" LL LINTEL PLAN - ELEV-B SCALE: Y4'=V-0" t cad , 00 ®s W CL fII v c�.L H C' L1y C- cu E CU °c CUsa . ciCID .� Z, �E a� gqy 99° Q�.GJp/rj/�p( `�C`t��ml�YiRQ`6/g�'A d..� « Ile V p 0 . VIQ V 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. 9) W a v E 0 M v o N co a) N ^ N inLOC? ° 3 ,n V13Q �Mv C J W U LL- C a) �a Z f N (N ? W 7 of -sIL`&0 Z IL raw L0 M ,R N of O U 00 z W 0 El 0 Z N M o co co Z a w � N to M Z � Q j 0 o LL }f C13 w � Um 0 to w o �N � U d c W J i t =�ji U o 0 rn o N O) w ii. m = o z J LL z❑ zo E O wo z0 a E U� a� 0a CO (� a¢ Z Qo W Z CIO M�= �_ oYzZ m2 o Z m J N r� ¢w 1Z cg o� ow go az W A C> Qo nw a� o a� ;o MJM Iw OG ti U3; O >M d' CC CC L r co >+ co Q U co O a. U) .9� ..' oio co M .� O 00 LO N Q M N r- E M o Z E Occ E c JOB NO: 23-00506 SCALE : AS NOTED SHEET NO. 7 LL j M 7!t C:1 CS! pq- I_D 0 CD 9 CID C�- LO C3 A IV C�l E E 0 co cp tz- f2 41 (D L7-* C14 C�o C14 im 16 0- C) C14 1�4 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RE81DENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1, GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATERS EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2, DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1)/2 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 CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6iTMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3, SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEADLOADS: 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 TOPCHORD: 15PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1-10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 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 ILL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4- MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 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. 3" 2" 1 Y2. Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301,2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): BUILDING CATEGORY = 11 3 1/2" MIN. THICKNESS W/ MIN, REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 INDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'rn = 2,000 PSI MINIMUM. GARAGE DOORS (V = 140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +24.9 PSF / -28.0 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32"EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BE APA RATED SHEATHING EXP 1 U,N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS, 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8,, SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O�C. AT EACH SUPPORT. MINIMUM SCREW 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0,148", 12d = 0,148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4� ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACrrY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, NOTE: 4.5.7. CONCRETE EMBEDDED'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.C. ALTERNATES TO 'J' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED 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 1557-02EO1 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 provid6d. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s grinkler systems including all risers and E spray hea s shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall, 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. F'C-RbeRr3`m61 e vej bC and mortar along the foundation perimeter ancrete ovepou E must re exteno soiftreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11, FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin%department b i licensed pest control company before a certificate of occupancy will eissued. TUcertificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. C= LL- U, Cj 5ROq N� 4z E or F L 0 &Sloto` 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. Erigineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 0 8, 0 LO :3 N 0 C') T -j Lu 0 z E: 0 ca W , 0 M �-) F, W C/) Z 00 d LO M z < r LL IL a 04 . < 6 3 00 z 0 U) W El El C� < Q� .2 u- 4-J 0 =r 0 V) V V) N 00 c) LIJ a E w U 0 C-4 -Ak CC) LD z ce E -0 Z < E E M < E, .0 C, X 0, z to �0 < z �z Wz fu C <. W2 0, z -2 Z, W I C, 2 z 0 z W W M 0 T, < X < 0 Mj0. < 0 C .2 C) M co 0 0 co 0 co 3: C:) CT cc C:) 0 U) N L0 0 72 cc CY) 0 C'J 0 0-) 0 00 C) LO C14 Q E CV) T11- 6 z z E 0 co E 0 0 < JOB NO: 23-00506 SCALE : AS NOTED_ SHEET NO. SIN _J M C14 Cr cn C) -0 9 CIO C) uo 24_1 0 :9 -0 C-4 4= f_4 E 1.21 0 4) E 0 0 01 rn W LZ 0 E .0 16 0 0 C14 C) C14 t 7 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING ......... rz ...... ..... 777-�V ... ......... .. _- - - .. ... - . . - .. ........ .................... . . . . . . . . ... . . . . . . . . . . . . ��� . ................ . STAPLES @ 6" O.C. VERT BETWEEN -'ITMAX . . . . . . . . . . . . . . . . ......... 16GM1-1/2" LONG (3/4--l" 16GAxl-1\2" LONG (3/4"-l" CROWN) STUDS (NOTED THUS:—) - OFFSET WN) STAPLES@ 6" CRO O.C. VERT INTO STUDS STAPLES BETWEEN STUDS AS SHOWN (NOTED THUS:—) V 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** 101-011 TANK -LESS W/H CORNER OF L_ _J HOME H C G GARAGE SIDE 000 q7 U) 51-011 < 10 C:� STUB -OUT FOR 11-0 U-) 9 0 GAS METER 0 01 101 9 0 I 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5-1 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9" (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. 6-11 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-0" (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 BCIOJoist BackerBlock Thickness Filler Block Thickness Series — 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 314" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x-+ 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap -t FILL CELL U) LU STD. 90' CONT. #5 HOOK BAR �N - STD. 900 HOOK ME BOND BEAM F SIMPSC 11 1 w/ (22) NAILS I CONT. #5 E BAR 5181 #5 CONT. THRU FROM BOLT FOUNDATION :ST BOND BEAM STEP SCALE: N.T.S. BOND BEAM 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 Ablock TJI TO BE CUT TO ALLOW FOR BLOCKINGfTJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid Solid bil ck all posts from all costs from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small gap 2" 2" a " . 4 max. /71 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. ight fit ------ 2) Block solid between joists for full length of span. T 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. higher thnn isirinih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0' require additional consideration. Check wall or beam below.* w local building code for appropriate details in I One 10d box areas=20 of high or�21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or (D Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 13" o.c. Provide adequate bearing for each lapped joist. nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D EXEMPTS) NOCKOUT (see table below) D (see table below) 214 F1 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or _tm Web Stiffener Fastener Schedule Joist Bearing cation Series I Depth I End Intermediate BCI 1000so 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BCI 6500s@— 9-1/2" 11 -7/8" 2-8d 1 2-8d 2-8d 3-8d _1,V_ I �2-8d 5-8d 16" 1 2-8d 6-8d BCI 60sP 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s@ 11-7/81, 3-16d 3-16d 77j4�� 5-16d 16" �6- 1 6d 6-16d SIMPSC w/ (22) NAILS I RTRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META1 2 Plumbing META12 TSS INSTALLATION beam below -- Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wal I, provide 13/4" minimum bearing for each. I -Joist can be offs et F " Use 1 0dx3" nails at 6"o. c. for al I joist blocking panel *Non -stacking walls require additional consideration. (0 ME t 1 1% It CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" e7__7r_ Y2" ROUND e-4 DO NOT CUT HOLES 6- 7F 6" 1 6" Al HOI E MAY BE THE WEB, PROVIDE AT JNDIN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 8 l-U' I V-1" 1'-2'1 1�-Z'l 1�-3* 1�-7' 1"1"1 7-4' 2-9- 1 3-2- 3-7- Any - 1 6' __ j I ois - t _­_­­.__.. 12 1'-9' T-I" I'-Z'I 1!-01 l-3' 1'-9'12-4' 2-11"1 3-7' 4-0 1 4-T Span M,) 115 141 1'-1" 11'--7 V-2'" 1�-T' 2�-S' 3-2' 3-10" 4-9- 9-7' 1 6-4- 7-2- ...... -io— '-a' _V� I'-11" I'-Z' 1-2" 2-9- 3-U' 4-47' 4-19' 9-11" 6-11" 7�11" 9-111, 24 , I-4:Y' 1�4', I'-Z' 1�-T' 2-6', 3-7- 4-9' 6-10" 7-z' 8-4' 1 g-6, , 110--w 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 2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT P ECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max A/C CHASE 4" PVC - JOISTS OFFSET SLEEVE THRU STEM N.T.S. WALL 00 IEEI I IEEI I M I I= 11. 111=111P Fl 1 11111 1 t Backer block (12" wide min.) -11111 111111 1111-111— —111 Nail with 10- 10d nails. Install tight to top flange. 4 . A - SLEEVE THRU STEM Nal ith 11- d Install tight to top flange r SEE P 4 LAN FOR Joist hange : 1' FOUNDATION INFO STEM FOUNDATION Nail with Filler block. 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2"gap_�_ _�_— ::�� -1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 1- 0.6 X Joist D depth liz, I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR '� �—A/C C =AS E 4- �PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H 1 OA SIMPSON H10A 0 6 (WHEN 1 1 1 REQUIRED) wl (18) 1 Od x 1 1/2"' NAILS 5# UPLIFT = 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PI�E PENETRATION� ''11511 I�DITI "T 4 PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN, 1 SIZE & REINE.� 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's X 4- 0" PENETRATION—\ CENTERED @ Pl�E PVC OR SCH40 SLEEVE PLUMBING LINE L A: A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE E CENTERED @ PIP PENETRATION PLUMBING LINE 4 4 4 El I M I I� .'', 4 4 =I MI A v IE 4 SEE FND. PLIN SIZE & REINF. e- C= 00 Q: C3 cc CJ W W E -=) 0 W N( N/ A\ A� NAO O�- J t'.A Q.. <) PLO 9- a To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W I a (0 0 .0 6 OF C14 0 Lu Z 13 0 U_ LL �6 -6;; W i E 0 9;� 0 cc N 0 LLI 0 - ;; W W z Co 0 Z < 0 < z 0 W 00 V) C—/) LU CA 0 _0, V) V) L.LJ -aft X V) LU E > I 0 U) �0 16 12 2 C13 0 z z 2 U_ E z< E 8 'z a co, 1'. ro E -� 0 < -, - 00 11 0 < co W ITT 0 � 0 �z z .9 =3 (13 C: 0 Z M =5 < ::. 8 0:4 Z, 15 00 C0 z mi cl_� `r 1. 0 < 01� 2(=) cy) 0 co < 0 Cr I . = 0 CL U) .2 Co LO 0 _R co C) (D 0) 00 C:) 11.0 U') !�', CY) T— E CY) 0 M z E a r- a. E 0 hi 'a CIO < JOB NO 23-00506 SCALE AS NOTED SHEET NO. S N 1 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. 1 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cn 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO _ ° . BE IN ACCORDANCE w/ASTM ;- D7158-CLASS G or H, or ASTM T=1 1=1 I I— 11= ; • I =1 I D3161-CLASS F, IN 'I —ILI, ICI I1— ° — 12 ACCORDANCE w/ TABLE I' ! TI 1=1 11=1 I I— 1=1 1=1 I 1-1 I 1=1 I —I 1= I' ZTYP.) R905.2.6.1, FLORIDA BUILDING -1 I III =�—III— I1 I1 I III= ] 1 VARIES CODE 7TH EDITION (2020) RESIDENTIAL 8 i lNSU ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT (*�GG F1 FV- VARIFS/Ali_�\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 - NOTE:EXTEND W1AXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C .a. N ' e° r ° ° M - z I ,Id °° D 6 MIL VAPOR( ° ,r o0 I I— _ - z BARRIER =1 I o • I r COMP. SOIL. ° = (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION II A SCALE: 3/4" =1'-0" 53 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z M III .' '• —I� T III— :.. .• • � I SEE A/S3 OR J/S6 11 1 if�- • I I t� FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) ! V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 0%) 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF e „ „ „ 5/8"OR 1/2" HIGH STRENGTH „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS a „ „ „ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE 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 NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/810 x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL W1.4 x W1.4 @ 24" O.C.) 2" ATTACHMENTS 2/ 6 x 6 WWF OR FIBERMESH WWF OR FIBERMESH ELEV.4-3 1/2" z 31/2" MIN. 31/2" MIN. A.F.F. p \ ° N - D ° . °'��►31/2"(min.)-4"% 9` = 31/2"(min.)-4„ MilH1151111 31/2"(min. - 4" • f 31/2"(min.) - 4" =1 11-1 1, — \"` —II, I (2) #5 CONT. 4„-4;rir r �r (2) #5 CONT. E4„ '�'_4 III fill g„ U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL 0 STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 Q��c�RE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD, 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C M 1, 05 LOAD BEARING OR INSULATION PER FBC AND ENERGY "1, 1 J 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" R302.11) 1"xP.T. STUD INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10-0 (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL " ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 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 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 " @ 24" O.C. VERT. OR @ WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 wl (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 6 1/4"x31/4" TAPCONS J ) _ () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 5 MI TENSION 0 SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH ¢ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS N WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH '- E TYP. 2x P.T. PLATE o c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w D . ° . ASSUMED FINISHED p ° D GRADE 40 MIN. Fy= 40ksi a ° D GRADE z., z_ #3 & #4 LAP SPLICE _ z rT FINISH GRADE °p 2 2„ [[GRADE 60 MIN, Fy= 60ksi] a I II I • D D I—� — TTi o MONO OR STEMWALL > �- -RT :D °' 5 MIN. LAP [30"MIN P] FOOTING MONO SHOWN — LU w °� Tr FOR CLARITY _ _- O0 6 MIL VAPOR BARRIER_ ;° 1=1f=—I—I� °° R 1 7/8"`��!—_#5 REINFORCING BAR z__ r D I I— I il—IlT N Z f ff—ITf—� I� I 1TI—I r #5 LAP SPLICE I =� • �I �_) (2) #5 CONT. NOTE: - N COMP. SOIL. COMPACTED TO 7.I 36" MIN. LAP [36"MIN. LAP] ON 3" CHAIRS „ „ FOR BEARING WALL ( _ o ( T I III— III— _ (TYP.) 8 1-4 8 W/ UPLIFT ONLY _ 95 /o MODIFIED PROCTOR ASTM—T I �TI� T� 10" D1557) I r� rrs rrr� I I rr� 4 1 #6 REINFORCING BAR #5 STD. 90 HOOK -' = - - -- #s LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4 0 „_ 1 11 SLAB INFORMATION. SLAB INFORMATION. 53 VARIES 6x6W1.4xW1.4 11/2"RECESS FOR 6x6W1.4xW1.4 FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN WWF OR FIBERMESH 31/2" WWF OR FIBERMESH () SEE ROOF PLAN S.G.D. (U.N.O.) min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS o • _ AT 24" D.C. MAX. .. " CONNECTION INFO ° a GRADE e . — 0 — a • SEE PLAN FOR _ _ — — _ TOP OF BEAM &LAYOUT DESIGN a 'o _ III I t— I I I —III q — =(1) #5 REBAR w/ OPT. SEE ROOF PLAN c — — a' ° a q - 'T T (*FIr ci I (=SC�REFN ENCLOSURE(2) HTS20FORSTRUCTURAL`� I I I�I�--I I I = '. BEAM SIZE & I . CONNECTION INFO M d^ MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N ' Cl) RRI . -A. 'T�_:! 11 .. �I MPH •��:.•;,. • •. (III=' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-011 CONT. BEAD SEALAP a .• Q d ° n INTERIOR 4.q. -3 1/2" • .. d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOT70M PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C9 c N T—IIPI I M 6 MIL VAPOR ��— �L BARRIER I' —1 0` 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 =1 Irl I—�fff' ;1�(f ' Tf� MIN 7116" O.S.B. SHEATHING �- 811 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 M ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS a S.G.D. rM -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 �'1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -� W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _ —INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN CONT. BEAD SEALANT w , SIZE VARIES PER PLAN w/ MIN. #5 VERTICALS M > LU (2) 002 GRADE FILLED SOLID (SEE PLAN FOR - - 6 x 6 W1.4 x W1.4 `I w AND REINFORCEMENT) 0SIZE _ • WWF OR FIBERMESH '- ch w (o ? w =1 t' U BRICK PAVERS or SLAB PER p o `� _ - • • • • a ° / COMMUNITY SPECS U_ _ '' ' - III= — — 0-0 FIN. FLR.� =1-fT—Tr- 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 1 - = FOOTING v = BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE SCHEDULE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 d -o Q W Q_ >='m C-4 LZ �a w C CN d dam. � 3 ; E ro n As - no U 41. d 7P _ V�o OF wy t . L ," y0` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Q U � (V O n 0 a� on -�f S 6C`n'•) "T 4k LL C _j L W ue '� Lit d z — •o a tS� o Z o o W ��pjO' m w z N NZ a- LL (y) < 0 Z N OU U W El [I V M Z N o �o z z o Q � cq W E C) FE U 0 LU cri L �N = Juft U LLJ {— J � ONs c t _ zi �• U O � � U)®® 1 o W M (j y = O Sz Z Q E =o Zo < EN o E U wz Z® 0. E <¢ wW 0° Z �oz t� az wo aZ �z L c ¢ o z �a W m0 Z �z zo T oa az N W O o r K J O < = r MO M wF ZI< a- 3 N O > M J o r co O O .-�. Q n m N LO Wi yy Q N Q M N r E M IC Z O N T EE N a p CL E U JOB NO: 23-00506 SCALE : AS NOTED SHEET NO. S3 (MONO) M 't- rl- C.0 LO C) C [ :1 1�0 E E 3 LZ 0 C.) I E! L) 0. 0 ff- C-4 0 0- - t.0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER //"—SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE . FOR CLEAN -OUT —2x DEAD WOOD @ MID POINT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 11/2" MAXIMUM 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 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" � j 2x BLOCKING @ EACH END W/ 1 Od @ V114" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x H EADE R PER PLAN vAfRIE5 I\--2x BOTTOM PLATE W/ (1) 1 Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 1 Od (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHE + + + STUD W/ (3) 1 Od NP S� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 1 Od NAILS AT EACH STUD ;2! BLOCKING P.) 2x P.T. PLATE ROOFTRUSS 1 5/8" x 10" "? BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.. AND FILLED SOLID WIGROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. HOOK IN K.O. BLOCK 90A KNEE WALL ABOVE MASONRY WALL DETAIL _ CL TO DRAIN R EXTERIO WALL WALL CLEAN -OUT rA SCALE: N.T.S. ��4� 7 5/81, 8" 7 5/81, 8" 7 5181, 8" 1STCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER, TYPICAL SECTION THRU WINDOW ( �B MASONRYLAYOUT rD SCALE: N.T.S. '\' �4 KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 11 1 11 1-4 11 F-1 811 STD. 96*HOOK-/8"- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-O"WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1 (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION L NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G 04 014 SCALE: N.T.S, �4 WIDTH OF OPENING VARIES 4" — FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIA L—\ LU > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES .... ... SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 0 SCALE: N.T.S. SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL rp_'N� SHED FORWARD THIS DRAWING. SCALE: N.T.S. � �4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) I Od x 11/2" 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 rop �ARAGE lOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BU CK SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS ISTUDS EA END EA END EA END EA END IMPSON 11 - 4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) 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"X1 0" OR GREATER HEADER \--(2) 2x HEADER SEE PLAN 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 wl SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.C� v TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER�� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET A S EBLOCKING W/ 2-16d TOE NAILS C EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING Lu O/C FIELD 2x TOP PLATE--// U) 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) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB t /tt 2x STUD @ 24" " O.C. MAX) w/ MIN, 4" EMBEDMENT (24 T LMAIN O.C. MAX. ROVIDE P.A,F. NAILS OR IN KO BLOCK AT EA. STUD SPAN P.T. PLATE-�--\' rp EQUAL @ 12" O.C. MOISTURE BARRIER = I =1 17771 = ROOF TRUSS .2x SEE A/S3 FOR 1 STAGGERED FROM BOT. I F-1 UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W1 GROUT 1 #5 VERT. IN CONC. FILLED CELL_ W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE -7 7 NAILS TOTAL) EA. SIDE OF 4,9,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Y�16d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. � �4 F= 2240 LBS N SIMPSO SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 -NAILED INTO TRANSOM FRAMING SIMPSON - Spi SIMPSON ON SP4 SIMPS SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/"" j SIMPSON SP4 2X TOP PLATE OVERLAPPING SIMPSON Spi Sim SP4 1 Od NAILS @ 6" STAGGERED 24" O.C. MAX _2X P.T. PLATE ___1_ SCALE: N.T.S. '\' L4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3' (4565# SPF) 33 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. I & NUT DXIEDA.T.R. I & NUT 2X8 P.T. BOTTOM PrTE T_ �-518"xlO" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " ROOF TRUSS ABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 518"X10" J-BOLTS @ Z-O" O.C. -MASONRY WALL 1 Od NAILS @ 4 10d NAILS @ 6" O.C. ,--�STAGGERED A STAGGERED _-E 0 0 TRANSOM FRAMING BEYOND. - - - - - - ,—PLYWOOD FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8" O/C FIELD SIMPSON SP4 W/ (6) 1 Old x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING SIMPSON SP2w/(12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE T_ 5/8"X1 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. CIA ILI 00 F.P. 0z 2 _= An G* �ZL— Z. iiihiiij ob b", . 1 C14 0 0 � * :W 4C �Zz F L 0 To the best of the Engi neer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature an d seal. W 01 "N 16 SO- 10 0 'Z zP LL .4 'rD U -, 7 - LL U_ , W uj 'cc: 't 'r z a i W �5 w C� �2 0 0 2 W 05 z 0 LO Cl) Z < 0 z 0 en W E3 El (D < t LL LU 0- 0 LU V) Ln 5 Juft U) - 0 Cl> cl� 0 z LL_ C& E C�_ 8 E �0 W 00 23' E co 0< z ?z Z. � z cl� C: � '< 0 � z z . 10 'z <. -- z ZO -z LD W W C" <0 'Z nj X -5 00i C) 3: > CO CU (0 C) co 0 < ca 0 0 M C LO 4_j a) 0 '2 C0 0 C14 cy) 00 C) LO LO CY) CD CY) T1_ 0 z z E C) CU C: a. E 0 ;j 'a 16 0 'D 0 _j < 0 C r_ 0) _j JOB NO 23-00506 SCALE AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/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 1 O/S5 MAX 9r! BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9!r SEE STRUCTURAL NOTES AND NAILING —}� IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL 1 IF >9" SEE 10/S5 ' 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)1 Od TOE NAILS @ •� AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR DETAIL 2"x4" CROSS BRACE SHEATHING APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) // GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING' 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12 O.C. FIELD TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED @ 6" O.C. EDGES AND 12" O.C, FIELD (2)16d NAILS W/ (2)16d TOENAILS \ 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1Odx3" 4" O/C FASTEN WITH 1Odx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" O.C. 2x4 "T' ON TOP OF PANEL °� @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF, ATTACHED w/ (2)16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O7711 .C. 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM PLATE SPLICES w/ 3/16"x2" m PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4' 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. 55 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N X-BRACING, AND TOP r "' SEE STRUCTURAL CHORD BLOCKING NF1 NOTES AND NAILING INFORMATION `� co � SCHEDULE FOR —I, SHEATHING DETAIL BACKNAIL w/ 1/ (2)16d NAILS -WOOD TRUSSESL - `° 80 00 2"x4" CROSS BRACE APPROX, 8" FROM 2x4 RAT RUN BRACING rl RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 TRUSS SPANS ilt a 1�t 10d & (2)10d TOE 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 " " O O (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3) OR EQUAL (D = 0.207 , L = 4 1/2) OR EQUAL (D = 0.207 , L = 4 1/2') OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES 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 Dq SPACE AS SHOWN FOR 3 PLY 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 1 O/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/ 1Old NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E GES 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 OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL LL EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 10dx3 @ 4 O/C (2)12d TOENAILS E NON - LOAD BEARING LOCATION COMMON NAILS. ONE INTO EACH OUTSIDE FACE OF B.U.C. OF SAME NUMBER ROWS SAME SPACING) ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x .ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL t (2) 16d NA (2)16d PER JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"'� SCALE: N.T.S. 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131 " AILS EA. SIDE 2x4 #2 SYP w/ 1 Old Xo.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. SrJ 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z W \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER .BOND BEAM — MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d'NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB —� SINGLE ""L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 1111 1511111111111111111 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I ""L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U,N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 010" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING MINIMUM (2)16d PER JOINT \—MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/(4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) �--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 CORNER JACK Y a U w z M 0 U HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 cril > c®o LR� > w i L = v ar— = mcaIm �CMk. �'j- C�1_ d ro o 0 0 _ �J cV, ''• � . 4 C)C N tea. e r ° • % #k 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. W 0 t E a 8 0 08'�� N N I 0 ti��2 0 Nv a r6 Of Ca LL LL LL W a J w Z mcrn °� f--.09 o W0 in5 ZCI4jO' m Z 00 LO CO Z ¢ J Z N O (� U El M � N M og z z o N t�I � Z a o a--+ C U 0 w o Ln V) c N vt � U o''... h J E lawW L s zl'.. as ¢ • CQ I� Z M J 0 $ o z Z g LL E o Z. >m a a E U w�� zm oa a 00 o 0� Z CD a; t° L I, `z o a z 'z (� C 4 Y Nmaw m O Q, m� J Q a �z W H a -Z yw W T mo jz ~ o J� w¢ ao (aO O Ti N 0 rn W L r >, � � 0 Q O cow O > m O c° CO0 .0 00 o L0 N Q co N T— w M � r o z o c a E U Q p JOB NO: 23-00506 SCALE : AS NOTED SHEET NO. S5 LLj M ID Cr CD L0 C) IN V) 0 r E E 0 a rn _W E 1 C-> LZ P") C14 r L ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 112" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" 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 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. 314" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W18d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :� 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W1 FOAM. DRAFTSTOPPING SHALLo--1 DIVIDE THE CONCEALED SPACE INTO APPROX. EQUY_ I AREAS. I IF FLOOR SYSTEM \PER PLAN 41 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" 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 xf:FOR UNDERLAYMENT 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 w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - IRSH] - 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 Z) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU LU 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 'u, L=1 INSULATION PER CHART ON FLOOR PLAN (13 �R '-_,��S 6� E ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8`X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 11/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------, BAND JOIST *SIMPSON LTP4 wl (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) 1 Od x 11/2" 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 kTE W/ I O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY� "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. ���6 'ex �) I U U'l q I 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSr FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 WEEPSCREED INSTALLED PER, MANUF. SIMPSON HETA20 w/ (8) 10dxl 1/2" z C NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK ( B SCALE: 314"=V-0" � S6 RIBBONS DETAIL (FLOOR TRUS SCALE: 1 1/2"=V-0" "6,) 15132" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS f REQUIRED PER r SECTION X-X IF uj' NOT FULL _j HEIGHT SHEET--/ U) L 44FLOO, G R SYST M 7 k (2)- 2x TOP PLATE BEYOND I EXPOSURE1 SHEATHING W W F�_15/21Z'OSB x SOLID 2x C/) BLOCKING @ ALL SHEATHING (n EDGES (SEE OPENING SECTION X-X) w Q_ _x 23 W _2xSTUDS W BEYOND. 2w: SEE PLAN 0 L d 0 U) \-2x4 P.T. BASE \__&_jHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I r-1 r-%1A"r1^K1 r*%1Af%MARA 3/8" "S" = NAIL 318" SPACING S 3/4.11 S 4t" I `Q _�_ S SINGLE NAIL EDGE SPACING DOUBLE NAIL El AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7116" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C� STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 81, O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SPACING 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 Y8' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ya". W NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z u_ @ NAIL OPENING PERIMETER w/(2) ROWS@ 4" O.C. w/ 8dCOMMON NAIL. 0 < @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. Lu STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL Lu 2 Lu LL l- 0 Q� PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF: � 0 0 0 wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0, 0,' 'n' LL XD @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL (n Lu 0 LL c,4 LU 0 MEMBER IF GABLE END m U. 7 LL U) NOTE: . 8d NAI LS FOR WALL SHEATHI NG MUST BE MIN. 13 1 " X 2 1/2" . Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 1 SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 4 INTERIOR HEADER: (1 BOSHEAf 2x SILL PLATE W1 (2) X DER (1) ONLY 12d TOENAILS 1 • EXTERIOR HEADERS: (1) 2x S ILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 wl (6) 1 Od x 11/2" EACH SIDE SEE PLAN FOR REQUIRED-' - CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS I M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1-4 (1) (2) (1) (2) (1) LSTA30 4'.9' (2) (3) (2) (2) (1) LSTA30 91-1 (3) (3) (2) (3) (2)LSTA30 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Lij PLYWOOD SHEATHING NAILED PER NAILING 4"x4" INSPECTION PORT AT NOTE: SEE TYPICAL WALL SEE SHEATHING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO SECTION C/S3 FOR EACH FILL CELL TYPICAL SPECS ON FLOOR k"=y LU ADDITIONAL INFORMATION @ INTERVALS NOT 1xWD FURRING@ 24" 0. 0- AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE EXCEEDING 10'-O"(R302.11) 2X STUDS @ 16" O/C 1/2" GYP. BASEBOARD to TO CUT BLOCK OR POUR SECTION J/S6 W.B. MIN. @ 5/8"DIA. x 10" "J" BOLT W/ 8" MIN. 2500 PSI CONC. SLAB C14 CURB DUE TO SLOPE DECKING GARAGE SIDE IF APPLICABLE EMBEDMENT @ 24" O.C. W/ 2"DIA. 7/8" STUCCO FINISH PER ASTM C. 926 MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY— /// x 3/16" PLATE WASHER (MIN. APPLY 3 LAYERS W/ TOTAL THICKNESS MUNICIPALITY 410 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" SHEAR 3500#. MIN. TYPICAL 7/8" OVER METAL LATH. FIRST 2 LAYERS @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 4. SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10) 10d NAILS E (MIN. SHEAR 3500#. MIN. NAILS AT EA. STUD AT EA. STUD 4a /FINISH GRADE 00 FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#,) 2500 PSI CONCRETE MIN. 2X P.T. PLATE 11-7;Fr . 4' SLAB W/ 6x6 W1.4xW1.4 co FLOOR TRUSS 1=11 =111=111— I .'.. WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. .1 1 1 . 4 A. . 0? SEE FRAMING WEEP SCREED 2X P.T. PLATE �El 1 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH '4 6x6 W1.4xW1.4 PLAN INSTALLED PER MANUF. 7:11 9 R� WWF OR FIBERME­ -4 00 C I FINISH GRADE @ - S I M PSON H ETA20 w/ (8) 1 0dx1 1/2" co 2"x4" CROSS BRACE ? 48" _T 00 0 0 NAILS @ 24" O.C. INTO TRUSS d —1 O/C FOR THE 1 ST 2�'-O" OF STD. 90'HOOK BLOCKING & MIN. 4" EMBEDMENT .4. .'4 CD 2� END WALL W/ (2)1 Odx3" @ EA. ;;II J (3) # 5 REBAR ON El .11 1 1=1 I E C W/3" MIN. CLEARANCE 4" 11-81. (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK 2 4" A -(3) #5 CONT. ON 3" SEE DETAIL 2/D2 FOR CHAIR W/ 3" MIN. 11 — I TYP 2-STORY WALL SECTION rj'\� 81' V-8" 8" " I WI-1 I 1_=1 I 1=1 I I MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR ­" 4" 11-8" REV. 03.16.21 SCALE: 3/4"=1'-0" � �6 2ND FLOOR FRAME CONNECTION INTERIOR 2-STORY FRAME SECTION WIT' MIN. CLEARANCE PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ALTERNATE FOOTING ry 1\ �6 1\16� @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION, ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. C= 'W LU Cl- CLW CA- ze E C= tj qu CD 71 i3; cr_ Ro �V/� " Q Z) 'S' 16 0 Q; U, F_>' �v ;P/�' "?0 v ze, r otj r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing 0) W 11- 'q E C) 0 :L- 0000 C�o NO q* LL L LU co u_ � �d �;' Z N W 0 W W �� 0 L0 co Z < IL IL 0 C14 0 d z W 11 El c) C' < cl- r- 13 0 .2 U- 4_j Q) 0 LLJ V) V) C� LU E < 0 M W Cn M z z < U_ E z z E 0 y Z' 0 L C1 E 0 < W x 00 .0 01 0< < 0 xz fL' L M C/:) C .0 0, Z' z z 0M C, < Z ZO W C�' < z z M 0 x 0 zi< .2 C! > CY) 0 co 0 M < M 0 n U) 0 3: Fn CN 4-J C L0 4_j a) 0 72 CY) C) C'4 cy) C) 00 p LO 0-4 LO N < CY) CNI E C: 0 z z :3 E (D cc 2 E 70 0 0 JOB NO 23-00506 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: 2' = 1'-0" 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. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 6, VWALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING ALIGN THIS STUD WITH AFACE OF 2ND RISER SYP CUT TO FIT %RS IN WALL ---2x12 SYP BEARS IN WALL , B 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 (14) 10d x 1 1/2" NAILS) fI EW "A" SECTION VIEW "B" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" 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 STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS T / ---2x4 BLOCKING FOR 2x12t-- 2x4 PT UNDER 2x12�/ — ROVIDE MOISTURE PROTECTION LATTACH ALL COMPONENTS STAIR TO CONC. W/ a' X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2 1' TAPCONS @ MAX. 32" O.C. / SCALE: 1 T-0" SCALE: 1" = 1'-C" ALIGN THIS STUD WITH FACE OF 2nd RISER 6'0 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G-1 SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS G T T2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" STRINGER CONTACT POINTS NAILS) CTION VIEW "ID11 SECTION VIEW "Ell SCALE: 1" = 1'-D" SCALE: 1" = 1'-0" /—t PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4" NGER SLUED NAILED SECTION D—D SCALE: 1" = 1'4" 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED - -\ i NAILED- 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU AT STRINGER CONTACT POINTS 9 I 't2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 0 FOA jZF2x4 SYP BLOCKING FOR S�TRAP \11 (SIMPSON MTS12 W/ 0 HE I C L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER --� FOR DRYWALL SPACING E SECTION VIEW SCALE: 7' = T-0" 2x4 NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT (2) LAYERJ" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. - POST LET INTO -OCK DE JNG ?X8 BLOCKING -OR NEWEL POST f0 ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = T-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRII 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC RIS R L_ VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" CL a w c c_-� e. u. a -cc ars co ca S .cg cv ac; a° ,E r Cc c E ec 0 qyE 1��S G�A@A� FC}e ca `tea � Ate, i 6 e � °e •w[N PLO •������`�6O��SSiO�i�`��' f111 111$1wW10�9 , 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. � vE 0 4 V oN o c o o 0 " 00 00 N N r lo- N M Q LL —r w Co ou,u_ U.,a Z @arn a. 0 CU zr- 9 � LOM z Q Z LL ILW N 43 OU 0 o Z ❑o Cll M Cl, N Cl) o� M0 13 N M N � v o l__ J LL O—� LIJo N cl:� in L c) Q N O> 0 ti CID J W � �Q z z IL !Z E z� o0 Zo QN o w z z® O a �n3 �Ie Roso &od a .0 z �z _ C: a o mo o� aw no all CA) j ® ? < a W m g QO = � 3 M w ~ O= v zla o J �� } (y) ai o� m O O O � 0 CT Y = CU 0 0- U) m N LO Q 72 r111 qqt co 01 O 00 0 LO N Q cn N r i6 E M r •� r' o Z m Z w '� E a`oi r6 a E 0 _j ¢ o j JOB NO: 23-00506 SCALE : AS NOTED SHEET` NO. ST LU C:1 cl 4 M C14 LO :E 0 0- E Cn E 0 Er E2 0 0:, 51 a: E 0 0 03 LZ C�4 C.n 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK X4 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1 x4 F 1/2" DRYWALL TO PRODUCT P T. P. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVALFOR NN. Cot 4 )N x4 P.T � td x4 X4 FURRING 3-1/4" LONG X 3/161PO - FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2' TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 LL11X8 BLOCK@ SPACING 1"..DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH ENDw/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 wl (2) ROWS 8d NALS 31- DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16- TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER N - APPROVAL FOR CONN. 1/2" DRYWALL I 1/2" DI 1x4 DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT �X4 F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. �16 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. DIST. END w/ MIN. 2" EDGE DIST. FURRIN( / , 4" FROM EACH END W/ L 2x8 P,T. ATTACH SECOND PLY w/ .2x P.T. AS REQfD MIN, 2" EDGE DIST. (2) ROWS 10dx3" - 2x8 9)( nFTAII 9 1/4,, nFTAII STAGGERED@ 12"o-C. 3-1/41' DETAIL BUILDOUT B OVER SIZE DOOR -WINDOW ROUGH OPENINGSt CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (11/4" MIN. EMBEDMENT INTO BLK,) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO \ — BRACE(S) 2 x 8 BRACE/ BLKG. 7/16"OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR-' \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od 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 ri SCALE: N.T.S. 4x 78$ 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH — 114"x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTOI�.) /4" MAX 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X4 FURRING BLKG. & BUCK 8d NAILS @ 8' O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. O�� BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T S B T 2 x 8 VERT. BRACE(S) UON )0 1�� LATION 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) INSTALL VJDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS 13-13 ARCH DETAIL rK SCALE: N.T.S. SECTION A -A 8" 1/4" x 3 1/4" TAPCONS ,LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN, OF START OF ARCH START OF ARC 4'MAX. RAD. EQUAL PROPER INSTALLATION MAX. 8" #5 REB (TYP,) STD. 90, FILL SOLID HOOK (I BOTH CELLS NOTCH WEB AT ±5 A FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS IMPSON 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS A' 0 2 0' C' 4 ING ATTACHED CHEDULE NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY --- TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH . IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" V-0" 1\1 �S GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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 1�5 PER ANCHOR) #5 CONT. TOP & MI OCCURS D IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-011 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER I -F. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. '0 COURSE) EXPANSION STRIP //I — LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE A'. .. . J * .. .1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ... W.... - . 0 , )6 It, P. REINFORCING AS FOLLOWS: SEALANT 11 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL P= F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE t, FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N 7 C14 . M X. . REMAIN FREE OF MORTAR. . H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. CN 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 MIN. (2-STORY) WITH MIN, 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. '20" 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 MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 11-011 FOR WIND SPEEDS UP TO 110 MPW, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION 40 DO NOT DO THIS 0#0 - 2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C.. A- #5 REBAR (TYP,) �R # 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 90 41% fD. HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE E NOTE: C V[N LAP SHEATHING TO L A B BOTTOM OF BAND C JOIST TYPICAL jo SIMPSON HGAM10KTA @ 12- O.C. wl (4) 1/411/2" SDS SCREWS ± =2' NOTC FIRST COURSE FHE :S INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE I BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED T BLOCKING W1 2-12d NAILS SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL wl 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. I . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED LISTED IN THE DESIGN CRITERIA ON SHEET SN. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 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. 314"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01CALE:3/4" = V-0" FOR ALUMINUM SOFFITS 7VITH SPANS S REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* + + + + + + + + + + ++ TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-13" DOUBLE 2X4 SCAB FOR 2-16" TO 44" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD S H EATH I NG BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT + L T Vv, ENTER SOFFIT PRECAST LINTEL SEE E EVATION (MAX. 4'4.) SECTION @ ROOF EXTENSIO FOR OVER HANG N rM SCALE: 3/4" = V-0" SS 4ZI=I= QPPF=T 17Y) AKIr) SIMPSON HTT4 W/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN, EDGE DISTANCE RETROFIT FOR MIS- MSTAM STRAP SCALE: 'SI-r I z >_ 0 U) U_ 0 LU 0 U_ C/) H SS RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO "--FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR I I FURTHER INSTRUCTIONS. OVERHANG­_L':.�j'..` RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. NISH SCALE: N.T.S. . .. . . : A 1.011 #5 BAR CENTERED W/ IN TOP KNOCKOUT/ to. A CHAIR BLOCK % 01 MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT STANDARD C> 99 HOOK #5 BAR IN FILLED CELL L 0' STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-10" CITE: 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 SAW CUT rA SECTION SCALE: N.T.S. SCALE: N.T.S. C"111 C11j C= 00 LAJ Q: rL M C= C'4 3: co I A IV < * C)5 IS % FLO S \\N I I II. I 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 E 0 J� co a) 0 '20 _-,o NO - * -U, 0) co 4 _j LL UL 0. 0 -6 ;; U, z _F6 =.T 9 i .1; :L- z; W :3 (0 N 0 0 0 2 ;; W co CD Ci z N Z < LO Cl) a 04 < L) 00 z 0 W W 00 Co < !3 - ;7 4�_, 2, .& 2 0 0- L11 Ln V) U) 6 E NisLU 8 < 0 LD < E 0 Z E 0 11. 9 < 8 . - 00 no co E 8. < 1, 8 01 0 < a z ITT z W U:) < 0 < 0 z 8 3: � 'M < �< 0 �0 z 3: �-o �0 ;�, 01 �j, 10 — 0 .,x 0 0 M In �! co 0 r- co 0 co < W 4­0 C L0 a) 0 -2 r1%1 co CY) CD C4 00 0 L0 LO C14 CD 04 (1) E T11- 2_� CY) C T_ 0 z W z :3 �i T_ E C E 0 0 _j JOB NO 23-00506 SCALE AS NOTED SHEETNO. SS z M V) 311 .9 -2 CD V) ,Q- ;F FL E E 17 E2 CL 0 03 C� IL Cq i <1 CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VVI A-- I VU �LU L_r-1%_1 I I i F A %JIJIJI VVL-LJ 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 wl (2) SIMPSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS EACH MD.] . . PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX& EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z-WOOD TRUSS --j TYP. WOOD TRUSS BLOCKING DETAIL A SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" j(2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" 7. TWHEN DEPTH EXCEEDS 30" GRADE 7777 Z (14 V-4" PORCH SILLrl 5�� SCALE: N.T.S. DIAGONAL AT 81-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O,C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A wl (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'-O"O.C. MAX, W/ (3) 1 Od COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOOR PLAN SEE PLAN FOR FOR BRIG. OR REQ-D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W1 (1) #5 EACH STEP W Z U) < 0- PORCH SLAB SEE' FOUNDATION PLAN W M ._z (2) #5's CONT. T&B Z W/ #3 STIRRUPS AT C14 2 4'-0" WHEN DEPTH -LOWER OR EXCEEDS 30" 1k GARAGE SLAB V-4" SEE PLAN AL LARGE STEP DOWNrj7_\� SCALE: N.T.S.' SCALE: N.T.S. 3 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. ROOF SEE SHEATHING PLAN 2X4 BLOCKING CKING BETWEEN TRUSSES SECT. A -A 'E AN SHI G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W1 (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS K (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T __TSEE WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION P LAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 4 #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SE 4 � EXCEEDS 30" I i , , FOUNDATION PLAN i _QRM_A D E z Ll 04 777'2 1`4' ENTRY PORCH SILL 2 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 Al MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH z REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 0 Ak MAX 3 SOLID. SEE ELEV. /_ !TC — FOR BASE SIZE > Fi (3) #5's EA. WAY -- U) - 11k SLAB PORCH SLAB SEE "Al LEV EL FOUNDATION PLAN SEE CUT (2) #5's CONT. T&B W/ 2 J. CONTRACTOR TO IN' ST A SECTION FOR #3 STIRRUPS AT 4f-0`1 MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH ALONG W/ PITCHING SLAB EXCEEDS 30" V-4" L TO DRAIN WATER ,on KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLrj6 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1 Od NAILS CENTERED AT SPLITTOTIE BEAMS TOGETHER LAN FOR COLUMN SIZI SEE FLOOR P & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE r2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12 W/ xx (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. M FLOOR GIRDER 16" FLOOR SYSTE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION FLOOR CONNECTION r22N� SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BILK HGT. _#5 REBAR CONT @ SLAB LEVEL -EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SI M PSON HUC41 0 W/ (14) kSEE PLAN FOR CANT t 16d INTO HEADER & (6) 1 Od INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR tIF COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE CONNECTION INFO I A REQ'D ONLY WHEN INDICATED ON BM. - ____-7/16" OSB FLITCH PLATE — FO SEE FLOOR PLAN FOR SCHEDLILE/PLAN REQ'D ONLY WHEN ASE COLUMN SIZE& BASE INDICATED ON BM. OPTION A OPTION B CONNECTION INFO OPTION C SCHEDULEIPLAN COMMON BM. TO POST ATTACHMENT K�A SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 W/ (14) 1 Od NAI LS TYP. U. N. 0. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A gg n 0. 0 CORNER SEE FOUNDATION L�_PLAN FOR MORE INFO 51- COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. BM. SPLICE OVER CENTER OF POST WOOD WALL SEE PLAN OR TRUSS. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ �2�v ROOF SLOPE 16d COMMONS NAILS EACH 2X4 CONT. W/ (2) STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WAL L SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od 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) 1 Od NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 W/ (8) 16d NAILS TO LEDGER AND J/S6 FOR MORE INFO. 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 MASONRY WALL SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" r9 COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. 11 muo OP WAL "-MFF PI AN Y2" CDX PLYWOOD OR 3/16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ`D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES —HE.A R E SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP .4 GARAGE OR LOWER SLAB SEE PLAN 211 'X il. II. . .1 - . A. d 4 4 A; 4 4� A J� 4 : 4. -.4. 04 N 2x4 #2 SPF STUDS I@ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT x ��x �x 4 A* MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" SECTION GARAGE MONO(21 SCALE: N.T.S. > LU C3 11101- CL < E 1 0 v o FL 0 Es S, 0 I tilt To the best of the Engjneer`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 slignature and seal.-- - ot E "N 6 IC3? 0 Co Cq co (a C? 0 U) T- I` - NO 0 6 C U- 4 U_u_ CL 0 _30 -. ;-, Tu CIL z i 9 04 W r- 0 2 OR W Lo z < 0: 0 <0 z 0 Cn low W 13 Ej (D Z � < Ln In C1 (D .6 0 Fa (D0111 vv) Olf" Ln S (0 L�u E < M 0 i14 —M C.0 C cll� z < LL_ C13 -0 < ca- 0 E u cu (6 c:' E C> 0, < 0, x 0 < z z co _2a 1. . z � Lq = (a U < 9' .2 '0 z " z 15 >, z 1< � 0� zo 0 3� 09 I<m -z W "I W I=, 0 11 LD , 0 �?l zl< 0 2 C) P. >(D 0 11 0) 2 CIS CID 0 r.., co r* C) co C) n L) U) 0 N L0 %%­oo 0 r* .. co -0 0 04 C> 00 c, N LO N < ce) T_ CN E CY) T_ z E C) C: Q. E 0 0 0 IOU (D _j JOB NO' 23-00506 SCALE AS NOTED SHEEr NO. D 1 (MONO) t I li i I I I I i I I I — — — — — — — — — — — — — — -J (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 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD /— 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP--7 (2) 2x HEADER G SEE PLAN �I =11013MMORWO LEJ 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. E F 6" 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. C (2) 2x HEADER G _ SEE PLAN m F SEE FOUND. PLAN FOR FTG. REQ. O SIMPSON SP2 w/ (12) 10d NAILS OSIMPSON LSTA24 w/(18) 10d NAILS 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. OSIMPSON SP1 w/ (10) 10d NAILS �E 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. BASE PLATE PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 KNEEWALL 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 AND MULTIPLE STUD PACKS OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE OH STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-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 () 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 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 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL G BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE OA 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) 10d 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 ND OF HEADER SEE Q/S4 FOR END (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 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. 101 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 TYPIC WALL (2) SIMPSON MS (7) 10d NAILS & 1/4" TITENS 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. L (2) - 2x SPF TOP PLATE GIRDER/COL. CONN. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM r,V V IVL U�OCKING f BELOW JAMBS 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I I NAILING AREA (TYP.) I �(2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I i _ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT (1) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" 10d NAILS BENT OVER TOP 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 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 MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN 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 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTS DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 SYP U.N.O. i 2 x CONT. T & B SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCHJACK STUDS BELOW 2 STORY COL. a� GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ " 311 48°��TOp TOP SPLICE N. PROVIDE 2x4 ON , TOP OF 2x8 TO ° BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL 1� SCALE: N.T.S. (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 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 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 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. c�a av ar- C= N O CL9 G[ N � °C � 3. 3 co ae . i W d m .� 1 .� 40 fl as CI),�N ��0 ° . � r FLO QF •.....ONES `\�.�� ���"'�<sldJ � Q its►tip<������a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n W dE 8 ® C 0 2 CN 0 Q 10o W LL LL LL W n. � Zj-_ cum W col VA w a Q • O UO3 rn Cl)Z a Z N of 0 O U U 0 W ❑❑ Ez N oo z co Zo Co E z iz f, E3 N N z a U' O LU a U O Ln W o U W J _ ofo L U o a w M M z O Z � cc E -o <� a p 5- z® t-- R o w, U o oE � dz EO a � d 40 o Ww N <o O U m0 o , Z m m Q W z�y Z O A NF �� o� �3 'I0 o w� '-0a v 5'Q o 3 .� CD J 'M O d. c L T C 0 O W m � N LO 7 ca M O h 0 L0 .� 00 N Q M �, r' E Z C M o z EID O T cc a ci _ ¢ o °i JOB NO : 23-00506 SCALE : AS NOTED SHEET NO. D 2 :5 AI, 9 8 I 42 0 C. C:) LO 8 -1 __12 M 121, >1 S C0 E 9 10 0 CL E 0 0 3 -2 L= C14 C�- 4_1 1= 0 13- 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 VVINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOWBUCK ------------- 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WNDOW BUCK S W NDOW BUC END To AND EXTEND TO -VVINDOWFRAME Ry MASONRY ATTACHED PER CODE 6) TOOLED SEALANT - ED S LANT REQUIREMENTS BEAD BRIDGING RIDGING NG AND WINDOW C LAIDDING 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 TVVI IN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1 . Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list oqRstructions 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 '"I WEATHER �E BARRIER & ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -�, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER X, SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING tN D KING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING: NAILING FLANGE 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST WOOD BEAM SINGLE JOIST F BELOW DI JC �7 /SINGTLE -Wool JOIS LO 7FB E SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN PE 4 4 4' PER PLAN V-0" PER PLAN 4 4 4 < SHOWER SEAT _--__;�4 4' 4 4 4 4 SELF-ADHEF < 16 SELF -ADHERED FLASHING OUTSIDE CORNER > Co < 2� Z Z LU UJ U) U) LU 0 uU Lli rr LU LU Cl) 3: 0 U) WINDOW UNIT DOOR ROUGH OPENING SLOPE FLASHING REQUIREMENTS 0.3 in : 12.0 in R703,1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. 3/4"-1 "BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR I'll, LL__M# I WIRE LATH R703.2 Water other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied M- . 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 J inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturers installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade A V I 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 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASH:NG,JAMB & HEAD FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASH NG SEE SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED\AnNDOW (SEE DETAIL WIP011) 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 RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6' ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 4 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAIWDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 4,00. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. C INSTALL SELF -ADHERED FLASHI NG JAMB & HEAD FLASHING , SEE F W .. W 4PER 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in qutters. :LF-ADHERED FLASHING TCH HERED FLASHING 2 4 5 PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DIP WRB ONTO THE VERTICAL SURFACE TO TOP OF JFLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFITICANT[ LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ------- <D- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER OWB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGILASS V \N111 =5 A ACKER ROD FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. I 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance ... with ASTMC 1063 Building Paper 7/16" 0. S. B. sheathing ... I .... L Metal Flashing Weep Screed Installed As Per ... ...... Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor . . Z Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all buttjoints need to becaulked! using Stampede, or sim. caulk for all % C= 00 CL cvl.� C�4 :.< 42 3: C,- Cl> C14 C:p C11J 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 engineehng portions of the drawing pages hearing Engineer's signature and seal. (A W 4 �t E 00 8, 0, q a 0 6 80 - N 9) Lo -� 0 4 CL CN 0 co 4 C - i (L: LU Z r- D CD 0 0 2 0 W Z in co Z� 0 . Ln co Z < r a 0 d 0 Z 0 W W 00 to C. <C CD u- 4­1 LU 2 0 V) L.0 - R L.0 E 0 Cl> ce E z. Z, C�_ 0 E y a� 00 Do E cl� 0< Z c'o .2 F�T 0 <z . �0 �z w , 1� C: C 0 wn 0E Z, Z �z W C> < 01 Z 0 0 CZ) H I W W �w E 2 0 H], A C`� -*- 1 < 15 �O 0 .2 C) _J C bi C:) r.,, co 3: r1*1 C:) Cr co CD n W 3: N C U-) 0 (D "2 M CY) C:) r .0 0 N 0) C:) 00 C:) LO < LO CY) CN E C: T_ co Z ca Z :3 E 0 6i T_ 2 CU i2 E �_; 0 0 '10 'a cc CD < JOB NO 23-00506 SCALE AS NOTED SHEET NO. WP1 Mounting Brackets (10 GaugO +V2'x+112'x2-12' It Sock Cross Support See Anchor Schedule __�(May be cut to W� l3faCket(16GaUge) 1170ia.A325Q'�'01 (Typ.) #14selfOrillir* Screws A/C unit Bottom Edge Hurrit-are Strap Washers �Typio[ 3 in front) Front Cross Support SeWLocking Nuts (May be cut tow) Left Bracket (16 Gauge) # 14 Sellf-Drilling $cre� Thru Brackets 4 Back Cross Support into AIC U nit Bot tom Side (Typical., 3 each side for hurrl4alne use) 11STALLATION INFORMATIBN _*Ma6t, =.a.Moet mutuatit. at. ineevulcti ith ­6 livannkmic A., Btat- =131adleadSool �tsvlolll upon ftlindedir fft wffiallllp�) Florida Department of Business & Professional Regulabon Parlori Building Codes and Standards ProductApprovall Application Detail _q&ft entity or Date Dato Dal, Pandno Dftw%. TV" Version Manufacturer Contact Engineer & Lloanse vandand By validated oubmul.cl I'SCApproval Approve atalus Afflonstim 020 SmurtV�d Products Inc, Michael Graham Hermes F, Ncrero RE, Looks SoWgun RE, 12M 0020 412AW20 12QW020 Approved caregory: Structural components (B77) 441-8368 PE-73M (334)30D-1800 "Callenjoric Products introduced as a ResUllof Infoasmourventoorn No. Techrol.gy compliance al Evaluation Report from . Forigla Registered Archilodora Licensed Fiords Professional Engines, "V" eugilry Asauranot Averovedfor0s Approved for Use Imosol Doslan a-* I= bar or N.- Product Dinuerklition In HVBZ outside Hv"z R,,Itrd Fnass., 1 #1540-510 Dualltundlon Flood and Ventiall 12GI/2= Y_ Yes Nhk .100 100 2 Smelivant Model #1540-511 Dust F ... flori Flood and Wintlation V.A I zrylt= Yes Yes NIA .1 OOA I DO 3 Ishadvent Made: 111 540. 520 In ula F1 Ve 12311t2023 Y a Yes NIA -1001-IDO 4 SnrattVentMotle #1540-521 In:uI9todFI0.0.dV.n1t 12/31120M yl.� Yet NIA '1001-11)o 5 S-:nVemMdMu#154o V4 169cluot; Q�gs Door Plead Vent 12/3112C23 Yss ya� NA ri/A Sm lVent Model *154M70 Wood Well In eulatcl Flood Vent IM1112023 Yes Yes NIA -1001-IDO 1 nnadVontkldd.1#1540�574 14�54qd: Go.g. Door Flood V.L 12MI12023 Yes Yes NIA N)A Flo ride Dope time nt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 r 1 Itt4=21 a9ft troty a Date ED" Da"ftrict gets T­ version eff-facturs, cooled Fenfirater&LIcarse VIkWd Isr Validated Submitted FRO Amorm,11 A-axod stal., R-Won 2920 Drexel Metals. Ind. Jason artmate Zachary R, Pd.st Locke Botd" P, E. aMWO20 GWS(2021) 011W2020 10n312020 Approved Calegortir.'R-fing IS=, 303-1511 PE-14021 (334i mo-latio "Calegorr. Metal Fiddling Illumat�md-tearn compliance Method; Evaluation Rbpon from a Rands R agloared ArthleCt or a Licensed Fiords PTdoelo.1 Engineer OualltyAssurence Approved far Use ApprovedforUse WOW Dealan $"a A! Number or =cflng Product DeopfieftOn C01I Date In "119 Outside NOR Resistant Pressure 1 5yterns 01%C 1DONS. DMO 1058, DMO 175E� OMC 2008� Y­ No NiA +01-180 0MC 5V Florida Department of Business & Professional Regulation Page 2 of 4 Building Codes and Standards Product Approval Application Detail rode 92ill. WFAE�I'ft'l Type version Manufacturer Contact miser & License Vadid8ted By Vallcate Submitted ApDplra%�ied status Revision 2020 Tlwm.Tw Corporation Slevs Jasperson Lyndon F. Schmidt RE Ryan J_ King P.E� 0411512021 12121f2Q20 04127J2021 00JOW2021 Approved Category: aterior Doum (80q 845o7tt2il PE-434M (81�1) 767-6855 Subcategory. Swit"ing EdI Door Assemblies aJsps,­@1h-bu.co Compliance M-d! _'__n Rap"t from . `1 Foricl. Registered Architect or a I-Joemseel Florida Professional eng r Ousilry Asou rance Aporovedligrusto Agibrovadfoirus Impact Deegan S-9 Number or Name 01".!n5riber-Clasalc PreductGe-ocrotion Contract Extilrobtan Onto In HVHZ Cuts1deHVHZ Resistant Pressure 1 and Smooth -Star Nominal SLI39,,8 &cluotlrnpact&qua� Opaque 12131/2022 Me Yes Yes WA Composite E.S. Fiberglass, Single 0­ (InsWrigloul"whg X eaniguration) 2 b. Themna-Tru Flo -Classic and Smooth -Star Nominal "&fi5g,8 &qutttl mp.omqupt' Opaque 12J31=22 Mo Yes Yes WA Composits Edge Fi bergess SwVle War with Side4lto(s) 0 nwhngiOwmwing; XO. OXor OXQ configunst."%) 3 c. Thermet-Tru Filber-Classic and Smooth-Slar Nominal 6SR39;8 &quotImoact&quot Opaque 1213112G22 NO Yes, Yes NIA Composite rEdgle Rbeglass Double Dcarwth or withoutSidelitesi finswingiOutswing; )Q, or O)CKO configuratons) 4 d. Therma-T. Fiber -Classic and Smooth -Star Nominal 89#30;0 &quot:lrnpac*wt*, Opaque 12P31t2022 No Yes Yes WA C,mdZ',b,=,r1"FI borglogs, Single [)car (in.. . x configuration) 5 e. Themna-Tru Fiber -Classic and Smooth -Star Nomin2lM# 0&quot;ImpQct9qucu;Oipaq.a 12r3ltIO22 No Yes Yes WA , Me Fiberglass Single Door with Composite Sidelket(s) VmWngiCut.WrQ; XQ, OX or CXO configurations) 0 f. Therma-Tru 11bor-Clasall; and Smooth -Star Nominal 8&#39,,0 &qvot.ImlpacAquot: Opaque 12131/21122 No Yes Yes WA Composite, Edge R Double Door Wth or Sldellbes� tin %'Ohout .n Ing; XXor OXXO configuration.) 7 g. Therma-Tru FlIder-Classic and Smoolli-Slar Nominal WYOR,8 &quctIrnpa�t&quct Glued 12131=22 No Yes Yes N/A Composite Edge 'iberglases Single Door (Insvoing/Ouhrwing: X configuration) a h, Thorma,7rj Fiber -Classic and Smockh.Shar Nominal SWRIB tiquotimpact1quot; Gland 12f3l/2022 No Yes Yes NIA Comp_ite�,Edgo .. Strigl' Doorwith ts.,:b %I adelite(s) m � ng; X0. OX or OXO configurations) 9 l Theema-Tru Fiber-Classio and Smooth -Star Nominal 69#30�" lazed 1213112022 No Yes Yes NIA Compo sto Eel, Wth or wthout Sideliters (In"ing/Outewing:X X or O>CKO configuration-) 10 Therma-Tru, Foer-ClassIc and Smooth-Stor NmInal 8 Irripa.t%quot; 01 zed IWW2022 No Yes Yes NIA Com���ass Single Door (Inzwnillourtsvilmo-i x coragurotion) I I k. Thermo-Tru FIber.Cassic and Smooff�.Stor Nominal 8&#39:0 Squa�l mpact9quat Glazed 112al/2022 No Yes Yes NfA Composite Edge Fiberglass Single Door with Sideite(s) OnswrIgiOurtSonig; XO, QXcr OXO nfig-ti-s) 12 1. Therms-T. Fber-Classle and Smodyth-Star Nominal 8&039,.0 &quotImPaot&qWt Glued 12J31J2022 NO Yes Yes NIA Composite Edge Fiberglass Double DoorWth or wthoutSidelitos. 0n%%ring1Oub5wmW, XXw OXXO configurations) 13 rn Thorma-Tru FlIber-Classla and Smooth,Star Nom""' Molded 12WIZ22 No Yes Yes WA Cips, (I nuiwinglOurtswngl; X configuration) 14 n.'rharma-Tru Fioer�Classlcand,9macth.Stv Nominal 6&#39.8)&quol::lmpact&qWt; Glazed Molded 1213112OU tic Yes Yes WA open Composite Edge Fiberglass Single Door With GlandlMoldod Open8ldslfto(s) (InswinglOutswing; XD. ox., QxQ confia.rab ... ) 15 o. Themna-Tru Flber.Clessic and Smoath.Star Nominal 8&#398 &quo1;InWct&quct; Gland Molded 12131FIM2 No Yes, Yes NIA Open Composite Ectile Flealglass Double Doorwith or without Glazed Molded Open Sidelines 0rsWngl)QVtswng; xxoroxxo comigurationz) 18 p. Tha&�Tm Fiber-Chmic and Smo6th-Stmr Nominal IU�9��t&elqe-DtooCr)pwitqh�-Molded 112131,�2022 No Yes Yes WA C.m=;g68P!b�;t1 Open Sidefirse(s) (InewinglOutevAng; XO, OXot OXO configurations) 17 q.Therma-Tru Fiber -Classic and Smocith-Star NDminal 8 ct&quot; Opaque 1 1213it2m No Yes Yes WA Cdmposzrck�a Ftb vU-otl 7 Double Door with or Florida Department of Business & Professional Regulation P.S. I ef I BuildingCode3 and Standards Product Approval Application Detail fm elift 299 Dat. Date Peniclina, am - I= Version itanufacturar 6 lucon" validated IW submillAd W Approve Aitervad atatu ft,AVM 2020 PGTIhd.Ai- Jena R-ld M-1-D. scco - CER MlI BCCO -VAL 11119M20 1112412020 Approved CategoW. Exteri. Doore (941) 489­0100 (786) 315-2590 ill.bCalI Rldrg E.Wor Nor As.embll.. Compliance Method; C"111tefi.r; Me* or using Approved for Us, Approved for Use Doelan Made], NLaab" or mom Product DestApillon Contneet Edr,tioni Dot, In HVHZ out'dd. KJHZ assistant Pressure Ss70 (Large Mesita Iped) Vinyl Sliding GI.- Door �4114,702 yea Y.. Yes NIA AugustlO, 2022 amb. 00% mr%VA '5 to PRODUCT APPFXW 9-IL E C I F I (m;" A T 10 N So' H E E T(2022) As required by Florida Statute 553.842 and Florida Administrathe Code 913-72, please prok4de the information and appro%al numbers on the building components listed belowif 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 Expl. Date 1. EXTERIOR DOORS lFiber-Classic A. SWINGING Therrn a Tru and Smooth -Star (NON4MPAC1)9FL20461.1 +67.0/-67.0 psf 12131/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL204,68 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12131/2022 B. SLIDING M I Windows and Doors Series 420 F Ll 5332.1 - FL1 5332.5 +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 80001810018200 #1105 (BX7) FL8248.3 +31,0/-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1123 (16X7) F L8248.1 0 +30�0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34�4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries DiVsion of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 F Ll 7499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FI_239�2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60�0/-60.0psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10120 FL11161 +30�0/-30.0 psf 3127/2023 Pella Corporation Series 10 Sliding Window FL12811 NrIA 5/25(2031 C. FIXED M I Windows and Doors Series 185 F Ll 5349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10120 F L6694A +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLI -ON- MI Windom and Doors Series 5764 FL153512 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26(2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F Ll 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7130(2023 C� OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (Ibr Shingle Roo� 151b Felt Underlayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thom ps on A rc h Metal Com p. Off Ridge Vents FL16918.1 - FL1691&4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL215803 NIA 12131/2024 Lomanco, Inc DA-4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 E_ ROOFING 11LES Boral Ille Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc, DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V F Ll 767.7. 1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5076.1 - FL1 5076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels F Ll 7869.1 NIA 12131/2022 6. STRUCTURAL COMPONENTS k WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates F Ll 999� 1 - FL1 999.4 N/A 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12131/2022 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 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels F Ll 774 NIA 5/2&2024 Florida Department of Business& Professional Regulation page I of 3 Building Codes and Standards V25022 Product Approval Application Detail QM �ntfty Dide Date Elate Petelea Type Versil Manufacture Conlin Validated Eiv validated Submitted FEC Approval Appircried statu Revision 202b Therma-tm Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J, King, P;F- 0712=020 07/12f2620 07/2912020 IUI312020 Approved Category: 2deflor Dom (800) M-7628 PE-43409 1813) 767-6555 Subcategory. Svinging E)ftrior Door Assemblies slasperson@11hermstru.co Compliance Method: Evaluation Report from a m Florida Registered Architect or a Licensed Fjords Professional Eirgl­ QualltvAssurannis Approved for Use Apomyed far Use Design See 9 Product Model, Number or Name Praduet Dozer] otion GontractlExpiratlan Da!2 in HVHZ outside HV14Z Resistant Pressure, 1 a. ThermJru Fiber-Claumic, and Smooth-Stal Nominal 6&#3QS 8qu.:lmpd&quai; Opq- IM112022 Yea Yes Yes NfA Qdmpolide Edge Fiberglass Single Door fil-ilngfout-w-g; X "'fitguratier) 2 b. Therma-Tru Fiber -Classic and Smooth-Sw Nannimal 8MQ;S &Cluournpactiliquot, Opaque 12/31=22 Yes Yes Yes WA Composite Eclse, Fiberglass Single Door with Sldolito(s) 0nvMngft)utsw; . ng: XQ, OXor QX0 configWratl ) a GL Therma-Tru Fiber-Classe and Smoolh-Star Nominal =46 liquotImpactilquot Opaque I=i= Yes Yes Yes NIA Composite Edge Fiberglass Dotible Doar vAth or without Sidelitees (IrsevinglOutowing; XX a, OXXO 4 d. Therma-Tru R ber-Classic and Smooth -Star configuratons), NomIraIS&#3g:,I) uzit,.Irnpac qIctopaqua Posts Edg Door Com F� berg 12J3112022 Yes Yes Yes WA 5 e. ThormaJru Fiber-Cressic and Smoch-SWr (Inswingi/Outswinli; X configulation) Nominal 8039;0 Opaque mpdohs E a R lass Single Door Wth .1.1gloutawflip; 1 V31 r2an Yes Yes y_ WA 6 f. Thermla-Tru Flbsr�Classlc 2 nd Smooth -Star its(s) (I XO, OX or OxO cenfigursitiGns) N.Mln.1 8&9,99,0 &qL&,Impac:&quot; Opaquea ,rhipoette Edge Fiberglass Omble, Door with or C 12f31r2G22 Yeti Yes Yes NIA 7 g. Thohnna-Tru Rber.Classle and Smooth -Star Without Sidelites (Insmng�Oubemngl; XX or C)D1,O .."fig "'fl-'s) Nomirtill 0&#39;8 &quct;ImPoct&quct1: Glued Composite Edge Fiberglass Single Door 12131 Q04 yet Yes Yes WA 8 h. Tbonma-Tru Fibw-Classic and Smouth-45ior (lnsWng1Outswi11%1x,x Nominal 603a.8 2u-1-11t&1o1;uot; Glued Composite Edge Fiberglass Single Door wit1h 121312022 Yes Yes Yes WA 9 i. Themns-Tru Fiber-Cfosdo and Smottli-Sbar a clefitte(s) (InswinglOutavmnii; XO, OX or OXO confi urations) Nam, Pal 04#39:8 i1quotimpact&quat; Glued Carnpos"ardge Fiberglass Doubts Doorwith or Similes XX 1=1f2022 Yes Yes Yes WA 10 7hemna-7ru Fiber-Clossio and Smooth -Star Wthout (InswingiChitavtIng; or OXXQ configurations) Nominal 8&#39;0 84utJmpact&q.ot; Gland Compo" Edge Fiberglass Single Door imi= Yes Yes Yes NIA 11 k. 7horma-Tru Fiber-Cimle and Smooth -Star (I n-Ang/OutwAng; X canfigunrtion) Nominal S&'939,0 iliquotimpact&quot; Glazed ,omptialls Edge Fiberglass Single DooroAth C 1213112022 Yes Yes Yes NfA 12 1, 71heemno-Tru Fiber-ClasaiQ and Smooth-crar SdolWs), lnswinglOut5wing: XO. OX or OXO configurations) Nominal UOQ;O %qwo4Impact&quet Glued CompaerleEdge Fiberglass Double Doorwth or 12sl=22 Yes Yes Yes WA 13 m Therma.Tru Flber.Clasac and Snecloth-Star vothaut Sicielites QnswingADutawmg* XX or 0)0(0 configurations) Nominal 68#3" itiquot;Impactl1quot, Opaque Co=�e.'E Single Door with &' 'Id.IIt( IV31f= Yes Yes Yee, NIA 14 m. Therma�Tru and Smooflh-$tar ';� '. (a) inwhing/OwtovAng; X10, OY QrCXO configurations) N-imal 68939:8 9quatImp.ot"quot, Opaque 12J31 rA22 Yes Yes Yes NIA Cambodia Edge I'llbegloss Double Door with &quot-,NorI_Irnpa&&quot; Sidelibas (I nswun�I/Oudewi ng; OMO configuration) 15 o, Therma-Tw Fiber-Classio and Smouth-Star Nominal 8&#WD ilquodrroac%quot; Opaque 1MI= Yes Yes Yes NIA Composite Edge Filbefglass Single Door With 8quot,'Non-Impact uat;Sidolite(s) t'rawingloutswilig; �0, X., OXO amli,urdr.) 18 p� Therma-Tru F1 thar-Clossle and Smooth -Star Nominal 134#39;0 &quWnpvct&cIucd; Opaque 12131/2022 Yes Yes Yes NfA Composite Edge Fiberglass Double Door with &q.ot;Non.Impact&quot; SIdelltes; (Inswing/OutaWng; =0 Configuration) 17 q. Th-T. Fiber-Cl .. i. and SmoothZtr Nominal 6&*3eS &qucl:;Non-ImpacMquck. Opaque 12J31t2= Yes Yes No NIA Composite Edge Fiberglass single Door OnsWingfOurtswing; X configuration) 18 r. The"a-Tru Fiber -Classic and Snnooth-Star Nominal 8&#3" isquot;Non-Impact&quc(., Opaque IMIJ2022 Yes Yes No NIA Composite Edge Filberglays Single Door with Sidelibe(s) (InavAneOutsWrig: XO, OX or QXQ confi -1 19 a. Therma-Tru Fiber -Classic and Smooth -Star N.m=1)9;8 &quo1rNon-Impaot8,quot;.Opaque 2131rM Yes Yes No WA Composite Edge Fiberglass Double Door with or Without Sidelites (IneWng/Outswing; XX or OUP configurations) 20 t. Therma-Tru Fibier-Classid and ftoath-Star Nominal 694SR.0 &qwct;Non-Imp@tA&quoL Opaque, IM112022 Yes Yes No WA Composite Edge Fiberglass Single Door (In-AnSfOuts,vingi X configurarlion) 21 u. Therma-Tru Fiber-Classio and Srhooth-Star Nominal 8&M.0 i1quotNon-Impactl4uo� Opaque 1=112022 Yes Yes No NIA Composite Edge Fiberglass Single Door voth Sidelite(s) OnswineOutswing; XO, OX or OXO conflo uration.) 22 Th.­J� Fib-a-ai. and Smooth-Slar Nominal 8&439;0 &quotNm. lrrpact&quot Opaque IM1=2 Yene Yes No NLA Composite Edge R berplass Double Door Win or Wit,out Sidalittas finswingfOutswing; )C(or OXXQ configurations) 23 w, Tharma-'rN I'llbor-Clossiv end 6mooth-Star Nominal OUSS15 &quQtNQn-lmpacAquqf, Glazed 121`3112022 Yes Yes No N/A Composite Edge, Fiberglass Single Door Onswir&'Outswing: Xconfliguratiort) 24 Therrina-Tru Fiber -Classic and Smooth -Star Nominal OM39:8 licquatNon-ImpatcAquot; Glazed 121211= Yes Yes No WA Composite Edge Fiberglass Single Door with sidelWo) 0nu;Wn9/OutaWns; XO, OX or OKO configurations) 25 y-Therms-7ru Fiber,Clasalcand Smooth-,St2r Nominal 6&939 8&quotNon.I pact&quaIJ;GInad 12t31112022 Yes Yes No NA Composite Edg6 Fiberglass Double Door Win or Without Sidelftes (InswIngfOutswing; XX or OXXO config urations) 26 Thernrilt -TrU Flear-Claame and smoodr-ster Nominal 88#39,0 &quotN�Impect&cluol; Glazed IV311= Yes Yes No WA Composite Edge Fiberglass Single Door finswing/Out5wing; X configuration) 27 n. Therma-Tru Flow -Classic end $mooth-Star Nominal 8&#39:0 8quottlon-Impitat8quol; Glazed 12?3112022 Yes Yes No NIA Composite Edge Fibeiglass Shots Door with Sidelke(s) 0nsWnqAOuisWng; XO, OX or OXO configurations) 28 zb. Therma-Tru Fiber-Clas�r and Smth-Str Nominal 88439:0 8quathion-Impactiliqual: Glazed 12131= Yes Yes No NIA Florida Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Patial d2 ian[121 .99ft Entity or Ewe Date Date Pendin DW* version Cnt�ot Submitted FSCAtioravai Anmvad Status R.,Asl- 2020 Ml Wndws and Doors B'" Sft11 Luis Roberto Lomas Seven M. Urich. Pr 1WW2020 1010612020 Id/1912020 IV1&2020 Approved Categann. Exterior Doors 4 T'l 7� FE-82514 (717) 31r-8454 subCat000rr. Siding Extarlor Door Assembrms bsillinglart&mhed.com Compliance IlleditDcl: Evaluation; Report it= a Fladda Registered Architect or a Ucerlsed Flones P,.r..Io.W Engin ar GAOtty Asurelp, AnaroWlifollUss flopproyod for Use It"01101 0"101 "bor 1 Name Producir Onalollo _RM In HVHZ Outside HVHZ Resistant preasurs, UMINUM EGO SERIES 420 ALUMINUM SOD OXO 12131/2024 No Yes No NJA 145-314&quoI)E80&.quol: MON-REINFORCED 2 SERIES 420ALUMINUM &GO SERIES 420 ALUMINUM SOD OX XO.)D, 1213112024 No Yes No WA ss&q�.t ;'80&qud� NON-REINFORCE0 3 SE IES 420ALUMINUM SM RE3NFORCEO SERIES 42aALUMINUMSGD REINFORCED DXO IZ-3112024 No Yes No N/A 148,3146,quotxONAuct: 4 SERIES 420ALUMINUM 83D REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX 1 ZQAM24 No Yes No NYA xO.xxS%q0oWS&q,tot; 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM WD REINFORCED XXX 12J31/2a24 No Yes No WA 143&q-t;.N&q.a; Florida Department of Business & Professional Regulation P.S. i of 2 Building Codas and Standards ]MV2021 Product Approval Application Detail rim Doo ads Dat.1-orldin. 2dit 31121 Voletern MAntftWr. Contact ronanter & Weense Validated By Validated submitted PDC Awroval Approved ReAslon 2D20 Wayft"aRon, e division of overhead Door thayn. Kcrni.h John E� ScMs Jeftr.YP, Arno%cn. P.S, I DA212020 )9Q9)20Z0 IOM020 1211V2020 Approved comeratio (33g)763-ai2l PE-61737 (W4) 821-5200 Categm, Ed.H.r DWS dkomishillwayne-dalton.c SUbCatfig.!Y! SUIth.21 E.WW O-A-11bliss Z:-P[1-2M4M.d� Evaluation R.P11t earn a Fiords Religb-cl Architect or a Licansed Florida Pnotesslotted Engineer IL#0246-ItZo dually Assurance 'Amr-sol for U., A,,rowedl for Use 1,,,,t Damon At" Model, Number or II =DO/8200 Product Description gligiract Evineflon Ewe In HVINE outside H R.sIstal Pressure 3 #1105 M#19; Ma8 width. 14&*3S. Max height. Glazing i2i3l/2023 N. Yes Yes �31.CW35_130 &"]lab[* in top or 10 8000/81M200#1123 16aM. Max 'AM. 14WV. Max height. Glazing 1261120n No Yes Yes available In top or Iltionnedlat" section, 11 80001810 18200 01 1�4 JillI#SS; M, width. 149439, Next height. Gleaning 1 131/2023 No Yes Yes 34AW-W30 SVIL110blO In %00 or Intermediate section. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fos. 1 1 IN2021 Code analtv or bel. Del. Date pendirea Dal Z121 Version Iffilintfacture, Calraget E-inosir & uozo�a valld" a, vegetated submitted PSCAM-1 Appen."d Status Revision 2020 Comes Division etAAD3. Inc. T= Palley UL LLC Troy Behop. P-E. 12111IM20 Ivalnua 1212IM20 Approved category; Ededor Dom cS41) 424-2813 i954) 94T-08110, SubCategorr. Extertor Door Components t-rdisM....bloy.t. Compliance Ille4hod. Certificallon Mark a I-Astmi guallivAssurarice AmovelforUse Approved for Use ImDaet poster, AMA F'� Product D-fl,11- Contract Exatrall-DAP In HVHZ Outside, HVHZ R.Pstard, P.M. I T,f7N,.,n,d 847 Single and Pifl� of FW11. GI .. d..rd Louvered shlit. and pairs of 12t3mm Yes Yes VA Doors hollow metal doers. Florida Department of Business & Professional Regulation Few I o`2 Building Codes and Standards =021 Product Approval Application Detail Cod. Ea* Ewe Dd. Dot. P-dinq Dot. im V-1- Contact Licanse Validated 5g V.11dellat submitted f5c Aeonezel &�-wo Stat- R.Asion 2D20 Mi vilindows and Door$ Brent sitfinger Amorimn Architectural Seven M. Union, PE 11117aD20 1 lM7r420 1112712020 Approved category" Windows C?i 7) 365-2500 ManUfactunars Association (r17) W-5454 subcategoir. single Hung ComplIanotillothod: Cordidation Mark a using Arter".4foruse A .. ed fU- [,met D'Isidn' Model, Number or Notes Pro"I Description contract allalrylon palle in HVHZ Wslele HVHZ Resistant Pressure S2x72 FInFlange Frarre IGISO Simple Hung 10108,2023 No Yes No 41GCV-0 Laminated Glees -6-0 (D U) -00 0> a) a) 0 0 (n W -0 0 0 0 0 21 a -0 C: 0 .0 t� LL %+- 0 > An Cn -0 (D cn E w C' a e W < Z Z W mi 013 C= LLJ c- C= c: C,4 E - -5 CL CIO 0 > L_ CL 0 0 < L 0 < L_ CL ICU M =:3 0 L CC n W < Z__J _J 11L SHEET NO. PA 1,0. Florida Department of Business & Professional Regulation Pages 09 Floncla Department of Business & Professional Regulation pwi cel Building Codes and Standards 1r15R)22 Build ng Codes and Standards jrd= Product Approval Application Detail I Product Approval Application Detail coot Entity 0 PAM 2W poittopgriging Date I I - I � � - -1 I I= Version M.nvftGtLi Contact Enalrwer&Licarse yalld.t.d By Validated Submitted FBC Approval Aoicroved Statu Gaill. inefter 2--t. PAR Dab Pondra we R-Wem 2020 Ther-J. C.rpwati.n St ... J.'P.-m Lyrd;m F, Schmidt P.E. Ry.in J. King,. RE. 10107,12021 0WSQQ21 ioliarx2i 12M,!��021 Approved mm Version Manufacturer Contact engineer & License Velidatesel 11V Valkstial Submitted FSOAoluroTal Approwd Blame Category', EKbirior Dpora, (800) 643-70A Pr=-434CQ (813) 767,6655 Affernatim ZD20 PGT Industries Jan. Reso.eld Worel-Dade MOCO - CER Mlarni-Oad. SCCO - VAL 11M12D20 il/05120M 1IM112020 Approved SubCatellory'.swriging adfareor Dour Assamwies sjaspersonothermatru.co Gotagewir. Wind- (94i) 486-01 90 (786).315-25M compliance Method: E,soluation Repoafrom a in ButiCallegarli Single Hung jr.nN,,IdQpgUnduWea. Florida RegisteradArchilect or a Licensed Florida Cbrelpliarneg Method: C.0111-flon Mark or Listing , Professiobal Engineer liui�proirhuas � 1, I I I I 1 " I , I I - - � I _­ 1, � I I I I -1 - I � I 1, " �' �_ - ", 111 I I I , I ,� I I , I I I . �_ I � I I � I ,I I . I 1, Ukwi,m - ' I Pinoduiciae, � I I I I I I I I I I 11 � I I I I I . I � - . � I -_ - I I - , __ -, - - CitiAlty Assignee, � - I I ­ I - Ancrovitil forthis I Awmarwitforifte I - , Wood I __ Dieskin Aportavadforthee AODM�Adjfitirt,150 Impact Design sle" Product model, Number or NUMB Product Description Contract expirallon 29k In HVHZ , outside MV Resistant Proicaurs, sag # Pr.dljct Model, Mum bar or Name Pend net Description Cagfti��te in KVHZ Outside HVHZ Resistant Pressure 2 GH5500 (L.,ge Misisil. *npact) Vinyl Sing[. Hung Wn4­ 07)30)2025 Yes Yes Yes WA I a Thermat-Tru Fiber-C[assic and Smooth -Star NominsIS&AISSS &qootNwi-IrtVavt&quot Opaque I 213112= Composite Edge Fiberglass, Single Dow No yes No MIA 2 b. Therma-Tru Rber-Classlo and Smooth -Star (Inswng/Outswing�X configuration) Nominal S&M,8 SiquotNon-Impactilquot, Opaque 12/3i/2622 Composite Edge Fiberglass Single Dow with No Yes No MIA 3 a Therma-Tru Plber-Chissle And Sm6oth-Star Sdeltee(6) Onswing,foubsWrig; XO, OX or,OX0 ... figuration.) NOMIMI 6&03s;8 8AuotNon.ImpaoKquot Opaque 1213112022 FibarglassComposite Edge Doultile, Door with o, No Yes No NJA 4 d. Themna,Tru Fiber -Classic and Smooth -Star vothout Sideites (Iromnegioutsmeing: XXor O)C(O configurations) � Nominal 7&09,,0 8,quo(Nort-ImpaGAquat Opaque I V3112022 C,wripasebe Edge Fiberglass Single Dow No Yes NO WA 5 e. Therma-Tru Fiber -Classic And Smooth -Star (InswingfOutsvving; X configuration) Nominal 7USel) &,uc4:�NOn4mpacd&qLmt: Opaque l2t3lM22 Composith, Edge FibergIam Single Door with No Yes No NIA, 6 I. Thomerna-Tru Fiber-Classt and Smooth -Star Sidelftei(is) On.winiglOutsvoing, Xo, OX or QXO configurations) Nominal 6&#3S;0AquotNpn-mpadS,quo,; Opaque 12i3112022 No Yes No MIA Florida Department of Business & Professional Regulation "I al Compoeills? �dgeFfbarglaagSlmglbbaor kocniguration) Building Codes and standards IM=l 7 g, Thernai-T. Fiber -Classic, and Sirrikeoth-Star (InsWrig/Ourtswing; Nwrinal U#39;0 8,fuot;N.n-lmpevb&quo� Opaque 124311= NIO Yes No MIA CompoartisEdsel'itionglass5ingle Doxy-vith Sidplite(s) (Inainioq�OubaMhg; XO� OX or OX0 Product Approval Applicallion Detail - I .. .. � configurations) 8 h. Therma-Tru Fiber -Classic and Smocith-Star Nornhad 69#U;O &quothlon-laripactilquot Opaque 12/31= No yas No MIA Composite Edge Fiberglass Double Dow with or Without Sklmlite$ xx OXXO code Entletv 4 2" 20 out, P.mdIw 242 (I nawing/Outswing; or configurations) 1,91: V,rb;l- Namsfis1tuor . Contact Erealbibir 8 upenso validated is' Valljoilhad Submitted F13c,lumproval Atwoved statue g, I. Therma-Tru Fiber -Classic and Smouth-Star NornI 6900 aq,JotNon­lmpad9quot Glazed 126112M No Yes No MIA Aflemation 2020 PGT Industries Jans Rosowski 69ann-leame BCCO- CrR Miam,09,15 SOCO . VAL I 1M)2020 IiADSM20 11ML/2020 APP"Ned Composite Edge Fiberglass Single Door Calego,r. Aird.,vs (94i)488-0100 (74s) 315-2590, onswnglOutuvvini Xconituratiofl) S.bC.t.g.,y! Find Irmwakl(InIgindustries.c 10 � Tharma-Tru riber�"sslcand Smooth -Star Nominal sfi.ii3g;g iquOtNom­ImpAota,quct;.GIa..dI 12131=22 Composite Edge FilberglassSingle Door 4tin No Yes No NfA e6mirillaincenothod: C&INIcation Mark or Listing - 11 I -1 I � on I I ­1 I I I I I - I I I I - I I . I - �-1, I I " - - I I I _ , , -11 I � I 11 ' 11 k Thermi Fiber-Olassno and $rrsoeth-Star Sid.lfta(a) (InsWrig/Outsiolng; XO, OX a OX0 ocinfigurattions) Nominal 6W9;8&quot:Nom-Impact&quot; Glazed 121$112022 No Yes No NA P*'Rziegiia , j � , I 1, I I � - I I I I , - '�- , , - 1� , , � '�� � ,/ � � � " � I I I � V' aivalltv Assum­ - ,� " , '' � - � - '' Ancreved1crUsis - I I I � " I : ,,, � ftwoved f­Usa i�' � � , ­ I I � firmact � , I ossion Composite Edge Filbeirglass Double Dow Wilt or $-A Pr,dvet Mod,L Numb, or Namas Product D-ri,tion contract Exalrotlen Data I"IAVHZ Queboid, HVHZ Resistant Isinsispurs Without Sidelftes, tInswrig[Outsojing; XX or OXXO 5 PW-SM tLeig. Missile IrFp.d) " Pieed VW,d- 0413U2025 Yes Y_ Y_ MIA 12 1. Therme-Tru riber-Clasisc And Smouth-Star corifiguratipris) Nominal 7&#U;D &quoP,Non�Jmpac18Auw: Glazed 1213112&22 Compoetz, Edge Fiberglass Single Door No yes No NIA 13 ri Themisi-Tru Filber-Classicand Smacith-ehir anavvingioutswinhi X configuration) Nominal 71139;0 &qu.t;N.n-mpact8q..t Gleasscl 12131=2 Composite Edge FibergeasSing [a Door vwith No Yes No MIA 14 n. Thernsm."fru Fiber.Classic And Smotith-Ster Sidelfte(s) Onssvirii;VCutawing; XO, OX or 0X0 configurations) NOMIrial 9&Al &quothlor-Impacl Glazed 1213112022 Composite Edge FIbergiasa Single Door No Yes No MIA 15 o. Thererra-Tru Fiber-ClassiD and Smooth -Star onsvong"Outswing; X confIgumilon) Nominal a&M:C&quOtNon­,1mPacAquolL Glazed 1MI12022 Composite Edge Fiberglass Single Dow"th No Y_ No MIA Florida Dope rtment of Business & Professional Regulation Building Codes and Standards ProductApptovai Application Detail pissea� Of I 1 rro2i Cc& Intatir or PAII, Date Date, poliang an TV- Version ithinuflacetirser caniant Ermirsw & U.,as, V,Iidg,d By Validated submitted FaC A -,,I A,,m,d a" ft'islon 2020 MI Windom and ones BrentSithreger American Architecture] Steven M. Llrci,� PE 'WaM20 4WW020 IO0912020 Approved categarr. IAIndows (T17) 365-33041i Manufactimaniftsociallon I717) 31r-mii,l I StAnCadegory'. HarizontalSfider bstlirigarammvd- compliance Whod: Cortincallon Mark or Listing I iurisaifil;al p,w -� , - � ,� - I - I - I I , " , , ,' I I '21 I I I I � "I � - 11 - _�_� " I- I - - I �' I'� I I I I I I 1, - I- I �� 11 � - I I -1 I I - - - I __ Quality Assurance Arenroved for Use Approved for Use - Isma4l 0"011 ma PraduGtOodul Nuratinr or ficimit Product Onarbeff,ri Contract E,mlwim R& In HVHZ Outside HVFIZ Rissi.berit FkQmm I HIS IN Fln And Flange Frame 7342 I-lated St.. 02MU2024 No Yes No .55/46 Florida Department of Business & Professional Regulation Building Codes and Sta � ndards Product Approval Application Detail P.V I of 1 1&2021 Cod. limitil, " 2911. =1 cons pindir. 2111111 10-M. vension, Manuffmcturver contact Ernfine.V416 License Vegetated as velkided submitted Fsc Asew.nl Ap- &do. Rev.- 2= MI WFd-.ed Dour, Arent SRR,Ajw Luis A Leemes, PE Stisven U. Linen, PE 1�010812020 I ofa&20213 10/19RD20 12M=020 Approved C.tisgsey: Whd­. �,717)3135-33010 PE-62514 (717)317-8464 S.I,r.t.g.T_ M.111- osiflolooramim-06m 1 Compliance Ifieffiod: erae.ndlon Report tons a Ficeeklis RagliA.red Archillect OF as U-sed Florida "itit.liews" iserad Prafe3sionad Ergii 2 _" , � �� � , , � 1, 11, � �' I � �� I I 1- I '� I I I I I - I— 1, I I - '' ' I I - I ,� j I I ��. - I I I I I I : �' I I I �' I Z I ''I �:� I 11 ez '�' §&%& I Mduct Model. Mwbsr .' lesmis "I ''I product Doscrei I , I - I I Quarles Assurance ArmentnedineU,ii, Acenovad far Um ]Mow nulm I carries ' .ai& in KVHZ ciJbild, .... r Rstekstant P11.9rume 'D 2 504 Vertical Ajurnh.. mullitin ��024 No Yes Yes WA . III 17 sidelfte(s) onswrig/Outs'aing: configurations) p. Therma-Tnu Foer-Classic and Smooth -Star NOmhats&#3S;o &qUaNONImpacts,quot Composite Edge Fiberglass Without SideRes (InWeing/Outsvving; coniiguiekdoms) q. Thermis-Tru Filber-Classic and Smouth-Star Nominal DS#39:"quotNon­Impad&quu( Composlaa Edge Fiberglass XO, OX a OX0 Glazed 1213112022 Double Door wetli or M ovCXX0 Opaque 1213112022 Single Door Wth NO No Yes Y� NO No WA MIA Florida Department of Business & Professlonal Regulation Building Codes and Standards Product Approval Application Detail Pagel off Hami Florida Department of Bushl & Professional Regulation Building Codes and Standards Product Approval Application Detail P.SeZ02 im"021 I'. nvlwxuxxjnffvz���� ' is Transom (rsWng1OutavAng; I. Tiherma-Tru Fiber-Plassla and $nnuoth-swe Nominal 8&#30;8 &qu4N6n4mpaot&qu6t OIX configuration) Opaque 12/3112022 No yet No MIA Coco Eirmy Or Da" Data cars, pending PM � a2ft Enwor 2a Date Date F�brvflno 2& C-po.H. Edge Fib -glass Sidelita(s)� Transom Single Doorvvith OfXO. rvae version Manufacturer conAss, Entifinager & Licesits. Validated a, � validated Submitted FBC Arionsgal Aparavaid status Ivee version moviftictursee Contact Enomiser & Lj_ ValkhtM 91 Validated submitted FIRC, Aconsvel A,-,d 11141. and O/OX or O/QXO configurations) (IrisviringlOuiiss4nil- I Reviskirt 2020 James Hardie Building Products, In., Chad Uleras V. Andrve Ton Job n 6civieurd, P, E. 6110wo2i 12ftfle2020 01012021 ding F8C Appn RWV.n 2020 Afgld. Nick Thompson LyniloaF. Schrnkft,P.E. RAR J Klrgi� P.E. 02fl�12021 112,150121 =2212W1 O4n_v2a2i Appriend 19 a. Therma-7m Filoor-Classio and Smobtle-Star Nominal 6U$9;8 4quot;Non-lininactilquort; Opaque 1213112022 NO You NO NJA category: Panel Walls (909i 545-63U PE-81862 (3SI)%7�252e Category! Panel W.P. (330) 922-2368 P&42409 013) 7E?.8555 Composite Edge Fiberglass Single Dow with Subcategory: Siding , ch.d.di.reksOjeare.hard suibcal.g.'r. Sullins ritherierpswililef,id,corn Sid.lite(s) 0-uinglOutsviing; XO, OX Or OX0 Compliance firathook Eveluallon Report from a is- compliance Method: E-4.4fien Report boan . Coati u.us Head and Sill canfiguratlara) Florida Registered Aranit.0 we Ll.arsed I'l.tildis licside Registered Architect or a Licensed Fords, 21) t. Than- -Tru R bee -Classic and Smdath­1aer Nwrelruil U939,0 aiquc,t;Nom-Imp.atKq.bt Composite Edge Fiberglass Opaque IZ3112022 Single Door with No Yes No NJA Pnorestlonal Engine., � " I 1, I I I'll __1 I I � " 1-1 I - - �, I I - I I , ' Praftsel.a.1 Engineer - - - � " - 11 I I'll, ' - '�. � -1 I . I ­ I I 11­ :_ ­ - I -� I .-, I , - I I I - - . �, I Sclehke(s� OnsvoinglOunsviing; Continuous Head and Sill )QD, OX or OX0 Qwrifigurationsj Utsfoi ej?4u.t. I I � � - � -, , - I I - , gonillbrAss4rance I 11-1 I I AtUero"dfortist, 11 11 I � I Approved for Us* � � � � lism r Design '-IFU0184,1111 �� 41.6,141 I 11 � I I - � I-- , r � ,� ... I I 1, � ­ 11 �_' '; , ,,, I I �'. � -, , ,� � , ­ I , � �, " "I I 11 I � � _" '"_' , "" , 11 akiallivAlissamos I ­ Ir , '1� � � � '� ­11 I " �" Aa-vedforkliss 111�� 11 i' - 11 1, , '' ll,oprondforilso, I I I I , moset I I 11 I I _ ''�X'11 I � 11 Deal.- 21 u. Therme-Tru Foer-CIgssic and Smooth -Star Nominal 0&#35,8 &qUckNOn-ImpAa1&quOt, Composite Edge Fliberglass Glazed 12f3112022 Single Door with No Yes NO TA sea f Product Model, Number or Name Predgki oesecriptio Conlratt Expiration Data In HVHZ outside MVHZ assistant Pressure aing A Preduct Model, Numb. . mass product Descriptlian C.rdnad Esphallon Dist. In HWZ "old. HVKZ Fus.l.t.'a P—m Sidelite(s) onswingleautawnegi, XO' OX or OX0 1 C,,rnplank LAP Siding Uvr-cernont lap.kfiriq IM112M you, Y. NA WA 1 A� 8cFJd2T&quoj, SoM Vent or Sold VnA Sofilf 12J31QO23 No Yes No MIA Continuous Head and Sill configurations) 2 Hasell.lelank Lpip Shileg fb�mart lap.IdnU i2p3it2on Yes Yes MIA WA 2 b. &quoOsIllince, T4&qum1;Soflftt Vent ce, sold Vinyl Being 12J31=23 No Yes No R/A 22 v, Thermai-Tru Fluer-ClaseicandSmooth-8tRr Nominal %09:0 34w, Nond rrpact8quot. Glazed 1 V31120,-2 No yp5 No NJA 3 c. &qua1;Gniemw1erVInI1Ace se.dleda.tX Sofftt Vent Or said VInv[ goilit 12J31r202$ No Yes We MIA Composite Edge Fiberglass Single Door with 4 d &qiict:Os&Q.bf audit Vent c,r Sold Vkryl Scroll I M112023 N. Yes No WA SdelWs) OnstulngtOutsving; XO, OX a QX0 5 P. Lquot.,Chartw Oak&quct, SO" Vent ei,, Sdld Vinyl I9befift 12131=23 NO Yes No N)A Continuous Head and SII configurations) (i C 99..,�Supar Spen&quct; Scriffit Vent OF solid Veryl Suffit imir"3 No Yes No N)A 23 w, Therma-Tru FlIcer-Clasei-, and Smooth -Star Nominal SUsla;8 8quot;Non4mpac1&quod; Composta Edge Fiberglass Sdvflasis�) an.vAngfOutswinil configurations) 24 x Therma-Tru Fiber-Classio,and Smaicith-Star Nominal 8909;0 9quor,Non-ImpW&quot;,Opaque Composite Edge Fiberglass Sidelibe(s) QnswingtOutweing; configuratens) 25 y. Therna-7n: Flow-Cfasiele-and Smooth -Star Nominal 6&*M:S &quot;NomAmpact&quot; Composite Edge Fiberglass Opaque 12131=22 Door Pawls with Ventad XX XKX or XY= 121S112022 Dow Panels with Vented )W, XXXQr)O= Glazed 12J3112M Door Panels With Vented No No No Yes Yes Yes No No No N)A N/A MIA S Sidefile(s) 0nsvvnWOut9vvngj; XX XXXor)OQCK Florida Departnient of Business & Professional Regulation pv.l Off Florida Dope itmaint of Business & Professional Regulation Pori al configurations) Building Codes a rid Standards 1WID21 Building Codes and Standards i022021 26 x Thermia-T. Fber-Cl.ssioand smotith-Star Nominal SW39:0&quMNwi-hrP@*t9qu"t Glazed 12rJ112022 No Yes No NJA, Composite Edge Fiberglass Sidefillie(s) (I nsWngfQutawIngl; confligurationts) Door Pawlsivesh Vented XK XXX or XXXX Product Approval Application Detail Product Approval Application Detail 27 za. Tharma-Tw Fiber-ClaissiGand Smooth -Star Nominal 6039:8 &quot;Non-Impact8quot, Composite Edge Fibeiglass, Glazed IMI/2022 single Dow withMol No Yes No MIA � ". . . adalWs) (InzwinglOutswrej; configunifions) XO. OX a GX0 Code EFLUT or Dole Dole Did, Pending 2113. I I . code lintintor M 2" Ewe Pagano .121-4 .. - 2B z1o. Thermal-Tru Fiber -Classic, and smtsotlh�Statr Nominal 6&#30;0 liquotNori-ImpaoMquot, Glazed 12f3112M No Yes No MIA ITY911 Vershm Manufacturer candied crigilrener A License Validated sm voll".11 Submitted FIC: A,m,J Approw Bidn", -No- Vast— Masistheatursir Contact Et,lm,r& U,,,o Validated By Validated subladjoid FKC Avbwsl Aparavo a" Composite Edge Fiberglass Double Door Wth R.vi.1cm 2020 TMKO guilding,Products LLC Kerri Edo Robert I'llerelftl0l John W. M02,14.1h. PE IWQ2020 OS?9/2020 IGAZ2020 1211,5=20 Approved Revision 211120 L.V. Thompaw Inc. doe Thompson Aroritoctural Tony Christman z3o" R. Priest Steven M. Urid. PE M71202111 0911WO20 09J22/2920 12M5M20 Approved U9309 Sidelites (Inswinj#Outsvimg� O)M Catellexy; Rading (417) 624-6644 PE-59166 (954)772,6224 Metals Company cTAUCC) J813) 248-3456 PF,74021 (7M 317-M4 20 configuration) ze. Therme-Tru Fibier-Classic And Stivoth-6tar Nominal U&MO Aquot;Non-Impact&quot; Glazed I MUN22 No Yes No MIA SubCotagpry, Underayments I korrLed-Clannii,own Caregoni: Rooling Subcategory. RoollngAccessorlissilhat areaft 1-yagore.t.k.oling- Composte Edge Fiberglass Single Doorwith $&,MO comptlarce,"olhod: Evalustion'Report IF= a Integral PAM ofthe Roefrg System Siideliba(a) 0 nawingtOlutowngi; XO. OX or Oko Florida Registered Architect ors Licarind Florida Compil ce bledhod: Evaludw Report from a so configiurati zd. Therme-Tru Fiber-Clas.k; and Sm.oth-Star Nominal 88#39:0 9quotNor-Impact&clum Glazed 1203112= NO Yes No NIA P,oF-i.FW Engen- � I I � - I I I'll I , I 1, I J I plorida RegistersdArchetect wa Licensed Florli C,omposeta Edge Fiberglass Double Dow with , � ", 11 1w, lwllt" ". "", � � ,� , " � �'�;�:', , , � ,; �' " '' I I I ��- �' ,� ,,, _' " : , '��'� �' ,f I �' , , � I" .7 � I , , ' " I �" �"­ 11 �, -,-�,�'�� , _�­' -"�'� ,"'-"'',� I :1 ­_ I �' - �' - ­ , � ��,r� C I ­� , , , '�" "", 2�1 :: , " � �"" , , , " - ­ , , �' , , , , - , , ,,,, " " ,�'L �'e � � , - I - , I 0�� , - ,� ,� 111�1 " 11 , , , .� ��'�:' ��"_"­' '' � - -, �' , '' Professional Engineer ,- 1- � 11 , - 11 I I I I I I � I ,- I I I 11 . L I I 1, 11 I I � I 38#39;0 Sidelftes (IrevAnglO.UwAng; OXXO Qualib, Assairan.. I Amorovedf,sirlbus Autioxy,sil fis, Use firso,cl 04.1an E�kiiil"iEragibahi- I - , , � '_ I � I-- I , I , I I I I-, e I I I r � : 11 I ­_1 I I I I � . . I I _� I . - I I I � Zi configuration) ze. Themna-Tru Flber�aosafc,and Smmath-Star Nominal 7W9;O &quotNon_Imp*ct&quot;. Shaker 12/3112022 NO Yas No NtA flima product Mp,elal, N-4% or Nam Prodam Desc,loft caufteut Date . In HWZ Guidde H"Z Resisted pronioura 11 - � I Qvialpt Assurance, Anmyed for Use A�CL,#d for use xMW 910011 Series Composite Pop Glazed Rberglae� Single 1 TAMKO Roof Underlayments(HVI-12) Roof un deilaymentit for usm In F 13C HVHZ 0612M(123 Yes No NIA WA I" Product nodal, 8mbor or Nam Product Dascril,ti, Ceinbrurit Excitation Otto w.t= Out -We HVHZ !gg Resistant pronname Door with .r,Mth.Qt,j A#30:2 Sdeleta(4) junsdutlers. I TAMC0 Flat Top Off-Ridg. Vent with Baffle lor no 20 go. state roofventilator with baffle 0042M Yes Y49 MIA NIA (In"ing[Outswing; X, 0)( XO or OXO configurations) 2 TAMKO Rod Undartarsents, tNON44VW) Rodondodaymovits fee use In FAC non-1-ndta MR/2023 Me Yes MIA NIA 2 TAMCOC�vanok`nrd 26 g. OM12M No Yes MIA .01-5215 jurlsdictions. 2� TAMCO Off -Ridge Roof Vent with B�ffle 26 os. static ronfwattottor when integrated bafft 0910MM6 Yes Yes MIA WA 4 TAMCO Round Top Off-fildg. Vent vAth Baffle for Tit. 20 g& stdo roofnablador Tilth baffle 091MIJ26 Yes Yes NiA NtA Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL#6259-R31 code 9"-qr 211k Date = Date status Mrpe Version Manufacturer Contact EnginserA ._ Validated Validated Submitted Pending, Approved Approved Revision 2020 T�;L—YGLASS USA livlaur)�Alpert, License John W 1012012020 lQf2212= FBC 12115=20 Category: Roofing $9542331330$malpert@polyglass.com Robart,lNiarrfinen Krezevic,h, Pr= Aiignay.k Subcategory: PE-591 as (954) 772-6224 11/01/2020 Underlayments Compliance Misthod: Evaluation Repartfforn a Ficirlda Registered Architector a Licensed Florida Professional Engineer FL#6259-R31 Products 2LLaIk_KA=LrWCA &WA"AfQ_r_U- Apig2AO—or Um Lravalot 211i a-Lo Product Monfial. Number or IN Product Degorictfican Contract Elp_'radon In HVHZ Outsidy HV Resistant Pressure Data I Pedyglass Roof Underlayments Roofing underlayments, �QV214022 No Yes NJA 4NIAI-622.5 1 Polyglass Roof Underlaynnents, (HvHZ) Polyglass roof underlayments for use in 1`1301 212Y2= Yes No NIA WA HVHZ jurlsdictilignes. 1 2 Polyglass Roof Undlerlaymerets (mor-HVHZ) Pollyglitsi roof unkferlayments, for use In 1M312023 No Yes NIA -N1A1­=,6 FaC non-HVHZ j.d.deflons. I Polygrass Roof undeftyments (HVHZ) Pollygess roct' underl ents for use In FBC: 1212a2= Yes No NIA NIA IHVHZ juriscliallons. 2 Polyglass Roof Undodayments, (non-HVHZ) Poll roof underlaym inits, for use in 121230323 No Yes NIA -NIAI-M,5 FBC non-HVHZ jurisdidwea. I Polyglass Roof Underlayments (HVHZ) Polyaless rcorunderayrnent5 for use In FBOIXIM2023 Yes NO NIA N/A HVHZ jurisdictions. 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof underlaym at", for use In IX23= No Yes NIA -NIAI-622.6 FBC nOn­HVHIZ jurisdictions. I PoWass Roof Underlayments (HVHZ) Polygass roof underlaymeats for use in FSOUJ23=23 Yes No WA N/A HVI'lZiurieffi.fiDnes. 2 Polyglass Roof Undertayment% (non-HVHZ) Polyglass roof underl;ryin erits, for use In `1212WOZ No Yes N/A -NIAI-622.6 FRO rrart-HVHZjurJstficbDns. r1orlda Department of Business & Frol'ossional Regulation page I a I Bulicling Codes and Standards 19M321 Product Approval Application Detail — - � Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval App! i1cafflon Detail Page I 01 I 11251'42� 92ft Entity Data 2d2 Date Pandino z1ft I type version Mantriactut Cents Engineer & License Valitlated Validated Submitted IsMCAPPraval APproved status R�isko 2020 All Amerioan Shutters and Glass Mks Barbieri Frank L. Bonnardo, RE Troy Sheliop, RE 10128(2020 11311512020 11.105/21= 121115M20 Appriwad Catogkxry� Shutters (561) 712-98152 PE,0046549 (954) 947-0880 Subcategory: Ste" Panels mIkeleQallarrearricanishutte, Compliance Method: EvalvationReport from a reopen Florida Registered Architect Ora Licensed Florida PrdessloniJ Engineer , , � I - I � - ' I 11 :1 �� 1, -;, � � I I �; r, , _�", " -, gIW2�4m'prwu ';", ,� : ;�­ I I I 11 I � � . 11 _ , '' _ I I - I � I � � , � �' t , �k' _", : ''I I I I � I I , _1", , , " - . . I ," , , , , I , I'll 111'1"'�"��"�" , - " �' " - �.' I � I � - " � , � � , ;-, 1, ­ . ... � �; � � �, � " "I � _�_� � � . . , ,� - I '��_� - I � ' 1­_ �', .... �" : � , r , � I I I � I �11' I , "' , , �'� , � I , 11 I- ; - , ­ e ' �� I - I 11 1­ I I � I I clustiletvAssurance AnprovadforUse, AreprovedforU I I Imonict Design Sao # Product Model, Number �Nemv Product Description contract Expiration Data in HVHZ Outakfa HVHZ Resistan Pressure I 19a Galvanized SteelStorm Panels 249a Galvarelzed Steel Storm Panels 1�jm=22 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 or 2 I rJ2021 � I "a anifty Or owe Date Date pendinal we . - mm vismsion Manulnuturs, C.riflnt - - _ validated Valkialed subridisio FRC App­1 ftarnivisd Status Revision 2020 Mi Windom end Doors Brant string. Annorican ArVinged.ral Steven Ift. Urich. Pr 1 V22r= 1 1f22t202O IU280120 Apprond calogneir. Windom 4T`17130-3300 Manufacturers Assanistion (717)317-8454 Subc."iefroly: Fixed ositfirgencrinkscix- Cerropliares, Method, Codification Mark �I_Wirg I � I fLJ.*I6SM-RIA1ar*d,d, I 1 I . . I'll- I I - I - ­ �" I I I I - I I I I I I I I . I I - . . Chualln, A.Sularead AuggaisidjoLlual, Amyrov,id to, Us, kallaillal D.4or, 8-0 # Product Model. Number or Name Product Dellifill cgrefirKI EXporation gate In MVKZ Outside elytil Roshms"It Py"Issum 1 is$ PW 73 s 72 lned.t.d GI.e 04/03nO23 No Yes No .6wo Florida Dopartinent of Business& Professional Regulation Building Godes and Standards Product Approval Applicatidn Detail P.gi VI 115=1 - I Code Ent[W Z� Data Data Cata ftndina a*- 1V_ verst Allier"'filueturor c'er"ItAcil Engineer 9 License Validated By valftatedl Submitted M Awrovall Aparoved om Afforn4don 2020 PGTIrd.sM.e jens R.­"ki ed.mi-O.d. ECCO - CER Mlarri-DodeSCCO-VAL i'L108FD20 11,105IM20 1111V2020 Approved Clitcigi merdolv�, (94i) 463-01 00 (786) 315-25K stibecal Il'brans jrosomidepoinckusides,c Cernpliari.. claimed: Ceffill-U. Mark ar Listing wit I � � I 11 ; fw"Alli'l"rodu �� e _1" I : 11 11 I - 11 I ", 1, �_ '�; . , �' I , � � I "" , -, I : , I 1'­ 'r ', " I �' � � :11 ''I I", I I I � , � I 1: , L � _:� � I , 'I, I 1' , "I'll I .' I I 'L �" I , � I : I I , , ,� �' � � , �)� j �1� - "� , _� � � � �' 11 , ', �' ,� " � �' �' i I I , "I , , , " "; , I � � �' , ,� I."" �" , - '� 11 I I � Owilb A,-- Anar-diforlis, I Anarmadforlitsis owed Diii'dam sag A Prackin MOM. Number or Name Product Description contract Expiration Mt In HVHZ 010816 MVIIZ Rosta"I't pressure I Mullpru; for All Doors An III Wlmdo,n Alumnura Mullions 05120=3 Yes Yes Y68 PUA Florida Departntand of Business & Profosslonal Regulation Building Codes and Standards Product Approval Application Detail PN.1 92 IM021 9211111 E,M Or Does Data [we PeFunne sale I , I 11M version Againufateluner I cat Inaligoor A LJosink, inallifored BY Validated Submitted FOCAncroval Apar,ved 2910. Revision 2020 GAF Micheal Stnft Rebed, Nlis.n.. John W. Knezelfth, PE )9i26j2D20 092V202g 101=020 1211WO20 Appr�d Catneg.W. Reports (OD0703-3411 PE-501,16 (04) ?72-132,24 Sul,Ciitagiorr. Asph.11,81hinglas � .9tchniiigaroom Cannella- Method: Evaluation Raped ftwn . Florida Rnister6el Arehlbeat a a Licensed Florida Professional Engineer -F"Wilas � Pro, � I . I I I � - I I I 11 � �11 � ­ I I I I � I I - , I I ,,,, I I ' � � I I I I 1, I I � ''I :� , '�' I ''I I I 11 111:11 I I � � I ��' � , , I , �' , I I � � ''I I ,. , I 11 � , 1 I I 11 - 11 I -1 "I Ouadity Assitrimus Aricritivedifor Use "Onived for Use W= I poskin $.-A Product Modoil, Mhurabor cer Name Prodi Descriced- cowea'A UnIneflon 2a I. HWZ O"als Reetat.ril: P-surs, I GAF Astowit RoolF Shingles Fbwgla% reinforced 340b, laminated, n-tnb and 12)1812022 No Yes MIA MIA hipArldil, Asphalt shl.glhe� Florida Department of Business & Professional Regulation SUlding Codes and Standards Product Approval Application Data 11 Pogo 1 oil I6Z)2i code 511W 21112 21111 20-1111ligilra Date Typ"s Varelwi Miniubtetunty Contact ibighn- & tic... Validated Sir validated NUb.1ft.d PAC APP10.1 Approved status ReMiecin 2020 Florda Metal Products Ifte. ClorkJamits Join" L Bucker. P�Ea Slow M. Urkh. PE OW�J2020 09425712a IOKW2020 1211612020 Approved category: Reding (904)78U400 CRUCK Engineering I717) 317-8454 Subcategory: Rouliho Mcessedes thes are an cI.rk@fl-o­cm PS-31242 Images] Partofthei RoolngBy0tra C.Firpliancollidinwi: Enhi.flon Rolowifewn. Field, Registered Architect a a Ucamsed Flodda Prof -I -I Engineer , i , I '' , i �' I I � I I I I ' � I � I ' I I I I FlizialegAiiP'nakieri; , I I " I , I I I I I I Quality Assurance � � I I I . Approved for Use I I Approved for Use I I WA01 Deal - lag Product Kpd,L Number Or Mae,. ffalludzellagum I Connect Exchrotlars get, I,, HUUZ Outside HV Raiiishin't Pre"urk 3 3- "MCC` 1114U00V 10 RIVe VelIMCilet: Aluminum Ridge Viihts for Pitched roofs fabricated 1213112024 No Yet No WA from 0.025' Aumhum Florida Departinniant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.9. I .f 3 lflMZI Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicadon Detail P.O. I .1 1 i/25022 Code Ealith, 0 211A INA Dist, Pinadnis III& �� � I ... Code Entity cer Date Data Date Pending Data 11 11 ", I . I *N- versl_ Idam.f.t.'ar Our,leet Eadrieser & U-, validated B, Validated Sub,*,�d FSo Apeprova Apperund St." Two Version, Mamfaetu Cents= lingireater&Uconse ValidaLted Validated submitted FBC Aporoval AG�7o_ X&I Revision 2020 8-1 R.afrig Anderson Rubin APMO Unit- Eo.lu.6,n ,G.YW. W.asr I V03QUO 1IM2020 IiII)W2020 Approved ReNison 2020. Global Protacilom Producht, UL,C Thin Robinson Walter A- -1-11filt Jr., P-2. JMn W. Kwzbtich, Pr OW08M20 09108/2020 10101)2020 12,11U2920 Approved cd.g.'Y! R.cilng (801) 360-6041 SOMM LLO, (205)854-D160 Calleglatyr. Shutters (954) WO-7545 PE-44167 (954) 772�1�4 S.bCat.g..fe- Roofing TII. RobtruftelanewQbaral.co SubCategaly. Sbomn Panels fim.robinson@9ppentcam Complionas Instead: evaluation Report from, . IT, Compliance Method: Evaluation Report from a Product Enivedon Entity Florida Registered Architect or a Licensed Fiords , I � :�'_' '' �' � � , - , , " �_ % -'. I i� _'" I'll, I �� , i �� " I I Professional Engineer � iwannis: tp�etiju '_ � ��'�" , , � ­- , - , - I I �"' , �;': e " I I I ", I I I I - I "I I I I I I "I 11 - I '_ � 11 � �' I -11 I . 4wity Assurance I,- I I AwronceefforlJons .- - I I �' .1 Approved for Use -1 W= I I Rim I Floagamprod " I I 11 I I - I I 'I, I I I 11 I I "I I "I I ' 11 I I 11 I I I 1. 11 I � I i I � � 11� I ­ 11 11, I S­ P,cd.,t Model. Number w Means fesinsduat Da-firiting Cwtust Ekenjosticin Did, an HVHZ Outside HV Rosistarel Pressure .Quaffiev Assurance Aparavediewtise ApprovedforUs IM= Desian " 8 .... Y_ Bees '01 "'..' c-efty Glass, Seat Old English Flat Preifile - Donne, CO I 2�1=0 No Yes MIA NJA SAO fj PracluctMadel. Numboror Name Product Deacriptle Contract Expiration Date In HV Outside HVI­12 Resistant Pressure 17 Thatch &arei Impact Swonywo-Slale Shakot.amp:Splli Shake Fiat Profile - Stockton. CA 121312020 No Yes MIA MIA 1 20 Gage GalvanizedSteel Storm Parselsil-i" Corrugated Galvanized Steel Storm Panels retained 1MI12M Yes Yes Yes MIA is Sex,say 000 - State, ShAa &-p; Split Shake Fiat Prolll,i, - Ri. lt.t CA 1213Q2020 Me Yes N/A MIA 2 24 Gage Galvanized Steel Storm PanelsiNHVHZ OF not by tracks to provide hurricane, protection. Corrugated Galvanized Steel Snorm Panels ratairwil 1M1QO22 No Yes Yes MIA I � Is ex,ony 700 - Shake, shit"inenp; $oil Shake Flat Profit, - Stockton, CA 12131f2020 No Yes MIA WA or not by tracks to provide hurricane probection. 20 27 5­y 700 -Sh.k., Sol. &imep; Split Stoke Taj- F�pams I Sa ecelems Flat Profile, - Rhi CA 12f31=20 High Pn:AI5 - Katy, TX 12MU2020 No No Yes Yes MIA MIA MIA MIA 28 Vill. I-ev Prefle � Katy. TX 121211202D Me Yes MfA N/A Florida Department of Business & Professional Regulation Bullclirig Codes and Standards Product Approval Application Detail Page I '�" lj?i2m go& EON or Do cahe PAQ'F*nAna 2111111 I - I . - INIS Version Manufacture 0,111bot Enalraer a James, V,Iid,t,d EW V,11i submitted FfilcArion.r.1 A,-wd MAI R.VWbh 202D Alpirse Shi.rt L-s ICC Evaluation Ser,ina, ILLC wille. K Rarlerl, PE IMM020 1 012212020 11AU202D 11106nm Atipwod "onesery: Structureil Curricanarts (321) 7 104377 (071661-1917 subcategory; Trusi Pat- ausula@.1pineii Comic tarec. Method: Eved.wkn Repon I,.. is Product Evaluation Entity � - � E1,011471ppil", I ,,, I -_ � I - I I I I " - � I I 'I'll " L I I I - ­ - I -'s 11 � � '. - 1-1 I � I I I I , i I , , " , I � "-, , ­ ''� ,� � �_ � I I �� �' � I I I- , � � 1� Lk �' �­z��' I , ' , ", � � I , I , I ��'­''� : �, �� I 11 , I " I , �' 11 - __�� , ­", � , I I p , I � quall!%Assusa- 1� ,�; Apitravad f. U. , " Approved fee Use , Impact - Design, soil # product Model. hunflail r Or Name Produce owned contract EXIDIrablen Date In HvHZ at"do HvHZ R"Slarent Pressure I 17W SCGIAIpins, Higher Skentith iH liornp: 8) Wal Conrecter plate i2131=24 Yes Yes NIA MIA 2 ITW BOG/Ainme Hinge Plate 1 Meta; Connector Plate I ?J3'W024 Yes Yes MIA MIA I ITW SC"Pline 7ruox Metal Connector Plate i2(3112024 Yes Yes MIA MIA I ITW RCGIAO]m Wan metal Connector Plate 12JZV21124 Yes Yes MIA MIA Florida Department of Business & Professional Regulation Par I pf2 Florida Department of Business & Professional Regulation P.V I al Florida Department of Business & Professional Regulation Pap 1 7`2 Building Codes and Standards lammi Building Codes and Standards at'vauqI Bul 11cling Codes a hd Sta ell rds 90JM21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � ... . I 226 r.iltv A211 2219 Date Poradin, 21112. I I . QM entry Dalis Date can, Pending 292 "I Code EMN ma Date ji Pending . Date . TOM Veralm Allamufacture, contact rnalaw & License Validated W V,Iid.k,d S,bmitt,d FBC Awroval Aywowl a9ba 1voo Version Iftnulmiturer contact Isnalrosor & lucense Valdered By Validated Stiltmitted F5Q Aliproval Appro status mm Vend. mimijilook C.eseeot enclI Llcome Vitildet,d av - Veldatott! 0"Isaft'd FOC Aomeoni Ap,sund milill. R.A.I. 2020 MITok Inc. Enn Walclon IQC Evaluation 15)orvloe. ILLC UCC Evaluation Servlco, D911 1J2021 08110,W21 08112J2021 Apprond ftvalloin 2D20 Wey,ft-wr Rob BahisrIn JOC Snvetion Setr*s, LLC An Lehrer. RE I)W=21 10113/2020 021OW2021 Approved Alftninicri 202Q AlptsiAlumenure.1ne. Jose Own Luis R. Lomas eleven M. urkh. PE IiiiW2020 il/1612020 I U2012020 Approved Gategi Structural Components I (952) age-M5 LLC. Cat".sy; Structure] component- z6s) 924-6476 (Sao) 839-3288 cal.query: Pai Wall. f4O7'. Wa-20438 PE-62514 (717) 317-6454 Sultecalog.'r. lleu�' paters -Iduripmfl... (205) 599�9800 SubCol.g.iry, Engineered Lumber Rdead.%Id,,F@,­ycrh. Subcategory: geeffits, iiophnlumlrueriln�l[l compliance Method: Evoklatlon Report from Ai Ctimpli.- Method; Ellslueuton R.POrt from . .­ctin, Compliance Methed: evaluation Report from a 04= Product rvoluAllon &fly Product E�luatfqn Entity Florida rUgI.I.redlArOliftect or. Licensed Floeld. I KAZOT-RO - . I .1 I I � I , .1 , I I 11 I I - - I - � I I "I I - � I 1, I I I . I - I � I � FLARWL4111 PLO= � 11 I I � � I I � � 1, I-, I I I I I "I I .1 � I -, H I I I � I - - - - I ­ �, , - -11 � I �L , 5�� I � , I - I - �" 11 I I - � - 1 % ,_ ", - - � � , , : ­ Professional Engineer , - , I , " I � - I � I I I I I QualtV Assurance I I Approved [9 us I Approved for Use IMDabt I I laosin I ' ArOlMdRsi Aparovoll for use, lalasi G11M - , -, " 101k, '�J �� ,� �", ',�' �, e':�"�­ ,,, � :; I '� , , ft �� ,,, , '- �, �__" �' - �' 1, ' " - �_ - Z, - I_ 1� 1, � 11 � W 11 . -, � :� , " I � , , , 1­ �� ,� � V, : ", " ,�: � "'�� ""- , ­�'T ' �, ' �' �' I 11'� "� � '� ' � '/ "� - �' ,,,, , ,- : i " x � �:"'�: I ­ "I, , " , , I I , "� -11, I � �' I ' "" �"-�:: _':� "� "!� I , - �' )� _, , �: � : '�"� - � , I I 11" , , , , � ,'� I,,;, � , ; '' " �' " � , _1 ; �' " � �" �' � " ; �­ ... , , , "', e' '' : _:�:' " � � -- sea # Product MOM. Number or Name Product Detorlothon Contract Explattloo Dour In HVHZ Outside H lossistaint Pressure -Seale P�roduki Modd, Runbeiror NM Product Description C I 6 In RVHZ Outside HVHZ R4911gaint proeollum Civelithe Assurance Approved for Use Approved for Uses Impact Design 1 MIBAHS 18 go. high strength truw connector plate 12M112022 yes. Yes N(A MIA I lAcrMaren LVL L.,ninew Von- Lu.b.r 03131,7023 Na Yes N(A WA a-,# Product III Number OF Nam Product 0­1,11jurn -- Expiration Date in HVHZ Cutsica, HVH llo,fthint Fressur, 2 M18SHS 18 ga. super high strength truss connector plate I 2131 r,022 Yes Yes MIA N/A 2 Pisnift. PSIL Parallel Strand Lumber QW3102023� No Yes N(A MIA 1 Alpha Adummun Solid gamp� Vented Aluminum aping Alph a Alunilnum Solid Audi: Vented Adumnum art3or2Q3 No Yes No WA 3 hill is 16 ga. truss cormociterplart. 12111=22 Yes 1 Yes N(A WA 3 4 irmilberSersm! LSL TJ Men Busied Lb,nnoted Slarend Lumber 03MV2023 Structurs] composite Lurrecer a Oriented Strand OW3112023 No N. Yes Yes N(A NfA T41A MIA CMU Unerip; Wood Soffit! CML1 Zarrip; Wood 4 MITI 8HE 18 ge. high sti-gai I-s corn.d. plate 12/31dO22 yes Yes MIA NJA bound Mm Board 5 MT20HS 20 ga. high staurigth truss connector plate 12J31(2022 Yes, Yes MIA MIA 5 Weinsmaeaser Rm Based Oriented Strand Based Rim B­d OU3112023 N. Yes MIA N/A 6 71.18. MT18 USA, treas cormadorplat" I W31 M022 Yes Yes MIA MIA 7 71.20. VTZO 20 ga, au" ponneatarplates 1213112q22 Yes Yet MIA ,VA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.9.1 Oft 117=21 . - COK110 Entity cars 2a tiate, pendrea I I Date Zaa — Manufacturer C,rt,,t Veldietod 5� validated Submitted FOC Anamarnil A.-yed status RoMeiiii. 2020 commordai Concrete Productsirt. Roloort all[$ Samuel & Qrsambery John Hoy 12116MN i2fl6=zG 12US2020 iar;g FBC Appr, Ceram: Structural Components � (613)659*707 PF-34245 057) 5N-5311 "boategore: Products mawfuced as a Rowit of pr0ft.tge.tw@)(ah­m I.T.ch-mily Complea"a Method'. e4litus. Report from a Forld. Reghit.red Architect or a Licensed Florida, Professional Engineer � I 11 I I -1, I - I I I I" 11 __ , I I �� I I I I I I 1� � I 11: I � I - - " I I I - I I agents Assuraum Arearcivad for Us, Arspravadfar1j,js Impact Doiskin 911k Produce moded. Numb" or Nators. Product Dfserl= contract Explyallurk polo In HVHZ Oulsid.JIV Resistant Pressure I oualfty Precast or Commercial Comemel. 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RraBuer Nadal.Numhr arNrsa rP etlort,(�, CC pkErrelruldn DMa '1n outside NO Rmwat. 1 Sedge Iwo High Pe romBnwel Ie HUng 1mnOrl asgte HUmg Wender (42`%72') 0611712027 No Ye NO +501•30 2 Sarin IVA High Farfamareselrgm Hung YlnnylHgb PrlomanaaingrrlungTwln OSl2iM= No Yes NO +60,Vr0 CoasasEu(77:80-112") 3 Serms1012081rglaHurl Wryi Skim Hung THpm tbmpoeRa(iOa'x72") awl&= No Yes Ni +4W-40 4 sense ltYASkgm Hero %wahgts Hang Tnple. o (lorzaia7 06mamm No Yoe. NO +26136 6 SRdeal=Erg:.Hung " SkVW Hung Tarim ComponZe(OLF x NJn w1lamm NO Yee No -Mm 8 Sotos 1020 Well Hung Vmyl.Single Hung TN)n 0Ompoelle,(7rx 66-6') 061160202T No yea No +3gr30 7 soma too Hurd VNtyl Sigle Hung THPIO Carlos"CIW xmin will= NO Yoe No +36'se a Owleel AStmamHung VW Single Hung WMar(4r x 72`) 05171"20T No Yes No +3" a SoHNe100alrgm Hung MoABijlm Hung Wlpdow Or x 88 IM), awisam? No Yea No +aa'-86 11 8wrim102UslrgleHura vinyl Bitola Hung Wlmem law x6a 17� OW1160027 No Yes No +gMg 35 11 Srma10l2b'aingi.Hurg MW Bkgle Hung Wlndm(4r x fW) 0&1712027 No Yw: 'No +3S13S 12 8ad1NN't0R0 81rgm Hull MnlA Single Hung Maim (Or xTr) MOM No Y46 Ns +W4 m 13 Sertoa'IW20SIngla Hung Virp4 Skgle Hung Twin Compoalls, Qrx SIX) OS12ai2027 No Yee No. +Seem 14 awles I= Single Hupp MW 11"arHung14msn COmm%(06-rxSa.S) 00i=7 NO Yee No +rtm 10 Swss IWJD Bitola Hung VNrt4Sirgle Hog T9M CDN"ellie(66-VX72) 06117t2027 NO YM No +3&36 16 awl" a= almlm Hurl %w151gie Hung Twin Connpoa1lat72' k7P) 061WRIN7 NO Yee No +40F40 17 8arlea 10120.Single Hung ' Y-Vi eC:Well Single RM Flanxers(10a' x727 1006=1 No Yes Nt +3nu30 "f4RI�AF���deati"` f .. .... ... .. ... (igog L Aae ,wf nei Vfr .. 8gemw.d far Will Isegait )ie sm .Halt Prbtuot UddaL Nunbw ht Name Prvdaak11114,61W6 re Ce n54a Exghrts 4 Dar In HV142 oulawam"a Rmi ba Ivan, 1 100 Series orThermserr or EnDompess orAvanO.High W61 High Forbrffomw Singh Hung(4r c72') 135117121127 No Yee Na. +Mw Per"em me Sir& Hung 2 1110 sense orThermaWgrerEttoortpas.aAvant Mgr NrPd HW Ferlomriema allgr HurgTwln OW1M017 Np Yes orb +51).w PerlormprmSinge, Hung Coiro0ft C7Y x65.102') a ISO Soda orThRmaNsraEneenplaw orAvie"SW& %WSigle Hung T906 Corgowwfl fit727 00f1612= NO Yee No +4W40 Hug 4 150 Berta orThermmtW or EnoompaworAvand Single VkV Belk Hog TrlMe CoftV she(108'.xS&r) 0512312C27 No Ym No +wl-W Hug Florida Departinerlt of Business & Professional Regulation Awl art Building Codes and Standards SRW= Product Approval Applcation Detail EemM airgo Dab DimaNgdoo mom Tm wr.ra Raftbet" Camodt: Eodmrauerw WIMAmd sr 1111111411,0104 a eu MtNd FaCAdareral AeeMusd 6tspw ANmxtkell 2020 Pas owpoevom Joe Hw"sand) Wlydowend Door games L AUokmer, PE a =41202D C71142020 -(1=2020 Approved owma re -Windows Roblewn ManuNGWWAN0018 r CBUCKEngmeeft aabCtlpae: NahomdSllar (941) 014M jmt) ol-w27 comp0wwr NaMod: ow"Catbn Mekm Lmft "bpo vppmrai®pe Ikt.wm F1tli1A7''msud. tu_P ..- •. lilisllhtdsr Aargy+d for Wfr Am,veadrr Use IatR1(Yi ge89a 2 P dmt Nadal. Nrasher of Namr pm IWADemrrriaa Celarant F,xeSrrtien,0ses In HVH2 dull oHVH2 110191am same Soma 1=0✓Nlero MAmdow vir6l blerg Wndow COX or)OD, 7542'xOn W127=1 No Yes No +31m.30 2 Srawi=S1kmo Window Wryi Siding Wndtnr:COX or XC, 7344'. W) 0st28FRQ3 No Yes No +3aa36 a Soria ta2o keg twkagra %W 55*104Wndow aC%. VW x6P) 03127f1023 No yes No +30fag 4 Sons 10130 sift ww" vinyl Meg VMWOw(XCX. for x Sol Oar27=3 No Yee NiO +3a49s FoeirIda Deparbndlt of Business & Pr ubmslonel Regulation Petal at i Building Codes and Standards Product Approval Application Data Code EtHb,-r 4lk ¢� DiYh Mninu L[p4 + bR Nenubdurar os. EndmrALApaaga willi"d Br 'd vaNard htleroith FNCAWmal Aoo*,W A111—UM 2020 Page cwpwftm Joe Heyde, Sari Winsow.sWDoor T.E. Lem;. PK LLC 07114/2020 071142030 OT422ma Approed CRNgNrFWnd YAS Roolnwn Mareldn%marAAaoobrlon (661)W$4wss Eabcolieorhsakgea Hutt' (641) R214i0A6 4;anp6naa Nmilm& CerNication Morkor LWV PNinpOdllal4pp—Gems Py(jpwR.Mapmdseta , Ratan Barg, Pim1matrtWAlefueear r Name li1NOhC6a ProdmtDemMdran cen�gPaxerra4tsn Car 8aarm4aLiML;L7l ANerewd rNYNZ Cuomo Fair use HO )mast l§ests»ee OMdaO. lerms"lY 1 Hate lO aeries Mnpie: Hung Wnddr s8rx 9w Wnyl Nmkhped Single .Mlung Wkxrow 0012240" No yes No +4M40 2 Pepe 10 Sarin alma Hung Wlndor 6 .SW Vinyl Non•ImpaPt Sh& Hung*tWm 071p wl No Ye4 No +46M6 a Para lO San"8ln& Hung wryow 34-x63' Anno WMnpmt Bugle Fang Wagkxr 079912P22 No Vas No +ww 4 Pate lO Sorter Single Hung W hdow 4rx77Mrp4 NVAT"o Shoo tang tWledow 07meam No Yee No +15,111600 S Peb 10 Series Srgla Hung Wndow a6'xer%V mmkvm Shp Hung wkxbw 01122J2012 No Yes Ng +Rsa418 6 Pisa lO SarinOna4 Hung Wndow 3a'x73' MV NOnilnpsai 91rnps" Windom 07t0Bf m No Yee No +81*00 7 Rafe 108er1111e senate Hung window 62.11Cx 87 VrIyI Non -Imp" Single tiling MAndew 10/1712023 No Yam Flo +80+•00 OINOD6aAimrA ARNM its, C )Rua its, A-m�vRll(rWe ife WWi )Nseat GxlsO .tom' P�1. P"djy 4rri i4 NC r NC4 er Eu ? ZN'NY.f3N lQ$ o f iil(Y "ieftnt lYdae"m 1 Pala 10 Soria ornate Hung Wndow Sa'xa0' Mftyl Nan•Impad ergis Hung Window 081220023 No Vas No +4MLO 2 polo 10 series single Hung MOW 54rx90•' mmyl NoMnpaot Shale Hung Window es!a97 = No Yee No +4076I0 a P.Wicew"slmew Hungwndow a4-x6a'VW NgM dngr stag Wkidpa 05090023 No Ves No +601-60 4 Paso IS Swimsmaw Hung WFAow ar.ar. Wrri Noo-brpapt single Hiag Wntore S&220M No VK No +V*% 6 Pala 10 Smks Single Hung Wndow 52-11111r'x MY" NomAmped strele.Hvmg window 10t17amel No We R. +9W-w Florida Depardnerit of Business & Professional Ragu fation Building Codes and Standards Product Approval Application Deeta)t Paget ore sHW= firtm r: ice.. cab CAtaftwilaO Qom,, e ,' -.. T ::.. Nemedanr � Wrdae FAO. � nil Hari Liaises Wl datsd mftw air. 1 OCAeraral Vd F Aximoved Raba AglrngUpa 20M Pass owponedw Joe Hayden said Winne, W. Smaetor, P.E. T.E. W m % PE. LLC 077140020 O7k146020 -07=020 APPtaed "selienPWlndows Robinson PE44195 (501)02&8455 6aM�rIF HotrmrdelSlldsr (641)0214SOBH CanpOuat V Um 1: EYalwl on Report :Irma Pell�radrvvmsbM'+dttPa Rona Arsolismore Lbenaed Florida IWoom i•rotesebrwtEnglmar ' P lJH2R,1.�rersda� . 4WIarAwwfmtsa AOtW&Md fair Una A60raued9w Ufa :Damao tit!. Proceed Note]. Ruralist or NOW PW do-Mtftm CarrinetBralrmelsn Car In HVH2 CurmeHVNa RAs� EWtRfa 1 Swift to s"AA Window averse IQ VW Fanged 830M windo" O6r1&2081 No Yes ND NIA Florida Departinent of Bumling ss & Professional Regu ldon sow 1 d l Butding Codes and Standmda enorlm ProduetApprovei ApplkMlUgn Detail. 901k mother 2,k —oft Dots Pantiles Q4111!. no Hire NanPredluree CoMBOE EfdoarA Liga • isllpgew Wtard aabrWrd FaCAanraWd ACeroFW Q*" AflmaBcn 2021 Pau CorpaalDm Joe Holden He" WrdoW#M:Uoor James L.audaw AE.42 07f1412020 ar1412020 07l20r2020 Approved Camstiee Windows RohlnAon MNnulws4arAasodldmn CHUCK 115MMMrktg RWXn gwr. Fixed (541) w lees (581)4014gv 0"Rarm NaNwd: Car0collon Marker us8rg pa0epedtNrpprovai�pN 110.00m f made Amesimmi Amrarad rr u.. Agaoud:3N.Yxe lalmot 1MMtdaa tffitt Praduet:Ne". NuMbw rg.ftrw. Pwdre D atieNad Caatnd Oww'silen Data 1 GirideNVN2 Nommed ) 1 Sole 10= 11med *%Cbw (W X78') 11YR&2022 No Yas let +200-20. 2 Swiss I= VW11ywd MMew(1O3'x64') 0711512022 NO Yes Fr +26123 a Seree 1a20 .w Flied w(ridow(00'xgel Willi m No Yes No -W-80 Matti 9re0tarAaerwrrma Adanvad for We Aerarad her Use mom ablim ASA Prided Model. NWoliew w ror Pradwd Deeadaltm Caetn itEaraint a Dint W HYX2 amume NmNL ilYa ft Nowng(g 1 Sinn 11V4 Wffl Rod Wnsow(WX To') 071e512024 No yes No +21s.26 2 Sat9m. 1W20 vircli.0ied R1redOw (106' X84`) 07116t2024 No Yea to +Zd Yp 0 sea I= )AV F%ad Wlmtw (M' XG0') 0711612024 No Yes Na + W-SO. RDdda Department of Business & Professional Regulation pool 012 Building Codes and Standards SM1r2022 Product Approval Applkallon Dstall Code 20 Dab onto Mean ode T m W rn �y ram_ 'r WetaaWm En r -... ConMga. ors A tamsrtse ... 8 VMMaed r 0 ware sabeaNed FBCAesrowY Marano 41l- AN-4,00M 20M Pau gwpmation ice ""an eandl wrldow and Door James L Suokw, P.E. 0711412020 0711417020 WOW2MI Appra ed Cosgary-•6eororowes Robinson. mor4bcuvAnoc* n CRUCHEr lnceRrl SakCdeawA Wring ExlerorDwAaamblim 0F11}St1-BF196 (OGt)S1A827 CampOann Ndked: WilllaBon Mrkr Usting pNltspmrbppnvw�pa lwwm —,---..—. _ Marred Far Use Ann raved rw Use NMet INrltm �aOt. Model. 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VAV 24lpnel'Or :OWN Gism DOor(8&17T x OB124= No Yea No +21e,2s wimm 2 Sarin 130 or Emommm orMantlSidbig Glow Door %WSingle Portal Flewd Xr Door P"11e, 3&19'x 02(I6f2Oa2 No Yn Ns Age-40 S,-1r.n a Seas ISO ar Encrn)wss orMan031kftcle -Door 'W 24ana*= sloe Glow DwMZ x42y 013mm 22 No Yee No +30-36 4 arlea,80aEmotnppsa aAmgm)✓dk gGreeDom VdASIt9te PoraN Fb*V Door(8IdeI% 47.1rtx mmill2a32 No Yale M +26F25 8>fiP1} - MOM"" Pmcerrfa. 0,W]WA&twuam Ab"Id Fr Use ,AggMealf fwUfa ig RWO :ffie. Prdmtlfdel. Nmbw of Mama Pradr.n Cemddian CeliiranEsekalreMOer in NVN2 CurMe HWKZ ,j i Series 160.or EnWmpan CrAnnti 811dig GUM Door Vkayl 244onal for Slicing Cawas Opor (8&172"z 0012412M1 No. yes NO +28426 56.172') 2 Bottom Im or EnampassmMwntislsf0gGkmDoor VW51 in Portal Flaw IMDwMaitlge,.Wwx OW1812032 No yes NO +4W40 61-ifs 8 SerralSD er EtranpaasmMantlsrliM;g faeas DOOr Vbryt24*WN x' a" pass Door (m2821 0040M No Yes Flo +35138 4 Sites tad or EraanpessaAvortO Setting Gaza Dom vinyl Sngle P.W Feted tier Dow(SIdaIZe, 47-11Wx Wmem032 No Vas W +25L26 95.112.) Flodda DepaMient at Business & Praf imsional ROWStion Building Codes and Standards Product Approval Application DOUR Paaal wi a11101= fsA6 eaft am Data pots page" Rft Tim YaMlan Nm,4*umr 04 EndrarAlAaen ValMded Vidkuw salvia fd FMCAnmv4i Approved bhp. Anrmatlon 2820 Polo Corporation Joe Hayden saw "WWSNmew T.E. Lunn, PE, LLC 07M4YM 0711MI= 0712272020 Approved Cawwr...WAndttas no~ Pe-a4135 W11125.0455 OuWitb 6ai1F FbW (841) 8 -em Crepimeee Meeiad: avaluaeot Reportrmma a�ea�uNNparaalg4pN Flihift RogKtwdArohlliedora Licensed Florlds il.mm Prolewlonpl Engimoor p 181 P iWPtrAesamw AomrneeForIke AOPrandfaUa !>amilt .Osman Prard-k i. Number a Nern Produ Dommedadan Coakraet6rdrelbn DeWlr in tlglFlL CurMo HVNZ Aaniljam Preir" 1 108arte 19ampFbod 10:Seree lir Flange Foxed NAndas awst2031 Yoe Yes No WA N N U) N :V O VJ U .t3 n♦ ca. 0 0 ♦ V -a N //�'L� i..L Cn N O U O .� 0 � ^1 W 0 Co 0 > .w -0 Cn E 0 Co O i co —0 �A :: J Uj J U 0 ^0 11 August 10, 2022I SHEET NO. PA 1.2 U) > CL 0 Simpson Strong -Tie 2020 FBC Approved Products For direct links to WISSIr6pproviiLls1stedbelow, CLICK Updated 12/30TMO Simpson Strong -Tie 2020 FBC Approved Products Updated 12MI2020 Simpson Strong -Tie 2020 F13C Approved Products For direct M0 to below, CLICK HERE Updated 12f3"20 vm-%T- M Simpson Strong -Tie 2020 FBC Approved Products For drect Ini(s to CLICK HERE Updated, 12MI2020 CL 0 L_ HER For direct Prilks to All SSTapprovalglisted below, CLICK HER agSSTapiprovalslistad CEM -------- alISSTapprovasIsted pdow, ­1 cu -0 n For additional Information regardl MarngwDsde County Notice of Acceptance INCA). MUM. For additional Information regarding Florlda'sStatewido ProduclAppreval-Systern and Manri-Dade County Notice of Acoeptancp,(NOA), 11E For additional information fegardin a Product Approval System and Marro-Drido County Notice of Acceptance (NOA), CII HER �g Florida's StalewId For additional Information regarding Florida's Statewide Product Approval System and Mami-Dacp County Notice of Acceptance (NOA). CLICK HERE, 4-0 0 -.- U) FL#2355-R7 Fli OW-116 FL#104-56-RA I I HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-5/8'to 3- =3 M -co C/) 9116" and heights ranging from 4-15116" to 11". Concealed flange (3) -0 0 -0 §MJ Product Model. Number or Name Product DesciI Seq # Product Model, Number or Name Product Description Sea # Product Model. Number or Name Product Descrintlon version (HUSC) available for models havihg width equalto or 0 0 I Titan Stainless Steel Concrete & Masonry Screw (TTIN-58) 114" diameter Titan stainless steel Masonry screw 1 A21, A23, A33, A34. A35. A44 Angles 1 15T, BTB, BTH Brick Ties greater than 3-9f`16". C: L_ - 0 2 APA211, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMI CMSTC16 Coiled Straps 12 [US series hangers Facia -mount hangers available in Wdths ranging from 1-718"to 3- 0- C = 3 APS44, APS44R. APVB66, AP865R. APBU� APB85R, APB101 0, APE31 DIOR, APVB44, Outdoor Accents Post Bases 3 CS1 4, CS1 6, CS1 8. CS20. CS22 Coiled Straps 518" and heights ranging from 9-114!'to 16'. c .0 LL FL#V49-RG APVB44R, APVB66, APVB66R, APV688, APVB8SR, APVB1010, APVB101 OR 4 OSHP1 8, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGUa.63-SDS, LGU5.25-SOS F2ce-mount hangers CU 0 -4-J 14- co 4 APDJT24, APDFF2R-4, APDJI APDJT2R-0, APVDJT2-4, APVDJT2R-4, APVDJi Outdoor Accents Dock Joist Ties 6 CTS21 8 Compression/Tension Strap 14 LU24, LU26, I -Li LU210 Face -mount hangers Co 0 > JIU Product Model. Num bor or Name Product Description APVDJT2R-6 6 DSP, SSP. TSP Stud to Plate tie 15 11 LUC21 OZ Face -mount hangers E 2 I SDI 01 12DBB Outdoor Accents Connector Screw 6 APHH46, APHH46R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 H 1, Hi OA, 1­126& H3, H6, H7Z, H 16, H 1 8S, HI 6-2, H 16-26 HurricanoTiss 16 LUS series hangers Face-moun t hangers available in wdiths ran g ing fro In 1 - 911 V'w 4- Cn " 0_ 2 SD9112. SD9212, SDIOI12, SD10212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Searn-to-Colu mn Ties 6 HGT,2, HOT-3, HGT-4 Heavy Girder Tledown 518" and heights ranging from 3" to 10-15116". "'0 Cc C:J_ 3 SD911288. SE)9212$5 Stronp-Drive SD connector SS S�cfew 7 APILH24, APLH24R, APLII APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 19 HS24 Hurricane Tie 17 MGU$'63-SDS, MGL15.25-Sli MOU5,50-SDS, MGU6.62-SDS, MQU7.00-SD$ Fiace-mount hangers _6_� 4 SDCF22434, SDCF22512. SDCF22614,$DCF22700, SDCF22858.ISDCF221014i Strong -Drive SDCP Timper�CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDSI.5, HSS2-2wSli HSS2-3-SDS3, H684-SOS3 HeavySturd Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- U) SDCF221134, SE)CF221334, SDCF271958, SDCF272358 a CBT2Z,CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, H8T8 StraightStraps 118" and heights ranging from 6-15116" to 19-1/2", 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP228-58, SDGP22912, Strong -Drive SDCP Timber-Clo Screw 10 CJi CJT4Z. CJT5Z, CJT6Z Concealed Joist Ties 12 HTS1 6,-1 HTS24, HTS21I HTS30, HTS30C HeavyTWstStrap 19 MUS28� MUS28 Face -mount hangers SDCP221100, SDCP221 1 K SDCP271400 11 DJT14 Deck Joist Tie 13 HTS01 61KTZ. HTS020KTZ Heavy Twat Strap 20 SUR. SUL; SURC, SULO series hangers Skewed face -mount hangers,available inwidths ranging from 1 - 6 SDHR27400, SDHR27614. SDHR31400, SDHR31614 Strong -Drive SDHIR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor Oil 6" to a-9118" and heights ranging from 3-1116" to 13-3/4". 7 SDS25112; SD825134, SDS26200, SDS26212, SDS25300, SDS25312, SDS25412: Strong -Drive SOB Heavy -Duty Connector Screw 13 FC4: FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULG) available for all double SDS25500, SOB25600, SDS25800 14 FWANZ Foundation Wall Angles 16 li L87173 Straight Straps 2X and 4X models; on ly acute flange is concealed. 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS253OOSS: SDS25312SS Shrong-Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 11 LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116'to 9 SDWF2716, SDWF2720, SDWF2724. SDWF2726, SDWF2730 Strong -Drive SDWF Floormto-Floor Screw 16 H2A, H2_5T, H8. HIOA.2, HIOS, H14, HGAIO HurricanaTes 18 LTS12, LTS16, Ii LTS20 Light Twist Strap 6'and heights ranging from 2-5/8" to 11-114". 17 IS HCJTZ HH4, HH6 Heavy Concealed Header Hangers 19 20 MGT 11 MST37, MST48, MST60, MST72 Medium GirderTieclown Straight Straps FL*10007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA16, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, UQ _90 Angles 22 11 MSTC40, MSTC52, IMSTC66, MSTC78 So eight Straps Sea N Product Model. Num bar or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC68RS Pre -Sent Straps Sea 9 Product Model, Number or Name Product DesojI 1 ATII ATRii2, ATR618, ATR314 Threaded Rods 22 I-SM LS50, LS70, LS90 Ske"blo An gles 24 MST126, MSTI36, MSTI48, MSTSO, MST172 Straight Straps 1 SA series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 2 ATUD5, ATUDO�2, ATUDgij,ATUD9-2, ATUDg-3, ATUD1 4, ATUD14-2 Aluminum Take,Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIS. MTS18, MTS20, MTS24C, MTS30, MTS36C Medium Twist Strap 118" and heights ranging from 7-1 16'to 30'. 3 SP318-2, SPI/2� BPI/2-3� B17,516,2. BP518-3, BP314, BM/4-3, SPIRTUM-4 Bearing Plates 24 LSSJ25LZ, LSSJ26RZ. Ii LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 28 NCA2xIO-12. NCA2xI2-I2, NMxO,16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers avallable in widths ranging from 3-518" to 7- 4 CNW318. CNWI12, CNW518, CNWV4, CNW518-1/2, Cli Coupler Nuts 25 LSSRI..81, LSSR2.1, LSSR2.37, LSSII LSSR210-2, LSSR410 Field Adjustable Slopeable/Ske,,vable Hariger 27 11 RCWB14 Wall Bra cihg 118" and heights ranging from 9-1/4" to 211. 5 CTUD55, CTUD65, CTUDW, CTUD75, GTUD76, CTLi CTUD87, CTUD88, GTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22. RPS28 Repair Plate Stop 3 DGF series hangers Top flange hangers avaiiable in wdths ranging from 1-112" to 3- z CTUD98, CTUD99 27 Mli ML24Z, ML252, ML28Z, ML2107 Angles 29 11 Stud to Plate Connector 518" and heights ranging from 7-114" to 24�'. 6 N3, N4, 1I N6 Heavy Hex Nuts 28 MMH8 RoofTie-Down 30 SPI � SP2. SP4j SP6, SP8 ft d Plate Tie 4 DGHF series hangers; Top flango.han gets avaisible in wcIths ranging from 1 -314!'Io 3- 7 RTUD3, RTUD38, RTUD4, RTUD41B, RTLID5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Root Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-114" to 24'. 8 TUD9, TUDIO Take -Up Device 30 11 MMLU2rj,-2, MMLU28, MMLU28-2. MMLU210, MMLU121111, MMIi MMLU1311 Face -Mount Hangers. 32 SS1,5, SS2.5. SS3. SS4.5 Stud Shoe 5 11 EG7, EGO series hangars Top flange hangers avaMble in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RE1C;RBCP Roof Boundary Clips 33 ST9, ST12, ST18: ST22, ST-292, ST2122, ST2115. ST2215, ST6215, ST5224, ST6236 Straight Steps 713" and heights ranging from 11 " to 32-1t7'. 10 URS3 M" U plift Rod Run Tiedown System 32 RST-3 RoofTie-Down 34 T820. T827, TB3Q T1335, TB42, TB48: TS54, TB56. TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widtha Fanging from 3-5/8" to 7- 11 UI 112" Uplift Rod Run Tieclown System 33 11 RTC42, RTC2Z, RT044 Rigid Tie Connectors 35 TWS10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-1/4" to 37 z 12 URS5 l5ff' U pift Rod Run Tiadown System 34 STC: STCT, OTC- HTC4 Truss Clips 36 VGT, VGTR,VGTL Variable Pitch Girder Tieclawn 7' GLS series hangers Saddle hangers available in widths ranging from 3-110to 6-718" 13 URSO 3/4" Uplift Rod Run Tiedown System 35 TJCa7,TJC57 Truss Jack Clips 57 WBi 00; WBi O&C, WS-1 2e, WBI 260, WB143C Wall Bracing and heights ranging from S-IJ7 to 29'_ 36 Z2,Z4,Z44 Panel Stiffen or Clips 8 GLTV series hangers Top flange hangers available in widths ranging from a -I 41c 7- 118" and heights ranging from I I" to 32'. FL#10441-R6 FL#IQ0Jl-R5 9 HS series hangers Top flange hangers available In Wdths ranging from 1-9116" to 7- FLO] 0447-R6 1/2" and heights rang ing from 8" to 30". §"I Product Model, Num bar or Name Product Descritition §1" Product Model, Nurn bar or Name Product poscam 10 HGLS series hangers Saddle hangers available in widths ranging from 5-141 to 8-76" W 1 DTT2 Hold-down Sag # Product Model. Numbergr Name Product Description I CPH237x5.5, OBH2.37x7.63, C91-12-374.75 Concealed hangers and heights ranging from 10-i/2!'to 26'. 2 HOCIO14, HDCIO/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Faoe-mount (OU, OHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Topflange hangers available in wdths ranging from 3-11,Vto 8- 3 11 HHDQ11. HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widtits ranging from 1-9116" to M118" and heights 7/8" and heights ranging from 7Al2'to 32". 4 HDU2, HOU4, HDU5, HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to23-15116". 12 HGLTV series hangers Top flange hangers available In widths ranging from 3-1/Vto 7- 5 11 HPA35 Strap -style purlin anchor 4 HCP1. 81 � HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGWI.25-SDS� HGU5.50-SOS, HOU5.62-SOS, HGUi HGU7,25. Face -mount hangers 118" and heights tonging from 14" to 33". 6 LSTHD8. LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRG4/1.81. HHRC44, HHRC5.25I3:25. HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9,00�SDS 13 HIT series hangers Top flange hangers available in wdths ranging from 2-5/18" to 3- 7 MASA,MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9/18" and heights ranging from 18" to 26'. 8 MPA132, MPIA144 Stra"tyle pu rlin anchor a HRC1.81, HRC22 Hip Ridge Connector M" and heights ranging from 5-511V'to 12-7/8". 14 HUSTFserieshangers Top flangejoist hangers available in widths ranging from 3-1/8"tO 9 PAI8, PA23, PA28, PA35. II PA68 StrWs�� purlin anchor 7 li LRU28. LII LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS. HHGU5.62-SDS, HHGUT0O-SDS, HHGUi Face -mount hangers 3-1 and heights ranging from 5-318" to 10 PAI18. PAI23. PA128, PA135 Strap-st�* purlin anchor 8 1-81.120, LSSU28. LSSU210 Light Slopeablel$kewable U Hanger HHGU9.00-$DS 15 HUTF: HUCTF series hangers Top flange hangers available in wdths ranging from 1 -9/1&10 5- 11 STHD1 0, STHDI ORJ Strap -style hold-down 9 TBI TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5-50110, Face -mount hangers 112" and heights ranging from 3-7/19'to 15". Concealed flange 12 STH01 4, STHOI 4RJ StraiI hold-dowrt 10 TC;24: TC26: TC28 TrussClip HHUS7.2511D version (HUCTF) available forall models having vvidth equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA41 8, THAC4118, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSLIRC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3. greater than 2-9116". THAC422, THA426. T HA422-2, THA426-2 118" to 5-118" and heights ranging from 4-:TVbc 15-3f4", 18 HWP series hangers Top flange hangers available in vAdths ranging from 1 -911 &'Ito 7- 12 THAI 1.81J22, THAI2.W22, THAl2.1122, THA1222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for I-Josts Concealed flange version (H, 9URC, HSULC) available for all 118" and heights ranging from 5-30' to 2W, I$ THAL422, THAR422 Skewed Truss Hanger dou0i a 2X and 4X models; only acute flange isconcesed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-911 6"Ito 7- 14 THJA26, LTHJA26, LTHIMA Multiple Truss Hangers 8 HTU26, HTU12S, HTU210, HTUi HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-318" to $2". Cc 15 THJM2-4-SD.It, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-91161c, 7- 18 ITS series hangers Top flange hangers available in Wdths ranging from 1-9/1 S"to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights rarging from 2-7/5'to 19-1/4", Concealed flange 5f8" and heights ranging from 9-116'to 16', 17 VPA2, VPA25, VPA3, VPM5, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or than 2-9/16". 19 Ja series hangers Top flange hangers available In width of I-9M 6" and heights 18 VTCR Valley Truss Clip greater ran ging from 5-318" to 7-14'. 10 HU001,8119-SIDS, HUCQi.81111-SOS, HUCQ210-2-SDS, HUCQ210-1180S. HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights >4 SIDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.2M-SDS� HUCQ5.25111-SDS, HUC0610- ranging from 9-3/18" to 13-118". LA- Ck_ SIDS. HLICQ612-5DS Cc C= CIA C4 C33 rWJ W CJ Simpson Strong -Tie 020 F13C Approved Products Updated l2130/2020 EMMM"g, Simpson Strong-Tie2O2O F13C Approved Products Updated 12/3M20 IMM Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 COM Me, Simpson Strong -Tie 2020 FBC Approved Products Updated 12r,0/2020 For direct Inks to all SST approvals Ned bacw� CLICK HERE For direct Inks to all SST approvals listed belave. CLICK HERE 2= For direct links to all SST approvals listed belmy, CLICK HER C= For direet Inks to air SST approvals Ned belqw� CLICK HERE For additional information regarding FlcxicWs Statewide Product Approval System arid Marni-Dade County Notice of Acceptance (Ii For additional Information regarding Flonda0s Statewide Product Approval System an d Marn-Da do County Notice of Acceptance (NCA).,Q�. For additional iriftrmation regarding FlondI Statewide Product Approval System and Marr")adir County Notice of Acceptance (N�A). fII For additional inform System and Mardi -Dade County Notice of Acceptance (NOA). LII 21 LB series hangers Top flange hangers available in wdth of 1 -9/1 6'and heights FL#11460-RO 18 SiII SILBVI,81. -14LBV2.06, S/LBV2.37, SILSV2,56, SILSV20, SILEV5,12, Top Fla ngs Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5,318" to SILEV3.56, S/LBV&S2_ SILBV4.06, S&EV4,12, S&BV4.28. SA-EIV4.75, SILBV5.60 6 Strong.Solt:2 (I STS248S, STB2-6SS) Strong-Baft 2 Wedge Andhorfor concrete avallable in carbon 22 LBAZ series hangers Top flange hangers avalablern Wdth of 1 -91161 and heights §W Froduot Wgdol. Number or Name Proollot DesorlixtIo 19 S/Ii &OTT2z, 5tHTT14, HTT4, HTT5 Hpldowns steel and Typas 304 and 316ristalriless steel ranging from 9-31116�'ib I I HHUS210-3, HHUS210A Joist Hanger 20 S/II SIMST72 Siraps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THI)i THD-CS, THD-CSSSS) Titan HD Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG$, LEG 5, LEG7 series hangers Top flange hangers available in welths ranging from 3-1/4" to,6- 2 11 li HR,912 StrapTies 21 SP4, SP6 Stud Plate Ties avallabli hex hoadin carbon steel and Types 304 and 316 718" and heights ranging from 9"tb 33-1/2" 5 HUCO210-2-SDS, HUCQ210_3-SOS, HUCQ310-SOS Joist Hanger 22 SSP� DSP. TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 11 MI series hangers Top flange hangers available in Wdths ranging from 5-1/4" to 6- 4 THGB2, Tli THGBII THGSH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stain less steel 7/8" and heights ranging from 9" to 32-1/2'. 5 THG02-SDS3, THG03-SDS4;5, THGOH2-SDS3, THGOHMDS4.5, THGQH4-SDS-8 Joist Hanger 24 T13D22 Truss Brace Diagonal 8 Titan HD Rod Coupler (rHD37634RC. THD50934RC) Titan HO Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THE)B37158RH. THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-IWto 24", THO50234RH, THDIO212RH) 20 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All IWA) Wedge -All Anchor for masonry ranging from S-M" to 7-11&'. FL#41473-R5 Fli 3904-RS 27 RR Ridge rafter connector 25 WIP series hangers Top flange hangers available in wc1ths ranging from 1-9116" to 7- §ell Proiduct Model, Number or Name Product DescriRk2a Sea # Product Model, Num bar or Name Product Dewriation FL*16230-RO 118" and heights ranging 9-1/4' to 32". 1 DETAL20 Double Embedded Truss Anchor I CCQWO.52-SDSHDG, CCQM4.,82-SDSHDC3, CCQMS.50-SDSHDG. CCTQM3_62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5_5Q�SDSG, CCCQM3.62-SOSG� CCCQM4M-SDSG, Product Model, Number or Name Product Description 3 H16, H16S, Hle-2: H16-2S HurricaneTie CCCQM10.50_SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-RO 4 11 HETAI6, HETA20, HEI-A24, HETA40 Embedded Truss Anchor 2 ECCLOM3-62G-Kr, ECCLOM4�62G-KI", ECCLOM5.50G-KT, ECCLLQMD3kG.1KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Ad hosii masonry 5 HETAI-12, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.82G-KT, ECCLI_QMD5,50G-KT, ErCLRQMD$.62G-KT, ECCI-ROMD4�82G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product DosclI 6 HGAMIO, HIM9 'Masonry retrofit Connectors KT, ECCLRQMD5.50(3-KT 4 Strong-Bot 2 (ST82) Strong -Bolt 2 Wedge Anchorfor masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABABBR Adjustable Post Base 7 HHETA1 6, HHETA20, HHETA24, H HETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5:50, HGUM7,00, HGUMI HGUM9.0Q Heavy Mason ry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44; ABU 44R, ABU46, ABU46R, ABU5�5, ABU5-6, ABU65, ABU66, ASU66R. ABU88, Adjustable Post Base 8 LGT2, LGT3.SDS2.5, LGT4�SDS3 Girder Tiodom 4 LGUli LGII LGUM264, LGUM28-2 - LGUM28.3, ILGUM284, LGUM210-2, Masonry Beam Hangers 6 Titan HID ITHD.HZISS. TII THD-CSOSS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABUSBR, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3. LGUM210-4, LGUM46_ LGUM48. LGUM410 or 316 stainless steel with, hex head, arid 316 stainless steel Wth 3 ABW44Z, ABW44RZ, ASW46Z, ASW46RZ, ABW66Z. ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META13. II META24, META40 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3-1219.25, MSHA3.12flI.25. MBHA3-5617.25, M121HA3.5619.25, MSHA3.56111.25. MBHA3-56fll.88, MBRA&56114, MBHA3.58116, MBHA3.56/la, MBHA5�5Of7.25. Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head. Titan Turbo Screw Anchor for U) 4 6 AC4, AC41R, ACI ACO, ACOR, ACE@ BC4, BC46, BC41R� BC6. BC5R, BC8, BC-52-2/4, BCS2-3/6 Past Cap Post Cap I I 12 MSTAM24, MSTAM36, MSTCM40, MSTCM60 MTSM10, MTSM20, HTSMIe HTSM20 Twist Strap for Masonry MSHA5.50/9.25, MBHA5 50111.25, M13HA&5011 1.88, MBHA5.50114, MBHA5,50fI6, (TNT) concrete or masonry 6 C844, CW, C1348; CB66, CB68 Embedded Column Base MBHA5.50f18 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2. CBSQ86-SD52, CBSQ8&SDS2 Embedded Column Base 6 IMSHU3.5661.25i MSHU3.5WI1,25, MBHU3.56111.88, MBHU3.56114, MBII MBHLi MBHU5.5019.2,5, MBHU5.Mll.25, MBHU5_60/11..88, MBHU5.50114, Masonry Beam Hangers FL#1 W37-113 > 8 CC, 5CC, ECCU Series Bolted column caps with WI ranging from 3-114" to 0-1/2" an d FL#11496-R6 W2 ranging from 3-5f8" to 7-112" MSHUSMMS, MSHU5.50118 §g" Product Model, Nurnberor Name Product Description 0 9 CCO-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps wilh WI ranging from 3-114" to 9-IIZ'and _8WJ Product Model, Number or Name Product Descrintion I X3431016-51K, XISIO16, X1 BI 016-4K XQIS1018. XQ1 81 0164K 410-16 Strong -Drive X Metal Seli-Drilling, Tapping Screws with #3 W2 ranging from 3-5ff'bo 7-112" 1 D-Fri z Deck Tension Tie Drill Point > 10 CPT44Z, CPT66Z, OPT88Z Concealed Post Tie Base 2 Hi HD19 Bolted Holdowns FL#i3976_R6 2 XI_QI I 4TI224­)(LQ1 14BI224.2K #12-24 Strong-Orive XL Large -Head Metal Self-Drillin ' g, Tapping 11 12 EPB44A, EPI344, EPB46, EPB56 EPS4Z Embedded Post Base Embedded Post Baise 3 4 HD3B: HD5B, HD7B, HDOB HTT4, HTTS, HTT5-314 Bolted Holdowns Tension Ties Seg III Product Model, Numbeiror Name Product Desorlptlon 3 XMQI 1461224, XMQi 14B12124-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong-Drlvo;,(M Medium -Head Metal SO -Drilling, 0 13 LCI344, LC566 Embedded Column Base 5 li LTT20B, LTTI31 Light Tension Ties 1 SDW22300. SQi SOW22438, SDW22468. SDW2260Q SOW22000, SOW2263B, Shrong-Dtive SOW EWP-PILY and TRUSS -PLY 9crews Tapping Straws with #5 Drill Point end Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap. SDVV2264 4 X0114S1 224, X0114B1224-2.51i X1 14SI224, XQII 2SI224, XQ11281224-2K #12-24 Strong -Drive XMotall SeV-Drilling, Topplmg Screws with #5 15 MPB44Z, MPB86Z, MPB88Z Moment Post Base 2 SDWCI 5450: Sli 5800 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, P844R, PM, PB66, PBOOR Embedded Post Base FL#13628-116 3 SIDWI-110000B, SL)WH19400DB, SDWHIDOOODS, SDWHI98OODB, SOWH119100ODS Strong-DriveSDWH TIMBE-R-HEXScrew 5 XU34SIO16. XU34131016-51K #10-16 Strong-DrivaXiLl Metal SO -Drilling, Tapping Scra\�vswith 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH27800G, SOWH27BODG, SIDW-1271000G. SDWH271200G Strong-DrIve,90WH TIMRER-HEX HOG Screw #1 Drill Point _0 16 PSV6:PBVIO Round Post Base ItU Product Model, Number or Name SB1x3O Product DescII SB Anchor Bolts 5 6 5DWS16212, SIDWS16300, SIDWS16312, SDWS1 WO SDWS19500, SOWS1971Z SOVvS224OO,SDWS225O0.SDWS22512, SOWS22000; Sirong-Drive SOWS FRAMING Screw Strong SOWS TIMBER Screw Grade) 0 19 PC44-16. RC46-16, PC48-16. PC64-16, POW-16. EPC44-16� EPC46-18, FPC48-18, Ii EPC88-16 Post Cap 1 2 SB5/8x24, SB718x24, SSTBIO, SSTS20, SSTB24, SSTB28, SSTB34, SSTB36, SSTS1 6L, SST8201_ SSTB24L, SSTB Anchor Soft SDWS228CO, SOWS22900, SOWS221 OW, SDWS221 100, SOWS-221200. SDWS221 500 -Drive (Interior FL#35320-RO 20 PC4Z, PC4R7_ PCOZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCOZ, EPCBRZ, EPC8Z, Post Cap SSTB26I_ 7 SDWS22300DB- SDWS22400D& SOWS2250ODS, SDWS226OODB, SDWS2280ODB, Strong -Drive SOWS TIMBER Screw (Exterior G rade) r) II SDWS221 00OD8 §W Product Model. Number or Name Product Descda= 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312DBB, SGW8225120BS Outdoor Accents Structural Wood Screw I OSSOB43-51 DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retri Post Bass FL#13872-R4 9 SDWS273COSS, SOWS2740OSS, SOWS2750OSS, SDWS2760OSS, SDWS278008S. Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5. FCB45.5. FCB475 FCB49.5, FC8411.5 Bypass Framing Fued-Glip Connector U) SDW827100OSS, SOWS2712ODSS 3 FPHS034SIO16, FPHSD34B1OI8, FPHSD34B1OI6-5K, FPHSM451214, 410-16 and #12-14 Strong -Drive FPHSD Framing-to,CFS Self- Sea 9 Product Model, Number or Name Produat Description 10 SDWV13400 Strong�Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, PPHSI)34Bl214.5K Drilling, Tapping Sere" ICU FL#10866.R5 I CMI CMST14, CMSTC16, CS14,,CS16, CSIS, CS20, =2 Coiled Straps 11 STN22 Outdoor ACCOhts Hex -Head Washer 4 11 LSFC4:25, LSFC6.25, SFC2.25, $FC4.25, $FCG.25 Stool Framing ConnoM r 2 HRS6, HRS8; HRS12, FHAS, FHAP, FHAl2, FHA18: FHA24, FHA30. MST126, MSTI36, Straps 97 mil (12 ge) 5 LSSC4,25, LSSC6.25, $SC2.25� SSC4,25� SSC6.25: MSSC2.25, MSSC4.:?5: MSSC6.25, Steel Stud Connectors Sea # I Product Model, Numberor Nam FJA, FSA Product Descriot[art Foundation Anchor 3 IMST148, MSTISQ, MST17Z SIMST27, &MST37, SIMST48 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twrat Straps FL#ISM-R3 0 MSSC4.25KW, MSSC6.25KW RCKW3, RCKW5,5, RCKW7.5, RCKW3S, RCKW6.5S Rigid Knee Wall Connector =:3 2 FRFP Flat Retrofit Foundation Plate 4 LSTA3O,I_STA36,LS T149, LSTf73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA211, MSTA24 Straps 43 mil (18 ga) 7 801943.5, SCB45.5, SCS47.5, SC1349.5, SCS4i 1,5, MSC645-5, MSCS4T5 Bypass Framing Slii Connector 3 GH46,5, GH46-8, 01-14M, GH48-8, GH410-6, GH410-8, GH66-6. 01-156-8, GH68-6, GH66- 8, GH610-6, GHSID-S Girder Hanger 5 6 LSTA9. LSTA12, LSTA15, LSTAI8, LSTA21, LSTA24, ST292, S-1­2122. ST21 15� ST2215 LSUBH3.25, SUBH3.25, MSUBH3.25 Straps 33 mil (20,ga) Bridging Connector §9" I Product Model, Numberor Name AS 18, AS 1885, AS 18:38 Product DesciI 16 ga, Truss Plates 5 9 SCS32-5197, SCSI SCS52-51118, SCS82-51118 SOW3.25, SCW5-5 Bypass Framing Connector Head -of -Wall S14e-Clip Connector 4 GLB5A, GII Gli GLB5D, GLB7A, Gli Gli G LS7D Glulam Bearing Plate 7 11 Lateral Tie Plate 2 AS20HS 20 go, High Strength Truss Plate 10 SJC8.25. SJCIO.25� I MSJC10.25 Steel Joist Connectors 5 GLBT512, GSILTSI 2, OLBT51 S. GBILT616, QLBT52O. G13LTS20 Glulam Bearing Flats 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3,51 8 Bypass Framing Slide -Clip Strut Connector ICU 6 11 HGLBS, HGLBQ, HGLBD Heavy Glulam Bearing Plate 0 MSTASO, MSTA36, ST0215, STI5224, STS, STIZ ST1 8, ST22, MSTC25, MSTC40. MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34SI 414, XLSH7ZB1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 1111 HOT-4 Heavy Girder Tiedown 10 MSTO86. MSTC78, STS236 Strape; 68 mil (14 go) Screws W 8 UFPIO-SDM Universa I Foundation Plate I I MTS12, Mi MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ11SI 018, XO1 131016-411 XQI SI 214: XQl 81214-3.5K, XQ78S1 224, X078BI 224-311 #10-1 6� 412-14: and 412-24 Strong -Drive X Metal Self -Drilling, 2 9 URFP Universal Retrofit Foundation Plate 12 StI31,56, SIB1.8i, SA32.06, SIB2,37, &`62.15S. SIB2.68, &B3.12, SIS3.56. SIB3.62, SIB4,06, Top Flange Joist Hangers FL#1 5730-114 X0114SI 224; XQ11413i224-2.5V, XQ1 12S1224, XQ112BI224-2K, X34BIOIe_5K, X1 Sl 010, XI 6101 64K� Xl 81214, X11 BI 214-3.5 K Tapping Screws r) < 13 S/B4,12, VB4.28, SfS4.75, 5935.50 SIBA2.1218, SIBA2.12110i S/BA2,12fl2, SISA2.12114, SIBA4.18/8� SIBA4.118(10� Top Flange Joist Hangers Sea # Product Wdel. Number or Name Product Description M SIBA4,18/12, WA4.18114 1 11 Adhesive Anchorfor concrete z 14 SIHIA Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75. GDPM-1 00, G UPS. GW-50, GW-75, GW-100, GTH Gas-aduated fasteners and assemblies 15 S/HD8S. &1­108S, SA40108. SIHO10B. S/HDISS, S/HDI58 Holdowns 3 POPA, PDPA,K, PDPA_MG. PQPAT, PDPAT-K, PINW, PINWP, PINWP-W, POPAWL, Powder-artqated fasteners, threaded studs, and assemblies < 16 S/HDIJ4, S11I SIHDUO, S1HDU1 1 Holdow0s, PDPAWL-MG, PSVL3, PSVLS-K, PCII PECLDPA, PTRII P1TRHA4 _J 17 SIJCT, SIHJCT Joist Hangers 4 SET-3(3 Adhesive Anchor for concrete SHEET NO, August 10, 2022 PA 1.3- MIAM� 30AM-DADF-COUNTY PGTIndustries'Inc. P13TIAdmgLes > 0 '�o CL 0 'lot 0 11905 SUT 16 Sww-L - Room OF ACCEPTANCE: EVIDENCE SUSX11TTED NOTICE 0F.ACCEPT.kXCE: EXMY.NCE SUBIHT 0- DEPARTMUff OF "GUIATORY AND ECON OAHC RIESGUILCES PUM) MjIM FJOTi&L.33175-2474 BOARD A" CfWF- L ADARKMT"TION-DrIVISJUN T(796)31_5-2M FCM0315-21599 NOTICE OF �ICCEPTXNLCIE- EVIDENCE SUBXHTTED -4-0 (1) 0)0 Cn N9WE OF ACCE PTANCE (,N,,TOA) -OA L Eddence submitted under pm0ousIN A. DRATUNGS B. TESTS(cantinued) ASK D. QUALITY .1 11kkNCE L �maini Dade Depaitment, of Regulatory and Economic Resources (M)- = 0 PGThdwfties,bw. 1070 Te&uoloTF Drive. gs and sections. 1. Manufactur&s die drawing 5- Test report on 1) Air Isfitration. Test, per FBC, TAS 2027-94 -IONS 0 0 North Venice, FL 34275 (SjjbWjAWd IjWfitff .'N_0AL.�N'_& 11-0107. 6-1) 2).Unifoma StaticAirhrsme 'Test, per FBC, TAS 202-94 1. ISLITERILA1 CERTMCAT — 0 LL S-Con, 1 E4uWtng No. 30-5570.0, fttled'Vmyl SlidingGlass Dm'NOA 4W',sbeets 1 3) Water ResWauce Test, per FBC. TAS 2012-404- f L Notkr of Acceptance No. lz"5,28.14 is�sacd to Vision E=sion Unnifed artlicir Co 0 co TbisMAisbein iss-wdunduthe,applicablemlesandregatafimsgo-%immmggLe use Gfcoushmctionmaterials-lbe 9 through 21 of 21 pnTared by mmuflwturer� 6tqd:l0i'051l)5; with revision A dated 4) Large Nfissile Impact Test per FBC, TAS 201-94 ""Idte Rigid IPVC Exterior E=asiens fwAlindows and Doors-, dated 09,43/15, 0 > E 2 dowmeatafionsubmittedha% beenre-vairRed and accepted1yyNhami-Dade CountyRER-IlroductControl.Seefion W 04105117, signed and scaled bYA- LVnnN@ler. P�E. 35) Cyclic Vrind Pressure Loadingper FBC, TAS 203-94 cq** on 091WI9, a) U) a) " W CL f aldQb", Mar Where allvwWbydwAu&otiIy 6) Fmed, Emy Test, per FBC11 TAS 202-94 Ac 'No., 16-020.08,issued to Vision Extrusion Lunited flb t `V Z Notice of . ctptance r heir 7E U) 0 CU _C_ CU 4- This.NOA shallaotbeyalid afterthe expimfm:datestatL-dbelow-T'heNESMi-DA&ICID=tyProduct CmtrdSectim 19'. TESTS alon Wdh=rL_d P drawing5 a�d'ffiSt. prepaird -abt= dtagrani of VIMI sliding gjaSS doff 1060 Tan 2,02 and lighter Shades (Non-MWte) Rigid PV CExterior Exitusions for (LuKauu Dade County) an&cn the AM (in areas other thanINfiamiDade-County) relserve the right to have this L Teg repoft on 1) Uniform Static Air Premwe Tat, FBC, TAS 202,04 Per 0 igne ad by� FertesIration Testzig L&_ Inc- Test Repoil No Fn &449 dated 11' &15, s d a 'Windows and D dated 11016rex7piring on12,129121- prodixt ormzk!xi&tesWforqma&ywwm=eputposm. If1hisproductornuderialfails to peffortain the accepted :2) Lage Aftsile Ingmt Test per FBC_ TAS 201,94 -1 sealed by Idakms01teg`aLP.L (rest fepwt wAsed on 12M44,5 andG2111116) 128 15'Lissued to Vision F_=Lsion Limited fbrtheir 3. Notice of Acceptance No- 11-"5 -Brown, n111m&Z1them=zfad.=e1r willinrurdi-expense of m&tesfmgandiheAHImay�im=ediatelyzevTlake, viodify, or 3) Cyclic Wind Pres:*e, Loading per FBC, TA� 203 ­94 6� Test rqxnt on 1) Air f4ifiltration Test, per FBC, TAS 202-94 Coated (Painted or Laminated) N�J#e Rigid PVC Ex*rlor, Exovsiorts f" I e 'sj;j _ _e�" th ch susp, use of prDductor=*rW"%vdbm&ewpmlcton. RMreser%,es&er*ttoreV0ke­ffiis abngWft]iM2ftd-Wdn��ipardim�ti(M agramof di - I ffifi)g dwprp&ed VW gja% 2 per FBC_ TAS 202 Uniform, Static Air I'tessive Test -94 Win dows and Doors -dated 0&13115 expi*g on 093649- acceptwcp, if it- is de ter�ed byMami-Dade County Produc-t Control Sec tion ftt ihis pwduct or material fail s to meet 1he requm=MtS L Of &IF- applicable bmidieg code by -Fenesftat= Testing lab- Inc , Test Rrpoft No FIL 8717, aated 1221107115, signM and 3) Water Resistance Test, per FBC. TAS 202-94. 4. Notice of Acceptance N a- 1"712.02 issued to-ENERG-1 Fenestration Solutions USA, Tluspro&&=isapFovedas4esmbedbieminmdhastbemdesipedto co6fP�ywi&%o,F1aj�daBuMag Code- sealed by Idahids Ortesm R E_ (Test fep�ofl rn-L-Axt on OXI 5116 and OMI.411 6) -T __4 — 4) Large MiSSile LIMp2d Test perFBC, TAS 201 -94 Inc for their -T.AN3040 and Lighter Shades (Nbu-Whitf) Ri&PVC Exteiior -Indow, including the High Velo* Humcam 2of r- St le AS,2(02-9� Te P on 1) Air Infiltra 5,) Cyclic Wind Presswe Loadingper FBC, TAS 20-3-94 Uhmsions for'%' sand Doors" dated 09115111 expa.mg,oa9_10V2l-_- '1"712.f4 D1EX!UFH,G-_N-- Seri" -5570C'7777011'VinylSfi� GlassDo& (IzeinfarreA�wlwro,%r 136�-r -&-L 1 JM F per 94 -7) Uniforni Static Ak PrMure Teitz BC� TAS 20, vinyl sliding gb-qs "Md along With marked draW do" -W nip and in5tfttjon djagrani of 5. Notice of Accep tauce No- issued toLENERGI Ffnesft� Sohjt_�='USA, APPROVAL DO C LWENT: Dramirm, No. AW-S:570.0 Re v B, titled "Vnayl Sb*g Glas s Door NOA (I-M" sbeels 3) Water Rem.stance Test, per FBC, TAS 292-94- by Fencstr;ition Testing Lk- Inc., Test Rqmv No. FTL 8552, dated 12�Wl 5, signed. and Inc for their "Bronze and Lighter Shades of Cap Coated Rigid YVC Exterior 1 throu0,21of 21,preparedby-mamifactruw., dated 11DJU5115and lastretrised onOV01121, signed and sealed by 4) Large M per FBC� TAS 201-94 ksile IMPaCt TeSt '2,03-% sealed by ldah3lig Oftega, P. E (rest repod irvised on 024 5,016) ExtruAons,iorW _andDom dated 00115116, exp m on 04/16420- A_LynnMller� P-E., bearing the Ati,�-DadeC-o=ty�Produ&Contr&Revision-AuVviri&;&eNo6�,-- of 5) Cyclic Wind Pressure Lo dia g� M, FBC�_ TAS T Test1epW on 1) thkom Static Air Presmur Test ,perFB-C, TAS-V2-94 1"712.03 i& Notice of Acceptance No- strafi*n S &Utions USA, 6-suedL to ENERGI ten� "White � Acceptance number and expiration date by the A—Tiami Da& County Yroduct Contral Section- per TASI 202 6) Forced Ez" Test, 19C -94 2) Large'.%lissile InW Tea perFBC, TAS 201-94 Inc fortheir Rigid PVC Exterior Extt rusions for Windows and Doors- dated z UMSH X IWACT RATLNG: La rge an d Sma HINfissile Impa c i ResW a n t along writh madwd-UP dram ings andmisWlation diagrain ofvinyl sliding gjass. doq�_ prepared 1) C�ychc Wind Pressum Loadingper FBC_ TAS 201�94 I- 0&10117, ezpiring on 91128/18- byFeneWation Testing Lab, Inc., Test Report-No-FTL 85-46, dated 111061:1-5r, signed and IL " . � '6 � LV= L % along with =ke&up &-muings andinstallatiba di of Tjayj shdin tm, door prepared, g 7. Test repxtsNo(s). 10-M-792 10�06-MO5,27,L535753-,09�,,perASTNIE44� (A) Lindtations- f enumistypes 1, -See table. I tsfieet 7) and table 2L (sheet g) lbrappikableWD unit aizc-,Ae&igm.pressures, rem = r I L' 'ievL ' M, 'and 12(11,P�016� seawbyl�dgb=Oi',kga,�P-E--(Tcstrep�o'd -,itsed"01*46 - I I I I � _ I " I -g , by Testing Lab� Inc., Test'Feport Na.,Fn "39 i�a=ples A-1thra A-22), dated ASTM109 and ASTNEj-635. issued byE-X0VAtoV-`isim&tnm-m forcebAotsic glass types- sill riser (see tables B-1 & B-2, shees 7-8) and awhorlayew SheetS fequireMeM in 11 ftU 16­ 3, Tea PqW on I)Air Infillf ation Test.- per FBC, TAS 20-2-94 1111911 O� dg ned a nd sealed b y Jorge A- C zuso� P E (Su bw ftd on der.?V 0-4 Alo. I I- con3posite material 2. -Rigid1nikePVC Tim (Non -white) Rigid YVCL andBfolm coated (Fainted orlaminated) white Ri�gid n3'C to be 2)Ukf0M1StatiC,4jrPMS=rE T4W_perFBCTAS20)-94 010 X 0-4 (Sub m 196f unda ATO-4. v. 11-0197. 41) labeledperiefteacedNOAr's'' **mea Mq, s- 3) Water Test, W, FBC TA 202M _ S. 8 Test itport on 1) Air'Inf*nt ion Test, � per FBCjAS 2,02-94 S. Notice ofAcceptance No. 14,0916.11 issued,to Kinamy America., Inc. for their 3- EZtessoperabkdocmmtistt=plywvthin'm dear width or height per FBC reTurenmnt as applicablia- 4) Imr Missile IaV2ctTest F5Cr TAS 201-94 per 2) Unif birn Static AirPresswe Teg. per, F-BC, TA'S 2102-94 "SeRitryGlast (Clear and X%li te.) Interlayef", expiting on 07MV1 S. 4. Focket walls under separaw approval, to be revieived byBuilding Dfficial �5) Cytk Wind Pressime Loadingper FBC, TAS 203-94 3) Water Resistance Test- per FBC, TAS 202-94- 9- Notice ofAcceptance No- 16-11.17.01 issued to Kirmy _Anlericaz Inc- for their L.Amu.NG: Each unit Sha JIL bear -a pennarmt label vv ith the niam&crurees n anv- or logo� c *,"state d series and .6) Forced Entry Tcsl, perFBC_, TAS.202-94 4) Large N&Oe limipact Test per FBC, TAS 20 1-�94, ­Trosffell, 1.1traclear, Clear and Color PIVRIAterhyer�-, o7king on 0TO&II9, followin statement 'I&a=-Mde,CuuntyProdwtCotitcd,Approvoriioted,hmfi 9 UL aloMi&,idtmadm6-upd=wmpaWmgWbhondtV=:ofvmylsbdm gbssdompTawd 9 -5) Cyclic � Vrmd Pwssme Loading per FBC tAS'203 -94 RENEMALof this NOA shall be coakdered after a renewd aWlication hm been filed and them hm beenno by Fenestration Testing LaUnc.-Test RwortWo-FTL8547. dated 12%115, signtedand 6) Forced Er FBC, TAS 21T7-M Ary Test. per F. STATEXIENTS change in &e applwablebuildmg codene I gatrIT ly affiectmg the perfoamance ofthis product sealed by Idahnis Ortega, P. E__ (Test report w�iwd -m 024 Sil,6 along withinadod-up drawmgs- and installation diagrain of vinyl slidi - glass-dom-prepared - Plilition. L Statement letter ofconforinaucc with FBC-5thEdidoa (27014) and IFBC-6 TERAW�A*110N of this NOA will af*rt&-t%prafi= date orif them basb ari%iij* 4 mthe 4. Test VqXXt on 1) AirInfiftfalion TeStL Per MC� TAS 202-N I by Fenestration Testing Lab, Inc- Test Report No-f TL,6337 , sampks, A I thru A�5,�- dated (2,0171 issued by manufacft=. dated OW14117, sealed signed raMMer, PZ by L y rials, use andlor mmufaefte dr h e product CW-process.Nlisuse ofthis NOA as�=endoaeme& Of d, 4�yprodtt 27)Unifom�StaticAir-ftsmir TeSt.perFBCTAS202A4 1 ibm &ed a n der N0,4 No. 11- 2A6110, signed and sealedby'lorge.k Canso, R E_ (Si 2- St atement, lat er 0 f no financial b aterest. d ated 04A gi 17, issued by inanufhctwer; signed mi for sales, advrerastagor any otherpuqxses " autemakic ally tmmmle this NOA-Failuretor cvwplvwxth any 3) Water Resistance Test, per FBC, TAS2022-94 4716 7. 09) scaled -by Lynn Mllec� Fl.. section of this NOA sbAbe cause forte-mination anAfenwv-AofN0A. 4) 1xV Ms9k.Impad Teg MFBC= IAS 201-94 3- Letterof lab compliance, part of the, above test reports. ALD17ERTISEAMN-T. The NOA numbei piecededby the niords Nfimm-Da de Cmmly. Fjarda� and L folloared by the ind PrMure L�per FBC_ TAS 203_,)4 Cytk.W C. C-ALCL19LATIONiS, 4 'L RE& 10&, Propoml No. 17 -03 97 dated 0 5YO 55 117 signed by I shaq Ckmda, RE_ �*d ekPiration."fe bedispla imadvwtisinglituature_ ffanyp*6onofthe,N0Aisdispkyed, then it shall be Test7 FBC TAS 202-N 6) Forced En" -1= - Author verif cakii1ations and strucft Wy, s, cbmplying L -9 ar w-ith FBC-2014, done in its mifirerl. along with inarked up drawings and ing2liation diagrani. of vinyl sliding glass dom prepared pnTze d by PGT_ dated 5=d 161 xvised on 02115.116- mped and sealedby COTHER IN- SPEMONN: A copyof thisentim NOA. shall bepxoLi&d to the uwby1he:mamAkctumr or its distributon and byFened:ratictnTesfing Lab, Inc., Test Rq3WtN0_FrL "i -dated 12104/15, signed and 4 1. Notkeof.A-ccepL-oceND.15-1210�,01,imzd-roP6ThWu.stnes,,forthm,gaies shall be ava&Ne fi�r ecti�ait thejob site at the. Teq"st of thieBuilding Official. insp seatedby Idalinis Wega, P. E, (Test report �reviwd,m 01,ft,16'aud 0?J1111 6)., 1300. 22. Gla2ink t6ltpheS WA, ASTW-� -09. -557onrr Viny Door ed on-,0444M 1 SWing Gliass (ReinfinT Ml Vq)ffM9 1his 140A r ernies & r ene_=.NNOA;�244429.05 and conai�ft� of this I andeiidewepqgea1E_j.LF_2 E-3, E-4. pase Z",4 )J, 40 E-5 & E-6 as well as approval document mentioned abcw- Idwq L Clmz4z, PX. �Aaq I Chandm. PX, Lla%L CImads, P.E. t ca C� The mkwitted documeattum was rmimed by IshAq L Cbanda, PE. Productleoutrol rzk SLUIFWMSI�r Product Coutral'Unit $%�ernwr Product Control Unit supo"kar -0 co U_ >,e a� IN10A ;N0.4, 1 NOA 34­� U-0,2105.03 NOAN6. 21-4206.0-1 co C= Expiration Date i April].4,`026 Approvil %-te-. Marcli 2555,20!1 Expirstioul)Wet �A�' 14,2016 Approval Datej 11atil 2021 Expiration Datet _AV6114,2#26 Approval Date:Xlarrk .15, rch C" Pago I X E -1 E -3 FGThtdustrirs, lu�. CGI 'Mudows and Doors, 1jac. PGT Endustries, hw. �-NOTICEOFAC�CIE,PT.-UNC-E:ENIDEiNC SUTB NOTICE Of &CCEPTANCE.- EN"ENICESUBMITTED NOTICE OF ACCEP TL 2. Ev idence Submitted -under preTious submittal E ILkTYIMALL CERTIFIC-A-TIOINS (ConbilUe) 3. New ETWence Submitted 5. Quanex Part SuDer SDacer Standard applying with ASTM C518 Theimal. Conductivity _F1249 A. DRANVWGS *NftR_-?ass, A ASIM 0-881 BTU-W hr.A;L-F, A MM STM D3985 0xyVm-?gss, TW G_ S .A_ IDRA,% I. Drawing No. Ml�-_5570-0 RevB, tit -led --Viny I Sliding GhSS Door NOA (114-, sheets I 2190 G-Durabihty-No'fog-Pass.(.Subntkmdrinderpralaits.-NO-4.,Vo.15-04499.05) 1. Drawiwg No- AED _ f' J; ..Vilkyl Sliding Gj�kU Door NOA GW� Sheds I '70. 0 ReV B. titled 1 through 2 lof 2 L prqmred by mffactuw, dated l0,D5!15znd last revised -on through 21of 21, prepamd by manufacturer. dated 10/05115 -and last --rev. ised on 02,0M1 L ft22f2)0, signed and sealed by A- Lynn Miller, PE. C Quabex Part Dura complying with ASTM C5 18. Themial, Conductnity 2-n BTIJ-W siped and sealed by A- Lynn Nfillef� RE. &W _P br.-ftz-,T, ASTM-F 1249 WVIR-Pa&-...,ASTK D 143,4 on L PerrueatiM ass; ASTM,F- Note-- This, rrimion. -consists replacement of same e=wg installation screur with flat head- B, TESTS 2189 I.G, Durability -No Fo& ASTM E 546 Dew � Point Deve1ppnumt -20OF in 49 his- 1. Test repoirts on: 1) Air Infiltration Test, per FBC, TAS 202-94 undiff NO-4.Xv. 15-0469.95). 2) Ubdom- StaticAk Pf esmire Teq, Load"per FBC, TAS 1202-94 with PVC 7- Vision E7dzusiom, Ltd. Parts compbin -AAMA303-13, Valustary'So'ceification B TESTS 3)- Water Resk tance Test, per -F BC, TAS'202-94 Rigid PolyVift" Jbtide (PVC) EZiekior fbf Yj C PMJMM for V� Unisions, Ltd-'-VF-X-1 1. Now- 4) Imge Missile Impact Test per FBC, TAS 1-01-94 AAALA Fenestratm Exterior Nofile Certifikation Pmgram f-SubmAnd underJV0.4 No =IS- C. CALC ILATIONS, X 5) Cyclic Wind Pimme Loadmgper ITC, TAS 203--N 0409.05) L None- alMg Wi iW�-Up dVaWi1W and ift5t� diagrain-of all P`GT Industtin, Inc. 8- Vision Extrus Ltd-,Patts coniplyingwith, PVCAAKk 303-13 rqmsmtative units listed below and tested to quaWD*wsff 791 aridDowsiI983silicones. fSubytiffed inrider NOA No. 15-9469. 0) D. AS-StMAINCE prepared by Fenestration Testing Laboratof y Inc., Test Repoits No.: 9- PVC AAMA 303-13, Voluntay Specifimtion. for Rigid Polyimyl Cbloride (PVC) Exter" QUALITY FTL_789r7 PGTL PW5520PVC Fixed Window (unit 6 in proposal), dated 09-10114 Profiles for Vision Extrusions. Lt&-VEX-1 by ,"MA _Fenegftafion EXtedor P�Mjjje =i Dade DeparL Ilatay and Economic ReWMres gum)- Ment of RegL U) Y17L,20-21017.11P PGT SGD780 Ahmim=Sliding Glass Door (unit 7 in propqs4 FTL-20- Certification-pregmaL 2107.2, PGTLCA740 Alim­ OUigWi[kg CasMent Window (unit 9 in prop" , T1,24- _)F 10- Notice of Acceptance No- 19-1217.14 issued to Eaergi Fenestration Solution, USA- Inc- for E� 3L_4LTERL_iL CE-RTUWATIONS. 2107.3, PGT P`W76MA AhmainumFhced Window- (unit 9 in pmpos4 and IFTL-20-2,10 7A. their -Tan 3040 & ftht shade (non -white) VVIfte Rigid PVC Exterior'Extrudons for L, 1- Notice of Acceptan 6e No. 19-0305.02 issued toKurarayAmerica, Inc. f ortheir > PGT PW7620A Aluntinum Fhwd Window (=it 10 in proposal) dated 07/13120, 9 signed oors_ Windows and D eqAhng on 02iO4)2 1. "Trodfolt Ultrack-ar, Clear, and Color PVB Gbss�lniohy on yets-, pipuilug,,-, 07%241- 0 -and sea& by Idalmis Ortega- P�E. d be or IL Notice afAcceptaace- No, 1"117.02 issue to Energi Fenes= ion Solution, USA. j 2. Noti ccepta CL`N� _�0808.02 issued toKuraray A�mei*a, hti.� for their JC0__.0fA nC D_17 their se M.'s �'"Iite Rigid PVC Exterior Extrits6as for Windows and Doo&'_ ff 4=149 On -SenftyGlast (Clein and Tilite) Gkss Intedayeri". eqnring on 07/040- > CL 0_ C. CALCU. L.A-HONS 022 122 &12 3 3- Notice ofAcceptance No. 19-1106.10 issued io Vision Extmsiow Limited fm their."Brown 0 Ancbor vffifikation calculat,ions. and structural analysis, coavlybg with _YBC 7"' FeneSbtLtio RL ObjfiM 1, Z. Notice of Acceptance No-12"203,03 issued td,Ehergi S USA, Inc. for d), r Extrusions for Coateil(Painted or Laminate NNWW� Rigid PVC Exte WWOW an Editiou (20201 dated W22P20, 11mr-psod by mauu�aclvitt_, �d d se:i'led by their nze & light sha coated C Ell"te -Bro de cap 1?,.� Pv -flor E3 M-sions for and Doors7l, eq*ing an 0913&24� -4-0 0 Anthony Lynn Mlle�_ RE W, indows. and Doors' % vqkring on 04-4625- - 4- Notice. jDfAcceptaace No. 1&-1106.11 issued to Vision Extrusions Limited for lbfir series - I =3 GbZing COW 2. T&kS,Wiflj ASTME1300-04,49� -12 and -16. "VE1 - 000 Tau:202 and lighter sli.ades (1�ion-Whfte) Rjgid C ellida PV C Exterior _0 A QUALM"ASSUPANCE F. STATEXIE- NTS Exti7uslons� farWlndvwsaud-Doors7� r*nngon 11,129121, 0 Miami=I)ade Department of Regulatory and Econonuic Resources. XM). 1. Statecaent letter of confomance to IFBC 71"Edition (2020), dated 04=20� issued by m=&Actt=, signed and sealed by -A-tithonyLym Mller. P�E_ F. STATEMENTS E. ILXTERIAL CERTMCATIONS Statanent letter of no fmancial interest and of7k4ependent, issued by matffacttirm dated L Statment, letter of confonnaam to YBC 70,EdidanL M26), dated 0101421, issued by issued WKurarav metickjac.fortheir I- XofiCeL of Aoce A nthonyLm Miller, P-E, 04/18/20. signed and w&d by A mantiftchm, by J��Y Lynn Miller, P,_t.. signed and kaled U) 'ptanceNo.:19-43015.02 -Traffelt, Ulltrackear�. Clear, and Color n-B Glass b*rlayerf e*uing on 3. Priv-ate Labeling Agreme& documem: between PGT dated 03/30115 and signed by all 2-, Pfivate Labeliiig Agreement dated 0-36&121 betwe.m PGT lndus�uw, Inc. and- CGI CU 07Y%Q4- inimlimd partie& Ujindows and Doors Inc., signed by Dean Xt Ruadr, P.E., VP. Engineering, on behalf of 2. Notice of Aocrptancr No. 17-080:8.X2 issued toKuraMr AmnicajAc. f ortheir both coupades., and'Allfte) Glass Interfavej S', expift on: 67AW-73- Q OTEM]RSL 3- Notice of AcceptanceN-6. 18-1106.10 ismied to Vision Extrusions Limited for their L lbs NOA revises NOA# 17-0420m (PVT w)CGI) and updates�to "C2020 (-I& Edition), G. OTHERS Trown Coaveed (Painted or Laminated),'%Fhke Figid PVC Exteriiar ExWusions expiring W-101- I- TlmNOAn%tes&r-enewSNOA#:,29-o.42g..os(PLAw/c�GDi,,evi,'= llv2,6�, g04 for Wlmdowsand Dsore7, expii* on 0980t24� 10a 2- RER Test Proposals, 919-11155 dated 011 q I.. Chanda, P 0 aWDN�ed by Ift _E. eMM9 A) 1he cum=t associated PIAL, #21-4 05,01, expiring 04/14a& CGIf& 2 co A. Notice of Acceptance No. 1&11016.11 issued to VisionExuusiow LWifted fortheir 04/14P-I- series "VE ION Tan 202 and Voter shades (NLion-Xl'hhe) Rigid Caular Pvc Exterior Ex&usjons for'Wmdows Doors:", 12P-9t2 1. Uj and espidng on 1 �"7 i, _/ 1*44 L. CUndat P1. < lslkaq'L Chsada� I'M. Z IAP�q 1, C%andxj PX. Produet Conkral U" Superviwr Product Cantrot Una Suporvisor z Product Couftol Unit Supem-Lsor NTOA No. 21-01W.13, NOA No.21-02W5.0 < Ezpirgtioal�ateli Aprj]14�1016 E =jivAtion Dade� April 14,10,26 Fxvira 6*41)ote. April 14,1026 Approval Date- Marr.1 25, ZQ221 Approval Dati- March U�21021 _j 2021 E -4 SHEET NO. 1 August 10, 2022 1 1 PA 1.4 N to N +r U MIAMI-Dim M1AMI-DADE COUNTS O O + PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC L N p' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T ('78,6) 3 i 5-2590 v (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVI ENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � Cn -L— NOTICE OF ACCEPTANCE (NOA.) www.miamidade.2ov/economv PREVIOUS APPROVAL ##03-0605.04 1. EVIDENCE SUBMTTTEI? UNDER REV! US . 3. EVIDENCE SUBMITTED! UNDER PREVIOUS APPROVAL 12 0209,12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-09Q3,03 (1) -0 U O O .— -O � �,, i- N Cast -Crete USA, ,LC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS � � � Seffner, Florida 33584 1. Drawing No. FD4612 titled "Precast and Prestressed Lintel Details ", sheen i of I, I _ Drawin No. FD4 I2, titled "Precast and Prestressed Lintel Details'; sheet 1 of g 1. Drawin No. FD4b12, rifled "Precast and Prestressed Lintel Details'; sheet 1 of g L—pL = :, �, Craig Parrino P. Gated March 24 2003 and Drawing No. LT4612, titled prepared by g , g 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Dra ing No. p „'. „ �, „ 1, dated 03124103 and DrawingNo. LT4612, titled Cast -Crete 4", 6 & 12 O ~� > O > SCOPE. „ ,� "Lintel *, through 3 ;1 re tired b Cast -Crete 4 , b s 12 Lintel Safe Load Tables", 1of , p p y .P' . ,, ,� , ,, LT4612, titled "Cast -Crete 4 6" & 12 Lintel Sae Load Tables sheets] � . _ Lintel Sae Load Tables" sheets I through 3 o 3 last revision dated 06112114 all � g f .� Z,3 O E cD s_ N z- This NOA 1s being issued under the applicable rules and regulations governing the use of construction materials. ` . . 'The Craig Parrino P.E. dated March 24 2003 last revision #1 dated April 28, 2003 bath $ , P through 3 r� 3, prepared b Craig Parrino, P.E., dated March 24, 2003, last g te P P y eared, signed and sealed b Craig Parrino,P.E, an 08119/14. F � y $.� to -+--� . _ � O Cis p- `+— documentation submitted has been reviewed and accepted. by Miami -Dade County RER- Product Control drawings signed and sealed b Craig Parrino, P. g y g revision elated March Il, Z008, all signed and sealed by Craig Parrino, P.E:, on CCS -F-) ~ != Section to be used. in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS -- (AHJ). L Test onflexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and t B•TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-p4, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have b Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and PP 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material faits to perform in lire sealed by Christopher A.1lamon, P_E, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig ,Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE . this acceptance, if it r determined Miami -Dade C ra p s d n by County Product Control Section that this product or material -Lintels,dated 05129103 207 a es prepared b Craig 1, Calculationsfor Cast Crete , .�P g P .P y g D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory axed EconomicResources (RER). fails to meet the requirements of the applicable building code. Parrino, P, signed and sealed by Craig Parrino, P.E. ,E, 1. B Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. Y 'pY P g b'u i7' 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved in described herein; and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1, None. Zone of the Florida Building Cade: 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER •Precast F¢ APPROVAL I?i�C[JiVIENT, Drawing I�Tci. FI74612, titled Precast and Prestressed Lintel Details",sheet 1 of 1, Lintels revised on M 1 1, Quality stern Manual or Cast Crete Machine Made, � �' ^�'', f�' F. OTHER otter torn Cast -Crete I.l A Inc. date 0819/2014 signed and sealed t Craig 1, L j'"USA, d / t gn J' g prepared by Craig Parrino, P.E., dated March 24, ZU03 and Drawing No. LT4612, titled Cast -Crete 4 , 5 & I2 2002, - r U3 2 12 signed and sealed 1. Letter fro»i Cast Crete Corporation, dated Feb nary � $n P rttto P. certifyingco Hance with the Florida Building Code 2014 Edition. , E, compliance g , Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino; PR, dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, R E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-030.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1, None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612 titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1< None' B. TESTS County logo. "Cast -Crete 4", 6" & 12" Lintel Sae Load Tables", sheets I through 3 o 3, prepared b f g f P P �' 1. None. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no Craig .Parrino, P.E., dated March 24, 2003, last revision dated Mardi 11, 2008: B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS1. 1None. . None. TERAUNtiTION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. ,done. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1, None. D. QUALIT ' ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Mlami-Dade County Department of Regulatory and Economic Resources (RER). 1, None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County :Building Code Compliance Office; be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition; issued by Cast - shall be available for inspection at the jab site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E, This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-S as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. • C>41ifmy A. Makar, P.E.,_ NLS. ; d +� Pro uct Control Section Supervisor Pro(ruct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 ritiasrFDaia€ couN7Y A Expiration Bate: 09111/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023m ) Approval Date: 08120f2020 Approval Date. 08f20 020 Approval 0812t112020 pp Approval. T3ate. 0$1z01202{i Pagel -1 E-2 E - 3 N xa ca m t_ c ca = E sa o 0 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. Norte, 1. None. C. CALCULATIONS C. CALCULATION'S 1. None. 1, None. D. QUALITYASSURANCE D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAi. CERTIFICATIONS- E. MATERIAL CERTIFICATIONS -E--+ 1. None. 1. None, Q� F. OTHER F. OTHER. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Gast- z (� Crete USA, .Inc.„ dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P, E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued b Cast- g y A. DRAWINGS Crete USA, Inc., dated 0F11112Q, signed &seated by Craig Parrino; P.E. Q 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of L 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast: Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 O < 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. R TESTS L_ 1. Norte. CL C. CALCULATIONS CC (^D W 1. None. D. QUALITY ASSURANCE, U 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. —0 I- F. OTHER L 1. Article of Conversion for a name change. O CU �. w e my A. Makar, P.E., M.S. 1lelmy A. Makar, P.E., M.S 2 Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration !late: 09/11/2023 Expiration Date: 09,111/2023 Q Approval Date: 08120/2020 Approval Dane: 08120/2020 E-4 E-5 0- SHEET NO. August 10, 2022 PA 145 I _T_Z­=;� E C .-,, ZTLIL— TILLIT TESTING 11, ENGINEERING COMPANY JARDIDUC LLrJ1AhU&UQN_4FX0rTZQ_20AJ"A 2 22-TESTREPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 at per section 1626 of the: Florida Building Code. Uniform static loads ER01DUCT1XA=,k 3 � I 0. MATERIAL CHARACTERIST Q3 ANIQ PECIFICATIONA: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 -and 22 of 26, of Product Evaluation Document (P.E.D.), drawing ­_­ I WAT,TRR A. T[LLrr, JR., PA, tilteco@wl.com FLF.B,Ua­Na.44117 R T:-& Li- H.. D066719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-17C Anchor specificaltions shall be as indicated on sheets 1, 7 and 21 of Testing, Inc,, Reports # 96-669 dated 08/0911996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, PRODUCT BtALUATION REPORT #96-T30 dated OW2011996, all three signed and sealed by Hector M. Medina, P-E., Fenestration Testing Laborator)G Inc. reports # 2032 dated 0411811998 and # 2126 dated 10/0511998 -witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIQNS OF USE; REPORT NO.: 20-0720.01 021&OI-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada. P.E. and Henry Hattem, P.E. 7.1. Shall ber strictly in compliance with General Notes NO. 1, 8 thru 14, indicated DATE: July 28,2020 Tensile test report No. 9CM-1 97 by QC Matiallurgical, Inc., dated March 13,2009, , on sheet I of 26, as well at General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (RE.D.),fdrawing No, 20-170 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, RE. prepared by Tilloco, Inc. and signed, and sealed by Walter A. Tillit, J I ri RE, PRODUCT SUIEl-CATEGORYt. ftmot panels 2a _S*rajU,cTuRAL EXQINEERINq CALWIATIONS: I . 7.2. Product may bainstalled within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel longthvis. design defined on section 1620�2 ofthe Florida Building Code - PRODUCT NAME. 20 GAGE GALVANIZED STEEL STORM PANEL Wind load. as well as maximum anchor'spacing vs. design wind load and panel MANUFACTURER. GiWal PnMoon Products length based on rational and comparative analysis, and in accordance with 7.3. Productshall only beinstalled Into poured concrete, concrete block, and LLC, 4600 S.W. 61 Street section 161 6 of the Florida BuIJdIng Code. Calculations prepared by Tilteco, Inc., dated 11103108 and 03/1211 5, signed and sealed by Walter A.Tillit, Jr., P. E. wood frame structures. Davie, %Hda33314 1.. PURPOSE OF EV ALUIATION; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A.Tillft,.JL. P.E. (Florida License This is a Product Evaluation RTEIport Issued by Walter A. T111111t, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilleco, Inc. (Florida CA-000671 9), ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Profts.sional 4. IWND LOAD$�RESLS - TANM ki%W1141011JI", O', N T144 0 i�v - - '0V :_ 7%. '-. Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind 0 .` 11 1W 4/, N . " V " ` ` - �.�., �AEU 0 .P -.�� - This produ6tis being Issuedan Evaluation Report asdoserlbed heroin, and has pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14,15, . .. .: 7t� _,—, I , 41 67 L. I been verified for compliarom in accordance with the 2020 Seventh Edition of the 16� 1 9,25 and 26 of 26 of Product Evaluation Docurnent, (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be asAndicated on sheets 8, 9, 10, I 1� � - ­_ . I -, *,= - S_*_"­ * . - . - Florida Building Code, and to verify that the product is for the Purpose intended at,least epwivatentlo that reculied by the Code. 14,15,17,16, 1% 20 25 and 26 of26, of Product Evaluation Document (P.E.D.), I'll 11 OF ­ 11 A-!,., Swi .,hl- drawing No. 20-170. . I/ i % '--..l.,4.O8 "', ,!Z� � , . 1wW.-..,0, 4f , � -, 1, n� ,�..' ` �0 - w This Product Evaluation Report shall be subject to review and revision in ease of I , r*;";. S/O �# 14411 �'4­ 0- IIIIIH4,160, a Building Codechangle that may affect its limitations and conditions �JNSTALLATION, I Installation shall be performed strictly in accordance with details indicated on WATU 2.-EADENCE SUIRMITTE sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document 1);% TILTECOADMON RECORDS I P. 9. REPORT.20 kGL04A1,PROTECtI0N PRODUtTS, LLC � 20 GAGE I . 51AL—UATION-DOCUMENTUP.E.D.): ( P.E,D.), drawing No. 20-176, Minimum separation to glass shall be as GALYMEZED 5-TEEL STOM PANIEU, ORWG#M-f7SkREP0FEr82G-072oE,D1 DravAng No. 20-176, titled "20 GA0E GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru, 26 of 26 prepared by 'Titteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No, 20-176, Tillit, Jr., P. E.; dated 07128/2020. This drawing Is an integral part a,upolis,', 0"tkIIIIIIIIIIII", Evaluation Report. III fiv. xN,Iktl� A. TQ N, . , N,NN,kk�k k, T-14�/tl* X 0;,� ......... IF ' I N�� -, . Y, ... I-' 0.1%. , � �­ _.- ­0�� ­* V '. V, % - , ��c EI ,ge ". T t 4-, 1-21 � "-,`*r -- -t' �EN % . .., \1\1 - �-, - -1 1 - ,,, . -7::iL �� '. '�:- - I - �, �_,T NII, 44167 1- � . `< __. __ , , I .. ­_�­­ — ", . 157 . ." " 2�� - - - = " - ,�7,� *' ,,, �, :* X. -, a) , - . , , * 1 ., * ,;7"7� I I ;,,,I / _* /I I- � -mib'� ­­ - : I ,:,Z- � Z ' __ . / 1. 6 OF t - - -;-*, ­­W. I 1 >- �t, $ so' ;1�11.1 S, I I.,-*, 40P.10N , "<(., �6 I. "­ , "* �,"­­."' x'� , i, I - , I rl R� ..,*11%_,� . So, I k %� 0 .. X! _...- 1. I ,,,Q,Ni6 / . 63 55 NX 36th Street, SWite 305, Mitur:EL FloridiL,13166 - Phone, (305) $71-1530 - ��,, I M. .... to q I IM.E.I'lk \ Pot WIWI . I . "GIC0 ii.... / - L TILLIT TESTING & ENGINEgAING COMPANY ______ __1.1_1 - - I � , I ­­ ­ WALTERA. TV1JT, JIL, P1. fute I... PRODUCT EYALUATION REPORT ,L'Mt,Z 44L0 I t1,C,A. LiNanNa_1J006?J9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 Shutters PRODUCT SU13-CATF-OORY- Storm Panels PRODUCTNAME; 24 GAGE GALVANIZEDSTEIEL-STORM PANEL MANUFACTURER. Global protectloapmductai= 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EMALUATIQN. This is a Product Evaluation Report issued by Walter A. Tillit Jr., P.E. (System iD # 1906) to the Global Protection Products, LLC, Rule 01hapter No. 61820-3, Metbod ID of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described hareln, and has _ ,, . been verified for compliance in accordance with the2,020 Seventh Edition of the Florida Building Code, and to verifyi that the product is for.tho P.Lirpose Intended At least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revisl6n, in case of a Building Code change that may effect its limitations and conditions 2. EVIDENCE 81.111311111111ITTED' Z1. PRODUCT EVALUATWN DOCUMENT (P. Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by 111teco, Inc.; signed andsealed by Walter A. � Tillit, Jr., P.E., dated 07t2712020, This drawing is an inte I ylt Q', is Evaluation Report. TWO y .o,,,,��.J ...... 4,�,-. 6155 N�W. 36th Street, Suite- 305, Miami, Florida 33166 - Phone; (305) 67 -1531 ul",I!Iprovy&7.YNW-14w(')�s�l�i;jlaff,Tfwl�I � Z2, TEST REPORTS Large missile Impact load tests were performed under SSTD 12-99 standard as ' per section 1609.1.2,of the Florida Building Code. Uniform static loads as par , Section 1709.8.3, per ASTM E-330. Test reports prepared by American Tesdriq Lab of South Florida, Report # 0814.al­�Ol dated 0311 If02 witnessed by William R. Mehiner, P.E., Boriz Moroz, RE, and Henry Hattern, P.E, and Report No 02i 9�01 -09, dated February 26,-2009, signed and so . aled by Edrnundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 20as par Section 1609.1.2 of the Florida Building Code. Test Report prepared by Arreften Testing Lab of South Florida, Report No. 1123.01-10, dated Novernibes-23,20110, signed and sealed byJu)io E. Gonzalez, P.E. Tensile test report No. 9CM-198 by 00 Metallurgical, 1=, dated March 13, 2009, slIgnsdandsoaled by Frank Grat , a, RE $ asper AST,M E-S and Tensile Test as oar QC Metallurgical Report No. IOKMA 310, dated December 1, 201.0 signed arid sealed by Jerry Jacio(ano, P. E. as per ASTM E-8. I 111.141. i'A I 1`11 If ATinl.- On 24 Gage Galvanized Steel Storm Pand for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteocl, Inc., dated 12fl B110 and 08127113 (for this revision), signed and sealed by Waiter A TIllit Jr., P.E, 1,11101i IMP -ACT REM$ . -TA" , _C] _.- E Large missile Impact under section 1609,12 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 2011. 4. AMND LQAM RESISTANCE: -24� Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. maximum panel length shall be as indicated on sheets 31 9, 10, 1 1 i 12 and 17 of IS of Product Evaluadontrocument (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, I 1, 13 thni IS and I 8 of 18, of Product EvaluationDocument (P.E,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter a m,rnbly, as per SSTD 12-99 Standard. EMQp=Ry41u&TWXXXP0XtX0__2#.A-a= 3 1 5-INSTALL&TTION- Installation shall be performed strictly in accordance with details indicated on sheets 3 throu 8, 12 thru 1 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3,6,13,14,15, 15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 0, -MATHRIALCHARACTERAMCS AND SPECIFICMONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet land 2of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-175, Anchor splecificeitforis shall be as Indicated on sheet I of 1 lil,of Product Evaluation Document (P.E,D.), dravAng No. 20-175. 1 1 7. LIMITATIONA AND CONDMONS OF UISE: 7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by Waiter A, T111111, Jr., P.E. 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined'on section 1620.2 of the Florlda Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame sfteturas, Product, Evaluation Report prepared by WalterA. Tift,Jr., P.E� (Florida License , No. 44167,), President of Tifteoo. Inc. (Florida CA­0006719)� WATILL [T-'% TILTrI0O APMON RECORDEE GALVANMED STEEL STORM PANE] _6­J a) a) = U) -0 —M > (D r- I -I,-. L_ a) L- c- = 0 -0 2 C) a ca. CU -0 Q_ . .a.." 0 0 — (n a) _= QD -0 0-0-0 0 - 0 a 0- C 0 3: m C 0 .0 -It-o CU Li- L+_ 0 — M > .Ln Cn -0 a) Cn E L_ a) �� CU L_ 0 C_ r_ � M -0 40-2 . C - -I.- (n C:) - < 0! 4 Z PF mi _____ ___ GENERAL ULAR & LIFE SAFETY STORM EAh!EU 1/4, 2/4. 3/4T 4/4, 5/% 7/5, 1111111101111 03) IN CASE THAT FKrAST SITINE, OR PRECAST CONCRETE PANELS, SFUCCO OR WOW BOARDS BE fWATO ON The (— 1/2-1 I') IIN/110, 2W/10, 3W/10, 4WI -M 2111 EXISTING WALL, ANCHORS SHALL BE LOW ENOUGH TO REACH Tot NAM STAUCTUot "IND SUCH PANELS, *5W/10, 6W/11 & 7W/11 +6/5 1 STORM PANEL SHOW11 ON ING PRODUCT - , 0ALVATION DOCUMENT (PrO.) RAS BEEN VERPIED, FOR COMPLANCEHN ANCHORAGE SHAU. BE AS MENTIONIM IN 9, I) AND it; 62). -,--,-----,---"-""----,-,-------"------,.,I&IW(IvtALyrem)---,.----l---- I--,--.---- ­ ---------- _­__­_________1_I5,Iq6­ (W& WCTH)- - ­ . ­­­­_ ACCOPOWCE WITH THE 202D (7kh MITION1 OF THE FLORIDA BUILDING CODE I I ? I (G) �����IiILDU, ING, I _______ __,,_. __-__­.--_-JJS ... I i � 1: MAX - � - 'OV (OFTEGEK WEG_)­­­--------1­-­-­ r ---I------ DMCN WIND LOADS SHALL BE DETIERIANED AS PER SECT P43N I GQO OF THE MOK M158TIOWD CODE i - f i �6,2="­__­_­­_..­__ � �_ _____ ANCHORS: FOR CONCRETE SEE SCHEWUiON SHWS0111, 0_.,______ %:_� FOR WIND SPUD A$ RMOSTEC, BY THE 4UMOCTION WHERE THESE SHUTTERS WILL BE INSTALLED AND - #14-10 PANELMAT.- FIEW" 10 AND PARELMATt PLUS ANCRORS, AS MWaACTUREU BY ELCO CONSTRUCTION PROOUCM , ___­ ...... . L . ...... ­­ 4 1/4"­ ------- I---- I I LOW 11 MR WOOD SEE SECTIONS OR SHEETS 10 & I -,. = - i i I 0 A -# LAS %BEWS MR 4,04, - - I I I I I 1� FOR A I)IREMoOtTlYfACTOR Xd-I!485. USING ASCE 7-1 6 AND SHAU Not M.UC CHTE MAORAUM Ik&ol) - 1/4 _-upo I *O.- � ,�%�= I I � "'N400" I . i "r,", ; � ,,, �, I- I 7-1-10,­1 "' " �4,­,,_­-I_,iIoE­_ -N TRICK J�JW_11 _X -N 6 a ,,,, �-, a 6 .6 := , , , , I � I" I � DES" PRESSURE "06 RJOWATM ON SHIEETS 7 THRU 12, 4, 15, M 19 & 20. - 7119*0 � W WOW OU$HTNB. AS 01517101TED Sv ALL POINT SC", SOLT IL VMIAU`f M .. , I - d 6, � O-Ow 414. � , I- "I I � , . , , 04VAMM Ill � - CD 1= , - , L . -----I- 94I - - W ', I. I 1, , : ! � � I � � L � , 1­__11_1­_ 91-i / ::. LW IN ORDER 10 VIERIPYTIAE A004 CONDITTION, OLTIMOIE DESIGN WIND LOADS DETERMINED PER ASM 7-T6 I , . I- ASTAI A -Ma t -1 D,M.�0,0�@+@ ,�--7--T- -r­-T---­-­-- , ­ _____ i 11 ; � 71' -1-1 - ----- -T- -------� - r, ol 1) MINIMUM THTMADHED P&NIOTRALTION MO WOOD Of TAPCON ANCHORS �ik ,"Irl /_ 'o 11, 2�W� QMAK SWO kWOU �-_ ALL BE 7 1/2' AND 2- M4 ELCO PA14CLWE PLUS � , , � I 1 ! 40 SHALL K FIRST RMUCED 10 &'�, � DESIGN W1140 LOADS BY MOUIPLYING TAW BY 0.6 IN ORDER TO AND PANEUAAUE� FEMALE RE, F � - -4 OGW MITI TRICK HIEVIAM-1- I'll I _Sw � � , � � , , i , T--!J---t I I =,_ C= COMPARE THESE W IiAk TkSO)COIESION PRESSURE RAV45 INV-ATM ON SKEM 7 THRU 17, 14, 15, III, 19 & 20, /Y-k 2:4W - - / I � - �-. � I I i C= - MM 1 6 1 1 I I " , I ; " I \ 4ALVWZM STEEL _e 1 2,C TO, - (a>_01 (�),@. , .!i = _�� : N��_�� __ I T`P. " I I . , I r.2) MINIARIV THREADED PENETRATION OF LAO SCREW. INTO THE WOOD FRAME LAIR $RALL BE 1 112-. 40 THREADED r-'L.". Typ ASM A,4= `4_;� 11 I I .T. iy i I �' 14 I I I I I I li� I= M PENEW10H INTO STUOM SHALL at CGUS"RED AS PAR' OF THE RECUR" THFWAOM PEWMT*NL EDOE I 'L ; I � I I ca IN ORDER TO VERIFY` THAT ANCHIM ON WIS RICO- AS ItS, WERE NOT TTVVR STRESSED, A ff3X 01CWEA% iN ALLOWABLE - UPAINE 30 AQNTWJM WAR, - AW I i � I C-) C-4 USED IN THEM AN&YINS. FASTENERS SWING 10 WOOD HAS SEEN DETERMINED IN - E SO - __ �T i ! i f �2- �z I I - -4 . 48JW � �V\ I - A i I I . SPRESS FOR WIND LONDS WAS HOT 0-80 "IV K C3) WN" EDGE DISTAPIM OF LAG SCKV$. INTO WOOD SHALL BE AS INDICNIM IN THIS OWING I �, , I 1 I t � I I I I 1 1 I I 00 -0 IXI ACCORDANCE WITTH ALIT& 2018. ,�ITAR. & 48.11, I i >4 � STORM PANEL*S ADEQUACY FOR IMPACT AND MIND RESISTANCE HAS BEEN VERIMa 94 ACCORDANCE WITH SECTION 1626 OF L. - - - - ­1 ----------------- A - ------ - _ , " __ , _ ---------- I i 1 I - 11 I � I I I Bit � At- = LA. C3. THE ABOW METAIGNM CODE AS PER lAIRIOCANE EN NEERING 4% TESTIW INC� REPORTS - , 9 -!r a, 96- 0 C-4) MINIMUM PENEMYTON Of WOOD BUSHING SHALL BE S/S' 1/0 0-20 SCREWS WED SHALL SE 1 1/2" LORD MINIMUV ! '.3 __ _� L .. ___� - - .1 , - ,/, -, AD. i ___ 1 . ., I i -.-, I'll '-L,I-'-- -____L 'LL-11 , I 11 = = - GI 65 50 6 70 W AN L_ ____L_i -1 , -I - ___L__3.__ - _ i TJ - -126 . AS PROTOCOLS tAS-201� T -202 AND TAS-203 WULD STU= COST- AND I* MINIMUM FOR WALLS WITH NO ST%JGC(L _- __ ­­41250" ._� ­ __ _1____­___ -11, ­ ­ ____ '. . - 1-- - - I CIA _= , , , . -"--T-' r -T I , _7 ....... - I r 1 1 FENESTRATION TESTING LAS ft, VIEFORIS #2032 & fit. IAS , I 1 1, , .12' � = AS WELL AS ARO'CA" TEST LAD Or SOUTH FLORIDA RERM 00219-01-09L AS PER TAS 2011 'AS 202 AND C 5) AN CASE T,01 PRM-AST S%� OR PRECAST CONCRETE PAAIELS� STUCM OR WOW BOARDS BE F"D ON THE EXIVANG (I W-M-EAM a END STORM PANEL , - I 1 - i I i , I (Z W = CIO I I � I I - - C-4 :::-, I . � I L� r i TAS 20 STANDARDS. I i � I i I - i , _ ]_ I a - WALL ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STOURTINEV SEHINUD SUCH PANEI_S 187'- --- 1� 7H1 1 . - . ! - i 2 - 2 ALL ALUMINUM EXTRUSIONS -0 BE 606�-Tfi ALLOY AM TEMPER. (UNLESS OTHERWISE NOTED). SEE Sim Z ANCHOPM-E SHALL BE AS MENTIONED IN t. 11, C1) * C 4) i I I __ , -_ - - I CL CD ­iIHF I .- - I : I 1 i I . _­_ � - 4 . = Coo 1-1 11 l i4 "I i , i I , __ + _; - = ' ' - V87" i r I . ' � I I I 'L , . .= = . - . � i ­ - - - --- - - - - - - - - - - -1 (0) ANCHORS SHALL BE W5141,0 M.LOWING ALL OF THE RECOMMIMENATIONS AND V%CIFICAYTONS OF THE ANCHOR'S MANUFACTURER '__� -_ 'L'-. _________7 -20. `0 20 i - - I I I t a CD I ALL ALUMINUM SHEET AtEM USED AT CLOSURES 'SHALL RAVE �105­HI,I AUM, - --- � � I I i I I -:��- ' I -1 I-,' ,.- I -_ I 1!. � I i M E - A -651 GRADE r -W ��LS fAR �Lf_ ­_ �' - , .%4'4 �/4 , ­ i I � i4a, BOLTED PANELS W/ )/"-20.1- 1 " - .% , L IF , L�so` .1 I �_ � 1. . Rrm -'-, GALVANIZED STEEL DESIGNATION W/fY- 56 5 w (AFTER ROLLED). W/ NEA&qV Main , ", I I .IW­ loo' Q _1�5: 3SO, - 304"S"Adh [UNBOLTED PANELS I ALL STEEL SHEET METAL PANELS 94AU HAVE STRUCTURAL CLINUTY STEEL ASTIH A A MINIMUM. 0, �, I i il :�! .- 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLAMN DETAILS SRO" ON SECTION 3 THROUGH TO (SHEETS 4 1 - ft, 0. Ul- .I- L, S "' W. . , 1W _ i I . � I i I . � &S. ". SOLT W= 313r � �, Z, M NAWON 6) EXCEPT 'HAI NEAvERs a & Q) SHALL Hot BE USED, ,>' ,­ I< f I , , � 41 STUD, HEM - ­_.- I (SEE IONS As , � --- M I 1. -.-,, ;;; 1� .,,,'-, i _-L �___� � ,f 70 ARGUE 0 10 AMMILE : � � I 1 " -WINGNUTS 0 � 2 - A.Aw i . . i � i i I 1 3: 5� ALL SCREAS TO BE STAINLESS STM 304 OR 416 AISI SEFICS OR CORROSION RESISTANT MATEO CARBON STEEL AS PER ""I, - ,­� -I � - I 7 __ I 1 1 y '. ,,, .., LIT llr = .. � I [ APT, I E) I I (SEE SECTIONS AS APPLCABU) I 9 a) W .= ON 50015 IT I & SHALL COMPLY W/ PLORTIDA GUILDiNG CODE 91 IT SHALL BE THE Rf9k0N9feUTT OF THE CONTRACTOR 10 VIERIFY THE SCONPHESS OF THE STRUCTURE WHERE SHUTTER is TD BE IK -X - - I,- iqM* � ADD - i I I - - - 1 t I - . /9f: ,,,,�� � � 1, � - ATTACHED 70 44SM PROPER ANWORASE- THIS SHUTTER SHALL ONLY BE ATTA04ED TO CONCRETE, BLOCK OR WOW FRAME , - - _,� I .. - CJ W TT�50 W YIELD STRENGTH AND 90 ksi TENSILE STRENGTH , , ��,,, 31-31", � . 1. ! I'sce , �__ - L !_ I :A, = = SECTION 24 145.41 1 " � I 500, I I ­­ - I ------ �� � , _­ -­ . �­­__ L _ i ­ 6 BOLTS TO BE ASTM A-307 CALVANIZIM STMIL, 09 ATSI 304 SERIES 57AINLMS STEEL, WITH JO AW MNWUM Y)ELO 7 �, � 2- . - L I � I -7- ­ I � --- ­1 -�l-----T--�,-,-T-,--.�'L�--�-�,�', - I a., C Z., --]­ ­ -',�/­__. 1, 1� ---I ... I �Q­i I .L It I" i , , ________TI 125- � i , I ! L = I- I 5 � a"' I _­_­1­­­­,_­$-' M�­­­___­ . "I I 1 ! J 9 .3 0 & 10 ANV ALTERNATIVES So , _�Z__�_�__ - , �___ I I � i 1,1111i 11 , ' I I EO j BUILIT"M � - ,- 2Eor IBr . 2.0017 1 M 1-1, _ I.- __ __ _j I ___1_­­l__­_J ­­ _U i § 10. EACH REGULAR STORM PANEL WITH UENT17145 OVER or -a THROUC44 12'-A', AS PER SECTIONS 0, & 9 /� N�_ 2 12V M31 , AT I Ift 1,,�,�,�_ = - SiRtnolK . I I !A- J75 1 ­.- i_1?5�-�=_ T­ - I .= �/, Tf I 7 ON & OW ON SHEETS Z, 6 * 12 TV%4W Hr A LEGINUE AND OFAOIt'Y VISTSU AENWINGG INSTRUCTING OMER OR / /�, I ,� HEMMIEk,. I I # ,I tvj , ; . Mo = 7 ANCHORS TO WALL SHALL BE AS FOLLOWS' 'TO SECURE PANELS WITH = EIAC , - � � -, I_ I / TENANT DURING PERTWS OF HURRCAW WARNINO - I , , , , Rj , , , I I � I � -TGA4 IS TO SlEAL/CiALK ALL, SWFTER COMPONENT EWES WN04 REMAIN IN CONTI � .. , Pi -I - , �._t.!W__� i__l,SB1_J I I" ! a WIA,X. TRC� otoi�, T, X FIALI A. - SIT, I i 1 - W (A) !� UFACTURED Ir LTA _3197 P.�.) 11 THE IMTALA ON QDWR& NUOUS M�NJACT WITH t­ I I (V I i i 114E avlwncrlo Par)GAIT WoopIRAIN 04TWSIGN� J,OW_L_­ I i ! I � I - - �/4' 0 . 7/S' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT LNC� (MIN, I'F-30W T,A,,_) EHIQ VIEW OVAIL / L_2,UW­_'_ g I � i 1, ­ �l ­ i - ­ . -_ -, � - I I � DIM., ­_ W t - __ li4 --- L, ,-' L I 10 - /4*0 ,A 314- SOLHO-SETANC"ORS, AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SPECaoY Cc, M STORM PANEZ. INSTALLATION S"A WIMPLY WM4 SPECS INDICATED IN THIS DRAWING PLUS ANY BUilGiNG; AND ZONING RECULATIONS, ROUNDIM CORNER 0 ENDS OF PANEL's ,,&A �9 � @,@- I 01 0 W 10i it a -- - (Ml.� et-3000 PX-Q PROVOM BY THEJURnSICTION WHERE I~ IS APPLIED TO, END UP W/ HEMMED EOGE� -! �A o __[� '*4-' __­,___­­ ...... i .- ___ I - 1144-10 PAflil.MATE FVAAAL, 10 & PANELMATE PLIS ANCHORS, AS MANUFACTURED BY r1C0 MNSTRUCTION PRODUCTS (N.T. S) (�) nl!� (�) *ULHUM (�) Am" (4 ANJJLIE MTH STUD @ ANIU WO @,&�)_@, &, ' L , I � (TAN_ t'�=O P-) 13. (4) MS PRODUCT EVALUATION, DOCUMENT (P-E D) PREPARED BY This ENGINEER is GENERIC AND WES NOT FooMuE HUORwRIADN Roffaff-M __S1 __ 3- UNA � - ,/4 FOR A SITE SITM% PR0,JCCT; J., WHERE TK SIYE CONIMONS DEVAlt FROM THE P.C,Gr - i I. pm_� 1/4, 2/4, 3/4, 4/4, 5/5T 7/5. - -0 OF TAP-ORR ANCHORS, AS MANUFACTURED BY TRV-FAST CORPORATION (f'­�500 p-.I,) I ---- ----I wim I MIN, I W/10, 2W/10. 3W/10. 4W/10. 6 I* MITI, � � SEE 00. � /5 A. 1) MINIMUM EMSEDNI'Mil' Of TAKOR ANCHORS INTO POURED CONCRETE SRALL BE I tl-Vi r lOR FAmElMAW QUALE (0) CONTRACTOR TO K R1E$POIGiE1IE! FOR THE SELECTION, PDRCHA$E AND INSTALLAIMN INCLUDING UFE SAFM OF THIS PRODUCT � -::- 1/4 * 2/1A ,�7 BASM ON THTS P.Eo� PROVIDEET "HE - 4 , � I i � __� _� � r4 - 1 I 'IJ i i I 1 1 1 1 � i"�E I � - j I i io ,L� , i I r ,1�s M 1: - 17� - L ,-A, t, o"', 5 WES HOT DEVIATE row Tw_ MaGilaoin, VrYwitn ON TH-S DOCUMENT � 0.344' _I z SW/10, 6W/11 III 7W/11 I - - �.W 274' OW - 7W - I - MR cr TAP-coap ""oz. CONSTRUCTION SOEW AT SfTEE I$ THE CONTRACTOR'S RIESPONSIOLLIT" ; T " f I PAWL .1 . � I o AND PAmENALTE FLus AW I i/A --r. TOP EDGE - , - � , ABBT�_ 'i _hr ' . 17 -30 _WL �, __ __ - 1 .125, � 1/4"0-a 30# SERIES � ­_­ ­______ ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 9J& 9____._____________ --- : I . __ -, L - _F - A F_ I _: I - 7: 1 - FOR WOW SEE SECTIONS ON SHEETS 10 & I i. - __ . I I . A.2) CAU(-IN a SOLIO-SET ANCHORS SHALL BE EMBEDDED 7/8* IWO THE POURED CONC11M No EVELEONIENY IWO (�) THIS PRODUCT EVALUATION DMVMENT WILL BE CONSIDERED INVAUO IF MODIFTED. � i I ZkJ.D. - . - ; 10 ­ I 1640 1 4-- �_i f RNM To I- T I E - � ,� I ! A�7�1.DW ­­ 1 71. /__"� � - _� : � , Aajwn? i/r 040 Sr=o SHAL,L BE PER%Arm� 1,14* a-20 SORTEUS USED SHALL BE 1 1/2' LONG MINIMUM wDuLD srucco Exisn, � E � - - L I . , � I I I . j __� - i - . : S . L; 171. .; 01 L..LJ ND I" MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCRENIS CA ALL THWADED SCREWS W/O ITAD_ (d) SITE SIM PROJECTS bSKA1.4, BE PREPARED BY A FLORIDA REGISTERED ElOWEER OR ARCHITM WH(CH WILL BECOME THE : . 10, 57 1� I -0 M I L L.- .3W r 314 , 7 _. I BUT "IN WINC; NUM ENGINEER RECORD IF_QPj),? THE WEOCqT6��WIO WIU. BE RIESPONSTRIM TOP nff t __ - 1 I oar 3� . @@@I- " - q I L-Ir a - - O' - TKEER A DELEGATED (HOINEM 10 Tot - 11 . . - PE, . S/irav "ME RIA ! ; � � I �;9 . t , or PROM USE OF 'HE REC ; AS I is I I � . � I 'i, '713, E PEC 10 OR V`FW 4 - -#Too AT � s � I � EL5 1(_1)_, & Q ELEVATION A.31 IN CAM THAT; PRECAST SrONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THi EWMAE-EX ViALL SUITHART 10 THIS LATTER THE SITE 5 IFIG ORA ANDS T BE. ; - --I , ____ EXISTING WALL WE FLOOR. ANCHORS SITALL BE LOW MWH TO W-114H 'ME MAIN STRUCTURE BEHIND SUCH fvioltf Pon O~ 70ii� L__L_ - �090 L_ - - _.-il I—. ­1 PANELS ANCHOR4M SHALL BE AS MENTIONED IN A-1) AND IN A.Z) W lous P�FO SHALL BEAR THE DAM AND OFICINAL SEAL AND SIGNATURE OF M PSOFMSpNAL I I - W. .am' � . I - I , - N.Ls- T ; jW0 L - 2.000 --- - (S)ID r - CahvffmA,r&��- ENGINEER o; RECM WAT PRCRARW 1 7�0 ! W (D M ... HOLE WASHER ��� I .) 1/4* M.A, OAR - IC SRUTTER MANUFACTUREIFS LABEL- SK4L BE LOCATED ON A READILY VISIBLE LOCAMN AT STORM I @ 'E" MCA (4 34r_=� T am UMED 2471 _ ��e 4 TAPCON ANCHORS AS MANUFAOURIED BY I T, W SUILM, INC, I --- ANGLE 'r A P94CI SHUTVER IN ACCORDANCE WITH SEMN 1700.9.3 OF FLORIDA EIVIETIM OCCE, OW LAM . T-Ow _� ANCIARBS, AS MANUFACTURED, BY "ALT ING, (MIN, !*�1600 ol,%�,) � - ;-Ow (MAE DMW -1 WrIOLE VAEEEv7 , SHALL BE PIAZIED FOR EVM OPTNING� LABELING 10 OOVPLV Willi SECTION tM,92 OF TK i C"OW (MIH, � We wint Stua ,-.. � I `�R` FLORIDA OUNOM WOE: . GALVANIZED W�EL � __ _1� - 4/4 0 X V. ,&= ANCHORS, AS DISTRIATTED BY AU POINT SCREW, BOLT A SPEGALTY fQ, i .34e* L ,"oi4,#,,!,oM I _­1­1 I ;-' 4 � i (44" aw R..�,) � , 81 00% X. !!��1111%1 .J ­� ­_!___ - __ - - - ______ --- I - 114!�10VIP'A'NELMAM FEMALE 11; AND PANELMATE PLUS ANCIAORS, AS MANUFACTURUED BY LLCO CONSTNTUCTION I ORRWAID SHALL ONLY or - - 4 -Nb, is- "No - � � _­__� It QW_\ ill, .. � ` � ;�; - PRODUCTS (MAL" r­2011 PL.") 000010HON H PIERMUS To THE STATE OF '.. I i 1 3, 41*V1 01 ...... *,--,e ;j,-\ -- - ,- i -/,!n - -� 1 i � r7 I - %. I I � , - 1 4 ' .. I/4- I',- __/ N��_/ 0 kq ft RA: I r I '_ ,Q....-.'pEiI 41" � . ,I - L14- a CF TAI-CRIP ARC�IORS, AS MANUFACTURED IT? TRU-M5T CORMANVOR 7t*,,L 10 1117S A - ­:_ - "� \­T_/ \_T/ , � I I J .Z! . MAX. GAP '" ­%­:.2:.!!44oA FLORIDA BUILDING CODE (14t9h violooffy No, one Zone) � 3 , � - , -, - - ­ - � - , � , - ­ I— Ad � - ,­ ,�.I_... N _ I , L'\�I�* � � 9, 1) MINIMUM PARE30a OV TAPOOk Ahlt�kQFS. ELM PANELMATES MO CF TAP-CFP AIRDW, two file , _IG I 'I .,,T� _ = Z I [ f."� I FOID".'... , FLORIDA BUILDING CODE (Ifigh Valoclio, HIA Gone Zone) aociK don SHAU_ BE , 4/4.. _A�l - ---------- ___ * 'L .". jF :' NO ,,,A ... r t,P : ) , , I _____# e I 1 *1 - :*1 FLORIDA BUILDING CODE (Ifffill VOIOHD!�. HUrri4onit Zone) ..q -11, �, .. I L " com AL=0� Wg- 20 "a GAEVAWED STM STORM PANEL vomw m : � � ; �� .1 , PA .1 . - 1� ' , 4 _MNICIOE. &I TIZEL 1 .0% STATE OF .*,�r coca II WE. V= DJECO. W. F.P. 8,2) CALK -IN AT SOLIO-SET ANCHORS .HALL BE EMEIME10 7/1V` INTO THE CONCRETE BLOW r I I I 1 _�________­�. , _ _ .12 ' .1 W04 ALUT . C', _ I , I __ 20 WE GALVANIZED STEEL STORM PANEL. - . 44167 1 20 GAGE MVANM STEEL STORM PANEL Do" BY: . HWMUoNo.EsoBqIAI - 4 167 1 ,P'- *_ *646 OAWR la, i : NO ,I * = . - ,,,-. FIG .-* - I . : I INTO STVCM SHALL BE PERMITYrol, 1/4' 0-20 SMVS USED SHALL BE t llr LONG � . \ GLOBAL PROTECTION PRODUCTS, LLC. "a'm"" * . ­ 47/311/20,1D VVIST, AND I' UJOWLIM FOR WALLS WIH NO STUCCO, . S-O'. 1 :> =1"C0114c. cKa-,cArs, � 'R % ��, " .... � GLOBAL PROTECT SECTIQN A -el*' CAM a I !� @� KEY HQLE STA OF -Ti- - , AT PANE [ON PRODUCTSA U.C. ' PROTECTION PRODUCTS, LLC, . It =I. �' ­ , ., ,AKY - ni!� V� (9,H)"A"M _­_;�_ - — am w $1 STRIEST - 15, --.."- 1, 11LIECOmr, V"u""AL QIOO tAL III STREET W#14 q . DATE, &T-S. I �$�. E IATE S:��,`- "OF o. ,.�` ­�..Wr.,49��_Xr f"114m, Tact 20-176 Z�71 �Fs Sin- � 0�' - �,� ;,- ,- _ a rXZ!X1 X ATETWATIVIELY, Ila W040 HOT WIDUT �01`11, N. ., I .., ­.- - PIAN ­X Dr - - — - ��_.&A�P, = ("Mo *. �q '. � q - - FAIR "N" n' CIA � X b"IT. n- 1131. - F Iii-i ;__ I- , ":A7 * INIDNII (954)m-no. FAA, (SPI)SIR-aw !M.1 - M.1 - - ­­ ­4-- '- -- '' ­_ � "I'Dia'. iDmIT0�7sw Mi , .�21 7. __F0A,`A,.aA` 11111"SM , - 04.00041tv URANIA; - G-� 6] CIA -lam. 20-176 �-,,,�? N NALRA & AMINUM ANIAL "a UNG 00 Y / &Z At -M I* N11,10 ... I- - .,. OR"" ft! 41 IVORDA - -Downt AV - , � . 1. , :FA - I MFM - OI FM9 � - I - - - -- I PC sek'SUNATIAWtum 111�41 1401011015#1111116� __ I f ) _., , ilmll lall'it I . I - T - - r/I1-X-!W-1r1M=AL - I'* ___ __ STEEL OR NIC000. PLOW STITOI WLIER A =41. PZ I , �= AN K. - . I - SIM 3 W 26 rtamA 447 1 - . A , - I _ _ 2 M 21 - - I - I - � - , - J - I I I I I . -1-1-11­1114111 I ____1 IL4EALLAIION DEJAILS FOR ULAR P-ANEL5CD .&A (a DO 992M OEM$ FOR IN991MON IN MW 919M INTO EXISTIN9 POURED CONCREJE 99 CQNGREJE BLOCK SIRUGURE5 OM 3= Ca WOW INSTALLATIO DEJAILS FOR REGULAR PANELS3LA-0 INUMAI19H MAILS FOR REQUIDAR, PANEL$ .A. -A - VAUD FOR RMA& UfE 2M AND E-Z HAM sm an SIMM INTO EXISTING POURED QONCRETE OR C NCRETE BLOCK STRUCTURES INT = OR PANIELAAME nwa To, .., 0 EXIONg P OM49RM ANCRM I In PLUS OR or W_ . OURED CONCREJE OIR CONCRETE 8LQtK STOUCTURES ­ ­ " CONCRETE 40-M �, grl%w � I I Oft i �, �;M SOMMULE ON SHEET a * 9) WOR." Z 11) �� -, L ------L-- ANCKIONSi FOR CONCRETE SEE SCHEDULE ON SHEET 9____._ --- __ I515Z " , I. I - D CONCRETE � FOR WOOD SEE SECTIONS ON WET 12 -I � I - Al I , --- a ! * . BLOCK 'REOX?"Em. � I' WA`I CONCRETE *KIMAS IRROUCH *I ____T_=AETE - i-AgURE ism sagmax ON - _1� I � , . F i --M 13' M­ 2.67- _I_AAAA11 ��.� SON - - ­ - ---I - � R M. EIL � CONORM BLOCK 3 -1 -, __ - __ --- __ _1 ,,, , - . I L � I �� . i - o,c`_ r-1 0 - W. � - WI MALLEY) CONCRETE ANCHORS SHEETS 8 THRIK01 al \ � - E-D.- CONCRETE ANCHDIRS - � _�' . ; REOUTRE � D � CONCRETE ,,XNURS � REOVIREID REOUTRED I'm 1,- " (MIX OAERUF� -1 am --, I- " W - _. *` .; L .- (SCE WATEDW ON .­ � ING - - - i ow, � f 7 - -_ (SEE SCHEDULE 04 I . � 9MEM a TRAW" 9) a THROUCH ;� t L WNIM-= I : I � ; 1 SHEET 9) I . DA � � � , \ :,-$,�, 1 I i , `M­- � : I L : . - SHEET 93 SHErt 9) , I ! ! _. I - --,-,- I ! I _11E - --I I . - L-A - - , � 4 M70- --%W . . . __ 4 Wr _I* Mon� I __ - __ I E'O 2=_ � � � � ,*! I - 11 � �� i � Q. : I - __4 i � L i : 4 . ; (SEE SCHEDULE ON----! ,� - I I - &S, PAYS _ _ CONCRETE � ,-No.,$. 9, R wo a) 11 n ISSE SCHIMULE ON r - U. =W�i I i I - =W��_ _1�41 1 6�11�A IT ' I I ,,,, ) � %" %r'V ! f*- i �: J7 __ 11 - . , =&PWIM i 2 _HWAc_ % 2�"W_ 1 ,� � � I J 1/4* 4 `L__ I - 1` _ I t � 1_0 .­­­-- I L . . L ,. I 49K , f, �"` �" . i � - ; --- - _____ t - 4 � I - � I . i I . I I., - ,-I I I - I I � 4 � , � . # : I � -1 I . � I I ; I j, - ; I 1" . � � � . I ; � i t � I . � � t i . 0) C_ � . ­ i I ­ _­J i I ,# ".. I -\11 ; � � I ; ; i i Z , , , � i I i _,�\m�1�111:11_1 i ­_ �-V-q) i C=-- i L - q - ---IF. � � I 1 I I ` ' I J I � I I I I : I III, <0D11 I � I ! i 1 , � i 1 5, 1 EXISTING , e ; i V I � I � 1 1 � � ; p I i I L ; � � I CONC" i ED. R . � - 11 i i I A'...'aw �' 1, r C I I 11 � , i � !: 1 ; i -+-No U) I 1 E'O � ;Z r I I � � I ; � - I 5 � 1 . I f i , , I I . 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"� - , 7�7 ! : , ­ -1 L 9-- - I'll _. _ �,,r =3 I I PRA- AI i i r P_ 1�� � , - ��,,,,,4�,��;',�',�,;2 I'll a'�,, 7"--F,�', - . 7 .9 j EXISTING I ,�-;,, -k RMRM �1_ I I rXisitwo PWNp _ � G%Ml -11W "50&4p�m) - 3 - . 1 ; a - , �­­­­­,_ I _--_­-----_ I _111,0"RM� W W �__g � N - I,.- I ,��,� ­___ ___j : ;,-�� ; 1 , I i �:. ; : � � I i - (1) MM, � FORWOODSEESECTIONSOkSHMT12 ------"------- .- ' " - mw%�, � � I i I C- -0 ; �1,. " i �� ". -,-,j, � LL", _W --q I, _W BE= �?' , . I � EP �,-, � I- - __ � I i W C00,01) ,,, - � � ;(AN6 le-_ -1 ! CONCRE I i � to " � CONCRETE Amotim , 7 A ....". 11 � 4 RMAR-11 - ~ NN@mAf%,oAm,_ wwant� 1 (SEE SCHEDULE - I R4 , 11 (�, ,.,, *G � I I I I M W�/i,1.41 UMM � .. i �' � i / � i ­44 -- ce (y) - o""W"' — ­� 4 A (SEE so 9 !I,Xts� a I .11? -',' , " q , I I I I , i r 0 ED. - � , V= � . . d.9 - - W" fow , i "I Cor SO4WLXE ON- T a,.- P REQUIRED- - I � '11, r199 1 5a 711/ir_ !:::1�J_,_-,_ -,- - � � _J CONCRETED" � ­ 4�, � I i I i I I i SHEETS a THROUGH #) MUE` uw , I At mr- j . ! � � LE LEIE i i ­�_ L_ 4 OR EL , - I SHEETS a THROUGH 9) Slims a YNA04,01 *I sHaI a THIATTow 0) " I r. C49-1 ,0' S � I ODNCRM- ARCHM ", .11,61-1 E � � J � -- ---- L '- L­ "I : 1 1/4, MAIL Goo, KIM ON OF TAP -ow � (SCE SCHEDULE ON _­,_­ " ", _1111�� I;- ��_, `�,� 11 1�11�1 � I Li_ `4, , , oo-� � I 1" ,M'P� I ARM 0 .Maw ,� 4 � .... � 9&SO;W ON ,�/ C", . . i VA I J-L­-J­­; i i -1 21,07" $N= a THROUGH $1 40=1=41 I r ��r ... L-11/4' i I f ��' I .J-11.- ) I : I .�_ I � , AN LI, R MOUNTIIN11 ,,, A i � I 1/4's-200/4' S,S. SOLT I t � . ­­ ... I__ i oft oatim -1 *W WILLET) WA&k 00110 r-fluma -0 � --- - AUUMU guillop gia IMOUIMNG wim- MUSING (Q-11,11,A) " IWILD OUT i !1­111 ' I I �, I p :17�-, cu 0- , I .r , - i .­ Ai � i I � IS __4w "a MAP wmw_ -, �q --,, --gi,tas � I 0 12 1/2 0,t� F I CONCRETE APICHORS L ­1 -_ ...".1 -1 ­­ - - - ._. _ D&tf�,* a"." N-W � OPOWN; 011M r * - . - i ; . I � I * � %gpm,; Waif I ) / I . 1�� I ! I 1� I_ , I � =* . i I CONCRETE &AMR$ t WE SCHEDULE ON t/4- MAX W (D L TL---"-/ ----- - __ __ ___ _____ I PAID" ANCHO" STACOM r � ­ I ISEE SCHMUU ON 1 SHEET 9) I ' BE OF COMING at, ��ii.%M:_; i � _­ �q kA 0 1 1 _Eo L I I I ­ 450ma"M 0 NEW I* Wift A VARIES . i/8' � I _n, 4 (SEE WHIED" ON � SHEET 9) - I � --- ". - D%r I L PA@ =) � i � T E.D, - EDGE DISTANM THICK ALUR, TURt OR 1, * � MU , ON � I ,,, CASE F ( I __P=?= OR SECIIGN A -A Cl) ��­_ -rrrr I I � ___ � I ! C (Sm SCHEDULE () ­_ . SCALE 3/i ___� , I 0051ING STUCC01 P,T WDOO PLATE SPACER . SIREM a & § - ,W 04 SCALE �3/3r= I, 4TFAV5. - 1 --(D I I F.� I I & 9) I 1 Y___Wow IMAID � I I 9), I , ­1 BE= am" ac�OLMM ICU I - I 1. � 2EM MCDCONCRER OR 4axwo " I 5 -1 -1 - i i NOTE FOR . 4 MOUNTIRQ GI AND !XALL I i i I I NOTE FOR mitim 1, I I - a MY I' WOE . VARIES , 1/8* -, I , ! I - (�) J, I I . DIR991 MIOUK_ IN L. M , _�� AUJilk ME OR I- . VARIES 9P UNTING 1- - 9, , ,-P PLATE SPACER 71 ; MI. I—, I 0404�U � : I 'fop & BOTTOM MOL"GS CAN K IN i ! � i MA1,10I I "I ­ I COMBINED IN ANY WAY TO SUIT ANY CASE E Ro) SEEMP %wiftalf � 1. lf� - �, 0,jitiloilitip, TOP & BOTTOM ANDUNTINGS CAN BE d - __ I r ,I CONCRETE ANCHOW ­ 11 INSTALLATION. __ SCALE 311 CTION 9 9 COMBINED IN ANY WAY TO SUIT ANY 14 ism SCHEDULE CA 0­1 1, I (I SCALF 3/0-l' SCALE 3/8-1- SCALE Uhl- : I "N", , -LPACR .. LIJ t ii ! 'p, r-":�: 1��W' I INSTALLATION i - =�, , SHEM 6 THROUGH ) 2 . = I - _... ,% I,-, -1 TRAC, �] -If, . . �_ I:_ �R �Jkj^ ­_ , ! ... L-GD , i 1 6 4C_t ­ , IzOtq� A: TkP,/"",.!,, I M I I I ,­­ -x­s� -�._3�-, \��,,�;"\� .%CE1JLV_%"4t_, 'S- , EX , . .. w2h Velocity cone Zone) FLORIDA BUILDING CODE ah Velocity NEI cone Zone) `51ING PDURW , �, � L I - . Velocity Nu Una zone) COMM .., - I .� . Z_ .1 . < , - �_�', -o'"'W" = -T 71?�_W.. P . 02M r4mm VC S WITH) Am. W_ V.P. - � N$4;1__,:A1. FLORIDA BUILDING CODE (Mqh I - , � . . . __.. I UISTIMG A,,F..­ C.EN ..._.7 , LL ) . .1 ... �a � __ NAL= LPAVTH 4 1F. FLORIDA BUILDING CODE ( .14r.-I CONCRETE __�/4 . 1 * -, - AT CONCRETE - � - A =11" It-, I C­ 20 CAM GALVANIZED SM ", I : , s- _., O" in. , . .A I Z REQUIRED. ---7----E,B_--­ 7 I S .aima nrew, W. FIP onav, . A, ITT STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL �,�� ,� * I - 20 UOE GALVANIZED STEEL STORM PANEL 3 MR., REQUIRED ORMIN By,, ? - No 44167 " - aftow W. . , - , I - ____ - . 1 "... , - 3*. . E.D. - 4n,MANCE 1 *-' * I �:� �1--i%-1--11., - IM/Mi/10" - e -_ , _�_� (: = .. � SIP, TATE B '. 1V I E - !; V -. � -:> BAL PROTECTIO WE, TOP & BOTTOM MOUNTINGS __ � __ GLOBAL PROTECTION twi S, "., Onj WEi -;,,. 11LIFE Mc. \ 4I=ajTS13Nr - COMFBNM IN ANY WAY TO SUIT ANY 1 -$�. . t I% . lk� * K I - - coo SHEET "a �, � / ANN, TV C 0-1 - _.\ #= Icr_ $1 ~ Z a I , * I Al., SIEM�� 'EIAM __ "'N _51 ­ —"- /1 I �_ILTE C _�O — N PRODUCTS, UL11 w/u/coc ON CAN BE - PRODUCTS, LLC. CEII ING Ap ,,e ,oNG � MBAL PROTECTION PRODUCM U.C. S ATE 0 9) - S 0 0 .4 _1� CIA *_ �4 20-176 IINSTALLATION, COAL Ft. 0314 of Ap- 41 , .A t- ,_ %�yj ­_ "LUT uVroma a %, io'- 2r11Z_V1`4;" aI g-,_-**"AW -A= off ILT ZkItEf," -1. AV— K. V __ --- 20-176 TAL (ft-lieft-ana, _XA= IIIAM ­ NUIXtT I ft, "I T 1. MOW-' U154100-7645. F�* (O.)00-4W " - - A. Prwr� 0 I—— ­_ -11 11ML � -, " 7!�> - 4= S.W, In SINEVi DETAIL FOR ZAMS RIGUIRED-AL-WEAR 1-1la-0 ZAU 004004 ft � '.. -.1 Aa- IN* - Dowom i,w- ! )Alulk �Z'_> _ . . - PRIME, E%o4)I:r-1A 3"I" 20-176 E� I ... ­* ? ti � 1 n_" � - I #H_1 " . HAN, - I DOW M-l", 10 11 M I - o 9r-.-r ---- AaA,­-----r-" .. . � �� V/ 10 < "MTL2"" U. '4Q VAL t -YE Is __ -%oII;;'T1ft.--N1kAij--- ---------- I "I _ -aw _J I� In, A 7,0Fk,NTBAAr4aEjM , n1i BE- " 0 � - I X o"'U" A E - ' , I I TLW ." P't I - 014 1 I .,I:::::::��_ I " 4��, " T A 19lH 1 411. Vim 4 OA ITS 4IIII , '" - a 0 MO- manil OF a I , LIUMN I.A17 � 011377� Ora L 12- 1 1 1 1 1 1 SHEET NO. SH 1.0 e. _j 4/0, SKM a & 0) WALL AND FLQOR MOUNTING INSTALLATION EQR SPUT EA-NELS i xp "Mum XL. r to 4 411r* WOW xk� '0*0MwaTE w 4 P-40 ffi� a", F FILLED am � - 0=115 NAM I WK0,41, 0. 40 a"" � a 6 24 3.w . =am I am W40" M SW 6 Sly-ARANX To dulw rm" MULLION SCKMLE v.. MULL" REOLNRED WAN (Ft.) TURE vuLUOR M:" A.D." x somow 2" S" slam a . 9) > To TO W-Io` 2" 1 M3`TCNe a � 4 W-Icr TO 8,-G* 2* 5' UP IV FOR A -SA PON PRES"C MrM ORIENTED MOM WULgr SMIPE FrIT06W�0 STORM PMELS ON TOP OR 7 TOP OR BOTTOM OF OP004 (ONE PANEL OPENIME, W/ TUBE To a WM* an I.*DLu ewe") - [Ill Rltlht 1 1.1 JI�- f-fj �jjl]'F-" .1. wlww. VAN - OIL "Mu w9mul-l-b�- SPLIT STM PAIM& EU3fA= I Seat 1/8�-I- INSTALLATION DETAILS EQ8 REQULAR PANDlaL" INIQ EXISTING STRUDIM -W90D C0-"Am X, :4 --------- - I 1 -1 -- v 4F low" %.XDAL v- ME - ALUNIME Sw it A I CEILING & FLOW MMMIN2 WN uoub= WALL WOUNM 111MUMN - ALTERNAMYE INSTALLATKM - ALTENUMATNE 15W (SECT11ON At TOP IS LIMITED TO +M5-67.0 MAX. SCALE. 1/4* t* A.SV� OEEMN PRESSURE RATING) SCALE- 1/4* 1' WAM 1/v marts "W A� TIQ' 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH &S,D� DESIGN LOADS UP TO +55,5, -72.0 AND PANEL:S LENGTH UP To p,&,f. 2 fOR NEW WOW FRAME CONMUCTION! WOOD MEMBERS TO BE SOUTHERN .6 RIDA BUILDING CODE nh Volocity Hurricane Zons� PINE NO. 2� W/ SPECIFIC DENSITY OF O�55 OR EQUAL 02M TkT= M 20 SAGE GALVANIZED STEEL STORM PANEL F.P. No. F4167 NQz-EQ&sad8wMON QF DUCTS, LIC. OF - GLOBAL PROTECTION PRO /V Ecom,\ 140, TOP * BOTTOM MOUNTINGS CAN BE IL R jow Alk E 1" "Od" QD54NW-?S4$, FM M4*0-042 20-176 COMBINED IN ANY WAY TO SUIT ANY . mwc N�- INSTALLATION. - 2111 1 - - F-91 I 1, UM A-111A DOWN ERESSURE Nrg A D MEL LENMIJ "0 SVIOU AW 0 ANI Y PON PAUM-q'* A1fQ �MtAnbkk AN OCR "rTIONK. I IWIKI I n 8W � A A� VA-Wo ASA vw- =6 THEM +M& -72s M LESS Ijw &INSO&M I t" a A 7 --!:� I a At 7 -lo �w-ry w-2- v- Tv +A3,8. -4" Ir-w OR LESS 3 1". RD rTa ",a -WIN a. a a - SOLID) W/ I14`0-1QF1'S* " & "MIT AX IMORAF A M&JWM Or INVIEL Cftb MY FOR PARELSM& 0 IMSTAILLAT06 AS PER SECTIONS I THRU 7. ON SHEETS 4 a, 51 VAN" &SQ DV$M PAMSURE itoox; to.".) MAkAw MOM" V�aw N* ED - a 1/2- - To A ART C*$4#4ao� OF YNO0 , MAXAAA` 1!1-11) Ww" tv TAP�twf OALK-w mINOWU FEAANL� 4 W-wo, To Omoam 10 vowcom BLOCK to ftwobw 00am m4wt AD ftowint c Tom TO w4km Dow -0mcaw CONIAM BLOCK NIA N/A r e N/A M/A I M/A - w N/A -;,-* -ar N/A VA NIA r N/A 0- WA sr WA -SITS, -1" 07 - NIA V. W/- Ir v- - N/A 7-V ON LESS OR LESS v NAA N/X 1. tr 1. Ir r X/A VA WA r N11% a, ;Z-A a- . -2 �' e. Jr sm smans Nz & t I IDA moan m pmw FOR wumATKINs wm wow Fa" vown. ro, LESs :="v=fv"01ACoF 12 AE . W F*L`DeND pw OAM DIMMED FA" =%.112 F"Oe'"WL" M"k"N" AT JORDIE1 J.04 ANOWIlt TIM Ile. 3 AvJyL ra ELK !em IV" 3 Itr 1. IUSTALLAXIONS ARE ONLY VAUD FOR BUILDINGS WITH A-S.D, DESK.N LOADS UP TO +55 , 5. -710 PSF AND PANEL'S LE�H UP TO W-r 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO� 7- W/ SPECIFIC DENSITY OF 0.55 OR EOUAL I TOP & BOTTOM MOUNnNOS CAN K COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. t 1i 7- D,- WWD PLATE AMNAM 4w Ali" COW"O M93 -- -6 Nam � SHUM TRWACS NOT SHOWN FOR CLARITY MAXIMUM A.S.D. 12ESIGN PRESSURE RATING (gs.f.) AND CORRESPONDING MAXIMUM DULE EN REGULAR MRM PANELS CU A Q INSTALLADONS INTQ ETE & CONCRETE, Ru (VALID ONLY IN, PANELS C& @ INSIALLAMONS AS PER SECTIONS I THRU 10, 014 SHEETS *, 5 & 6) ANCHQ MUM MAXIMUM 94OWM SPACING FOR EM - 3 TIr &SO1 On" TAPCOW OF TAP -OW mx-a PhROLUXTE PDOU w PANELAIATE PM sow so To SECTIONS If & MMMUM PANEL PRESSURE TO TO 10 TO TO ANY ON LOOM V W FARM TO CONCRETE DONCRICTE 70 COKRSTE CONCRETE! 1 TO CONCRM 1 CONCRETE: TO CONCRETE COMMETE To CONCRETE CONCRETE or TIMM TILOCK BUICK BLOCK BLOCK KOCK N/A N/A N/A 6. N/A 61 N/A N/A N/A I (TOP) fi* 4- N/A NIA 6. a' W, 6* N/A NIA I (BOTTOM) 1. W/A N/A N/A N/A N/A N/A R/A N/A 2 (TOP) 1. N/A N/A N/A N/A 1. N/4k v !/A II/A N/A 2 (WITOM) -7ZO 61 WX N/A NIA e N/A N/A N 1A F �/A vo,) To w-e OR LEMSS 4' t/A %/A a' 67 r N/A N/A 3 (aOTTOM) Or N/A N/A NIA 6' s/A N/A N/A N/A NIA 7 CTOP) Ir A- W/A N/A 0. R/A X/A 4 & 7 (BOTTOM) -;�A N/A It 1/2' f, 1/4* 1 12 1/2- 6 1,14' 6 1/4- 6 1/4- 1 5 1/4 6 1/4- N/A N 5 (Top/gorom) +60.0. -M.3 N/A N/A 12 1/2' 6 11r 12 �/2' 6 1/4- 6 1/4" 6 1/4* 6 t/4' 6 I/C N/A NIA 6 MP/WTTOM) �W-e TO 11--2- +65.0. -72.0 N/A N/A 6 1/4- N/A 6 1/4- N/A 6 Ile 6 1/4- is I 1#r- 1/4� N/Ok W/A, 6 (TOP/801TCHA) W-a' TO 1 V-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4- 6 1/4" 6 1/4- 6 1/*' 8, 9. 10 (TOP) -43' 0 61 4� MIA N/A N/A N/A N/A N/A a' 6- 8 1/4' 6 11/4�' 8 t9O1`T0M) OR LESS 12, -41 OR LESS tr 4- 1 N/A 6" 6- 6 1/4- 6 1/4� 9 (BOTTOM) N/A N/A N�A I N/A I N/A N/A N/A NI 6 1/4' 6 1/4' 6 1/4- 10 (BOTTOM) Tr SEE SHIEM 1% 11 AM 19 FOR ANCHORS TYPE A SPACM FOR-INSTAUATIONS INTO WOW FRAME VAMW MINNILIN, ANCHOR $POCINGS AND MIM" OW INSTANCE ARE LESS I" INDICATED w SCHEDULE RMICt IMPITWIP016ILL It Ev Im rOLLOWRIC fwW MR .0 .= Rak�,CED fACw SMLL W IIE LESS MW MIMWUM SP004 01010AIP FOR EACH ANDKOR T===. 0. AM= 11K FINALE a KIM SOLIO-10 00%lifluttf, �00 A.- 3 3 TI72 -11, W... %p 0,- W.) 3 3 In 4 3,/2 1- * e % - * IDA BUILDING CODE (IjIgh, Velocifir IN cone Zone) Aaft EAL am f III. 4167 %ofte -&TEM qgv� 20 SAGE IiIALVANIZED STEEL STORM PANEL rp 2 Ilr + IN, IN, It �-Tl T9 ��-p GLOBAL PROTECWN PRODUCTS, LLC. �� Man W, MM. IV AS lot, I - � t 51 SwzET .oD 'Oo i. tt- - - TULA wr- 0") * - � A-Z I= WE m. =I. �-M 'How. C's. - - )JES-7-M, FAV. D*4)M&-Mj -v I 20-176 C. . SHEET NO. IS H 1 . 1. NUALLABON DICIAILS EQ8 REPULAR EAN A a INT.Q EXISTING MMD SIRUOURES 7-1 ilk lit PARELMATE PLUS -414-10 6 *1 1 7/0 1=-17 MN THREADED PENETIM" TO THPI ParmnoN to wow EXISTING WOOD HEADER OMNO WOCO HEADER HEADER wwlaw-� f EXISTING vim OERF SW V VIM ww mc- 2-Ile ot a 1�, &, TRE G 0 SEE SCHIUME ON SCHEDULE ON SHErT I Sim a a SHM FOR N*- TON W. suvjwm FOR W. =T- To TO GLIM. ill Mo� PANO IENGIH M. PAMI IINM I (SEE s M 1) (stE NOTE 1) S41, 41v wag Mar 6 CAR, OVEJL* Or 'L" OF 'L OF MAN 1 um ni-7111-� 0 12 Ilr ac 4" 1�4*0 LAO SCF14INS -b fi* 0'0� W/I t/2 2,1. wow MIN. THREADED rw wDO 2W WOW PLATE o-' EQUIRED REOLORED PENETRATION AT, MID"rK OF PLATE .�rATE AD WIDTH OF PLATE 5 O,C. suoum W/ J? AT MIDWOTH OF PLATE ALI�� dw Dual mou LLAW INSIAUAMH Wk I"BrAU"M DIV M MOURT 'LANA scas 3/aw I" SCALE 3/8-1- I� INSTALLATIONS FOR ALTERNATIVES OW, OW & IOW ORLY VAUD FOR BUILDINGS WTH A,&D. DESIGN LOADS UP 10 +43,1L -48.0 P,S.f, AND PANEWS LENGTH UPTO 12*-4* Z FOR NEW WOW FRAME CONSTRUCHOtt WOOD MEMBERS TO BE SOUTHERN PINE NO 9- W! SPECIFIC DENSITY OF 055 OR ECUAL FLORIDA BUILDING CODE (Nigh Veloalty Nu one Zone)l M= FOR WhOWM OF SECTIO z 41 20 SAGE GALVANIZED STEEL STORM PANEL z z TOP III BOTTOM MOURMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY s GLOBAL PROTECTION PRODUCTS, UC� WV� Z:Tal7:: :C a � I =I. INSTALLATION. mo 4WD 4LIL 513ff Me- 1�tv- OW --w, ZO-176 ZwC=",.qW-,6"4 MIQW-' (2541= Ift"D04>000-OW ,Ove �Qoopks W., WER A 4, P.L MEET, tz or Is Ft~ Adus? Cn > 2 CJL C- 0 Cu 0 -Cu 0 = L- 0 CL. C: 0 �g: CU = 0 0 Lp M u- ,,- C:) - M > Cn -0 W Cn E " 0 0 ca 0" 2'3 .- . G co/) < w mi Ct* 00 'CL) LAJ C-4 cm, C-4 cu CM W cc C= E Cc In 00"clam OCHM CONCRETE ANOHM MR CONORETE ANCHONS: SEE $01EMN An 14,� LOCATION tsir SDewu ON- FOR, NOW ww� SEE SECTION am is ALIERNATE Ow SHE 14) 1, IW/15 LOW 0 INSTALLATION MAIL$ FOR OPTION I EQR UFE SAFETY QHM PANEL SYSTEM *1/4, 2/54� W4� .3/4 OR 411 2 - I END I- Y'l 8 IW/15 C END POURED WNCRETE 4-'�AT IaLAG SCREWS r Ox. wl 0 EVERY A.- IN OVERLAP INTO EXISTINrz WOOD 5JR PWRW CONCRETE C") W"ED Al 0 STUDS 1b EVERY 0 C f 10 W. Cn jig 112 1* F TTUT To "77 P WOW" PA"aI p0w A- I* INTO SEE INTERIM PANEL END PANEL INTERIOR PANEL 00 PANEL 4-0 it EO[ /4* !f� SEE an - , L- I OR 07--/ SCHEDULE E)NAt REWJM ISI- WORM f2 MR 1-T FOR To IMP OR DIRECT Mwwv ANCHOR M", ANCHOR "io= V SPACING SPAQ71,-;r ugow T AT DETAIL 1 WALL MOUNTING INSTALLATION SCHED= I QETALj--,-fL00k,M!DUNjINQ INSTALLAMN (APPUCABLE TO SCHEDULE 2 0 AT 0", 7 SCAM 31iir - I' HIT)- .3 1 ZL -.. p1r=- T AUERNAEVE I ALTERNATIVE 2 0- 1/14 POURED CoNckm 0 :vt4) MAXIMUM AwS.D. DEEM PRESSURE RUING J.) AND MAXI" A-S-D, DENGN PREW&E RAYM (2-s-f-) AND CORRESPONDIN -- - - -1 -N I 1 0 EtHESEQNDINQ MAXIMUM ANCHOR SEACIN "XIMUN PANEL LLN9XH "O-WKWIL W/15 INSTALLATIOM 10 CONOM A CMEM MCK STRUCIMBES -11MA V4, W4,,3,/4 OR 4/4 1*,. & �W/l r:i:,: BE 1, AILTERNA3f LOCATION SEE SCHOOL" 04 SWEET 14 _J. ON in Sum PANT1 i-- FOR M� AREA W/NO Let SAFM PANELS LOCATION OF LJFC (�M NOTE I KLW �VWTON W SAFETY PANEL WAMW &SA VRODIN IF UP -Ow I W" FRO -Wit FEW 0 AF-%XAKE 060 -72. TO W= 0 (SEE NOTE I ED 77!!!7�- W10 REGULAR TFACKS OEM sEctow UAKNIUM Eat PLI INSTALLED AS CONICITSIS ,&M Dozen; KAM mwm CONM, 0040"Im" MIXED: SLOCKE V OF 1"M SEL." SE PROssiff it, FOR Mv"M Tft A, CD VA NINJW ANCHOR SPAONGS AND MINIMUM MW O"N" ARE WOOMWO 04 tfi* UHBKAE, "IN To FrIA N N/A 1 0'0) I FOR LIEE SAEM 10 W WENOW N/A, _ __�L/A to u3s THAN NOWBI ON SONVIDLU MMC AN04M WADING of MAXIPLYOW SPACM to 77 OPTION N/A A/A, N = p RkTWO (10A SOF RIM skVINO " OW&LAWNS am wm f?AW SULOM ST ALWXVS IR: �L __!: ROWOWD FROM INSIDE P-ANEW) & ab or 0 -720 7� 9' 9 9, 1 (BOTTOM) 51-01 OR LESS ON SCHEDULE of ITHE PIALLOWING FACTORS. rw VA OpEwo" TO WE POSPOLL E0[ RVIDUCOO SPACM ORIA&M V904 FACTOR SHALL NOT HE LESS THAN 0110" SPACM ODOM FOR VCH AW"M IM AT ANCHORS LWW k/A N/A N/A r NIX er N/A N/A I * 2 FOP) A WOW PLATE 0 1LUMION -720 - >5'-O' TO 'i Rrowu WILL M TINQ INIMUMION N" AND FLOOR MOMNIG IIWALLATION 3/32*-1* 5- a- jr 7 1/2- a- 1. 1 toonyw) _Ytit- /4'. Tie.- 1/4'. W= PLATE TAVEIN 0Mx-Jk SCALE SCALE, 3/9* - I' /A W/A N/A S' . ...... .. WA MIA, L* W, To .-r 3/8' @or -72,0 M) -6 4' Ift� AMUM sp 3 3 �1 s I, 3,A 1A PANEL) , - t 1, 1 11 C-L ALTERNATIVE ALIERNATIVE I LIFE SAFETY STORM PANEL CAN BE LOCATED 4 AN END PANEL T CL)" C, "ft a& TEW OMMM FACIOR tin 1/4 W OR AS AN INTERIOR PANEL CAW PANEL UXATTON ON BEWEN EN AN a 0 .-f r M%Iaj 1 1/2- LIFE SAFEN PANELS WAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS Won, tm%ff- SCWM!i4 a 2 MW/ &2022"" 3 LW (W/ OR V�10 REGLAAR TRACM) SCE "0", 1) Cu MMP� �a I no a 5/r AN, MW TOP av!ta Caton$ r "ANDIWOF10" AP To ,�ANCL PANEL CMISTS OF 0.039* GA0AWED STEEL STORM PANEL AS SECTION 8-B (fL) OR, ALTERMINE W= FRAME WINDIDONS ASHOR ACAMNS, 5r I - - -- am- o4 D.-M -too /4r 90"- 3)V - I - PER MOE SHEET 2 OF GNAWING. SCALE 3/321-11 PRESSURE - AwOlmof ff. THIS ITSELF 10 fg REMOVED OR INSTALLED FROM THE INSIDE OF 014M4 f-C) Mi.- MII!, TQ Met 3 s STRUCTURE, NOTE vikot" TRIM NOT SHOWN M CLANTI, +49.2 -61.5 3. T 41 4 T2" 2 (BOTTOM) 7- A= /2 J. UFE WETY PAND- REWRES TOP TRACK TO BE COMPONENT W BOTTOM ntACK TO WAU. MOUNTING iNSTAUATIO ##' \ T +5218 -G&O 2 MOTTOMI) 7'-6' OR LESS ...... BENC 4TRAS THIS DRAINI ALTERNAIJIVE I Lu CD = .T 2 F 3 1/2- 2 (BOTTOM) r-r OR LESS 44167 NSM AOL Oft FLOOR MOUNTED FOULWNG SECTIONS I a +55.0 -72-0 2 1/2" 2 1/2 4 2 ON THIS SHEEt. AS WELL AS DETAILS I & 2 ON SHEET 14, so". W NIA NTITOM) � �r % 1. FLORIDA BUILDING CODE (High VoI*OIty NU come Zone) �55,0 -72.0 2 1/2' 22/2 N/A -6. TO a-w FLORIDA BUILDING CODE (8gh Velocity Hur come Zone) 7,-6. To 8,-,r FLORIDA BUILDING CODE (High Velocity Nu cone zons)f 4� Min, LENGTH MR No= ikTum m 1+55,0 -72,01 N/A t. eme ".7100. INC, o2w mum Pr_ rp, Mo.. ANCHOR SPAC-INaP MAUNi (D ANCHORAGE AT BOTTOM IS GIVEN ON t rp, SM 1+ 20 CAM GALVANIZED STEEL STORM PANEL 20 GAGE OALVAWTZED STEEL STORM PANEL 20 GAGE GALVANEZED STEEL STORM PANEL SCHEDULES & 2. cum or, Alm 11 OWN all CPA^ a, COMPONENT 6 MAY 9 WRENT 09 REMOVABLE, AM ONLY VALID MR WALDINGS WMA.S& OEM LOWADS TO EUI OM of, GLOBAL. PROTECTI per AND PA"ws LOWN UP TO III-s" LOBAL PROTECTION PRODUCTS. U.C. DATE Z 4WO SX M SOW 2 FOR NEW FIRMIE CONSTRUCOW WOOD MIMSERS TO K SOUTHERN z $, SEE DEDAILS MR INSTALLATION Rim wooD nPAME BUILDINGS ON SHEET 15- 51 STRW Tal 7�E C 0 =j... �! 'WHO sm, 11 Sam IILIECO...*\GLOMPROT'C"O"PRODUCM U.C. T-I ON PRODUCTS,. uc. PIKE ft. 2c SIOCIFIC -> IT - Z11 iT WE. FL 31314 U31. SS" FOR THE INSTALLATION OF r TESTM A ENGINEERING COMPANY 20-176 64)w-sm 20-176 -DENSITY Of M55 OR EQUAL 20-176 wk =I.,- �Zwcwwn.. (5,U)06�7545. FAX; (054INNI-0710 - 0* �, - 't, fo ONN I" < SEE SHEV 4 FOR DETAIL APPtXABLE TO THE RECE FoW M4)6W-#W W SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOO BANDS, I W wow" NA, P't Px- P E %N4-~TLMWIMTE w4cm 4 IDW CR 542M, W� 44,112 or 24 Wwu OF CO 'a Of 29 "w (SEE SECTIONS ON $� 17, 18. 19 & 2Q)­­,--­,­- 3: Lim $All#, aw/20 a OW/20 0 0 0 0 :�AL [A jr MAX� PAN LENGTH 4'Z- PANC, SRTW COMM "a Me a LOT & R" AMIL" 43 MAX. 40/17. 50/10. 3 WA4 ij: MON, '."IAW/21) Emilim SM/20 -ANCHORS (SEE SECTIONS ON SHEVS 17. 18, Ig & OPIIQN &2 FOR LIFE SAFETY STORM PANE �1 ELEVIATIOR SCALE 311V-I* 1/0 wA:c w SEOON A -A WALE MAXIMUM A.S�D. 4GTH DESIGN PRESSURE MINIMUM SEPARATION I PANEL RATING (p.s.f.) IS) TO CLASS CONDITION +55.0, -72.0 V-8, 2 3/4- UNBOLTED INUALLADON DETAILS FOR QEIQN #2 EQR LIFE SAFM §108M MNEL SYSTEM INIQ EXISTING POURED ONCREJE OR CONMETE BLOCK STRUCIU80 TIPCON "C"m TAPOON ANCHORS IL4; TAPCON ANCHORS __V4* TAPCON AMC1*AS It. OZ. mt_ 0 111 D.C. POURED 0 POURE" EROCIM! REQUIRED BLOCK REQUIRED I ROCK REQUIRED i I rr- I Ile 1 1/4' Ile !WL_ CONT. to PLAN r 41 If If 11� 111 1 J GLASS qLAS5 A "'.Apt evill Mal 0 47 Ir 7777 _3 CD E.D,- E wo 'z -SH" 0 12 t/r OX� (BEYOND) HOT INL "' 012 1/;* 04, 4* T AMCHOft 2 4 1/2* Oz. IS, W" OUG) & 4 1/2, 01c, (WWEM W/ STUD) BID GTE 'ONGM. 1.10 6NUM97 Too, GO 9%. ;If ip REQUIRED REQUIRED REQUIRED WALL MOUNTING INSTALLATION WALL Mpmlll��LLATIQH ft" MOUNTING IW�IQN WALL MOUNTING INSTALLATION 2111-1 mo 0 LIFE SAFETY a REGUff&FL R LIALLUMANIEL SCALE SCALE 3/8--t- SCALE SCALE 3/r- I" sit ow 12 A 20 MR ANCMGR5 TVE SPAM I'm NSTAUATIONS WM wm FRAME SUILD14c. Me, '"Com smm 0�1 ....... MINMAUM AMMM SVZV45 Aff) MINIMUM to _�; I " *" . AelotAo' ED" DISTANCE ARE ON The SCHEID= FOR Ea =Aw. 110=m- �0""'po I FLORIDA SUILDIN13 CODE jtgh volocify Hu clonit Zone) SO4VAE RMICE ANCHOR SPAONQ ef 4A6 I watol. m FP. "my"I'll SPACING SHOWN ON SCHMU FROM 20 CAM GALVANIZED STEEL STORM PAWL w IK fou.40*4 wale, " Pita DAMON ev, opmom III at = t N,.L NaT LOBAL PROTECTION P1RwfwO10wwUCTMS, DUE, SPAM 081000 K LESS IMAN mwom VOC94 0AM0,101) " .pl_ /-r1L-rE-C10\' G MR Do# ANDIM rm ON TKA WAVAI: 4M SA� 61 SPW mor AL " wwwww"mir 5! �M a i7 OF 2s INSTALLATION QEIAILS FOR QPT19N #2 FOR UEE MEM a108M PANEL SYSIEM INN EX15IING NURED CONCRETE OR GQNQRETE MCK MUCTURES 1J4*.TAPCON ANCHORS I, 94CHM _.,W.1APCON 'a Oz� POURED CONCRETE OR CONCRETE REQUIRED 1/4' REQUIRED r-c- 1/4- ILI) 9A, F�ffLVATE PLUS W.1 0 a " Ipll/ 0!2' WING Kul WASHOR r AE*UtKD W&L MOU1kMNG INSTAUAM 0 �� SCAM 318'.1, SM BMW 10 & 21) MR ARVIONS TYPE At no= TYPE 1/4'. i/.-e __ SAWNG FOR VISIALIATIONS INTO WXOD mo� Now smamo 00 fRAME RXDM mwww ANCHOR SPAM" AND MANAUM EDGE DISTANCE Am "a"'GED 04 no 3 3 MR ELI Lm THAN 04r.Alm $0mv REM" 09>00ot SAMAK BY AmK EA an molm am LIPEPATIGN TO IM POSMIaLt MOM$= . ......... SPAGN' WAM UW FXW MM INUCAM SCHEXAS 4�_ X 313r W" W10 WAU Mgj�LIATION 0. LIFE SAFM PANEL SCALE'3/w.l* Cf) > 0 CL 0_ 0 0 (D +, W "Fn =3 -0 0 0 -C13 0 221 q C C) .0 LL t4- 0 > C/) U) (L) -1.­0 M 0 Q. 40 _+_0 U) C) < 7 7: 'L INSTALLATION DEIAILS FOR OPTION *2 EQR UEE SAUTY STDRM PANEL SYSIEM INSIALLAIMN DETAILS FOR QP110N #2 FTH USE SAFER 519RM EASEL MIEM GOO& HOTES�- VAI H) E-2 H" =RM PAM INTO EXISTING M9D MICTURES INTO EXISMN!Q WQQD STRUCTURES I E-Z HANG STORM PANEL $NO" ON THIS PRODUCT EVALUATION DOCUMENT (P.LD�) HAS BEEN VERIFIED FOR COMPLIANCE IN at) MINIMUM EMBEDMENT OF TAPCON M04ORS AND PANELWIt FEMALE 0 a PANELNATC PLUS INTO CONCRETE ACCORDANCE WITH TOE 2020 (7JN EDITON) OF THE FLORIDA BUILDING CODE, BLOCK &�mk at t Ile, 902 DESIGN WIND LOADS SHALL BE OEMMINIED AS PER SECTION A 620 OF THE p k4"ONED tOF, 0.2) MINIMUM EMBEDMENT Or 1/4-0 X 7/6' CALK -RI ANCHORS SHALL BE 15 T/B' INTO CONCRETE, 01 FOR A V L%DMTK)N EM EM Kd-0,W 145M. ASCIE 7-16 AND RS YOU BE 'MST to I I/e #-ZO SS SMAX BOLTS USED SHALL BE LONG CNOUGH(SHOULIC ANY ftSti MATERIAL EXIST) TO OWED RED BY THIZ JUR WHERE TligE AN NO KOWENT' WO ANY FINISH MATERIAL $RAW BE FtRMITTED. S LL EXCEED THE MAXUtUM DESIGN PRESSURE RATINGS IND)CATEI), ON SAMS 25 2e. S FOR 1/4-0 IAPOON 0 a* O.C1 04AGE 3/** INTO ANCHORS. t/4-0 TApCQN a V D.C. -call -0 TAPON 0 6 IJ4-0 WAIPCON a A- em 4 T THREADED VERIFY IA;cM 1 4 ST PEDUrED TO ALS.D. DESIGN I NO THENI BY O.S IN ORDER TO 113) IN CASE THAT PREECAST STONE, OR PRECASt CONGREn PANELS BE FOUNID ON THE EXISTING WALL LLI ;"/WK THREADED AT WOOD --"/4 W/"/V.QIK THRLAM IN ORDER TO THE ABOVE CONDITION, DADS DETERMINED PER ASM 7-16 7 114WAOM AT WOOD IGN Mp"LIL Al WOOD "t 0 AT WOOD % MA P HEADER HEAM BE mcm HEADER C= flEtOER W-Am V&PArTHESE W1 MAJI� ",0) DESIGN PRESSURE RAIMS IINDICAnD ON SHIMS Z5 a 26. ANCHORS VWLL BE LOW ENOUGH TO KACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE ) I i" r IP, SHALL RE AS MENTIONED IN 6,1) AND IN 0.2), Y IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON 11-45 P.Eill. AS TESTED WERE NOT OVER STRESSED, A Zn INCREASE /2* IN ALLOWABLE STRIM MR WIND LGAID5 WAS = USED IN THEIR ANALYM FASTENERS SPACING TO WOOD HAS BEEN 2= 1/4' DETERMINED IN ACCORDANCE WITH N.G�S� 201& (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND OF THE ANCHOR'S CL WOW I 1EADER WOOD HEADER STORM PANEVS ADEOUACY FOR IMPACT AND FATIGUE RMISTANCE HAS BEEN VERWIED IN ACCORWCE WrN SECTION 1626 OF C= REOURED REQUIRED THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING IUk TOW. INC. REPORT 1 2032, AS PW 0 TAS-201, 11 IT 'RE am �T COUS IS HALL BE THE RESPONSIOILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 5MUCTURE WINE SWITER C14 TAS-202 AND TAS-202L TO K ATTACHED I THIS SYS�U HAS SEEM DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 1WE 0 0 T E OR PENIN FROM 14 G INSIDE W/O THE ISE OF A LADDER OR LIFT THIS AFOUCATION IS VALID WHEN iNSTALLATIDN IS INTENDED TO at PERFORMED CD G 12� THE WS"ALLATiON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CD FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIND/RAIN tNTRUSIONz CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. Too mm x DOSING M_ CLASS jooffV" 3. SERIES IDOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WIIENI INSTALLATION IS REQUIRED TO or ISO: swo_rmt Ism mouxIui W PANEL w Nv Is) ; i : L 1 (sm PERFORMED FROM THE WIDE or STRUCTURE 13 STOW PANEL INSTALLATION SHALL COMPLY WON SPECS INDICATED IN THIS 094WM PLUS ANY BUILDING AND IONING Mo., IQ I wuY to PANEL U20M DEE "a" (SEE NM I 0ELOW) REGULATIONS PROWDED By THE JURISDICTION WHERE PERMIT 15 APPLIED TO� PANEL LENGTH LENGTH 4. SERIES 2000 INSTALLATION IS. APPLICABLE 10 SNOLE AND DOU13LE HUNG AND HDRIZONTAI SLIDERS STYLE WINOM. WHEN CD 06, SWAIM" 1 PANEL mom Nm No". 11"Almm I I *1� M_' L7 M., cc I BELOW) wo (SEE NM I MCW� GLM PANEL LENGTH PANEL LEMON INSTALLATION IS REWIRED TO RE PERFORMED FROM THE INSIDE OF STRUCTIMM 14 ATRIUM WINDO" AND DOORS, 04. F - Z HANG STORM PANEL StrEM- IS P1409 PENDING, 2QIC[mJLE_ (SDE (sa NOTE I BELOW) W - ----- !L ALL ALUMINUM WRIUSIONS TO BE 6063-116 ALLOY -AND (UNLESS OTHERWISE NOTED) 'S- 00 THIS PRODUCT WALIATION DOCUMENT (P-t,D) PREPARED BY THIS fKtNMR kS MV00 AND DOES NOT PROVIM G-S SSTSW- S'W I m'S' wz-- 40LOA INING Nut ONG NU 61 ALL ALUMINUM SHEET METAL USED AT rLOSURM SHAU HAVE 1105-1114 ALLOY, INFORMATION FOR, A SITE VFCM PROJECT; I,*, WHERE THE SITE CONDITIONS VE4ATE MOM THE P-f.D. :no- e TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AM INSTALLAXON INCWDIND In SAFM OF THIS PRONCT BASSD ON '"I, plt.u� PROWDEr) Hr/sHE THE CONDITIONS OVAILED ON (b) CONTRACTOR 7 DESIGNATION W/Fy- 59,15 W (AFTER RjUEOL THIS DOCUMENT, CONSTRUCTION SAFETY AT STIF IS THE =1111MI-114:%1UTY. � ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUALPY STEEI, ASTM A-651 GRADLSO Mitt, GALVANIZED STEEL I IL ALL SCREWS To at STAINLESS STEEL 304 OR IT$ 14SI SERIES OR CORROSIONL RES)Sj%A? COATED CARBON STEEL AS PM OIN (0 THIS PRODUCT EVALUORION DOCUMENT WILL BE CONSIDERED iNV!AUD IF MODIFIFE, 1.=!; 50018 W/ 50 kei YIELD STRENGTH AND 90 Lwl tIENISU STRENGTH & SHALL COMPLY W/ FLORIDA BOLMNO, CODE SECTION 241;43.4 __0 E PROPER Id) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RE01,STFACO ENGINEER OR ARCHITECT WHIC14 WILL 9. BOLTS TO BE ASIM A-2107 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL WITH 36 0i MINIMUM YIELD STRENGTH. SEC THE ENGINEER OF RECORD (C.O.R.) FOR THE PROJECT AND WHO WILL at USC OF THE P.E& ENCtNEER OF RECORD. ACTING HALL _0 IQ. ANCHORS TO WALL $HALL BE AS FGLLOWS� SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW U i (A) TO EASTIV. 201mm-oh0m, (d) T`HtS P-EM' SHALL BEAR THE DATE ANO ORKUNAL SEAL AND SIGNATUIRE OF THE PROFESSIONAL ENGINEER OF rr f- t t/4-0 TAPCON ANCHORS AS MAINUFACTURM BY ITIAL SUILDEX. INC. (MIN. fAc-3192 pt�L) RECORD THAT PREPARED IT ig cw. It- ED 1/4' 0 X 7/V CALK-IM ANCHORS, AS MANUFACTURED BY DEWALT INC. (MINr ;'�L) STORM PANEL MANUFACTURENiS LABEL SHALL BE LOCATED ON A REA Lf BLE LO ON AT STORM P OL IN EQ. W/ J14-10 PANELWTE FEMALE 03 PANELAMlY PLUS, ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCT" PROGI ===-e cm 0 Of M CAR AN 3/w A;ot 1w, 1 ACCORDANCE WITH SECTION 2/32 *134 NUT 9s. Vxr wm J� OF FLORIDA BUILDING CODEL ONE LABEL SHALL BE PLACED MR EVERY OPENING. WAS" 0 12 IV7c, WASI," (BEMNO) (C-3350 P..'Q z i WASH" 1 12 1/2 04� ASHER (SEVON01 I LABELING TO COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA BUILDING CODE, L__ _­­"-­­J.. - _-A 1/4'0 TAPCON 0 C O.C. TAPM 9 V O.C. TwOm 0 a' Ot� INREAM ")IM0 1.3132. WIN, A.0 MINIMUM EMBEDMENT OF TAPOON ANCHORS KID P CONCRETE SHALL BE 1 3le AND 2- FOR PAN ATE AGGIRED W/ 2-.4* WOOD,ft ,7/W* . 3/32* WIND Kul MUT OURED ELM rx4* WCM)O_1skA � -­ FEMALE 0 & PANELMATE PLUS. STUD) P'"I ' WVMIH UT !?o WASHER 0 B 1/4* OiC. REOUVIED (BEYOND) f6kr ATOM AT 'M= OF PLATE �1_1 A 1-i MOMOI14 "At "MVMkMED fi XEATION -Aal;,6000 PLATE k-V ATE -10 PANELMATE PLUS A2) MINIMUM EMBEDMENT OF X I/V CALK -IN AMCKDRS SKAJJ. BE IS 7/8' INTO CONCRETE� NO EMBEDMENT INTO OF PLATE OF PLATE 'i P Ij !, M =. 1 #14 TE - - #4 -- ANY FINISH MATERIAL SHALL BE pummm� WOOD RATE PLATE eel 4"0,C,Wl 0 0 ll "40 C' "a� WED WALL MOUS ON 3/4' W UATION MIN 74; 0-20 SS SIDEWALK BOLTS USED $HAL K LOW ENWOH4SHOULD ANY FINoS4 M47ERIAL 00ST) To ENGAGE AT OF niMOTH OF PLATE ANCHORS. WALL ATION WALL KQ IIIS&I VION LIFE SAFEff PANEL SCALE LL SME 3/Ir.1- 0 LIFE SUM M X1 m X3) IN CASE Tw pqcAst PANELS OR PAVERS BE rOUND ON T14E OUSTING WALL OR 10" eam AL Most Imi'm UAW" FLOOR. AK"ORS SHA41711-1-WIN&.00=14 THE: 6" STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL SCALE 3yr-j" CL A' 11L BE AS MEW090 IN AA) AND IN A,2), erl c TIIZ�' FL 0 UEE I No, 4416 7 SCALE 31r-l- SCALE 4W FLORIDA BUILDING CODE, �Hlg V.100.1 cahe z0fts)l FLORIDA BUILDING CODE LHIgh Vellocily Hur cone 20"01 1. INSTALLATIONS AM ONLY WAD MR BURAINGS WTH AS.0, MIGN LONA F FLORIDA BUILDING CODE (High Vielloc"y Hur camit zons) Ly 114- 1APGON ANO"M AS MANUFACTURED BY ITW. BUILDEX, INC. wm tmm, � %= Z, to 44101 j: 20 WE GALVANIZED STEEL STORM PANEL Fp_ I/ - CALK UP T13 .5". -72M W NO PANW$ LEMON UP 10 W-97- 4 ftm �=D' Am, 4! X 118 -IN AOCHOFM AS MANUFACTURED BY DEWALT INC, (P-1500 ;Loo�!,) 0024 PLIEDID, M F'P 20 CASE GALVANIZED SMI SIM PANEL WOOD MEMBERS, 70 BE S001111ft 20 GAGE GALVANIZED STEEL STORM PANEL I. WALIATIONS ARE Ot&Y VALID FOR BUILDOIGS WITH A.&D. DESIGN LOADS wmw fto�. 014-100PANEVMTE FnLkUE 10 AND PARELMATE PLUS ANCHORS. AS WJiLtFACILIRM BY E= CONSTRUCTION MI 2. FOR MEN WOOD FRAME CCNSTRUCTAX� SIMON "Y r-1 35 ON (OVAL UP TO �55.5, -72.0 MF AND PAREL'S LEMON UP TO PRODUM ol/ZVMQ 0/211/sm 1xv- L FOR NEW WOW "WE WOOD MEMBERS TO BE sourle!"I C� SAL PROTECTION am- GLOBAL PROTECTION PRODUCTS, C qm �_% 61 STOW PINE NO, 2. W1 SPEOMDENSFIr OF GLOBAL PROTECTION PRODUCTS, U.C. PRODUCm Lw. 4100 Sgo 6 STREET 1109 C 0',. 511tal /`TUEZU.7 \ 4_i___1TrEC Or VAV_ R_ =14 20-176L m 1 NIMINvoo-Ism VAX- (w)ow-saw PjNF MO- 2. W/ SPMM DENSITY OF 0.55 OR EQUAL DAMIL A_ 3n'- 20-176 TJ �. VQNF­Y EL =H4 pnow, W)ON-jims, m- (OM)WIL-C)II7 vmow_� 20-176 g in. Dwom I. XMIS tomom" CA-Com - - - n1i tr' "L - . Lk 4 mm to a,24 1 1 ft%9 ommon 2. ar a* OF 26 1 11 it COMPONENTS EQR SERIES 2QOQ & I QOO E-Z HANG STORM PANELS (SCALE 1/2- 1) -15.19V tTOTAL 2.250`7 1 2.591"- RL, 12.500' (EFFECTIVE 1/4' .075' 07V 2,5013, -Tm 2,657* EDGE-, 4� 11 2.24 ASrM A-633 WAR, '4 -PERMIED ECCE 2RADE 50 W44OW 0-50 CAW. A ------------- 48.5" ------------- STORM PANEL -2,170' (2) REVERSED "b" TRACK EMMED "U" IMCK I'_ ., Pkllt�'S,M 11t, __- W/ HIONtan MOE� , �� _ - - i < 17 50' ISOMEMIC VIEW REWL 2.000 2,0 bO' ROUNDED CORNER 0 ENDS OF PANELS EW UP W/ HEMMED EDGE� (w.$) 1 0 _J J �' d 4 451�) ­-.1 1— ­ -w Lim PANE ER 2 A*(Max.) &UM, ANGLE 1 1 4 VME 061-T6 Alum. ALLOY 44""t, 750' IL NO. 44167 L FLORIDA BUILDING CODE (High Velocity Hur care; zons)l tam MTEM Act rp IATE OF 20 GAGE 04YAMZED STEEL STORM PANEL WANN St. . ........ . GLOUL PROTECTION PRODUCTS. LLC. I I" Low 01 1404414 6053 20-176 -75 Alum. ALLOY C'=e No, IrA A 04 all I lo, J. S/24 IM104 r[4 L (SEE WE 2 galm 3: Me" 2' 24 V/24 0 q)A&10_ ro (sm ma� 4 Ban") I MK CONCREIE A-04M 3 SMEIXILC am SHEET 00 OF (9 68 % IV It-, 'ILr' �42)CR@w/0Rw/*&(b INTERIM PAMBLS'_vr_' LIST PAWL 0) TO 0 OPENING PEI.& TFOA WN.'AIVICA"AMA", TYPICAL ELIYATION FOR, M 2009 RSSr CEFFAr"A"J"' ALWAYS TYPICAL EUMON EQR sm _.I= IF INTONDED TO BE OVAL E-_z HANG STORM PANEL M TmId It INTEM50 TO BE WAU" FWW E-Z HANG STORM PA M INSIDE OF STRUCTURL INSIDE OF STRUCTURE Ell MMM 1/4' tow jt4- M- GAP 7 \ 7 -1 (1), ZMMON OF SESIES JQW, t - 2 HANG STORM PAWL SYSIIEM CONSISTING OF PANEL + E 2 HANG 1' 04 AT Ir (frAl OM W/ 0,&MMATE PLUS On IV LONG (1), AMMLOE-UM4�M" STOW PAW1 SYSTEM CONSISTING Or PANEL C"t, TFACKS TOP a BOTTOM, (2) ED PAN" SHALL ALWAYS RE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR (2). ew pmg� SK44 ALWAYS Be CONNECTED TO "' NO SILL WALI., By MEANS OF I TRACK At WITIMA. END PANELS 144 W-thu BE PROVIDED AT TOP OF 9xm PANELS. I IF END PANELSARE TO I vwg. Cq�5m% SHALL W04G NUT on 'allrft'LO�- AS (4 DOX NECTED Co"Sir OF 2X/ "W, pTrom P ;W2; M NUT' OR 1,14N ', Mim THUMBSCREW 710 LA 614 A;O�A ASTENERS A EITHER OF TWO DESCRIBED ON (3), FOR CASES INHEN END PANELS ARE USE JOWLY T AT V A%pl% CONNECTED 7. gm. -As MWOMLIA STOP EXTERIOR FLAT FLANGES OF END PANEI_ , BAR l".01'ALPLITIE S" PANELS, (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TOM (i­ A Stop W IS ONLYPLISED P AT LM'N1O FANELS SHALL BE CONNECTED TO BOTTOM TRACK USING S ECS IIAT �&)YAM 1UNDSAIC10"NCASE' CONNECTION Of' PANELS (4). Fo%�� S WIEN END PANELS AND SOME M F=&PANELS ARE DIRECTLY a TOM MEANS 0 I, NO SILL i6n-OM W TF ONE INTERIOR PANEL MAY HE USED JOWLY TRACK TO WALL Fm X-G To BOTTOM TRACK LAY OCCUR AT TWO PANELMTES 940" ON ELEVATMOMM W/ 3 (5�, SEE SECTION v, 3' & 4* ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, 'OtwIMINA, EDGE DISTANCE. FOR THIS.CAS �M USED Joi NOT NEED TO BE CONNECT I By = TRACK � SUCH THAT ADJACENT PANELS (tD LEFT A ROD SIDE OF PANEL) RAVE THOR OVERLAPS; RETAINED Y 01 "I 41�ill INSTAUAT19H TAILS FOR :$ERIES 20,00 AND IQQQ E-Z HANG STORM PA GONCRETE 09 CONrRETE ILQQK -ate"'I'm 40 11- MOO" 'ww m 4, mawoosi --U5 MOM w MAI sm sewEb" SEE SIDILDJUC =MR ON SIM 161 - toom% to QAW L to amm vow Clow 1;2R.Pr UMS W., I ga L Pam '1Z <1 RAW: w Mw I 7A9, am, 84" vm 0 tw.Molm Iew U) r oft Fs' v �02 J ECT MOLE= Im INV. 0 FLOOR TO CEO" MQVK= INST, RUILO-MIT AmHm m, WOU q. tF III cru-j-M.- 4 Vam_= ZM�� DE No. 44 167 0 CMAIIE z *: FLORIDA BUILDING CODE (bh VeRocity Hurricane 2*n,) SUIT MY IN itown %mm m AN STATE OF 20 OWE GALVANIZED STEEL SIM PANEL DRION W DETAIL I lopfax" SCALE; I/r I' ... GLOBAL PROTECTION PRODUCTS, LLC, DIM, 11L 19 C'O PMS,', 4154009-164% PAM, W4"-WVZ 20-176 #-, am ph-�&m (.0 M-m' Px sm/w"TOWE/m (A-0004114 1� 07 IN w A (D C_ =3 2 CL 0 0 ML Cl) m w z SHEET NO. SH 1.2. I _­ - -1 - 11 --­ -_ - ­______ I - ____ -_ _41 - -_ A,-,,-------- — INSTALLATION DETAILS FOR,i$EfjIU 2!Q & 1000 E-Z MANG STORM-E&N" 11410 EXISTIN-9.)NQ ,.5TP �11111 I __­� - &Cnfin 2ENJAN-AM (0 -_ ­_ -, - - MWU� - - I � MIRM PWMM� A MXTIV-PUMITION rMW P1,D)OW"AS VEM AIMPEG FOR COMPLIANCE IN ACCORDANCE: - -U,pGCR AAACROqRS, As MANUFACIUM BY I111W OUILDEX, The, +� - I COUP 'H - - HE - R&= -(Od6t.1 - . - , 11�� "I 1 114*# km SCREAM; 0 s' 01c, wl � 1� 11 I WIR TRA: 2no gol EAGATION) or DiC FLOGAGA ww, _ �S 5T PANIEL SHALL NOT BE VISUAL,= AT HIC - #1 4- 10 PARELIAkM FISAAALt 10 AND PMWO_MkVC PLUS ANCAORS, AS lVINAWAMR15) Or E= CONSIAUCTION, PPOWEm I - I 1 I=V41 l�� pod"A I � v ON I.Al wow , Vacctrf NumUcAnrat(mv - T1;4�StAIA� SCRVAS HUT NO-S- � w KIKV$ 0 �, INMO, HEMER. r mm T . @rm OuNnIml Nw,= BAD'! -1 RURNma ,,ACPA 1806 Or U,ft ASM MENTIONED DOW FOR A SABIC WORTI, - 5/6' WOW WSRNC� AS DASTRIOMM BY All POINT WRIEW, BUILT, & SPECIALTY col �, - - A* W, ZRIWAM i 04 m" IA= '. "lox STAOID AS ft'A;U40 4" 114C 4VRMMON WHERE STORM P*EL WALL BE INSIAVLLED� AND FOR A OMECT NONALITT fACTOR I / >�,_� �_ co"Aa Ww whom " , � i r-L #14ii' &u.IL - I � 0 EMM WOW WAM 90.0,83, USING; ACV, 7- 1 6 AND SHALL, NO EXbMD IMF M034UM (A,SA) VIESION PRvmmr JAADNOS RAIDGATEO ON SHEM Cl) MINIMUM TRRFAED PENETRATION WO WOW OF TARCON MICRONS SRU BE 1 l/r AND r FOR ELDO PANEAAMXL PLUS � - PEerm,r1w - , r -11 , 2 V4 e 0.r w1r " I/ I MEREMMING mmuu MNEL UNM !V- sw"U "O- D=Mi ,� , , � , R. V*1� 0 "Wo *1 EM am 100am E!:z HAW 11 � - , V 1, I, ,I __04 i I I - , ad= amm" MR AIM I - ) ---(D I i �� �_,__ 34 4 THRO I2 & 171 W I AND PANCIMN-E FEMME 0, - - I O.* #11w, &", I I . ,�e��, "t, IN ORMR'10 NIE91V TIA,f, ASOW CON(ATION, OttIM4TE DESIGN WIRtL LOAM ]ACTERMINEM, PER ASCE 7-'16 SHALL BE FINST ___0 a 0 V, $9 1 1 _t_mft,xl� L� � � mv OF A "XI'l ��t,l v 11 S I I—— I 11 I I I I -1 I - I ­ Jmma*_I��� ,,, , / \ ') ) /_ , I �1 I REDUCED To )ISDI OCRON PRIOTSUK RATING BY MULOPOINO THEN 9Y 0-6 #4 ORDER TO COMPARE 7"M WtI, (kSX,j C 2) MINIMUM THREADCO OthrTRATION OF LAI, SCREW, INTO THE WDOV FRAIAlt UNIT $r TH i,j I 7,?1', Na THREADED m- -_ a b I I -I 1. I \ �, � ttor sm-s' RATOM INDICAIrtl ION zmws 31 9 TRIAD 12 1 17, It, PENVARMFION INTO $IUGCOSR6a BE CENSURED AS I PENrMTMNI MAXIMUM AZZ. I M.C�;= TO NARROW mom" 04oma fm AL. 0. - z I/e * ARAVAKE'To "V, 4r," !it I IL I W-ZAISVI TRAIM _4141��-= !11.111= 11 IN ORDER TO VOTIFY THAT ANCHORS ON THIS PX-D. AS TVM WE NOT OVER SAW=, A 43% INCRCAE AN ALLOWARL4 . w4wom sogATION MR A.001"m --------- . Af 0 1404 WrAtIr O".111404re "I __ __ r� _-m ARM TAP ANY wAsim TA" -, 1 �j t _1X " Of' Vow I ISTR= FOR MNC LOAn WAS = USED IN TIM ANALVEM FASTENIERIA SPAWNS TO W000 HAS BEECH WERMINDO IN C�3) MINIMILIM VTCZ VISTANCt OF 4,AC SCREWS, IWO WOOD SHALL RE AS 140CA10 IN THIS DRAWWC rx.mmyr1i�Z 'AD ­7m-ftiwi" SEVORS 4, GAP mkww #Aw- 1, f E ARTAIL A,n4 A, TO EXUP'No w0a: POWER, '11, - - ___ 15AVIONE l I V-1 11 ­1 - � ACCORDANCE: w NLO,5� 20m to comaNkrif to-coveRm IV ONAC - To cowr�L -- -- 10 CON-Im UT Mom 1, . 1� A- CA) MINIMUM PENETRATION 01� WOOD BUSHING O-AL BE S/S� tie V-20 $04ON5 USED SH44 W I I1V WANG MINIMUM C I __ . ­ 0 11 I __I.MK ' , � , ­ - V16, AN- CPIL flAA1. E-MA ��l TK AWWtMCNTKREC0 COM AS M AMERICAN `IEST LAS OF SOVIH ROPMA R= #CS;+ DIV-01 AND ,#OVS.02-M AS `5HOULS STUCCO OUST-ARO !' WWMW FOR WALLS WITH NO SRI= . I ---;/—A] Air N/A - r, it' MIA - tX.41"'Ill" FLANAI k CIA) IN CAW THAI PKCA517MOR Vs THE SAT __ 9 Affe +$La. -M,l 70, on = 2 7/a OXTO . "a "'A"N"' m=mF—%mg'A �q ?A to or 0 4"A -7" 1 V'DR I= 2 vie Bay% . 11, V, X. I'W, _1217) KOOK A ME EAWN ; " --T' /1', 4 I ! a =RM PANW5 ADILINAACY I'M IMPACT MO %NO #MSTATIM 04 BEEN VMM IN ACCORIMM WITH SECTION 16M I _2 OF 1 21W It 3v . L - 12, ,, .1 11 III r 0" PER ssm, 2-0 a As* r mo-02 STANDARDS, ADD AMERICAN TESTING IJM R~ 11 "41-10 AS FICA ,� & 4,* - ­� I -- - I i I IA-201 AND TAS-20 PROM=, AND, AS PCR rACULIMONS P�WORMED IN ACCORDANCE W/ %�.=* 1404 OF TOE 'S' AM '00 DR WOW NAAR K POUND ON E'An No ". A, � QYI I I , . Laz - 1 5. 4�' v I .� M.W. I- 12WR , - I I FLORIDA WILDING cwl. =WMIMASN STRUCTURE BfHft SUCH PANCLS, *t�- T * MTI� 3 L& - . I I I I mm M7Ak #44 III I I:rl ANCHORAGE $HALL RE AS JENTACKM IN C� 1), C 2) & P.4) S.S. - , � ,WANS, & *04Ut AT DICAILAF & 4ABT OF PN& LCROTAP - , , _ , - _,_____ ­1 -11 I I I I I -� , 1i � Tl� M�� A'A'), _ , IV r I AE- 6 �� _� I I - _N� - � ,2* . S. 0. --I- - 11 — --2:- 1 X11 - - i om KNIM wowKb I -.01 j I ALL ALUW40M .-ATRUSTA14%, TO M GVOS-14 ALLOY AND RENAME, (UNLEW OTHOWITS17 NOTED) SM SHM'2 JG) ANCHORS SHA� OE INVIAL.CP FOLLA)VANO ALL Of TH6,1TECOMMADOOKFARAS AND SOMIFICATIONS OF THE ANC4W$ MANAVIFIA"OL - MIA N/A -;/;- --./-"-T -"/,, ./,I, YZ ve -t, v (BOTTOM) - _%ylaer - ,4_204114* - W0_29'ql,A� i i t, ALL ALUMINUM SWEET KTAL USED Af GAMINES $HALL HANW 310"14 ALLOY -HEET ,_ W Mg� y N. w" ? , a ,/ AS&O, -70�3 __ -- _�_ - -_ - - 70, OR ILM . I, 1%, � v 0 PANAVL;� PAY AM BE W�AULM HORIZONTALLY FOLLOWING INSTAILLAITON DETALS SHOWN ON SECTION I THROUGH 6 �- S 4 7' 6 1 1/2-, N/A 1 4 11r 2=1 Akl% % = Z-vu - 1 4� ALI Mi. SAM ARETAL PANELS SHM.1, KVW STRUCTURAL QUALITY VEEL ASIAN A-15SA ORADE K MINIMUM. 0­00 GALVWZED THROUGH 6) clACIETIT THAT HEAarkso *ID sRWA. NOT Nt Usm, NIA , "' N/A 4 1/2* 41"A 3' 07p) 10 GUAM AM .. 4 "W's, a I r OT, 0 sTal Om%wRRA W/FV'- S24 Rm LAPT" Rqu,So� ___.�._ __��_I-�-_= --;ZT,-- - I - Evow OVIRLO - 7 TIG, AN,, �� IT SHPUL BE THE P'SPO"DI&V pf 11440RITANCTOR TO WAN 1HE SWIN)"m Of THE. 7TRUCnK WHM SHUTTER Is 10 DID 2� N/A 1 12, N/A v Ve Ri 9 1/1- N/A N (BOTTOM) ,,, Elm O"Dw R ­151PARM100- F t ATTACHED TO INSURE REOPEN ANCHORAGE THIS SHVI'TEIA, SNALL ONLY at ATTACHED TO V>rftlm CLOCK OR WOOD wwv __I _ _ ,� I ___ A, E I 1/0­zwf�- - TIT UIAM . b, ALL SCREWS: 70 BE BINNII,V55 STEEL 304 OR IM Mgt SERIES OR CORROSION RESISTANT COAM CARBON smu AS PE9 ph _ki� - I /� m with yil . V4 #-2ft 12* 141A 12, R/�- - -N/A 'r (TOP) L I ,I 4 � %Afw V, 9 BMWs W/ SO AAA ,NCL0 sumomm AND " PR T"LS STRENCTIi 40 $Rut CON," W/Ywp" ou"m om UORDR WILONCS. I - - ­1111­1 - X";,g�._ MM i ZAMV� � 241111�11114. 10, �UIW, 3W 4'., 4W ON ,9&%%riA$TwAM PANEL WITH LFWRS 9l" go,; m PER S 1, 2, 4, 5, & AND 41INNA1 . . f 12' 12' 11- 4� (BOTTOM) I I -- - __T_ I EWW 4MXAP V_ C��IFI,WMAI` 7 "Esprcwky.� SHALL RMC A UAROLE AND VISIBLE MARKING 0115TAOICTANO � Ok CA TMWT I* . Ir G:--1 IV G 'Ir , - V 6. BOLM TO, of A" A-307 9ALVIVOOED %C11, OR AM 104 1EER0 STAINtIOLS slvl� "A 36 U.i EANNAUM YCLO STAVSvO1H SECURE PANEL-54 &WITH APPLICABLE, 48MMIADWENT, OURVIC PEMOS OF 4.11TRACANIE WARIONG, 2 N/A I , .__j!:__� Ir , , , IT-) I . 4(-,-,- 9 , t - - /1 _i -] III __!�_ i , L I (ITT- I f I I - - - 11E) " I i I JLu I I 11 -r- --- - I t ANCHKARS TO WAU. I SRALL, HE AS, FOUOft if� THE ANSMALLAPON C04TRACTOR IS TO SIEPLOINIXYT ALL SHUTTER COMPONENT EPOCS WJ41CH REMAIN M COMUOVS tONT91 WON * UNITED TO i4d) PA4, A", DESIGN PRE"M RATIAKE, -A � I I A 1 -p # f lRE JERAUGANC AO Pwww wm/RAIN iNTRUMON, rh� �rl_ , 11 ;� Ai I I *I I I 0 I I (Q v_um11ft9__pZmm_q0"m1 ASM SHIACT 24� TOP ANCHM "PE A, SIAMNMA " *V^k**Ng INIM WOM + ARRIVRIDE NO, 06-ANM SCAYMN BOTTOM OF PINEAL I � P 1, Y� I VIA: ;, I - Ile# 1APGON MADAM AS WOWACTUAW BY MV, VVILOM INIT, flih, I'­41M2 f,14) 12; SITIOM FANELTjKNST=r1Z= R W14CXFLY WM# SPECS INWAIM IN THIS GNAWING PLUS ANY WILDING' MAL ZONING REWWO fS No 0 To X, 1/2, 1/2' .1. I ! -1 i PEW 4 APPUJO) TO, ON" mom VACRA4S, AM AAIMAAH ZVX as"Imm Am 40"= DR IRS M" - J ,-J_J 11 �I i - 114' 4 . 714' C,AUK N "MRS, A$ MANUFACTURED W DEW NC I it - k=,_ - 1/4-0 -4 SON`W MR SEIG NOW `EMCWG t - f 2 F ­, I, 'Y31 � 4 I � - I I . V4' SOUD SET ANCHOM AS DISIMPUMIS By ALI, POINT SOMLAL BOLT III SPECIALTY Cc 1.5 A:.) tHIS PRODUCT ,VALUATION oncumew (F�c OL) mr-PARM BY THIS r"CANam is GWENIYC AND COED MAY PtNVOE w0kMATION - V.- fl--300 V410 ACXS= #00" WSMONINET 1WLKa%10 WFLATACTORS, FOR Vj i -,-, � , A 11 ; I H I �F_40 PANCINATIC VEMALC WAk DANAMU PLUS ANCHONS, AS VANUFACTORED OV COCO tVt4StftLCRM PROA)UM FOR A RITE_ SPECIFIC PRQX(rr,, ,n WHEIM THE SOF CONDITIONS, TIMM PROM, 7RIE RED, " OPERITIEN 10 AIC =*k:MRM= 50VA(AND OOTA44M UNNAI rAINGE SRILI 11 I sr, ---, � A j - 4Z BY Or , W TWGIG � I P. F __ - --- L� .1 A I " , Ile# ZAMAC NAIUN ANCHOR% AS MMUFACIVAH, ,WALr 44C, NOT AT 'aft CAW ANCHOR TYK At - I- I _ - I NIONORT ­ I , _ I I L (4) CTINTRAOTOR 10 RE RESPONS01 FOR IHZ SElECIAM, PURCHASE AND OVINALLAMN IJAICIUMAE� OFE SAFETY OF THIS PROOLKI - 4ML— 1/4N, 6 - IV A I t'.. I I ! AI) SAM ON THAS R.E,D PROYIDED AVSW PM NOI GAV�IATE rROMTHE CONVATIONS 01TWED DAN "AS 1300umm. 11 �`i t , - uw,mum EEMEAESAMEW OF- vURCON ANcw,RS THM vMMAT Awwwm SHAci, I* 1 V4'� Z' FAAA tUC0 RANI, C ANO CON577AUCTION SOOTY AT SITE IS THE CORMOTOWS RESPONSOLIM 0"It TIME ­M4. 11w. __!L4)�_ ++ M_ OSWAD� suffa-0 BOTTOM W PANrL - U] n__ - - AND (p To sH 3/w a I __�;j POGO 2L g-70- ---x " , , I w=rx's w - 1 _T14' FOR ZAM4C NALIN ANCHORS, III, c _3�n_,J_ s, VINAME a 40WIC .- I owl - oam) - 'A i , P` - AA� I -- ,#'4-ty.­�Acs. (4) INS PRODUCT tV"110N DOCUMENT WILL Ot CCftOERCO, AWAL[b IF MMrIM, M. 1$ 1 A I V2 I . 11 __) I I I j D NO J* NT mwoR *Acoo 6.) - 3 11 . I! ,­- ljrv.I� tan I 4"m b& ol I AL - R - i Ir mv�L 6; r'ofoMr 44 OAU(,IIN A SOUD-StT OW44ORS $14ALL BE, EMBEDDED 7/6' WHOTHE POOW CO RM NO DUBE M t 0 �RtW"m Mir AT aw"N 2r OR " -W, SC 'P SRQ,L W l 1/2" 1OK MOM SHO S Cl W, - OVA04 w 3 a 3 LTX- , - M '�L`A"W I � = STUCCO 14MA1 RE PERMITTED- 111470 .RM USE u" VAX, RCCO I (d), SITC SPECIFIC FROJCGIS SH'IALI Of PREPARED BY A FLORIDA RMERCRO ClIGINCER OR ARDWIC, WHICH %1U, 015"CRE TME - I I � , IMA a' O&I& v, '__r.'WQ i �'kff A, a Iii I - MUN1141A FOR WALLS WITH NO �,IUCCO, ANN W BE RCAU,EG, SCREWS OR ALL TfIREADED $CIAMS W/O HEAD, ENGINEIR Of ACCORD DL 0 Kl LL BE RESPONSIAX9 FOR T�IAE . hAT OR ON a" � - - AND I p E� 6%=E P7, ACT A" WHO WJ =0:7 3 4 . A - . JILT WON INING, NUTS, MRS USE C`T� IK b-ft 0.0 0A) 4 1/2 1 3"m Z= Rm ,A VaOWI w;I;Ijg.r,-,N-, AA/ 7w./w . 1-14e'll- 'D OF R=AO,A,CTJN0 AS 44 M"TED ABAGNEEW, TO fK M&��'! WW V'r 0 I I psxi END'INEM SMALL SUBMIT 10 11-hS LATITR THE 1EAW SPEDWIC DRAWINGS FOR REV"- . WA ----..-- ­11 . ,raw CA pm . 00" ------ --- _ MEN 1000 11 - �, -1"4 AJU IN CASE t"T PrCZW SMNr- PRCCASt CONCIRM PMM$, PANURS, STUCCO OR 100ft BOARDS w FOUND 00 Tyl - 2mmm �� - - I - - , L4E L I )� 00 SCAM AV r CCL W/ � 1/l'# LIZ SOWINS Ve OC_ *1 I -is - - I �- RIO, ( � lk I I *I TIVEAM mourai CIOSIVIC WALL OR FLOM ANCHORS '"L M LONG 01ORCh TO REACH THE MAIN 15TRUCIURT OMNU SUCH PARTIS ND AM SIGNATURE. OF IK PWMWW - -------r------r - I '" I . , ____ w LTER r li ,AV I I 11 � , ie AA by PUAM ENGINCLAZ OF RECORD THAT PRIUAARW T 1w %p Z " ,,, 1 wAI. .. ;.It* THRUDED -TRATIGN . ix a I __ TOP oft Ew � — ANCHORAGE SHALL BE AS MCKTICNED, AN A. 1) AND AN &2), — __ q* � #41, k*W wow RA, ON ON r l.__t_-t--,.-T -A. " I SCALE Ijj'�I- IRATE RRIUMOD ftAT I'A., - - to - ;; � -1 I ,� " - tv 11- ItAYIIO� (0) W_VMMEO.4�44S�Amg__wl A 4, WVTMA MANUFACRAIRM'S LWL SHALL SE tOCATIM ON A FICAMY MWE LOCAIT09 AT 07gr I I � -, .. I I I I'm PANU SHUTTER IN ACCORGAME WITH, SECTION 170�91 Or FLORIDA BUILDING CW, MIA: SMIL 114'.1' ?"i � -11 - 1/4- 0 1APCON ANCHORS AS MAIMOVUREAD BY L I W� 9104ROEX, INC. $44j, Or PLACED FOR CIM oAONR(L LAOSLANO TO COWLT WITH5KC001 1709SI 01 TAW " ''! 11 I a R LAW! ....... - Ij/,1 , , A�09 . 7/15 DALK-IN AIRSIOARS, AS ANINUFACTUPSID BY W*&F. 01C, "ICA GUILMG COIX, I= I "r , - A 1/4' SOL)D-SV ANCHORS, AS DISTRIBUTED NY ALL POINT SCRON. BOLT & SPECIALTY COr , .,� 1, ALIE"Auff-cm - #14-10 PANEIMAX FFMALEF 0 ANN PANELMATE PLUS ANCHM, 4 MANUFAMRIED By IMOG CONSTRUCTION P iNfla- . ... %AKOHIONN, I, WSTAuAr-AaMs 0%= VAUD =!SbF= WON A,&O, gpOk LAAM'S ' Ajffiufln�% L rn"A�M, .,ft. stwx Ile.?- ' .. /Z AN, If, / v. -,a +%�% &NO AR VP TO 51- ,F� "ov .. ___,_ - i/4' 0 2AMAC MILAN ANCHM, 4 MANUFACAARIX, Of OVAIAM WC , T -1...'., 24- I A'C!�P, T1144-'O 1 �­­­, - .�, 2, MR NOY Tim, VOOD *04m TO HE, SOUTHIC00 C I ,_ � "r,NN" -, - -, fLT) MINTRAU EMBEDMENT orEwCON ANCHORS, aro FANO.MATICS ANO ZWX AMUR APICRON, AM THE GE , ­_ - �E Pw ft. -m 9r,W=11 of 0.5& DR rqbu� I - , z i'A�, . V, , I FILM BUILDING CODE (Non High Veloolty� flu cans 1 � � - �� - .1 I I �� , 1* � . - v I 1� BLOCK UNff 9*1 811 1 1/4' �, . . "I —.- I I ;I� 'ZI , 11 I- IDA BUILDINJO CODE fth Votoctly AND cone Zone) I __1 I'll ­ - - I W� . 1, - I ­­111111--l- - FLORIDA BUJIL z � ' ARM mTwW m � fl, * _T_ I _____ - liw - I I I Woo CODE �wqh vatodf NO 20001 N�Z) CIALK-44 & SOOD-SET ANCHORS $RAILL K EMOEWCO l/e INTO T ,K CONCRM 40CX V'r NO E 111 44 67 - 24 13AGE CALVANIZED OPAW I - 4 � I . - =A TIMIM Amc. CI, 1wm.* z f No, 4 � I-- ___ ___ kow -Imm 11�_ - -1, Hlu I - ____ ?*NG I - STM STORM PANEL , qaMs F 11 1. 20 WE MVANMO STEEL STORM PANEL nk STUCCO SPAU at PoRmAnw. 1/4" 0-20 SCAAm USED SHALL M -, ,/v LGRO, AWRAMVIA S�Outh wo Fvv, * . Glint, � - � I 1-1 I . - t,� - V$1, STATE F - - -----,\ GLOBAL PmEemN PRODUCTS, LLCI 'I" � * AT TOP : , , 20 SAGE CARANIZEB SIM, STORM PAWL _ I MCC —0.7 \ - I -i i*j WOMN w AND I- MEIGIRAM MR WALLS WITH 40 STMCM . I-- - mvmm %.= -.=j:.rr.&, VIM 'w"O'n I I - - ~ 1. 31 I -,!! �91 , - -------- 0 - I i0wOA`2QwsER=PWP`4umwlvFc0RI 1. 1-1. IV" s OF I- =��_ IrT- — /FTIL A,= — - — \ GLOBAL I I DIX 1DOSTINAG WALL, ANCHORS SHALL BE LOU' . JEFR)VGH TO JUArAf THE "N VRAUCTURt OCHJ40 WOO PANE, 0AIMAX, 04,00-70t, 14* 05001-"t - PROTEM" PRM=. Lm "Y"IN"Ne �___ . � (�, �40_ ImEco N PRIDOW1% LM PY"W"'m O,�) AN CASE THAT PREC4T SIONE, OR PRMAST COMORM PX4U. STUCCO OR WOW BOARDS BE TOW �� , a,m '__ dd rwrfic 0 I., Wr — A �, "" \ - ... .. .1 20-1 J9OLJSIOAflMwiNvIiiIA�AIiGI1QNS_ __ ___ ____ - 4W S^ $l WINEV - -1 1Op.HLb= `­�,. Wo ltoft--*-t�o�--4-0WAw "41, ,I- T0, ANCHOJTAOE� V.41 Be AS NfATTEANIED to all) AND I" RIM, VOWN, ,;- S,, " I - � 9.0 V$�Aw. IIA,, � UND -_ -1 -_ - I Ifill- "i FNAI`Kx� - - R "'. , A — 'or " f., AN om", --I =11ML.4-Am In , (". -,I, r- -4.1 , `01 I SOW I: � - ­ - ` ___ TILUT * "We3w , AL , s "I, A;-:- 14D . , � � � - , MONO 060600�lsw, rok (04)IRS-017 20-jIS 1 - ,� w-, � .� A. P.- 20-176 N ....... , , TOP A INRIGM VOUNIM CAN a CAMIRAW IN ART s A" .6. I.I.M. 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I __ 1'r 'Be, I "Pa. . - - " 276' ,tWl ��', 0 $ .., ,%; MMW 6063-TO AUUM, ALLOY _ ., - I , � �470 " --i MAR"IT- . �� i __ � -. - 3 --r- ­-N,7". - ­X.—f il I Nt" 167, -, I - I'll, FLOOR , OUILDING'COIDE jLjoft, V&V#I*4I!X HurArkono Zorth), I :g 44 '871� ,__�___j 0 i GO, - �_ �1_ r I I " _ - - - f I — — 11 1,12s, 4 , t . � ='� - , + i . -mm, � ------ Z--w 7 I anno, x7m, W_ KA, ' !:�. 6 4& MI - ' - 00 � I - - 1. , I � T�1� _,_, ,12- t_.=_ - - .. - 24 GAGE GALVANIZED STEEL STORM PANEL 's. ,ow - 1 4 � "" OF , , , � 4 , - ; S F � r & 'T � , V I --- --- � 1 r (,P,) � ____ � - ­ .----I- ­ 4�'P, I__ _,2,wo� - - , --SEE SECTIONS ­- I , 4 1, . � &I, 07/117/2010 _� � ��. A * Li - t - , �0 ; -*. ;0.�, - I M ,� 'C' `L' " , . ,� . " A MAU, � , hLIVACOmg- \ GLOBAL POtMlc" PROMM Ltc- — ,; ' ; ��, I_ - Am s1w. 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I I � SEPAPAMN -_-�,�_­- AVERMAX ODNCRM � ? _-�� 'I-, lit " - r_11E f -- 1�,* - ' " `� ­�, - _­ Im ows, -,--- � ­�fT ,��7 / 1 , - __ jj� - WOOD ANCHORS , I- " M I , I -/, ,-i , ANCHORS WCATON 11, HEDUa 0 " �­,_ I4, - 4.0,200. = SCHIDDUCE IA`4­Z1Nf' � ,, �, ,�__IZTMTE LED "I k I � "I'll '-- I AV ,�, - � � 4,xe 04n.) 0 1 ­ 7A �----- Ui �, ­_ - , ! � , � , 11� - # 1/r tc ­ I SeAM KWIREAD, SIT= f i � , I , , HUN P` 1�� , I" _w If I , mW - - :,��, -, �, � ,,f_CWE WHIVULE ON - -�,�- _�, I/ 1) I I - --;V. *0 IT 40KKTE ANCHORS 1 " 'L, 0 " ii , I � 3 VL .46 'I ON SIW 3) 1 ,- StAw m , (� 041010 FIGURED QDxC9pK__ " 1� - iv , � =­ - I ,,, � , _� Am -=" - - ­ Cw_m I 1 $HEM 0 THROUGH 10J OR OONGAM OLW "? "' "I j; : ,� ,,, I W �__­_1=11;01­� W " i ADBIVACY OF NO "j " 'I'll , / ExIs"Na, POUREAD CON � , I / - .10.1r.1-4r) ,� I _� L", - cn -6-0 I 11;1'% I ,,,, �Mv /3l�ll 11 �, � . .. Iol� OR ONLAM BLOCK I ROSUR0. Al I � I 11 0_�11 v 10". SEAM TO BE t , _"� � TZ"01E = I ! � / 111 - , , , ------I I A � �, X, � — REQUIRED. 11 I II f I I 1� ill - , � vwiw,4 ­­­f poomr. tEAWK Ito OR 11 11 ,f -��e -, 1i � � " a) ION I , %_ " � '! I - 2 1 SIDI; MRSDIRL: ARCHITECIt , , ' p - CONCRETE ANCHORS I �, " � � , , -) -_ - kj TO - I - --.f - , I � k 12 Wma Aw"Pon an , � i i 11 I � (_ �, � � ____ ___:�:, I I I OD ­4 ....... = Zlokw_ i t �____­_ _____ I , '.., � _�i, __V ANCHORS ALTEARKM WOOD AN L� I � - � I t , t � II! I I I WASTALLATICT CRU% ".- , , � �, 1, .-, A, W.- 11 I , -1 � - , 'IN = 147 , t N DUE ON I � _11+ rim I'll wa Aftsla -00 � ,2�� � 1/4�' SHEET 11) A' I ,I I /",, DME ON � m� ja�ilwwou a) (D � 11 "6 �, "I -� -SA�A,Z.R/w I T/.,ro - *�_ --vv- F__ 11/4' 00,40 MAX- i SPArM I Gr-y � , � IWTI) 3� �=_* �� V­ 1 ki ,A_-F� -.1 - I , 4 f/4`1N: ss, " W *0 ,� � ,11 � IT j C� I - __0 f I I ,,, njnL * 12 1/r et = 0 � �, _i_L_L� , I I , " , Ill -- -- ' "-'L- - , I/A, I , , -, e, 'L, It � " � f " I ! I I I I PAR. � I � ________ --,----I CONDOM ANCHOR OX, I "I 11 WOOD HEADER I � Eof , - :�91 11 I-- ) TSEE 5CHEU= ON L _-, - i I I �il� t J_,_,___­___­_, '! I—- I ,�� 11 -11 - - � I =*= 1-� 1/1. -*--a -,.r---, , "I 1% I � &*t , , MOO, -1II`A"`___ I I - � 101EM 9 TIRROUGH, 10)� I- - I i / " I I[ � I--------------! - - 7 - � I/0-20o" i vy,W1111111 , 'A, , "' I i ,9 - * -7�: , - I 1� 6140Z= � U) I � , 11 i — 4 __1 _� i;: � I ­11 I- " I I I�Jpll I I" %, " - I \11 , I � cal_­l L _� A��', � ; * GO s" � I I 'AL, � 1-11 `� " I � 1-1 / � I I jwr �, ," � - , xx= I I —1 I ow A N 1 __ - � � _w a i/4- 04 � I vdk� - I f ­ 71177--", 1 � I_- . it ! ­_­_,L­_­­_­j OLAS i I f � , 't t III -UI a. 0 ; , IA= WHORE 11 "Z � ; , � , I i -,;;*. PANEL UENDIM I � � � L i 1 , � - � ', JJWX- Of � ALUMINUM SPACM 0 TZ 1/2' � i �, F,-,-,-,--" � T I ; _,_,� ! ,� � L I ! I i 1 (SEE ScHunou 54-- 1 . I I i � � I ;HEMU i ufi - � '. j, ", j j 1� � , AIX, (SIDE I OLE 01 ION Vlat IT-) � MkI_ r 3 =:) cu L v . 00 SHEET 3 I� I -10 � I I *�, � , , sa Nm - BELOW FOR LIMITAIRMS foR 1� I I =N I , I I=, _ILTATUJ k%� It 9Eji,.0 11 I --@, i 910-V I$) i I 11 I \ � I i ­ ! I I I � 461. 'f � k I I � . I __ v MAX� � I ; I 3/2, I'OND sur,fm I ETIARKTION TO I ? W � )� i L- 1. I i� I ! __( 1 4_ u .j.w $VARIATION A _­ I i 4 , ,�, 'L -01 � A( s__ TO GLASS, - I � PANEL ttwarm i I , , I -- (D I I � � tot , , � to > _ , ea� (D I, i u, - '0 1 . , r , , i 1, "I -4 =�W --l-.1-1-11,�11­1-1- "ALL- f_­ � I i 'TO OLASS, I ON sHmrs I PANEL LENGTH I ULF IXE , I I : - � L 7 .-PARM NAME F94ALE 0 OR � 0 A - SHEU 1) am SRLEEY 3) 1 , ,� I , !-", L, *�� (sEr sCHEADVif 9 (SEE SOHO : � , k, � I I ' i , __ I __,:,k,._---1-1 i I � _�.: i -L- 1w, If -, - I , ___­ ­11 I ­ 7-- "I'll' , I PLUS (SEE SCREW ON SlIm I 1) t L­ RERT 3) c� " Al' I %m= 9 A 109 � I � V­ " � A SOZITION q'll-2c.l. 1 tSEF, SCREJ)" 4 � � 11 U � (SICC, I PAN�1 MATE I ON v OLAS 910-SW I I ON SHEET a) I _LAY. GLASS. ,,,, I v �.N. M SCHOOkK ON ,,, ­0 wiUm e I , k, � L, I VIj J-41AM&P specm I "'r-ARRI. t All � - , . ­ � =0XIL A* , I CAN �,- I ON vim 3) A----.- ------ A--- __ --, , ���Irz -Z.."r.l., I g v Am ­­­ .... � � 1�� - �,� _L_�� Z, m i - i � "I i , " A - = _-1.111-1 11.1- , I - m w - t � 1�­'_ j. PAM UDVTR I 11 ----,-,--L - ---- - j�­­ _i�_._ =,, (SEE SCREW a I ��N�,AI,__ r= ---,.,,. PANEL U11411i - A, ! I _Yk�_�,_ __ _ i I Ann, I "' � " I'l- - I I v MAX 1 ­-­�­ , , 0- 1 PANEA, LEACTH =01�0 � ,�� V�� ,. � I (SM'ScReWLE 1��­­ I I w I _1 , ,,, " I ==11-I't �­­ 111-1-11- - , , __ VI� L_J � � I SEPARANce, i � V 11 ,,.,I-,--- _­­__--_-­__.­_._­j PAREL LCIAGAR �� , ON SHEET 3) V­­ ­­ ­ I,--,-- -1 I , I , (sm SCHEVULE I ­ � I n L"J" - .jw,4 FIRL j , TO CLAW � MCCAD ____J , : 0KJSnp*4 , . I � 1 Allow DAM 7141) , i L 2141 . - T$a SCHEOULE , , I I ON SHEET, ,$) ... ­­_ - _____ -3 ­_ _1­_1_­11_­­_ mw- -­ ___._ - - � 0- I ZIIIRTII� 11 Zw SHurr 'I) �'RW-4 I 'j@ i FRAlf � I PLATE REQUIRM I I SEPARATION � I I i � SCHEDULE- i ON SHmr,p � 11 - I � =_1 t 1 z It - A -I, 1-1 �� I I I ; � --- C, ) � - �� i � p F-111y", I - - i I � -, �) I � ; AT � ; I - I I i � I � I �� A I 1�­­ �__­_­­­_____1__ 'LL� �4n­ 1 ON SHret 3) 1 - __ ­_____­ - -, �_F­­=� e- --I � < ( $CRIDUM, 1 54t � � --- --- I r, I P� v cn AT I OF v I vw w I: I .__n : � �-4-- 1 � , I 11 __01 � i I � n I i I . � I MW o . L � � � - o 3A.11 I I I _01 OF 'I I � I I - I � I � OXV , mo$x 0 � I � A T ��_ 1- 1 ,_04 4 1 ; i I 01 - A � I 1. 4) - 1 41- _ I �10 1 � I'll I r � I 5ft I wx I 777 1 �'j 0 12 1/2, 0,CJ SM ME MR MAX, PANEL L010TAPS III I I VA)L � � � I , I I � -1" F, I v r -1 - __0 I , I EO1 ..... I � , � of -V I , ALOONEXWtol AD FOR INES INSTA"TIOW - I k I 0 112 1/r Ox, � I i I OF ED � � ft (4 , il I 0 � _-1.1- =_ i I I � i I I I I I � I I f I - I ____ --k-1,11 - ___1 I � 1- j � I I'L­ __" MAW � I . I , -1 a) R ".r , i MAX 11 gv I I _) a i2 vr cz, � � , f T � . T , � � '1� 0 I � I -1 � . I'll, 1 4&_ - ,___A, 1 :3 1 I , � , � I ED �', - g 1-4,ft9%, 1,1_1 := - I f�ix ­�', � I I I � j 1/.,­2w- ___,___.,__1f___'___( ' 0 V4 '02" I � - , I i t- I I - , , a 11'r lLt 4 I -_ , 4 o 12 1/2- ar � � �11___L_____1_________-__ ____ - � - , 9 � , stkr. W-V ". I KWO I I t " - I I � I " L I =? A _11 I -, , K I -0 I togowt A4CHcR§ CONCRETE ANCHM ,� - i _­­_ -1--4-- ,�, , I i ,,� I ­­ - - , � �� �,, -, --"- "" , J, I , � I---- ­ _­ _77�1 � ­4 i_q* (sm IRtlaum CAR ------- __- ­­j­___, � 6 " ! i — C -1 'a -- � - — woo ANCHORS **B= I I 11 ­_ I--- - , = i ,�"' I I STAGREAVO W/ Mr) , �,, t t , , 1 4 .. SLAB sHms Q,PHEMAGH 0- - - LORD MAX ­_ _ 0 p ,,, 7 1 0 =11"U"I I I SKM 9 THROUGH 10; j­ I I,O , � ALUMINUM I 1 �, . , � irr . �W W CANNO 11� 0 LLA. 0111_ --- - - C. VALD fm eb _� , ­ _ , T � I 21"m lu Ann a I I LOW Ill I " � i � � , � Rux4m "I I MON) R I- ,__f�_-_Z� , � I �' - " 1 ,,I, 1 , , � (SAM ScREDME ON llr _AUE_ WCADO , - � � i � 1, ' 4 � � , - I 7 � � nk=;�UAAU N-W, F,W� I , p , I � � I L �,,, � j � 1, 5 , i , SRW 11) 1'1._­_r__--11_­ ___A_,__-______- Z 2,1-e WOOD JR-AX - , , I L_ I Sim POURED, 006"" am I - __ (1) OMMLAM m Umm TO A, Im mw owuMm MR UF--q- � � DrtK R WILRAW -, I � � � I - . , _,_,.-L - 11 .. 1. CONCRETE BLOCK COVST" SHEET 3 - _ ­ ­T_ fmoum , I � � � �j - z_ WOW ANCHORS - i I I " MR R000, HUAWT VAR r A MENFRIVIIIIN FwM ANY �.__ `471 � � MACHoms ,, ( e WOUIRCIT, I- NEw, LONG A�UVINVO SPACERS 0 :r*4* WOOD "I J� i � i ! , , I --- I , I I Z f� L Tsm SCHIEDULC ON 1 �_ �, � ��j ,, To JXAMI MINIMIAL, . ­­ P4 '. ­_ � : � � i I Slw 71) ow- �, � I Run BrOuArw -1- ANCHORS 1-111" MANC MEPHT tmvmx "MOO ON ow 11), '_­ " " 0- WIM = ___ "' � � I � �� ,-L � , I 1 �! 11, ! --\ 11 j Gy. I 11 � , m , - 11 =1111"O"" 11� � F*-9�: I Mom ANCHORS N - I� 4/v DO, M TOLC 01 ON 11 I* MEL sm"IMAPON � 2 w WOOD _1 I � � - _____ . � � , - , - , - , 11 , E-D­­' * , , , , TO Amc4m mm Im wwo" ok=mn ""r m a, =67111" j � SHCM 9 IKVUCH 10) , , 1. � � 11 -1 IN S,,UO I " - - OF FZ='M I/A'AR x , � - " V I � .� ­­...", ----I-- L� SHEETS s a lc) I � I */ �L_1_1� Ii l . PLIATI: RVOIJORE-0 MIADEV AT 6 lt4,�ACn, . � �� � ,,, I , - I �, LE CH I ­_­ , , `i, I I � �, -- ft lj%ff VASAN A I a 'T 1 IUA 0 , - - 11, , � I IIA ialmlICIADNARI 'i W."PE.=411 0-C 11 ­­2* W--- - � 1�111 � � �1� � 0 0) I , ., l SHEET 0. I 1�___ I OLIM mommg ;914 14091111bg 11 "I'll L11 (1) WARM All Kim PRINIAM i , I NEW Ul +ft -AR P^Y, 0) WA IM, am pwa tooms LAMM v W AT Aw "m "I � � - - - - - ­ ___ I ------ SCALE 2/8-11- wawcas(m �, _1 'v I I I It A ZWT (ARM PAU tog" Aaaw 00 I cn -1 GO kvsw S" PANM� in#41% a I =AI 1 I. "" -1.1- 7 1 1 -,--- -_ -- - - w - , - _ Man au " i V -- -.2W' (.),.vr�- ON 11 - i L MID I I cu VALI.Auumm I 13) i .mm.Nw o, .,. AS wa. I 1jr URIC VIAM SA Am ONAT I a 1w 4rmp%,w=A"A%L 1 ays�r V%U� M WIND 1011le"l. I AND A AS WZYM BY AIN. AV/,I-1 m I ,,, 1 I*) f.. I 1 r-12" $9,M)AM, No INS Auma rful w") or TAW non" I "A"Od"Off smL,418-r " 1 IMMIAM "m "OHNN � sukum OWL A � / I , � �NII GJAAANNNNN I _,01 ":. ` ,A .%, L-7:71-- ,% 1 4 ., w k 147,p% � . A T1, %, I— ­ _ � -_ I ..­*\�0Ekk,.-.:1j%.. . . \ __ , __ --------- -.-- - I -It , � � ,, , t =3 " ­..­��, , .�r I 1, ,0 JIM= '_ NO. 44,167 ` - 1-5 - Aii�'... S= \�-.EN -1 - I � I . FLORIDA, BUILDING CODE (Hall High V*Ioftcnwy HUY graft, Zone) : I L FLORIDA BUILDING CODE (Man HIgh V014"011fir coR10 Zoos) ­��,A ,2*1` . s ao WIALDING ODE (NON High ywelocIfy Nut canw, Zone)l wm_m&&wmNA0m4LS=Qw1 - . z I - ___ ­ L I I I , I , INSTALLAMOR ARE ONLY VAUD FOR W,X &SO, 1* I - __ __ AAM TUISrA W_ . I - rl.� 1. t,4STALIATMN ARE ONVIY VAUD FOR MAX, A-S.0- i Wr, - ___ < Z - f : o,44167 '. = wm mum w- 24 "M MVANIZED MEL STORM PANEL "P_ NgTL_fQ8 . *. I Top & BOTTW MOUNTANCS CAN BE � -. . Am 100m An. Z4 GAGE BALVAMEa SIM STORM PANEL "I _gQjdujNAj9N_sjE_$jQ=: No, 44167 I 24 GAGE CALVARgEO STM STORM PANEL DESIGN PRESSURE RATING �ILAF% AND PANEL LINGTHS I , - I !*' * ' *T - A%1w sy,� DESIGN PRESSURE RKTING (p,s,f) AND PANEL LENGTHS z *: * . * f %Nw go COMBINED AN ANY WAY TO SUR ANY AS FAN SCHEOULM ON S EEI � _. STATEOP � JC -------- __________1 - of., :;p I TOP & BOTTOM MOUNTINGS CM BE m PER ScReQuILES ON SHErt 3 (EXCE" FOR s INSTALLATION. 2- FOR NEW WOOD FRWE, CONSTIRUCTION: WOOD lL V -. . 'C_ PWMCTML P#WUCM. MC. ""GRYN'"N' `1 I-LTF. C 'O, .,, � GLOBAL PROT COMBINED IN ANY WAY TO SVfr ART ALTERNATE 20e) 1-1. - -.1 - um � Ij J;-t STATE 0 - I ECTM ftOWM, UC. - 1%, 0 "'a - , 11OR *m_ '_ S12'_ - , A-, � IL VC*imc� GLOBAL "OTEMION mt, . I ­­ ___ - - MFMBERS TO BE SOUTHERNI PINE No 'g� �� Z> - F-D. - EDGE DISTANCE ]�� / PRoucul Lm '11"" � 11.1 L ------- L" ­ L' PEcmC 11 _ L---" tNISTALLAMON, "Z am A* 61 ARM GENSTY OF 0.55 OR EQUAL FAI�YXAL' OCIES 1K IL I SIM21 .11 . 14 41XIO IL* *4 SINM - P- ,� - T 091% R� 304 1k, m, z TOP & wrmm MOUNTINGS CAN Be !�_, GRi0-- - * 04 'Rio -,,,%, I , (SEE SCHMAULE ON - 2� FOR NEW WOOD FRAME CONSTRUCTION, WOOD �.��,� &MAE, AL 310f. ..� RAIL4 SHEM 0 & 10) COMMANE0 IN ANY WAY TO SOIT ANY I f-A 'f­0mVA-w­ ffi�l (WRIAMO-TIHS, mAk. (AMAJAMP-4117 ONO*, V - -I---- - - -- - _- - - 20-17$ INNjono / plaw, "4)m-n44�, I -am 20-175 INSTALLATION, I ,smi&i;`%*:, , mom A., MEMBIM TO BE SOUTHERN PINE No 1 W/ SPMIFIG PROM KI, . < ,,��f : C.-IRAwto Ift.1 � 4".1w.1 40*000- I" DEANSV OF O,% OR EQUAL, tk-amle , - . !-- -, `*"""` , 'N" _It�_ pf, WAAWLITUNKOYARIF C�ww ps, I I �_*__ __ :i . I IKUP A, 4'. : vm 1`f w it _j Z A I! *= a 4, To amimu, - =-Irl , I ,-I:m fm -, I : � � � 1 vw"U&%kL__,__ A $ i 2 I .A�."_ 1�� - ....- I I SHEET NO. SH 1.3 :m I - __ 1 .6­0 a) � a) = Cn —Cu a) -I..' I ­0 > r- = 25 2 ­0 _0 - --.-- I I'll ­_ (D CL C= END CLOSURES DETAILS FOR INS (1) Q. 0 2 TALLAT19N IN POURED CQNQ_REjE. MAXIMUM A.S.D. DESIrAN PRUSURE R91HQ (p.a.f.) AND Q0RRE$P0NDMG MAMMUM AMHOR SPACft4 Srair6DULE CAT Apt Ito -t:) O_ . NOULDLOCK OR. WQO!D MUCTURErl; YALID EQR REGULAR. UrE F REGULM UQU MEL 1 AL- MAXIMU ER -1 f. AN CQ UPONG MAXIMUM AN098 RMING = .4 INN COMIE I .&I .." 10 5TEMS (VAUD ONLY FOR PANEL 0INSTALLATiONS AS PER SECTIONS I THRILL 6, ON SHEETS 4 & 5) s ig, d)INsTiAlinoNs two. CoNcREIE mc aoNCRETt aLQci( mucTuM (1) 0 — U) -t-- (VAUD ONLY FOR PANEL (D INSTALLA-FIGNIS AS PER SECTIONS I THRIJ 6, ON SHEETS 4 AIE 5) -_ I'll --I I * I - I RARE Below - - I .,AT"= � a) -0 0 ­0 _a I I MO, A.S.0, MIXATUM ANCHORS SW.04 FOR MON CO, PUT SO4MULIE SELOW, 9= Mkialum "I ASID. MADIMILM ANCHORS, SPACING FOR MIN E.D. PER SON * 0 ir,U. 10M. A.S.D. *kXIMUM ANCHORS SPACING MR WIN ED. PER SCHEDULE BELOW j1___­_­ ____­ APPLIDABLE MA)DIMUM C -= (1) ­ .1�11­__ "AiMpECINKE _____ — FmnkATE AMEL WA#Atk ANCHORS SPACING FOR MIN ED, PER SCHEDULE BELOW * -_ c) -9 4 1(p 9 10 OR "MOM PANEUMAI - = L_ 'a, DESIGN DESIGN MAIL ALS.01 I I ; 2'*e WOW FRAME r . r . .or 3103 xh-lk,p� PRESSURE IEAPCDN SOLLID-SET ZAMkD-?A" CALIK-IN PRMSURIE MCON I smio.-Sa ; ZAuvw0l I - DIESKIN PANEL DESIGN PANEL I 11 Ikp� LID I PLUS a PLUS 1 4 ANY PANELMAI IT LENCT PRESSURE I PANIRAFETE ,u �y RATING 'v TAPOON SMJD-M TAFACON I SOUD-SEF - LENGTH !r '11 (�) & PEOAIM 4063-10 lZu A� RATING AT, PRESSURE a m cliamica M. CONDIMPAM. -g-T-4tv- (ALI RATING lt� PADNG TO TO 70 S_ Irk, TO To ILI : I ANKE %Tf4 �V# X I 3/4' ', I (P.01J - ��.X-M.'-- To cA--fD-_,­E CDCAMI - Or THEM (it) (FI ,.Igm C, To .&I, 10 :& co'sm to TO & ANY ____ - FEMALE to 11f 13k.46 AD , OF TRW III 0 1 - I __ - Z.� - coocam _06st lo.,f) co,"lulopigo,clam ITT oo,ww"T.1.41 ("') (c J An xv4mm ODI CON= ""Sm" (it) 0 LL - - POURED WNCRFAL C1 ., A. IV 13, _,V_ TV Ir I TRIP) -7r- - TV TV ir OF- TV : TV IV - i�* IV WARDt WOM - CDROM 1. I filkit-l-i-e-Jil 1. ,� 3k 6 IIV 7 112-15 Ili �__ - ca -, -- ---L -' ­22: _Lk_ - A$' TV " 1 - I- r IV Ir IV IV IV TV I A 2/2' 1 LB� TV I �__ - Is, IV IV I Ir I Ir I IV I CMP) - - /2* Ir W r,j .;� ,.,.- F"We I 9 4/00.13/4 IV I " F5 IV I 1w ANCHOR 0 12* 1 ,37 A, v ,V4 §3 1 r tr -I By TiWMJ IT is' 13, IV A . ____ -, =0011"L.T. I L_4� OR(b 11�_ - IV IV AT* IV 13, TV IV 01/2' 13, IV IV A. 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(1) (1) III /'"*"'\. ��\-,, "'g, � , `,­ 12 1/2'12 1/2'1 WP2 - - - 6 1/4- 6 Ile it ( nwi OR - - 121l, 3 (WTT%O OR __L3:__ 11 - A r 13- TV 7 r Ir TV I r Ir .X sl-tr _jr 7- TV IV A X lie IV 9 1/2' 10 i/2' 7 Ile TV LIM- w-v Cn -0-` CL 4juq � -I I&TERKATE im _,_ __:__ - - - - US ZO `� > Ap u'a.c. 11 7* A r , .=* 115I_ ___ - - LESS LESS - $7 1/2'12 1/2" 6 Ile 6 1/4' 12 llr 12 IJV - - 6 Ile 5 Ile .3 (9011010) 112- 6 I/or �/C 12 1/2, 6 I 1/4' 3 (BOTTAMA) OR CU 0 T Ile i 1/4' iFIR V2 VARIES V 1) I a, 5 tirl 0, 4 (w) --- 1. -- - OR - 4 - 3' 6 I X_`Z 1/�_ LESS - , " a. w T Air -F - -- �)= - I It, 1� I - = - A_�, �__` , 2' 1 � a' _ !:- __jE_ - - 6 ,; '12 Ecm� - I :---T--- I --- - __1 /Z .C- Cu , r M., So< L <6 2U5" - - - 1-TrOM) . 4 ­TwT1"4 --- r -L- --.e-- -li-4. If, I :RK (-) - - . __ - J.-E-1- -Ar _.8_*­__­­­__1_____A�- . - -i-11v __ W - - -z- --,S- - - _,�_ - - - '. - w 1. r - a, - 4 (WrTOM) - i 80TAIGM) - -i- , . t-t- _ ___J_ iF, - ___ ___ - - ­­:i� _n_� - - _-'r - __!�_ TV li�_ IV 13, __�_ �i i - j.,�ii , , � MOA. I Sit ly - - ­ __:�_. raw 131 " 13 Ir i (TOP) ... #:-- - ---!L-. --,-.--- - ___ __ - - - - - , e - iw __ __ - - 5 _L_ �_ . =- 0) < - 1 4�- - -1 - ___ L-IR" 121= :=Xl 1= � - - IF IV I 13, IV IV Ir 5- - 11 - I r 6 ),(2* IV - - 5 ITEM `,-�­ - it-�- "' 11 - ,�,,,i I. -, A, _� ril;_ , , f Xj/_711 11111� r� - — E IF- -6�- IV IV I A - - -ar- 211L IV - r is' - ir u" ir IV to, 5 rw) TV 13, 1 4 -_ - -_ r " -1 al"" ___` , 11r. I X _. I __11 READUIRElp IV Ir 13- Ir - -13;z-- -= --;- -�= - A ty 1V ir r Ir TV Ir 13' Ir TV A I I/V 5 cqiFom) I � " .� �F , A . - - - TV 1. 1. - T Ile �ii 1/2' 31OX51'. 71 11 \,� � "'_" / IV 11* IV to, 5 (190110m) 13, '. ­ii_ ir � 5 Maricip) IIIIIIIIIIIIIIIIII All ALLOY - -�, - -�. -TV a (w) IV Ir 13, IV 1V IV 11 f 11 tyy 0 (mP3 _1�� --ii:_ 13' , _Y - , 'I __ -, NT, ALAA ANQW 1�1 Ir I -a;- - - -As - -T37 v- ­­ ___ - I � _;�;_1_,;i;L_ --I=,, _11F_ i_��­ Air V ". - -- 4 Air 7 1/2, I- �_/____ ­ - - 1. _Ar __!E_ -23_ t --- �_'- ­:- ---- --- 1 .45,--M ­T_ _ _.- -_ , IV --t­-­ ­;3­­Ti;­ = ; it w OW =(-) - - IT - , ' - I Ii4 'TFA14C - - - - 6 Ile 9 Ile 6 (801ri III TV IV 14, I A. ir 7t - 1,12' GAP +01-45 - " -1--i I - � e T-11le A, g- � " - - __�i - ___ _j_1_14� -Ipe 0 lie 4 I/e i � a Mon.-) ' Air 13 - �7 � 2� L - -_ -7- _= ­_ - - (WI `/2� :11�3 . .---.j \__/ �� 6 Ile i i�lw - I I TO Z' ._�i I . 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IV IV AD lIr Ir to 1/2*11 lir 8* Ir 7* 2 (BOTTOM) - IV -,r a I/ - ,yk leml � 17-7-11r 1:51 1 _ i__ " ` ` ­ " ' "' it- "; 1'r ' ' -f- -i'L- .i _10- JK_ !. -11-r - . ...... [-6-- '_ - - - fQ]/� 1 2- ; I CASE f , " I 51-r 3: � IV 10 Ile IV 110 tirAl 1/2- 9- IV _r Tw) - >w--e 13, 7' 'r , IV IV - _ _ - _ 1 1/2, 1 Is WE A (PLAW CME @,(PLAN) ___ I'V-11 - _1'O::::t %F4 .57-ir SrAUE 1/4--l- P 1 3 MOTIMA) To 1 1/2-121/2' - - . -!- - 6 Ile 6 I/e 12 1/2*1 - - 0 Ile a I/ - - T2 1/2' 12 1/2* 6 I/e 6 Ve 12 Il2* �! - - I ' I (TOP) To SCAU I/e-I, SCALE 1/4'�I- SCALE I/e-I' - - 12 1/2' 12 1/11 0 lie IMP.- - - 6 Ile 61/4 - - '2 i/2: L7 lIr 45 1147 _6244� 2 _ - 6 Ile 61/4 3 MOTTION) SAO I ,T 10 _1�4� 1 Ile �L/4 I "sorm T !, � 31/2- a- 4. 4142 3' a 11:r r A 1. - 1/1' v v 8� 0 j_1Pj.LI/2' Lllr _,.L_ L!10P) _ -0 - ;,=_XR11=�_1A w_-V 7� 'F- -w 3112. Y- I lIr ,w A, -- --- __ __ w) l'-pi, 12 _____ .L L_ _�_. _.y _" _____ 2 Air A v _ -j-q,-' ----�- - " _.n_ - - r - S I/2" - 4 (BOTM) Ir __.:_ -.!:-- � r - $ lir - 7 I/Z* - 4 (801104) Z-1-Ir .��_, I__;,__ _. �:­L__ __ - - I-_ _� - i4�22:._J!�_ IIT __ . '__ ­ 1. Iijo L -1-:P- -=- -T-;- M lir ------ 91 ___1___r__ - '. - All - , , - - a, - - 91/2, Ir 01/2, DO - a, - ff" - 7V --= i vir --:� a.- -,I- -w - s 1/2- - r - (BOTTOM) - - 4 ­i I - 43' I� IV IF I., 7 Ill 61 5 .1 1, 13-7 Ir to;' Ial� ­ �. 1-1 TV IV I _____ _____7_ � 9 L/2* !�� I Ile TV 6 1/2' 10 Il (1101, , I/V L, ir - - - - ' '. 3" it) I/v Ir to 1 7 S 51/2 13 13 I. I - - W i_,_�FFT3,;_ - IV ir to' IV IV it' Ir - i/2' TV 10 1/2 1, I V ,,� I, I - I- V�XRUM_m - - 11 -16 1/2*16 (TOP) _LS-1 Ir TV I - i0__ -I- _j_ ill . 44 M 00 IramE to AM _T3,;_ --r-r-w Lo lie or -"/, �1 I /F -417PT -AT '. I/F 17r I;Ii- 5 Tilt- 9 lir I- IV 13, ; :�§ ' � i__J_!� �-. �' �- ��- : ::K: 7� ii" 1. 1 , SOCIAU A' 174-1 - :r:­:/-_,v I 6 I le to wtv-) 11 _ __1_1�_ TV III 1/2' 3: ,/41 al �,,j , Ir v Ir Ir ,1/2'1 Ir 16 1/2, 71/2' Id I'sx "OURED ­4 'a 0 0 OR ='w,'Xpn`­. _w1w 01. At I PAkVLWJT -_ . ,,, . f � � 2_ - � - E12K - 11 1 1-4 -.!- -To i - -1 --'r --Z- I I --- , IV � - I v"s I � L ---r- ,� I ,. I r . -w_- - 7172T - to * it) ___L.: . Ile .qL I . (eIf , ­ DLAN, PALLEL itAl WOMPTID : � MAM"Wo - :.�, 2e�/e 1-7-- - 6 I _Y_1 =_4 _.�_-_ , - - I I . .�el - I - 61/4 1 . mc � (4) & 0 . _P 03 a i �- I 11.1 9-1117') I -_ - i BEY" I L ia" I l CONCRETE Amoum - __ I I I � OR 21A'r WOOD FRMIE 11k.11 , I RIOURITID v . I— - I .�,, I -,�, A It A -,JA* Mt� / - A, um ii a USLIL a , , ;,X11 - ,�k� ' __ Ir J; I 1, I ­­l � ,� f MAXIMIN PANM w3w" PANIEl- , I 4-- ­4 . (t OR(t ) �, 1) = Alp ., A, sa SAW 1, M AWDHoAS TIl k VAMILLIFOR WITALMNS WO *TKO MAW 0U1URpeDL "D. On" LOAD Al DESIGN LOAD I VARIES I \,­C1 � - F&= FARIALUEL TO 9 pAmWjm ANOROR SA%CM AND MANAAWI E= =ANOE ARE TMOCATED ON INS SCHEOULL FOR ED LENGTH - S SEE SAM A A FOR ApIl TrE 1k SPAOIND FOR 41STAVIATIOl INTO WOOD IRMA RVILDINK LENGTH ; � 5, W_ I N-1/ Ill (WM CUT END PAAW LESS THAN onwo ON uNo" RW= ANCHOR SM04 BY MULTITAL"M WAMING SAIDAWN OK 40 PSF OR LESS 6.-S. 111"11M ANCHOR WAMW NO MOMW TOM DISTMICE ARE 11,01001111 ON TOM SOOUM FOR M - � I X - 0,0� r DISTANCE -1 - - - - - 1­1804K SCHEDLU BY Ile FOLLMM FACTORS. MR reA OPERATION 70 K POSIRLI 913110CED SPA" L=rf",It,C;Vog,501[A%S.tE*U.Ml��=],fI "TIPILlIANDIDOONGSHOM404 40 nP OR LESS 6l , "i-I'l- � �n_ - - - �'. I rry�.) WAM WM 04M SRM,I, WOT IN LESS III AN0141110 SFYZARP AMDOCATTED TOR PC" MOM VK '. su"Et" rl No K POSSOL11% Roppow Smm 1 -2. blifAV40 U" 4FACLOW SHAU NOT BE LESS THAV "" VACM MOM "ill Do" Aillotoft ly"t � ,� I - T ON r4s SCHEDULL - -.-- > 40 PSF TO 50 PSF 04 no sa'auLL > 40 PSF TO 50 PSF 61-2* 1 i ,, I I l 4 .I- . I -� I/vA, 1/4'. 1 __ .­_ -----,.-:j A11VHO11I M _!��, - --L/* - Ix. W. - I/eA Ile* i/li'l, , 1/4�. - __L�021r_ > 50 PSF TO 60 PW 51-IC z - - ',�. "Alo NAN,, - lwt . - ;�L;�Ir��_ -." - � i MOM m - 1;�__ ,;,�- �wivii - ---- /--\ --f-ill --.0 1.10 It IMAM PUR, I " SO PSIF TO 60 P5F 5'-10' I . - ; . 1 !40,;��%, SCALE 1/4'-I' WIDWAUM #MGM 3 a lr.r IVIL I DARA" ANCHOR 3 3 At'l 2 Ift A MAX. PANEL LENGTHS ARE ON VAUD FOR INSIALL0014S = XNU 4e t� V" FOR DIRECT MOUNT INSITALIATON ONLY * 3 3 Afr JIM 4l W/ SOLID SET ANCHORS * SPACER AT 12 Ile O.C, n_s_PAom01)_ __i___..L_ - SOLID SET ANCHOR 9 SPACER AT 12 t/2- OX, \--/ \-/ Id";;K. - � i__ A WAX PANEL LENMS ARE VAJ 10 FOR INSTALLATIONS __ 'A"40 If ot , �.A-Eksj%r! r% CtRITFIED PANOL 114STAIATION AT INNUILS All "Metwom � #Q. __ A it lip AN WAOMUMna 3 IA* r 3 4'l 3 1 00LI101110l w/ 9 f "' "' DWAMVLM) MOM .A* N s S,jr DAM 4 . � DwAppa"4 ==- '3 -7 —, ­fi 11/2 a I/r 4 %T% , ! ,16N z .1 SURFACE LM VARIATIONS WIT-LIN 3/e FACM .­%... _. /*r�,V�,. _�' - - z W 44167 ' - = AMK BITIN 1111111111M tED.) - - , , j - , Ekv, * . ,*��r Is All, FLORIDA BUILDING CODE L*on High Velocity 14wu cons Zone) - An I - - - '... I FLOR] BUILDING CODE (Won High Velociiiii, Hu cone Zone) !0!!� m mm ) � - " ,A - , .1 FLORIDA BUILDING CODE LNOft HILh voolowgiiyy HU cans birte) ­­11-.1-m�_ .. ­1 __-, ol - - - - . � __Zi�_, __!W__,_,______ - - . I "m talwo. ,Lc M 1. 1111m oil ARM TIUVOII A& ", lief- . � CASE E. (PLAN) CASE F (PLAN) . Am F�K .___­_1__!!/r ­_,F7"7'__1_______ ___:!:_A-_—_-_-L - aii - . -. S _Ilii_ L .----- ----.--,- _-----:L--. .' 0.44167 . z 24 GAGE GAILVIIIARZED STEEL STORM PANEL � - � 24 GAGE GALVANIZED STEEL STORM PANEL - _,"i ... E : 44157 ' - 24 GAGE O&VANIZEIT STEEL STORM PANEL D� ft ____.__ALA�__________ - III,: Apr : IT Dillow W. . If - I on - I`* ­___ 2 I .. A, 1`111 - ____ - --J-----�� =*. s - --,-. __ r � ____+ !_r . - o." - * Ic SCALE Ile SCALE Ile �-----A-- - I -_ - i Te 0 , ---� ;;____ z -I' -1 . __4 __. - cZ-1 I 07/V/Iam 1z 1 1:_ .. orlrtl"" - = I * :.* I I :I 2 1�' -111, Z IILIIECOI140 GLOBAL PROTECTM PRODUCTS, U.C. TAX, of�: �.]:,'_�_ 11LIECOwl: PRODUCTS. U_C� FSTA MOM PROTIECTION PRODUCTS, IM "' -11 . V;4% ITF _�?__, L_ GLOBAL PROTECTION 0,31'. ­___ I - , L z Irc 0 .. 9AX O � � 4W ATL 313,5111 - WHEN SPACER 0 - vk, "StT,ATE ARTIRT's"R. 0 star ,dco -1, � cie-WITOZ IMAL AL 14N, 4 SPACINGS ONLY VAUD 0 SEE YlAut, T� SPACINGS ONLY V" .� A_ . a", rx, Ail, k, %, - ainut, _Z& - " , ,a r= 20-475 DESIGN LOAM & MAX, PANEL LENGTHS . l `L,,Me, 20-175 piltile, (W)480-7546, FM (954)60-M7 20-175 DEAN LOAM & Mill PVINEL ___ _ __ _ SPACER ;t ;�`I` - PHRAI I'* .. . __P.j_I mac ta*)M-Ima, PAW WHEN Is ... M ".' N'�p -_.--�OS071/1111 � - � ,r7 ­" - __ X�E'V'M�_Z*z ;1S �USE� ' MR WE X10. 01 � ` I rr WX D B�,> - " SW IS NSEEL VIIS U#SED AM IF'S KEr 10 I - _ �i�Wlf - - Oppim" - _. [= oqw#n � - ,-. . I =!!tl ZZ EKL:M�_ . A - � Iftl I NNIiiITDv@K�TpRoAAAw/oAm - i � �11���� � ��� � , - - . I .1 1.1 . ..E WAL,itimpArTAE/wr - REY A OF is -A 4.N.jbw--T--- 11.11 I I � 3= kA____1 11=74=ji� IT =- A ---== 6E 320k - , I � -, ­­ I - . . . I .11 I w - mi !------ " - - - ­ - , "--------..,.-"*Jk,4�� (w SECTIONS & AJOINATIVES ON SHEETS 13, 14, 13 4116�- -,---- __� � 1 INSIALWIgbi DETAILS E98 LIFE SAFEIY PANE t I I IIIIIIIIIIIIIIIIIII r MAY. *-IA/13, R­2A/11 R-U/K R-19/M R-29/111 R­311/114. r MAX. l 1* MIN.; INTO NOW CONCRET ­ -38W/ifi. r-f MAXIMUM A.S& ,DESIGN PRESSURE REING (2.s.f.) AND CORRE20DING MAXIMUM ANCHOR SPAC&IG D.W(j). ___ I-1' '� +R­IA!0lpAp1fh R-2AW/15. 4-3AW/16. +R­11TW/I& R-21111111`115, IT " � _'L______ ----�.---,---------,-"-,.�--.-�.----..-,�------------�t--=-i= I/ef 1APC04L_,_,_ � ... Mr. - - L/4�PDITTA:IV _ 1/4*0 jA�CT!____,____ ­ UPM I/ef, jAtD��__.___ ;.­ � HEDULL Egg REQUAR 5198M EANEL M INUAUAligNs I (�) .1 (�) ___ _­__ , � ANCHOR 9 IF O,C� � E ,,, OR E CH _6,6�_ �__RVNG POURED ­­­ - - _­ . �,_ %w. _ , � ". , mgm;wa." 'I (VAUD ONLY FOR PANEL &INSTALLATIONS AS PER ALTERNATIVES IW THRU 4W, ON SHM-M B & 7) 0 'i � 0 0 0 0 0 1 l " CONOPCIE BLOCK - CONCRETE BLOCK . 'ONCRETE BLOCK CONCRETE 81.0i 11 I I I ; I � =�l etouwtw 1, -l- 4EOUIREID. �,�. KOUlliVD. 7 1 ­ — A . 11 - �; �� � 1. ----T------1 �, "I __________�­__ ­ _____ - _1 !__F_ i . i, ­02 C l_ 20 i� /-.,\ qw-7 1 � i l I I i -02 _w 4" - . I � ___ 7 , I � ? I � ,C= I � � I - I "I ­111- APPUCABLe ,, t. I I I F_ I 1/4' f'" ­ Ile 1 2- Ile 1 -��­ Ile 4" , . � z . . . � , := I. III I i i i - � ------.- w__,______1 0 MAX, A,S.D, MAXIMUM ANCHORS SPJLCM FOR E.D. - AS SHOWN ON SHEETS 6 & 7 A"PuTc"BLE uwwm MO. A45.0. MAXILMUM ANCHORS SPACING FOR F D. - AS SHOWN ON SHEETS 6 & 1 MATIMUM 1 � I 1 1 1 � � 'j! __ -1 I . i _____­__1l l I'll, DESIGN - ALTETWITiva ZA DESXTN AlI PANEL i . i - i'4 . � '1111�11"�,��, . .. -., I i , LLI * ,;;vm� , Lmm � I �� I ; : . i 1� i ­ I i cc PRESSURE PRESSURE v ; I RATIN AVE WOW &SH,NG G&l,jPLApAGN RATING TAFACON LAG SCREW PANIELMATE 111 & I I I i I , L/2 t 0.4, Z � 0 : Eg'. ;F i ­­ � 111 � l I I I � "I'll", I � ell, V_I.L tn.) .71.6;1 I I I I � � i - _ 4' 1 6 r- = TAPCON LAS SCREW Wool) BUSHING cow i � I E-� I I ; : = c= PANELLA PANEUAATC PARELIAXPE . ; I I , I 1 1, I I Lo j I , i F -_ FEMALE 0 --- "I � . , i m -.,--- i t m I (P-il FEMALE 0 or THEM (Pj.Ij I ITT OF 7& (III I 'I, ! . 7 , I IV � ; i � i � 7 - I 1 13' I P . . z I ! i I 210*1 r = IV Ir 13, 137 Ir TAP (pop) IV IV TV IF i � � I i � � / I- - ?`__ `.I"`1"-H I : � f : MAX. . "I I ! ; Q) 4 _(:� : " Cm I i I - I � -_ - 1. 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I z � !,- - ____ -4, ­ , '1�%Rlt ; ----r- -_ Mfm xi�wlr) � ___ I I � 1 (10010 WERIJILP MITO PAINEL LENGTH Bol _ 'A� � I i LL - - - - , I 11 I A, I - - � L -clE __ --- - , __ -1 ,__� __ I �-­­ ,, ­-, ­�', II , - - :nal a' Ir 1. - 71/2 3- 6- a, - 3W (Borr* I I I .11, __ _ -, -, 0­ ­ ­­ - ,� I �"'.4­ '' . � ", . I � , f _� ­ -- I I r .1 I.. 11 ­- I . __1 i cu � 13, IV ! � �71 � � v 7___ � �_ I , ­ - 1. ,,., , I il - - _ It ''I - ­_­-) L 3: --!i- __ __ M __.. _ _ ­_V, 1-1­17- T -" `­­ '_ -­' L ... . . . .... [--,-; ,j] , , , ,:: ,f­­ ;"",�� � �.11_111 ; I � USE: W-181 WL PANEL LENGTH 11 I I , ­ - I � 11 , I,-,- ',�. W, -C Amic C, =_ = OLD I AV TV �13�__ __T3,; - --5T­ lr__W_��__ F i i l I , , I ; ,�� : I I- - _ A v M... f I I -L. 44, 11 E - = +45-4S Ir ie - ___ ____ __ ___i_3;___ 4w _(__ 3 �� �_ , , 1/00-20.1' i I ---- �­ _____� AT ALL MOUNTINOS, 0 I ' A� PANEL LZAI __ ___ - I.v wjj�* .- TV IF i � " - - -11 I - - ".- - - -_ - - � I I L ­ _; - I, _. I -_ ­__ -, ;-.---I-- .� 13, !9-_(N_ ... 7") - , I � _1 4 - - +IT& -45 13; Ir 13* "*-G, 1 11;Qv1 .- -1 L 1-1I � � PARM LENGTH PANEL LENGTH it , I PAM 1.1340H I 1-144 V, - - - -�4.1;siv ' 6 E:::�*A) OR I, Rw _/ � � 6' 1 � 1 - 1 \__ ' � ULAR i � - ;"' �' ; -----i GLASS 1i __ _ _ A L '� - ""i __ r ' I - OR __ � I TO . I � t I I , Ss- BOLTS WA --- � A (SEE ELEVATION = .r LESS - Ir - - 13, 13, a 1/2- IW TRIP) is' 13, IV IV I* (w) t P r � � . : tl� - ­­_ �_ = =_ ��_,-:�--j __ 4EVA11ON i (SEE ELEVITAIDAV ,�� ! (SEE ELEVATION ___L3L_ +75-1/4 ___13:,__ i � p ____1 I f j � I -,' AT EX OVI�RLAJ ; ­__ : L i I ON SHEE, Fl­­-, I'll, � ­ 1. _ 0, C, -�_ I � 0 1. � , , i � I T , 12, 0 1­ ­ ­ ­ .. .... . ­­1 ON SHEET 12) 1411). I ; ON SHEET All) J­ ­ I J= (J 13, 13, v III, (manaw) 13^ IV is" Is- 6 Ile - I I , � I ,,, � : � t'r. i I I R_ I .T­- ­­­­�, ON SHM 12) , ___L3:__ ly - -_ -, _to (sporm) __ ' �__ --j � � I ,� -'. - , �� 1-1-4 ___11_­1_ 11 __-,.,, L__­.. � � i IT i ­ P SIDA"llol A I I , � �: m , /2. 9 1/2* a 4 IV, 6 I/ - I ­,��'_'_­­­­ ­­1 - - .---,,-,, i - - i i I Im CLASS, I I 9 TO GLASS. I ! I I -r, :9. IT 1/2, --s -11F 2w 0m) - , I ........ ­_ I " --7'1'----- '--r-- -- � i -�;D --I 1-­­­ � ­ - I.-I-i _­ --- '­_­j_._­�-­­-j' ___� � I ,,,____,_�__Li_-L L ILI � L 6 1/2- 6 /2 a 1JI' 5 I/v * 91 211, (TOP) IL, -, i - � - - _____ -,---�­-�--, ­­i � � I , � il/2 : = ,w M .= - - __ - >V-V - - I 6 1�=/2 1 . ; ; V 2 � , L I il � �_t� 3 I IT It � i - ­r_ - - - 6 Ile 1 12 1/2* a Ile 6 Ile 2W (9017�') D`S_-O 7 I f , � xi i I I : I k 1�, � . . _0 I - tj a) . : I I a T/4 12 . j :1 ; � j, 1 I -= 2A, .0 = 2W (WIT.") _ � � � I �� �� i , � ; i 46-t. � --- �_____-, __ _,, i __ 1 ,,,, - -- 1 T - . I I L : A 4 1A 1 7 1/2' 7 112- 1 . I - I ---.,.-- - I I i � - .... 1 /21 r I ; ! � 4 1/2' e - - 14!-C r � � � I V� I , i , , V2 � � 4 " 6 A - sw (w) ior-aw) 'i!". __ i � , 11 I 1, A I - IT, -1 ii. � . ; I �' , _l ". __j 1­ ­ I __1 L 14) � 4 1/9' 4 Al2 71 - 3w MMT* 51 3 ­_­11-1- __ ­ � i I i - ­_ ­ I - - ..a = I L -­ __ ----.;-- - - , - _ -, � I . � : I (a 4w (TOP) - (wrom) 1- 11 __ _, ,--- __ - � i,_� - ____ __­Z­­--J i. , � I i t __ 10 i 'i 9� I , j__­­ ...... . ------' 3 �, - I I : � '- - - , I � I - 1 1 � I - L L 1 V2 _'i -I �----r.��,-��---�--,-�,-,--L�--------"��." - _1_1 i_ - - I "��,, i 110 10 1/2' 9 111' j7;__ 4W POP) __ __ , -0 I L T � I � I F ; A : . 12* � � � L � - I I i -1 r - I � __­ - i�_ _J, � 11) . . i C . "" L . = E . — —'— — � _� I . I — . I Co I - I i I Ir IV IV M 112. 4W MaTichl) 33, _____i____1 �­­_-1-- --- - ____��=T:,_ t_�__[ __ � �,; � ; -1 �a � �- 0 11 11. � � � I I NTA6� _ , I I I ­­ - - , � � � � L 0 : . I t. _ji� ­ l I L t L - , , ,--,-A@ � ! I-- .--@ � ! 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I- 'WING TIM AT . � "ie * , JI WM NUT At 1 ; A'# ""�� , or (�) Uffm Il - MO _ , 0 12 ! �, ./va.c I �_S�Tia, LEFT PANEL RIGHT PANIEL 41 1 , 1, L I A. �fl � -, --(A- - "' � 'L 4 - um b A � A. ,m, R-0/13, R-2A/13, 11-3A/14. R-14/13. k-20/11 R-30/14,, (49 1 1 , I I � L* = : ; At 1/4-0 tAl /4-0 TAPCON A.S.D. DESIGN LOAD . L*R-W/M R-2&W/15. R­3AWjI6_ FI-Ispe/1'% R-2ow/._ .. ­f - ; _J/11*4 TA77 ! --!/410 4, � -&cHOR 0 0* Ell I 110100" PAIREL I I.. 01C. ANCHOR I 0-c. ANCHOR 0 9' D.C. LENGTH ;__­_-­---­___----JXCHORS (SEE SECTORS A, ALTERNATIVES ON SHEETS 13, I*, 15 dkill)- - - ­­- ­— � - ­11. ­L ­-_ i Ile MAX W 1 . � _VgTING RED CONCRETE OR --upogg _FATFURROTMED CONCRETE OR 1 2 Trolutto cow-Rm OR __ DOSTING POURED CONCRETE OR fax OX CM CFAITEPOIJ REWMM� REDUIREM 00NORETE ftOCK ftOUM- SLOCR REGULATED 40 PSF OR LESS W-11" UEE SAEEa �Lhi,ffl X ELEYAJION (41) 7 F SECTIONLRmIAL SUM .. R_-2A 61 1 -2. i --R- 0 a L IRMULAR PA EIS 0 '- I I 2 29MMEL g Kfiwm �PANELS ksSM"rL > 40 Ill TO 50 PSF - REGULAR zav, SCALE i/e-l* --(D REGULAR � � 6 A > 50 PSF TO 60 PsF 5'_l O" ...'.. J' 1;-�D STORM PAWL (W Ovet�.f�l_wl YAULM , STORM PANEL I � l . 01114,10" z I _j 11 ­ � I I i P10 � I ­zl­�­= — --.-,-- ­v i l,;t' ­­_ - _.______l_.­_ — zd� 4 MIMS NO A MAX. PANEL LENGMS ARE ONLY VALID FOR INSTALLATIONS I/,. �, /47F�3' � , \ 1, r1\ , ­ ,.,. .1�1:1/� t I ; ldlv;,� ___zC7 _378-1. , ­�;_,� 'A'AMAIIIHIIIIN MAC Wl � - l,/ L __ AN WqQAnNEL'pAATE JXUALE 0 OR PANEL MATE PLUS \ �, . p2e%�� I / n�%N -? �� " W/ s q 1 . . i , , , - . . , - - __ -.- .. /P , - 42� AT ___­_ __ ---- ;�_-.,9mi:l=;F_­ � ­­ ,.,I ­ =-- t- ­� � - --- ­­ -­-___# __ -1 , - ---- - --- !I,_�__ ­ _ ' ,, SEE Sm" AS 4 It MR ANDOM ANOW TIM __.jt4n!_ jF -*.." v%EAf,Pj%.14 ps"o � .. ,,�,� I i 7 � 5: N �r,:�, � 1 - x III A SPACING Poll DWALIATIONS IMAM UP" 47 .* . �� . 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Loll SCHEDULE III THE MOLWAIM - - , 1i � ­ -1 . GLOBAL .= &*I 51 suw / 11LIECO'.." DATE- MR Itz OPERATION " Be POSSIBLE, - __ - I iT _______. - D� "I ... �/ 1111JECO ,M7 GLOBAL PROTECTION PRODUCTS, LLC. - DAM. - 04IIIDI� & - - "M 51w, si SPW AA GI � 333I, REDUCED %W04 OBTAINED US94G - Ve GAW __ NA Tun TMNMQ &go PAI*, & M114 I _-LAA)_-_ "Nom ". touim�8797 PHORE, IMMAR-730, FAX: D,").M..., 20-175 FACTOR wak plot K LESS "" -.-"-- 3�________ --,-,- - "I I= cow . ,W, 20-175 - . 40061 - I . DAAAW ft; "now SPACIMQ mona FOR rm" r It" 11 Am, P"LAIC ARII ML fw)m-*w lT1,Me,1�flp,e,,I .... pE,,c,lx rA- 14 PRAW" Rot I lan�_ ;; X 1 Q-- "`Imal�'ffl " "Aw ----- -- __ ____... oftemi - ..... �a =I. I �_ `-,,,','%, # .. ___ ..-Wr- m , `NAAAA� . AL, OWX!7 20-175 SCALE 1/4r-1 - - IKL WALYSOOOV*EAWM � M-1 0!_M_ I I !�_ i eem i - WMA BMW 12 OF 18 L_ ____ I VOLT" . AA�m 11111 I 1 P44 *_ ,I* - i r7l . 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'_�_ i , , � I- Dl�:__�7 �__ II, �11 A .F- 4: i i c . 1 j i 'I.I.-loo'. � _ I I Li �, It ... i t-, �, � ,, � � __.A " ­ "s MUP ! 1 �q) I .�;pml- I I : I A 1 - T EXWRA-91 I ___ - "A- , I _(X ii � � , T . .i�. 11 - L ll ul U. > GLASS A— �,, ; 1106 ` AT v, � I � .. � 3 I I it I 1, I I 0 . I i .�­'_.­��4­'_';"Vk '�,�'^,� 1 - , � 1,L:­­­,4­­��,- " . , A P ! " gi._,on. i I 1,,/yl� I I ; 31 - � ': - ­�___. _15, I .... � ��, l,,+ _ 110 a - � L a Al � - - .= A WAZAL A, " .�-p ! I Ulm 00 71-4n I SOLU A, , / I ---,- � ,-t,A­.,.7R � A _A 1/41*-LoAll . -tio,I I 1. - 11 e � ; LL ­ - �1, - -, VICISTINO 4 11 I #­1 _1 --- �, � _____ - �,_� I.- ­ R%IiNp 0 �zj vm.w,py i J , 11 UMM4 =&4__________1, - 1L.-I . Ex a � � =&4,-L-- ­ _1/ " i a `�� GLASS AT �t . _4_ - I ­­- ; I i ­­­ I- __ A . --- . i fIrq I �/ ,,I _ I C-a >_ L_ ­ - i ; *0 MAY i ---,- ­ -- � ... LL � a a IL ­­1 . .1 I 4 I am i Ii I, ,- I - " - E Ol i A ­1 ON SRW ID) -7--- ----I v u... UiA� LI.LVA'Auti, "L, uxt, 0 - -------- _ __ I 4 - I ____ , 11 I I 10 M.. A— L ­ A � I Wor-r-11 I i __ �, ""e" ORR 7,-V) i - - - 1 11-7 MNL, I - I_ , " I ­­ __­, � o- e I[ I � IT -/ I ;�­_�I—... I --- (Sa ELEVATION (SEE ELEVATION 11 I 11 1­===140k� §�_____I­ 0 , - ii a ­�,_­ ] v MAX. AT A PANEL. LENG"M III,—— ­ I ­­ I ­_ PANET. LENGTH ;: I � IT i L_ L_ ,� '"L T,-,I;. F_ 1,. e� PANEL LENGTH m.m.Ziar-Im I C" ShnT W 0 1 � -� M 4 EL UEFWHI i I (5= v 11, � I PANEL LENGTH J! -I N I— - __ PANEL LENGTH ______ __ fi� PANEL LENGTH I rl ____1_1­ EIEVAIXIN 11, _ ____ i I` - � (SEE ELEVATION . 1;� I_ -1 ON SHEET 12) IT f A I ISEE IIELEVATIGN 0- - _. K I � X .- 1 IT (SEE lit F___T­ - I _1 i 11 tSEE ELEVATION ON SHEET 12) 1 IT ______ - ON SHUT 12) � IT , ON SAW 12) lt�� � i 11 � 11 HEET 12) ­1.1_­r - � IT TO GLASS� ip" 0 , 11 i U) a I . - I A . 0 1 � I' MD, I I -4 ------A,------- �-j . I) __ .1-1 L L ! r 11 I � � *'­-4=­- ­t�ll l �-­wA-CpN-,_._ ! -<D - 1 4-1-416- 11 I . < � �M I � �. I' Alit, : I � IT I" ALI � 4 TO al.kss� L IT wt,io. . . 1, - -ev f. I � � - ,, � _Sv%FbAIIOA+ - I - _�Ti --o I I 11 � 41,_1 --- ­_11-1--_ _� ONKI, K "" g i � , � __ l r�__ I J_T � � _S� I A ,--,- I � : �" "' � --SEPARAXION-- i � 4 � I AT mm, --- I � I I ' ,47, I, ­0 Lik � ,_ 11, " _01 I I 1,__ 1. �w ; A. 11 I � _ I . 11 : 11 70 OLASS� I '. � TO CLAW. I -A 10 IT I* IRA. ,,O, - ! _? j - Ii , , � .1 I TO ,LASS -, I � � I ; g,,;g ; � I : e I I i CLASS � I - 6 TXDN___ i : � ; I I To ZITION -- ! I I Vp I I - I f WE N I A %ASS. I j I - I , I � , __" - I i : i, .." � CAJ 1 i Tum" , o I I 11 4-11 __@ 1 � i IT � , A z i $ _ E"'n t__ _ @ � � i " ,_ a it 11ri 1"" � - l, I 11� , , - 1�� � k 1, � L ,11 I i ­­ - -13 ." 6 � I ! .-Ar-u-141 CONCRETE OR � i � A v , -, Liz i = - 1 EQ. � , ,.� � ly � I I- ­ � L qpoum, - _:�z 1­1 I - A ,�, � , - `_� ­: [t!jL'j - I I I I - -0 CONCRETE OLM - I ­ � COSCRISTE BLOCK I ".." "" �_ ��,, I __ _ - I I .�o �_ ,4 ,_ -,- F_ � I - . - .11 % r- i �, @ I 11 - 1, I ED ,�,,' F, , k A l?. /, , . ---I n97= � I, 12 Ur cc � 01:0000I 7 - L ,� �_ I m , ,7 1 0 mvrot I ; & `� __ ,4 r�__Lj____i __� & I - _j W . 'AL_ � - � -------- t-.- I EO& - i , -, _# � " _,___ . - � ILI , vm! i ; C A_ ,� I L" :;t�� i-- I- -11, I _n 11" , i I �- "Alialm T _1 I � � I—. -1- J, I. -A I � . ........ ­�­- ­4 i � '� �t I " 1 j � , - , 11 � - , - . "� I � "I', , '--_-----A. 0 .� a r `�_ _ �_�_ l �� , , ­­­­ _­L­--_-J Ela " ,,, � ---.----- i � " l ; I " " ,� il Rm I - ,­ -� - �- A L j , � �, I %� , "I L_.(� 2-.4- twil , " _::37"rz-v it . L I ; i, - i , -1 ,,, . 1i � i i� i i� � " �,-g 11 I � � l. L-4) PLAIE 'T 3, ! Ij 11 - ;; w7i , - . I � 1 13 1 -1 L " I I � ,� 1 3: 1 � I �7 _�, I.". - I I '. D4 21.e woop- 4, , I � � ti� ,� '. REGULATED - � 1 1 J I .. ,,,,,, ' ', -, _ __;,� � F, " i i � �� : !; W. "s 2'14' WOW_ �,,,� _­ i 1 , I= ; I �� I 1 . �- �! - -0 IALPCON 1 410 TAPCON ", I � , j � � � i . , PLATE I � � � i, Ill , I/ell, PARELIA41t - I/Vil, FAN&MATE P-N ' � - JJ4 , j , .-Y, 2'.4' WOW_ __;_�., � ,f f:' PLATE .1. , I CU a- L � I ., - XWHOR 0 r 0 � , , I � p� KWRM I , ' l � ,,�� N1 11 .1, � � i '�, I- , , � T i�� - -, ANCHOR 0 12 1/2' D.C. i �­t 1 I� �. 1, N . I : '. SEE SHEETS A SCALE 3/8�t- : " ­, , i � � ", - . � , � 3 0 a) � , STAIDOEI w/ Ail= i i , " I � � 1_�_ , - 1/410 PANSAWE PLUS ANCHOR 0 12 1/2- 0Z I I � - AkCWR a V OC� r I lil' 1,1j_ _Veil TAPCON " � " : Pws_ 0 fi�Ls ANCHOR (BEYOND) a mmomEL, I N-ROP 0 11 ox PLATE I REQUIRED IL ,:� %IACCM W/ STUD ` � I � " 11 REOUIROD Z -.1 11, � i ! ", 1 � I I 1, �, � � g,-� 1 i � !�, __ AD . 04. ANCHOR 0 t2 1/2- OC 11 I OU MOUNTIM I., _ I WOOD I WOW , i ��, - j � I � 0; 4�t i , _­ T I F 7 'fl] I 1) , , -,!! I I - _�Ie# PANIELAAAl PLUS ALI FOR ANCHORS TIVE & VVICINIO Acit - I - `l REQUOID -1 % - , , l , , ; I REGIPM I I ,� I � 5& "� �' l I n, --,---: I IRDIALLARIOWS WO WOOD FWAK OULDNM i I I I (nn � , - ,,-- - . ,1_1 ARE Ak*" VAOM AND WMAIVIA 001 DWANCE , �, �_ ��!t , , I I � - __ I L-) il ill"" , I MWO ON THIS SCHMIAE, MR E,P� LESS THAN - 'V1 - I POKATIM ON 14140PULE Amoc A,*" SPAORRA By " m "VILYWO SpAcm SHM ON SCHEDULE By TN ALTERMITIn R-3AW I AE P;3 A k FOUPOW FACTOM FOR AIDS OPERATIOlk To BE POSSUZ a hpju;� R-M a LEE SAFM ITTANIrt 09BUR P-10 ALUR%jYE jL-:jffW REATRADE6 VACIWa MAMM USING FACTUR SIIALL NOT K I upgm ft=m L co " TWO bouwm SPACIML 1,00"Dim MR ECH AND" 0,11611HOMM, .10! ... 0-1.141H10s, " TYPE olit THIS SCREDIUM &g� A T,jz;,%. WALL MOUNn= . _ 1&�! 1/4', -, _... , , pip"AaMw WALLAUNtM . I.- 11 I 11 , -!!�Iflp)�N,'� _ _ _Agaiiw AP .. ." MA6� .1,40 SCALE 3/8-1, SCAZ 3/8-t ` " 4r..._ 7 I AWM rm#t V, . S uj , ­�.* v'Al %X "' . .. . s 1.0ow PON , ... ..... . 1 =3 We" .Wlm WNW go 3 3 1 I : .* .. I FLORI BUILDING CODE (Non High Volocity, cons Zone) .." .. . FLORIDA BUILDING CODE (It" High Velocity Kwo cone z4vol E 44167 ". - FLORI BUILDING CODE (Non lagh wootty HU 0 Zone) 2 lmwmwna, t"..0 0,3 3 3 S I I To= NOEL, : !*- �*! OApmq Timm Iw_ 1,10. n I Am 'Alem m K.P. �v * ., * .11if alm Time, M, F.P. MOM 1-4 1 Din - I * I 7A OW GAVIANIZED STEEL STORM PANEL a ., ,44167 % z 24 GAIGE GALVANIZED STEEL STORM PANEL OAAW M, it -!�-. STATE 01' ..' 4 a, Z 24 GAGE GALVANIZED STEEL STORM PANEL DRAAW e, < . L_:____a_(;4 . z - ava To, 1, INSTALLIATION ARE ONLY VALID FOR A.S70. DESIGN � .*= - 1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S.r. 9 - z m m - 7�-�-_ ST0A1REjj,3 .A Z .1. PRESSURE RATINGS AND PANEL LENGTMS AS 1 *:., * - - ___ ulm U.CA *?M/X= DESIGN PRESSURE RATINGS, (pt,a.f) AND PANEL Ill' '*- .'4PR ------- ON PRODUCTS, VAX ­ '�, � e - I V - � I ., 1. �--".-�-"L.-"!-!-,T,.-...,----,-,�,��----- - / I _LTE _CC1 GLOBAL PROTECTM PRODUCTS " 'D", PER EUVATIDN ON 11W IL STATE 09��2� �__ /_TL7F. c —6, .... \GLOBAL PROT1CTM PROO! , Om, LENGTH$ AS PER ELEVATION ON SKM IZ N, '"I-10 TTILTEC _01117\ GLOBAL Pl "Do VMS] mmff . kv ps, - .4 2, FOR NEW WOOD FRAME CONSTRWCTION� WOOD .. '11 - I ,, m. 4= A*. 11 E.M, -1,UWAU IF ,�7�II aS:���� "`:A5LWII!`lsi. - - I—— � - " WrA! 9=' 4M, X . _. TAHOML Xl � sh. 0 WOOD FRAME CONSTRUCTION: WOOD z _J_1e_____ m t.00 - -N1,101VAI. �%r%,�, 4", -- _?341� -10117 OAWE IL 33311 20-175 1 FOR NEW 2!!Nep� 1 20-175 "t, 11 20-175 MEMBERS TO BE SOUTHERN PANE No 2, AR/ SPECIFIC - R-2-o". MEMBERS TO BE SOUTHERN PINE No Z W1 SPECIFIC hina"ill;%, , , _: , _ , 0 _ - '.. ., ,�, , t , . �_, UC. '. 1:1 ..!-�� _ "Kippe -M 1 �7�_ ___­__­_ vi/ ? � - 000 01­�Ow "I-,- _ FAX, (IS4)U* . omo,... . W4W- (164111410-7-5411. FAX, M�)OW-KW I ;Amil (.m)m-754 ,,x-- ____ --.-- __ 4"RIM-011 - - OnAl Ai�� DENSITY -_� -, 0. DENSITY OF 0.55 OR EQUAL Ck-ooml � .I � _I < __ r it a - . OF 0.55 OR EQUAL . �;_­___ XFK;� WLTER A, ARX'k.. !�l - I_I_A`I .5� _sA, I mm. !m, MW04 _44167 _1_11X Ree U& I MIS SHM 15 ff to I I I - I'M ft - - CA-=-"- I I - I CA-VWP" L 3 Vil' P'-E "E'll"c"I'Ve'l Now 14 w 1 M, , IT - .. .- =ik� IF ., '. --- A I A_ . ,;:I�i PX I . , .4, � A T! --­ - I � 11 AIL WAAAMATIJAK(ONTE - - I _j A f � I i I _== I , , I i I I 13- I SHEET NO. __ __ SH 1.4 1 opoltswo mommII ",*�" -!!!!--" EEZ I W/1 a IMICHORS . ...... ­--­----(sM SECTION Ezi & ALTV,*ATNr MW ON SHEEr - ---- - --- --------------- EE 09(SEE NOTE 2) _19.4 NOTE 2) ALUMINUM illr 0, �v INSTALLED AT EACH OPENING SMALL ALWAYS BE 0 6 ANDLE To FAciLiTATE NsTALIATToN ir wre:Novu IM INSIDE Of STRUCTURE qf AT 2 PER J_ t T E-7 14ANG STORM PANEL SYSTEM OF L W*�`tnt TRACKS TOP & BOTTOM, ER I J (END PANEL) (INTERIOR PANEL) I 4OR PANEL) PANEL) MAX SEE NOTES 2. 3, 4 I I 1 1 : I I . f ENT) PANEL) J SEE 3. 4 (2). END 'PA,1,,,E1_ S 58AI.1- AIWW BE CONNECTED TO BOTTOM TRACK 0 THEI A II, SMALL BE PROVIDED AT TOP Of' SUCf-i PAN El LV4047 CLS, ex a 4oc P.0 (5, IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION ], SHALL CONSIST OF 1/4'0-20.3/4" M.S. W/ 7/8s.3/12" WING TM PANELS*/ NUT a4 S OR A;P;3/;4 Min, THUMB CREW INTO TAPPED BOTTOM ti 0~ DOLT$ Wa TRADc. FASTENERS MAY BE AT OTHER OF TWO SECTIONS PS APPLICABLE) E)TEPIOR FLAT FLANGES OF END PANEL. L I Or (4), IN CASE: THAT END PANELS ARE NOT CON14ECTED 10 BOTTOM MAX 1_7 TRACK (f�a, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO tj I I PANELS SHALt RE DONNE= 10 BOTTOM TRACK USING SPECS ;44�4. P, wtxAireo ON NOTE 3) ABOVE. IN SUCH CASE, CONNECTION OF _J_J_LL I _J_j_IJ_L_J_J_L __t, PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. J L.L-i J_1 �4_ NOTE 4 3:,m, -A J* Mo. LAI W,` 1, 0J,, t INSTALLATIONS OML VALID ED". WIND INTE 3 SPEED UP TO 170Y_P.h� ANC14ORS (SCE SECTION EV �_ITFRAATWE EZIW 0, .4 SHM Is) aRICAL ELEYAJ19bl FOR SERIES 2009, E-Z HAN!9 STORM PA EL SYSTEM SCAI:E� 3/32-,1' 2.897-04N. Mft, C,* -1 WHOLE `7 7 7 7 7 7 7 Z: I rwl MAX W 2 5ECT19N A=A SCALE 3/32A-1- 04- F -LORIDA BUILDING CODE �N.. High VelocOty H one Z-ne) .2m mnim *K1 24 GAOC OALVARtZED STE" STORM PANEL o,44167 GLOUL PROTECTION PRODUCTS, LLC. STATE IL E C 0 = SLW� 5 SINOT -** -e') Myc FL IMI. FAX. IAN _rw 20 -175 OR"W4 Ef\JGINE_ERIfNG ENGINMEWING E:XPR"Be PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17869.1 - R2 EX Project Number-, 20-31543 Product Marillecturer, All American Shutters and GUM ManufacturerAddress, ISO Donna Road WW Palm Beach, FL-13409 Product Name & Description: 24ga Galvanized Steel Storm, Panels Low MENERE, Impact Resistant Scope of Evaluation: Tlus Product Evaluation rr 18 IrEMai issued in accordance with the requifements of the Florids Department of Business :POPIDIP. One] RagUlallan (FIcAda Buidling Commission) Rule Chapter 61 02D-3.006, F.A.C_ torstatewide acceptance per Method Ild). The product noted above has been Wed andW evaluated as summarized herein to show compliance with the FlDfida Building Code Seventh Edition (2020) and ls� fat the purpose Intended, at least equivalent to that, required by the Code. Re-tivaluallocr of this Product E;hafl be requited following picillnent Florida StAkfing Code modifflarillons. or Hnnsi.r. Suit;isfantlating Data: . PRODUCT EVALUATION DOCUMENTS EX dinewing *2GZ1643 Nod '24ge Galvanized Steel Storm Panels (HVHZ & NoriMV114*, sheets 1-5, prepared 14 Engineering Exposes, signed & sealed by F rank Bermaida, P-E � is so 1 rilegral part at this Evaluation Report. - TEST REPORTS Uniform static; shlictural performance has been tested in accordance with TAS 202 test standands per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc. Large tressfie, Impact resistance and cycke loading performance has been tested In accordance with TAS 20,11 and TAS 203 test standards pot test report(S) OBT-A$G-17-001 by gJackwater Testing, Inc, . STIRLICTURAL ENGINEERING CALCULAITONS Structural engineering calculations have been prepared which evaluate the product based on comparative arellor rationsi analysis to qualify the.following design crftaria� I� Maximum Allowable Spans 2. Minimum Allowable SpaM 3� Minimum Glass Separation 4� Anchor Spacing 160 SW 1211 AVENUE SUM 196, DIIERFIELO BEACH, FLORIDA 33442 (954) 354-066 0 1 (866 ) 396-9999 TeAm@ENGIs 'ERINGEXPRess.CoN EE E,NGtN,EER'ING Page 2 o1`2 All American Shutters End Glass - 24go Galvanized $teel Storim Panels No 33% Increase in allmable stress has been used in the design of this produal, Separshon from gJaZing is not required W Installations, "We of Wind Zone 4 end essential lscffiftcss� Impact Resistance. Law Impact Resistance has beertclemonstrated as evidenced In previously listed test tipport(s), and Is accounted far in the engineering design of this product. VWnd LoadResistance This product ties been designed to resist Wind loads as Indicated in the span schadule(s) ad the respective Product Evaluation Docurrient (Le, engineering drawl"). Installatfoll 7 his prockict shall be Installed in strict compliance with its respective Product Evaluation Document 0.0� engineering drewiftig), along with all components noted thatein. Product components shall be ofthe material specified In that product's respective Product Evaluation Document Oo. Engineering drawing), Limitations & Conaltions; of Use: Use of this product shall be in strot accovdance With the respective Product Evaluation Document (Le� engineering drawing) as noted hereirl, Ali supporting host structures shaft be designed to cesist an Superimposed loaft and shall be of a material Rated InthisproducVsrespective Host situcture conditions which are Rai accoonted (or in this products respective anchor schedule shall be daeMned for on a sit"pecific basis by a registered professional engineer An comparients which ate pentiancertly Insisted sliall be protected against corrosion, contamination. and other such damage ataft times, This product has been designed for use withmand outside the High Velocity Hurricane Zone (HVHZ). Frank Borinardo, PE ENGINEERING EXPRESSO hPE0046549 t Can Autli. 9885 160 SW 121- AVENUE SUITE 106, DEERFI[ELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 AL ilk - Ed T_ k"i i-A a'01 n 70 Ac- H`�, 1,4*Tle! F Ln Ce Lur ,A -W4 INV VIM 4 LIJ In 'K 'wo Lau if I Y ai Kz.td�, '"A f, HIM I 20-31543 Z, X W 71 WE Al� tMALLAIRON MAILS FQR SERIES 2900 E-Z HANG SI12RM PANELni INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURE IL TAKON -_V4*0 C at= ANCHOR 0 1 r OIC,r HEX WAD Ta JD TEK HEX HE J14.1* =JAD �11IDRIA:lr FRoU V )AM, 1/2' It I ----I u,- &x, Zv I AM It VIja v 1- "kt tr�SEP 3/1 SAO TO CLASS "M POP RIYETNVU _0 WRT 10 POP TE.,e MAX it PANEL, UAX * E. LENGTH a PANEL LENGTH I AT .1 I ir-SEPARATION-­ It 11 10 GLASS. THUMBSCREW 05FO 4'0-2N2' or -C mWe p- ED, -A _I/ -0 TAPDON ANCHOR 12- C.C, 2-- ANCHOR 0 12 C, � f ED CONCRETE a=% �i %1U. REQUIRED. W" mamma &URUM 121W SCALE 3/8-1* SCALE 3/8-l' FLORIDA BUILDING CODE (Non N!gh Velocity Hut One lonii)l MIN. PANEL LEW.TJ a.441 'Is 11,11M III, 14 CAGE O&VANIZED STEEL STORM PANEL DNA* In. SHALL BE Z-15' I I INSTALLATION ARE ONLY VALID FOR MAX. X&M DESIGN PRESSURE RATING +/- 40.0 p,&f: AND W-O" MA, I, MA, 5 me C -0... GLOUL PROTECTION PROOUCTS. t, PANEL LENGTH. STATE 0 fl, L 1*,ir 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 'r RaT A, Mcwt.. . j:t MEMBERS TO BE SOUTHERN PiNt NO 2� W/ SPECIFIC . �.j Us P"04%� 20-175 -4iijot NAA. DENSITY OF O�55 OR EQUAL 0.-Omlo k-l- d ___ ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS 4HVHZ & NON-HVHZ) WIDTH UNWin IMP, TO PANEL MANI-7 8 gg No I . � I acn-rom PiOUNT ICONN� I UnEx TYPE At OBSTRUCTION) �A HwA$HFRW WXNGNUTS FASTENED 9 C"Eii"ART 0 '11118PAII 11 AIMC)PRIATES'AMT., VERTICAL MOUNT ELEVATION /-2"\ (NOTCHED PANELS) ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDIULE- 24 GAIJCF PANELS MINIM M 5TOEM PANG NOAATIOUMM QLAS5 OR ... N AU.OWAsLI INEIALIATIONI5 LM INSTALLATIONSORIM114 THANWA00VEGRAOF THAN301ABOVEGRADE 6051" zaci w 1AS '1300 1. 60.0 in 6,06. 6.06 1# lakm /SS 4-0 1.721. t6lin­ F .N LOADS is HIGHER LOAD. GLASS SEPARATION NOTES; 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED- 21 SCHEDULE IS REQUIRED FOR USE WITH POSITIVE WADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHEikWISE USE RW HIGHER faow YFT, AS LOAD. -AP�i 3 FOR INSTALLATIONS OUTSIDE OF THE NVRZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE is NOT REQUIRED 0 MINIMUM SEPARATION FRON THE PROTECTECOPENING MAXIMUM ALLOWABLE DESIGN PRESSURES, I AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES NEGATIVE IGN P CAUCUULTID ,HII .yr MI'SHRL� EEW MURNWD MINED F S TH SEPARATE ENGINE NG IN Acpgt, WITiViM I , NATI E2 I Iv I 04% TA H AS27IN CHA I 1090 P AN ZF Ty4fflbok UhrW Coo LESS I,OS6= A 0 OR NEGAMAk RON ffiUAL CAPACITY VALUES LISTED HEREINFOR. ANY AS SHOWN. T.-AM-77-57", I It't R04 11 k dhh*t I lk 1*0 AII'N IUM X 11 L 3E1 U LE 9-TRESS-KAS EISEN USED IN THE ,,1'T',t1�,1THF',0A'L'LCT S� 11H Be I POIT.1.11 tear�4. W.CH 129 1 I �N tuw P Am A UVCP In S Co ED RMN SPAIN CALCITLATIONS A� Luf ORAfffMRED DOCUMENTS FOR USE AREIIA DON 14AXIMUM TESTED ,Talk" ONOSS, NOTED 1UR-P TEDDRO FAWNE "SlICIFICA110111 UMI OcTATION, ft4ZZLYN Ass AII11 A ASTH Y BE ATERC HANGED A. E. OUNTED, WRTrC4LLy OR $ SHAL4 ME 5M9GD ALLCONCrifTP ANP POR40 P ER I" 'M L"Te 0 R R',=� 10 1 ENT ELE11 ALIDAT L IIPIIGN AS �N BY We 401gr FOR ALL COST a D446G AEG 13 N6 I� " T THAT I I I NO ADDITIONAL I 1011 All I VISIT ECAL11.10131643 �0 FIW�173�,.�W�,A-,71,3 MOT MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) lam CO.DMONS T TO' 09 001TOI4, "MAL I.F.WItAS CM lIIM 1110M MOTED IN IAI" AWVt Aht WT FVSIA�nw .0UNnHG SIPE ��11 IHIUI�0 fIkIIU)IlIn 11 IA� �III �L� "� F,PI Mo *n. 13I,"WT QI`NFINAG ONCITI �_ I atwmo n-nou FF_ SA�_ _� M 'm 0E.1- Neu -M Tl � Z�Q. tdtI. W WoTAAWT SITI_ SP11%) ANt, a*. _%F, . _� �m P­ "Nat MW Im'! W MINIMUM U314c; Pw W OF Tht Opmvw� lop P� INT"C" a0SUAK III%, Kil RQY& INTERIOR, FASTENING DETAIL ME 1S g Ug! in 4D Is tn n Fit - I t-OL -2 V4W 18 GA T TYP, A. ty,J 094" TYP A 1 05 - --I L43v, AV Local, -X2!1362'�' 250 2.000' 2, GOO' i,isv OY IIF- t4 3 S80" MAY 0.313" - a. --ulkS 0.316' 1 0,375' W7.. _32.500"PANELCOVERAG 0.19 :rw M Off Lain 0, I'll I Q" I 4.,24c AIDS, r,)X IRAPA. aceT MU E IT (§"F' ANME JEITEN QJDI 4" MA 9 OVERLAP .25, MAY. (��IP*TAIL 'I'les., MA)C. 1.11��, FRI' 91.- -11, OHM, 6 LOOT OVERLAP 251� MA)" Ir MAX. MIN, EEN T5 a TJ L i I:z) 75-5757-T-7.17", ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS 0 12.5� O.C. go A 'CIO �s R NOR Q Zc; -.314 CH 04,4 "1, 'FiOI�t F W, 1 y L.111.1,=I�-S- 411 0 4f 33 72 44 +9 0 215'. EDGE SPANUI`T*V�V CONR Tvp 41 C2 1:3 C4, CI C2 t� C4 '99 1 , ZS1126,01,11Q.211 6,81, 8,01 , 1GA` 13 54 IS dl It S REEF __ mLo 1_91-j� A1!L36;d' SA" 0.r l>_3` A�E fla- 5.4" jLj� VIA" 8.1o; S.4' =L5" 16.0, all," S.4* ll'S' 35,0"'EAC" lt'TT' JSD' 12'a" Ta -g To I 121�, 16M., III, ;-R.Fr �0- li'v, lzolli.911 ILS, .. .... . 5&, 3.2S" JA.&, ISVI lllv� '�FAN UP TO W-10' MUM TVPE Cl C� C2 C4 'U's" 16.v l A 6,1 5 16'0' "'1" 6.5�' IS-0. 921 1141. 12.1,14 164" ILI 5.4-1 16.D' 11" lfiLn"J�44- ";7 Uff r". IS& l"'. 9.V, 901 190. �Oml Az FRZSSUFE Comm Tyro TYPE ("F) C2 M C4 Cl tz C3 C4 Ci C1 (3 .4 27' Sm 3P San 33 IE011 101011 Idly, U.5`� 1610 16.9, 12.51 1 W 16�0' S'W jl�5", �L6&' j5M" �B�� - am" 4a LIS, cr:46.0-1 'I�F' 1�.Y, leol I . E�. I&W 619, la.wl l..0 I I iN 121. I"a. 14. S a" 140' 14.7" 6. b' IZ.S" iS.W l*?" 11.0" :IZ.S­ lex- 14.7. 5.0., All I I Vr EFIC11, 33 g's- 11 16,0" 12,5, ia QD lax, I'D'; 3zv, 1611),30161 6.21, obcREW 41 I&fL 34LOL, 14.1 91.7-1 slel� AZT, *8 L',V lo'n- 1 3z L.-S, ll-5. as. 6 71 "'S, g.6'. 115' il,#' 6 S' 12.V' 16,6' 5,0' TAP ORIF �tFw 41, IRS, 160 9. , VENON;q -, J., 5 1 5 a 6., :1,21511 %"a Ral ; 2 5 12. 16.11. 9.11 %WM $a LIS, 160 10's" 12,57' ILI. r 161(r A 3061 1-ulf'CHUM 2Z 7Z :33. ":x': I`Z 45" 111;1 V ILL. ;Z.S" EDGE DISTANCE 6125", 7A, 6LO" 1Z.5' O�6" A l6.01 2A. 5 V is 1 1. 1�1 D. &�v 7� il.wl 1..V, RVI i50119-l" 7110- x 51W ERSED 01, ST 13109 5.31 415T 41 IF2.,_4 4.0; 1,00; 4f_77' _U1_ CI`1" ERIC 4B .7" 4-0- E.2S" il2�3- 47' 4c" 1Q LLJLJP�J R, 5 9 .r LI TIN sa'T"C&IJ i`fI6MF ALLV0IkMwLI0 W I A& EMBED imam 48 72 ii 1 *1 48 5Z 7 +1 40 5z 7z 33 4d 49 5z I 33 44 48 5Z 4�z�v' lfi in S, "1".. 1:37 9.T E.25- 9.:rl 61251, 0.31, 4. il.51 IS.&: �6. 4. qC11, sl' xaLYU �J"� 4�W C6V 5" 4.1" _j2L 6.151h 10.7- 4.1" 4.0- 4.6" �251, 4, V' 4.0" 6.25" 10.7" 44' CC" 11L51I 1� 011 T4`11 llst� iz,5111 _TF 7�r AZ V JITS' OL7" I nT' laot� ILTA %I,, L215�; -77-- PLO" 70": 6,3" V il's, &2" LrJ" Jell' I." S.7. A15" ISM' 6.4', _11L 0,23�- 43-,J 411", r.1311 IOX, 4.01, 317, 1�� 114' S.2:" f.6- RAZE" H t.251 9,2'� IN' 13" t1S?' 4.47 6.25" 11107 A61" ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTE, CFATI"EIT HEREIN, PUT ONLY PROV!oz� -�.PANSS AND PEUES50 RES INDICATED MAXIMUM ALLOWABLE ANCHOR SPACING, MAKI,MUM ALLOWABLE INSFAN SCHEDULE SHALL APPLY, 2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER5PACING, THIFtXl�;TING STRUCTURE MATERIAL,&ANCHORTIPE SELECT DEPGN LOAD GREATER THANCR EQUAL TO NEGATIVE DESIGN 2 N2 SE SPA" OREA ON SHUTTER A 5HUT-TERSPANSELECr E I.N 7_,*,PEPiSE. IAPPROPRIA tSEE MOUNTING MAILS ON OF CONN � ,r,.. ANELR' EKEr ALL 6 G RUSIOM (-F*-TRACK,STUOr1ED"LE.Er"L) LISE5.25"O.0 PANEL FASTENERSPACING TABLE VALUES FOR ALL -W -AND 'U'-HEADERS (INCLUDING BUfLDCUT IfQN=ON�) t, ANCHORS SMALL BE INS�TALUED IN ACCORDANCE WIT H MANUFACTU RERS' RECOMMBNOATTOW. 5, CW 54OCK HOVr$TRuCYURE SMAJ.L CONfQRT4TO ASSM CK 6LQCKT 61 HQ_ MVOMUMENatDMENTStIALLeEAS.MTEDINANCKO�L EDUI-F, AND EDGEDIMA WE &CUL DES STUCCO, FOAM, ERICK, AND OTI-M LL Ng AND ORS N ED H IN SM?kI_L RE EMSED TO UN-C D DO CRET ON 15 URE IS, L 00 EPA E G S MING, , [STING CON 9l WN ITIONS MAY VARY, M[EUO V NE INTOAD A W ING MEM15ER,5, NOT PLYWOOD. FASTMING is CLOSUILEPIECM� ID, WHERE ANCHORS FP5rtN TO NAPROW FACLOF STUD MING, FA�TkNERSHALL RELOCATED IN CliNTEROF NOMINAL 2' X,4' TIN,) WOOD STUD (,Y�' EDGE DISTANCETS ACCErTABLE FORWOOD FRAMING)� VMI)6TUDSRA BE I9QUTHERN PIRPG�0415 ORGkMIER DENSITY. LAG SCREW 9ALL HAVE PHILLIPS PAN HEAD OR HEY 1415AM 1L_ REMOVABLE 'ANCHORS ARr. oFwAI.T PANELMATE, ALL -POINTS SOLID-515T & BRASS BUSHING, Il MACHENrSCREWS SHALL HAVE IP'MINIMUM ENGAGEMENT OF THREADS INTO T14E BASE ANCHICIR AND MAY H04 EITHER A PAN HEAD, TRUSS HEM OR WAFER HEAD PI]SWALK DICII-0 O-N.O. t3. MMMVM,PMBLDMENTXgPEDPEDISTANC�E*CLUC)�$ I a HER WALLFINISME�, 0 11111=11L 1-4fir DMGN ES ANCHORI!104001ONS WHId(AAE NOTACC - E US. hs DIRECT MOUNTING CONDITIONS- OR: 15. LINEAR INTERPOLA7101Y IS NOT PMKI17ED FOR USE WITH THE ANCHOR SialrOULES R5TEQQN THIS SHI!ET OPTIONAL EGRESS PANEL DETAIL kmm) RrERIOR FASTENING. U) CO > 0 (3) 2 CU -0 S-2 CL U) (D 0-0-0 C 0 Co 0 .0 -1-- CU U_ %*- 0 Co > Co (D `0 E cD 2 C�_ Cf) 0- < z z W MJ C14 cz C= rL C.3 Q4 -M CXn >'.� LA- c3- 5, ca E CD, 4.) CL 0- III< 0 =3 co 0 L_ r) LU z z SHEET NO. SH 1.5.