Loading...
HomeMy WebLinkAbout3281 Moulden Hollow Dr..,I .,,—!-+l�I��I Illumffillid a G O t,9V ° �_. r iO'r ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Retum Air Grill AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foott Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRIG or BRIG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150-C MPH 12-19-20 6.0 FBC 2020 CODE UPDATE ft 1L=ENN/�R�� 2575 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURALNOTES SN1 DETAILS S DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. \\tlNlltlff/// �� W N Ile, ♦♦♦``♦.����0 ••. .. J :• � CO'� '' 0� W r° Z •••.0,; •••'••......••' '%i. e� 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 Engineers signature and seal. W Q E N c, r- N J C ap' D C j a0 N 1p LL J at ", W IA QyMv rnnti W 0- LL a YYn LL 0- fob �g5L 0 W m cp ��°'°' m O Z ILW ul)N r�i Z� d n D 0 Z0UU_juvi z N fMO� Q J N z � 8 01 � a--+ •U w� p le — � O ,.. 8 C N w 8 _ L I c in M U_ B E O �� s o xi Wa Z M =wz � C Y gLL Z J <b 3Z W� IT �w Is lit oe' rn cc m c9 L y � � N > o 0 c Co 0 C.0 LL1 /o C Lo N .V = 00 �, T_ E O N M o Z Z E Q E ui a ci � ¢ o _J JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. C S v TIE L0 L0 cV c� a d x N 0 M I 9 TYP @ 2 STORY J S6 H.B•t 1 (3) 2X4 #2 SPF W/ (3)16d g TOENAILS @ BASE ---� - AC PAD AC PAD •; I I I I J S6 UP I I I I I S3 I �� 'h - 16R M 121 31 I I I I I TYP @ 2 STORY 4 _ _ 5 7 9 -- - °° FLOOR G.T. 10_ I I I &o 42" SLOPING o 11 - - - r3 = M 00 HALF WALL 12 FAMILY ROOM (3) 2X) #2dSPF - - - - - - - I i > 04 r 8 �� FLAT LG. TIE - AILSF. ii' @ Im CARPET 8'-8 FLAT G. BASE la FLEX I� j GG �'I Q - - - --j 8'-8" FLAT CLG. OI I LMOFLOO OCl) v G. N CARPET p Ili - --- PLUMBING LINE O �OwLL - --` TO SECOND 1 z (2) #5'S o x 5-SH , FLOOR I I 12" DEEP ---_-_-_-_-_-_-___ -�---- in 2068 B.F. HDR AT T-4" _ _ - I JL = i? T. 16-4s� I I 3-8" 33-6" 6-0' 2 NTRY I 8'-8' LAT CLG.I fO Cl) J S6 H H d C71 C7 r I III i FOYER B o ' TYP @ 2 STORY OI O OI cO O O O I 068 8'-8" FLAT CLG. (2) #5'S (3) 2X4 #2 SPF W/ 0 TILE ! Cl) (3)16d TOENAILS @ BASE W.H. (3) 2X4 #2 SPF W/ _ (3) 2X4 #2 SPF W/ CC (3)16d TOENAILS ill iv (3)16d TOENAILS S3 @ BASE iv BASE -- --- • c�7 2 _6 BUILDER TO PROVIDE j S3 I I O00 APPLIANCE PROTECTION WHEN REQUIRED PER FBC I I I Lo � DINING ROOM I I PATIO 8'-8" FLAT CLG. CARPET 2 CAR GARAGE I I I I I I 8'-8" FLAT CLG. AFF I I I I I I 4'-0" 6-2" 6-6" 4'-10" 20'-6" o I 1 10 r _ -, , EDGE OF SLAB 2" 8. BEYOND WALL I I 10 -t I L----------� L------------ J 3 36 38 3 I H O I I IY •- N -; - CC I I I 1 I 10 L- J S3 I I o A Oco I - _ KITCHEN ' t 18 -8 FLAT CLG.. H1 I I I 1^ r- I 1 TILE 1 = --12 -8 - 2868 r I I I b ' 2668 B.F. 2x6 WALL I I I :, z, _ OPT. ----- ----- = --- PANTRY _ D L - - - - - - - - - - - - Q 16" DEEP _ S3 cv 5-SH - N S6 TYP @ 2 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2- FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 184X37J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20X72 18JX714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: Y4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET � 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND [111111111111111l- .8 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) \\\�\11�iltFFti/ \���� �9,OWN Q' •�S E J O� Q. r �o �OFE-Wo ,lift It I 11110"N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E a U S g g cl Q J °Da0 u: w Q u.'L Y ai Mva- ci MLLLL a W o _Z _ C 8N rD d' O J pjO' d Z LLaW co N MZ rYNO U U _j Z W d fN U R kn Z N z � z � � � Q d N V) Q) z 8 C1 LL9 W C h .V o p 0 W tJl c Cn U m w � 2 8 _ U • Of t M LJL E a o sgo > •' Q N U QQi 70 �a Z g �� cJ � g °d❑ L CO m2 U� zZ � J N m aro Q W fz 21) a 3 8 Z a8 N W CD< Xo 'a CID 0 o-17 �O '� J O co a� M L � N O .-. o Q U 5 /C) � C ca W L0 O 2 LO N = O o o CN ,-- E N O N c" �t z z C E O �; C a E v _J a o JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. 1.0 "_A_ . ■■�■�WII�WW�Y�1�I W .a.i Y.lilll�■ c C v PM REFER TO SHEET (ST) FOR MORE INFORMATION 1 16 MIS Y 15 2x6 BEAM 14 SLOPED CEILING T_ TO MAINTAIN T-5" 13 HEADER HEIGHT 12 I W 2x8 #2 SYP JOISTS @ LANDING I Z 11 @ 16" O.C. w/ SIM PSC N A35 CLIP OR LUS26 HANG ER TO 10 LEDGER U I 2x12 HDR. w/ (3) 2x S DS AT = g " PLYWOOD @ EA. END FOR BEARING LANDING STANDARD (3) 2X12 8 STRINGERS W/ SIMPSON A35 80 CLIP TO HDR. 6 1x TREADS (TYP.) 2x8 LEDGER #2 SYP w/ CONT. (3) 16d NAILS TO STUD 5 HANDRAIL @ 16" O.C. in 4\ 3\ REFER TO SHEET (ST) FOR MORE INFORMATION STAIR SECTION SCALE: 1 /2"=1'-0" = I I I I I I I I I I II I I J J J S6 I I= S6 o TYP @ 2 STORY I I I I 411 1 511 1 611 1 711 1 I I9 LL = TYP @ 2 STORY F- OWNERS 10 _ T I SUITE 11 _= 8'-0" FLAT CLG. 12 `r _ cn - - to CARPET - - - - - I - - - - IQ = v o - -- _- O to ROOF G.T. 14 N O 4 US 8i w 15 LOFT 16 R.A.G. ��Ssr 8'-0" FLAT CLG. I M CARPET 3'-72,r 14'-8" T-91" 2r_4„ v 1-10" 64„ 7-6" SIM. w/ 3.5" x 5.25" DR ER VTE I r I ° PL 1.8 E - a F B = 2900 j - ;m -o ; BEDROOM 2 3 n `r° I p `' _ LA�J N . Il 8'-0" FLAT CLG. D2 T- FLAT m cn l Y CARPET o P _ _ _ oo T D3z"x� i �I CIS Lo - III co -- -C 0; A I- ATTIC- 2s s L , o 2468 8'1 " FL ATi CLO ----- O v tit { I AN ANSON BC) I HU a � Oc7 � iv EXT. WALL 4'-0" @ �6" A,F.F: 6.10" 0 C7 io 6'-1 Q 5'-4" 2 -42" 13 -72" w N H 1 6 D2 iv TO BE 2x4 #2 ! C 2668 Cl) SPF STUD @ O � 16" O.C. U.N.O. FIBERGLA SURROUN LO - ! 1 TB D u: � 2668 R&S 60"X36" I ----------- =w Z m W 00 2r_6 ------------- SHOWER - r Z p Cv N = -- (o � N - 4068 B.F. r O T N I J � N 4068 B.F. - 3' 2rr r - N CD S600 I TYP @ 2 STCRY 6'-52' N 2,�„ 4'-22 � -o - �o I T-102,r iv 13'-0" -50 5'"52 11'-8„ v1 06I �I (cn lea r ROOF G.T. -T -- " oo r I $'-0' 0 FL/4T CLG. BEDROOM w H2 O D32 i i TlL 8'-0" FLAT CLG. D2 n . � n /. I. V V C. I B DROOM 4 TP CARPET - r rr 8 -0 FLAT CL I TYP @ 2 STORY 8'-0' FLAT CLG. I I I CARPET J o FIBERGLA L------ ---J S6 O r> SURROUN R&S EGRESS 18'-8" Nai 19'-4" TYP @ CORNERS U.N.O. THRUST BLOCK SECURED TO SLAB w/1/4"X31/2" TAPCONS @ 16" O.C. 2 \ I U I AL KIJt = 1 U'-U Jl4' (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Risser 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 318 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: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. IN SIN CONT. HANDRAIL RETURN TO WALL DETAIL. A�SCALE: NTS SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REQ'D77719 GENERAL FLOOR @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM . = 2x8 #2 SYP JOISTS @ LANDING a @ 16"O.C. w/ SIMPSON A35/USP STANDARD 3 () 2x12 MP34 OR LUS26 HANGER ON STRINGERS w/ i EA. SIDE SIMPSON A35/USP ° MP34 CLIP TO z a MASONRY OR WOOD WALL, FLOOR SYSTEM OR 0: SEE PLAN LANDING FRAMING 2x8 #2 SYP (P.T. IF MASONRY Z WALL) CONTINUOUS LEDGER REO'D @ END OF a w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR w TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO�5;Z4 TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH HEADER SCHEDULE HEADER SIZE REMARKS KAR (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/21, Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20 X 38 J 18 4 X 37 S.H. 14 20 X 50 J 184 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X712 S.H. 11­12 271/4X26 26X25 S.H. 11-13 271/4X38 26x37 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. IH5 274X63 26X621/2 S.H. 1 H6 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 254 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 } X 624 S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. LJ 1dnr RFVi 1n 1 9n r`AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. *>>9'-0" SPF #2 2x6 SYP #2 16" O.C. R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 SN SHEET HO SEE SN SHEET 6SEE 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 WALL LEGEND TYP. 2x FRAME WALL ` WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE BEARING WALL STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C' THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR INTERIOR BEARING WALLS NOTED "FLOOR BEARING FINISH ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND " WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REQUIRES NO UPLIFT CONNECTORS TO FLOOR REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS" I SYSTEM SECOND FLOOR PLAN - ELEV-Al SCALE: Y4"=1'-0" AREA TABULATION "All' I FIRST FLOOR LIVING 1 AREA 093 SECOND FLOOR LIVING 1491 AREA LIVING TOTAL GARAGE FRONT ENTRY TOTAL AREA INSULATION REQ. 2584 1 427 35 3046 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) �O W NIk 1 �O C9 ` Alip _ •���f 0FESS�0 \ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E � 9 Q O N J 0 O � G a°°o �' it LL wa mLLli a LU Z c m o 0 O W W LL�irrn �mNco ¢ ¢ Q a Z N MZ O U XO U (V W ❑ ❑ ❑ Q) V Z N z z Q � ())V) z "o �U N (� w C O w S N C N .VM_� U 4 : c Q w J E E i z L® O k i oa IT (6 C 28 °< 00 8U Zo N d iS w a N CU§U N O 9�u Z Z 5 ° H " F o 05 U �O J O m c� L 3 O o O V m Q = '^ u , .� � 2 p T Lin L N = O o N �- E N O (V "' ° z Z E E O tll ai ` a ci _J a o JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. 1.1 N i KITCHEN ISLAND PAN-FRY - 1 80 777 o0o L REF. ^ RANGE OWNERS BATH KITCHEN 0 00 00 O 9 r` r 0 ih 0 rn TUB/SHOWER FINISH PER FLOOR PLAN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW I It MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES /X, ROD / 24 TOWEL BAR w g ON WALL ABOVE TOWEL BAR IN a. TUB OR SHWR. / TOILET TOWEL BAR a - - ON BATHROOM WALL MEDICINE _ SHWR. o I CABINET TOILET VALVES = o 00 PAPER SOAP CDJ 00 C1 DISH U U) HOLDER 1 o `n o _ U_ UO2 o 1 O = � M Lj M M M M M 1 N _ .FIN. FLR. - - - - - L BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY 0 ih 4 N q in KITCHEN 60 INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 121FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS - O o COUNTER TOP 3011 H BASE 0 00 LL a CO 0 2x } L? 00 FRAMING 1 1 1 r F' C7 CD 1 /2" GYP r? BOARD - FIN. FLR. SHELVING CABINETS - 11-211 �o 0 0 CV N FIN. FLR. ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS. f 197 1�v•• �, v co,e- Qom: ti �k O F E SS�O �0- itL�. 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. 40 p c�pp 2 M 01 0 5 2 U. a a .; s 7 LL LL d YO 0 J m �Z/ W .c O !Y J Q Z IL N MZ U a dyp U � N = W O ❑ ❑ ❑ z N z z J � N n E3 th z s .0 w o o_� Wg ♦,, ^) �y N N Ol O M M o� X J U_ 21 U w a oa H � � �oz �0 z N � L# � ❑ gw � J ram+ f:3 $ N�az 1,10 Z' zA 3 OS LL a U a w u WUd A � co ¢Q �� r ° 2N 3 In CO J O C� M 0 • : (V 0 0O .-. .- o _ aC V M 0 = Nil o 04 Y CN = O) G C) 0 •— m N O M o z Z c E O42) Eo °3 c a U � Q p JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. 2.0 iaL v a ul N CD QC rn 0 O O LO a n N c x 04 O 0 1— r ofo �D i v i C a 0 i E 1.E 0 C a� t.�.. CO CV r_ til T.O.P. HDR HGT. _ _ _ _ — — 2nd FIN. FLR. T.O.M.-------- HDR HGT. FIN FLR FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) FIBERGLASS SHINGLE rkln'rAr 1 r"r1 An Mr-r'f 16070 OVERHEAD DOOR 12 5� 12 zz::::�5 FRONT ELEVATION RIGHT ELEVATION - Al SCALE: 1 /4"=V-0" T.O.P. HDR HGT. -1"X12" N SMOOTH ti TEXTURED TRIM / BAND 2nd FIN. FLR Cl) — T.O.M. HDR HGT. FIN FLR - Al SCALE: 1 /4"=V-0" 0 Ln '41 1 DECORATIVE SHUTTER 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. 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. `e0��U1tt11UtNH ,�! •v `lO 1 V • 5D 0 X: O F E SS\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 - Resldentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q Cagy r. J `% 0 N N LL 6 C �j J co op N :k LL uJ tll a v� LL aco YYin t9 �LLLL a 5 Z 0 d' 11 Lmrns� oo OO Z ILW LLLL % 04 -J 0 a = N CV)Z aQ N O pU cs y W ❑ ❑ ❑ U � z M Z Z n o_ �V) di �+_J Z .8 U' 5 N LL LLJ ou ,,, Ul U � 2 U • ¢ s� � N W M J E Z i i oso 4 E Ov °wa Z o E E ° o � N �? � ro Z C J x p i2Z $ � U �Nk � Jo o Uo 124 �(.0 J rn �o r, L � N > O '— o C�:) ^Qn 1..� U C m 75 `` ` C0 'r^ N = o) C C)V1 o r o m 41 N M 0 N cM 4 o Z Z C E O E y N r° C a O 0 J C to Q 0 N J JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. 3.1 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME - 12 5� 35-SH 12 Z'7- �5 T.O.P. HDR HGT. CV 00 ------------------------------------------ 2ndFIN. --------------------------------- -------------FLR. -CJ/WEEP- FLASHING _ _ _ 12 CJ / WEEP T.O.M. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS ----------------------------- --- HDR ROOF TO BE -------------------- — ------ CENTERED ON DOOR TEXTURED F 10 CEMENTITIOUS FINISH ON C.M.U. (TYP.) 35-SH 12 5� 4'-0" OFF RIDGE VENT 5068 SGD REAR ELEVATION - Al 12 ­'�5 9' RIDGE VENT SCALE: 1 /4"=V-0" FIN FLR ----T.O.P. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HDR HGT. EXTERIOR PLASTER ON FRAME 25 SH 2nd FIN. -------------------------------- -------------------------------------------- ---------- _ FLR. CJ - CJ / WEEP CJ T.O.M. ------------------------------- -----------------------------------------—------- ------ r N 00 1 _ 2'-0" 00 TEXTURED o - CEMENTITIOUS c0 00 FINISH ON C.M.U. ~ (TYP.) ------------------------------- --- -- ------FIN FLR LEFT ELEVATION - Al SCALE: 1 /4"=V-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 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. 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. \```����\\111111111 O d, ` J V Al ON *R O F E SS`O� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H 0 �np # J LL NN 6 Q N dcO'l ; 2 U)nrMv� D LL Wa a a yYXn LL U_ a L S 0 0oU, is W��pjOf m-ycco of 0 � Q T. ILW a N M Z W h p O U U N _ .=.r ❑ 0 ❑ 0 z z z W to z i-J •U 2 o 'fir• — � 0 In rs I Q N 01 � r� g ffi QE LJL E® 0 a o E V lcu r o so Z o E_ N r0 t o a o �Lq a it z ry N C y0 o oz zr Z J rw o� >Z iO U W2N lJ o t3 124 > CD J /� rn m L � � ' L N O /1 • O 0/� U C m 75vL/ = t\ F- i .� o Lo LLO N = o Q ,- E c Q N M V, Z m Z � E m m 1° c m FL o U _ Q 0 c � JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. 3.2 mi I 2" 1" 2" iv *NOTE: FOAM TO BE USED ONLY WHEN VARIES r` 1'-10" 1Z" 1" RADIUS 3 1/2" RADIUS 1/2" CAP RADIUS" _ = M CAP N CO REQUIRED BY COMMUNITY _ IN ^ 3/4" RADIUS 1 -5d "v iv So tO SPECS. IF NOT, DETAIL TO BE �2��� 1" 2" OPENING VARIES 2" �--1 `�'a 1" 1° BUILT W/ STUCCO. 1/2" RADIUS 1" 1" i-4 EDGE OF 1" 4" VARIES �- OPENING VARIES 1 4 21" VARIES M iv 1" VARIES SIN 1 1/2" RADIUS 4" 4, 41" � � 2" T � 2 1/2" RADIUS 34" c t717 _ CV •-I�o 00 c i�v VARIES 1z" 3j" 1" 1" Li 1" BASE BASE 3" z" Z" T< V. 1 4 Ill a (V I I 1n *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN ` ZIE REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" c 1" 1'-4" 1" � DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24 EDGEOF OPENING 6„ • 0 1-1/2" THICK 1-1/2" THICK 4„ f—.—} 10„ - — 21" = 10" N --- 4 .� =v CO ='N a" N 2" 4„ 3 6" 2,- 2, CAI � uJ cn w SIN Q Q M fill, 1-1/2" THICK - � T 52 2'-4" 1-5 5z 1'-10" f � 51„ 1 -4 3„ s N � L 11 1„ 1„ 12 VARIES VARIES — N Q __.__ • VARIES VARIES 4�� 8�� �------- = C1l c� pp a �� 6" 4" I'� �� 7KEYSTONE F11 a TIONAL KEYSTONE F11 00 OPTIONAL I 44 Rg4r 3 2 _ " GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" " cv�NOTE: • INSTALL OVER STONE, TYP. VARIESro • FIN. TO HAVE TRADITIONAL EM LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED IBM NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1 s 1a 1-64 1a' 12' SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 5j" 1'-1" 5j" 3'-8" 7" iv 1` 4" T-0" 4" -it ----- " '" 101.— N - f2" tp c s -04 04 00 Cl) CO — _-_--- 1" v N� GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM `r EM I I I • ACRYLIC SAND FINISH H I 0 8 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 - Residendal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a Q S E r o g $:r V C " yyym 2 it LL W a Q y M a LL LL u° Y a 13 0 a:m N co m 0 a Z ILW�q'°' co ° N M Z d a R VJ Z O U V co W ��� c9 Z Z n Q a. Cn/1' z U — •� N LU Q O S� w �N NJim ::D X. 1— c Q � ' s�o W J "" E xO08 �a cEv oo' ra J UUg Z¢ I'--- N fa x y0 `¢o 7 U O, 'z 4 ww .8 o Zt'5C: C� J <mJ° w i z z WMj d J $� a z aww 1I5 o co ` �o °slued 3 °� �(0 J rn 0 'C `W Q 0 �— v M p 0 N g T Lo N = o 0 ,— E N O CV co o Z Z m E Q EE0 i6 y «? d U v Q p c JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. F 1 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. 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP METER /o 200 amp 150 amp UNDERGROUND IDIs POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER y NEC 17. 250.94 copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FPF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH R4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX \/ WALL MOUNTED LIGHT FIXTURE 11 11 1 _- ORECESSED LIGHT FIXTURE - LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE E----- GF O EXHAUST FAN GFI • db ,01 EXHAUST FAN/LIGHT COMBINATION DEDICATED RECEPTACLE ® ELECTRIC DOOR OPERATOR (OPTIONAL) FOR MICROWAVE RANGE HOOD PER SPECS I'll"I CHIMES (OPTIONAL) l9 PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER fill ELECTRIC PANEL _i..j DISCONNECT SWITCH ��19 G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT / 1 I I SCA MAIN FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: 14"=1'-0" N N v c� To the best of the Engineer's knowledge, information and belief, the structural plans and spedflcations 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 end seal. Q 00 o g 8 c N " # O 0 N (30 7 to o? N tAr-- r—� LJi ik LL W LL W a 0 yM v (a LL L a. Y a O 00 Wco N rp O13 a Z ILa M Z NIL y 0 Z OU U W ❑ ❑ ❑ Z z o v J aU) N N � C C1 �U 0 W s (n v N Ly N W $ I _. C M J O 7 LL E =o Q Z E to wgLq � C �� z�o Z Z J �z Zo ° W Is �( J cc m 0 L � � N � 0 O � �� 30 � o = co Lo T N = cy) o Q ,r N C) M o Z M Z E O E vi JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. 4.0 I■�I���� �NI�Ifi�W11�(LIw..Wa,I�J . w .-,1.:+,u. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation 8, 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. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET FRfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 94 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 150A/200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP METER nz/o 200 amp 150 amp ==r UNDERGROUND Disconnect POWER CO. FEED1 INTERSYSTEM BONDING o TERMINATION PER �1 NEC 17, 250.94 J #14 copper to lights & outlets a12 copper to 20 amp clas I10-2 cropper to WH #10-3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. �o TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) FC...._......, CH CHIMES (OPTIONAL) SYSTEM 1-0 PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. $ (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER JICL ELECTRIC PANEL —MM=L DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT I I I I I I I I I I �I UPPER ELECTRICAL PLAN - ELEV-Al SCALE:/4"=1'-0" CV 0 fV 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 - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q (Oaf O 8 00 tp n N J 0 LQV B O C � �' J U. LL w d) 'C to t- r­ fy0 M ", J u u- LL w d o- SY� a S Z L . C<n ySO 0 ? uj f: W EEA 0 T-a2d X O Z IL LL rR N MZ a 0 ENO Z OUv�W ❑�❑ W Z � � J WLA z 4- d V � 0 w g �V) N— f__ A U)� Of N ¢ & �Q C' C:,W co ZM u E E w� a =o E u r@ r6 i a R � � 0 ZE O CV i r�� oQ z IF«O rig m� �& Z O Z N m Q W y �30 W fl- T � Z NW w a s Jp v Z5 $ 0 > Cp J Crn m co L � a �> 30 C) a. C:m o t\ U') / T f� CCQ ' ^ G Y J N = CD 0 •-- N j C)t/1 N M o Z M Z E 10 EE C a U _j ¢ 0 JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. 4.1 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) - - Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN, of of vented of ventilation to IN. of SQ. IN. of SQ. IN. of Ventilators ventilation soffit vented be provided ventilation Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0 0 Floor 33 32 5 16 1 8 — 0.0 (Zone 1) 0.0 0.0 Upper 7 2 Floor 1535 1474 211 737 53 368 _ 381.0 (Zone 2) 105.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-1 ATTIC SPACE 33 SQ. FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "*CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN- OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN, OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq, In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Q'•;''s.E-'•• F'0 Q ; ... ,(P c J � F L-0 to F E a S 10 \\\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to S a N CII LL ii Q aC0 y *k LL W (Ii Q fJi r` L ej N 0 J W a- LL. N J LL LL SY� rl „LLB S Z r m 5; gam_ d' N le t0 LL m J W LL 0'6 ¢a Z 00 N 04Z 0 U (Qyjyo 0 J N Z ❑ ❑ ❑ W z N � zoo ¢v J d � Z' M -9 fi^t''W CD S W � � O L' $ N w m c Q N O! (~Q M N K W z Cl)o J 'a L.L 8O CIO � U C R w Z O E N i o� iq w x io ��y tY C C �� x y ms �n r zN __ � <Z a� 3 0 a WN IIIIIIIIIIIII� � CD K 4 KIj z. i �C > CO J c� L � C) n/ 0 0 a L.L LL o C m = O Lo N = Cy) 0 ,— m N M o z Z E O E N a U _j Q 0 JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. 5.0 HIRT @2 tRY ■................�..... ............. ..... . .. ..... �..............�.....l....■ S3 —i �----------� d 54" 163" TYP @ 2 STORY HVAC CHASE BASED ON r — — LOCATION I I J S6 ■ ; :: ^` \1 rn INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TOo I °Q I BEAM W/ (1) #5 REBAR VERT r ABOVE SLAB TYP @ ALL PLACES N — ■ _ r I SHOWN HOOKED FTG. DOWELS 5" I ' I _ 5 4ts� `n 19� — EMBED W/ 25" EXT. ABOVE SLAB { CJ "GRADE 40 STEEL" B T GG S3 = PLUMBING LINE I ISTUB UP TO _ TO SECOND I t�W_ FLOOR -74" iv 12ND FLOOR :-0'.. ...... FOR A/C — — 2'-6" x 2'-6" x 1'-0" ■ W/ (3) #5'S E.W. M 17'-h q" TOP OF CONC./ PAVER TO BE 4' 0'-0"BELOW G FIN. FLR. I I PROVIDE Y2" x 9" 1/8":1'-0" SLOPE —> M1 2'-6" x 2'-6" x 1'-0" r J TYP @2STORY S6 RECESS FOR FRT. DOOR I r--------- —------J ;■ N W/ (3) #5'S E.W. ■• I ICJ ��--------�—-------1 I - ! (2) #5 REBAR BUILDER TO PROVIDE CC VERTICALS w/ in I PSI NC I APPLIANCE PROTEC ION S3 N N `� . FILLED CELL -4 1/8 .1 0 E SLAB FOR HOERNANDO00 I `� WHEN REQUIRED PER FFBC PROVIDE 1 Y2" I 2 STORY I I o I SLOPE RECESS FOR COUNTY ONLY I I I � SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I SLAB I LOPE OVER 6 MIL I I L_ S3 — FOR WIDTHIEN VAPOR I ER I I I I I ■ ; I EDGE OF SLAB 2" I �? STEPS AS REQUIRED PER CONDITIONS : I CHASE I BEYOND WALL TOFIELD KITCHEN I I I AND ISLAND I LOW WALLS I SLOPE in 4'-0" _ — — — — — — -_- rl - - - - - I4 CJ _ _ _ _- II IL---=- ----- 11 I ( N 4„ -, 1 N I 4 Ilr'.�Ilr°n L - - - - -------� I J IILk-11 S3 r ih II r III Y ,- „ I I I �0 0 �-31/2" aU, I I •ILk ■ I 7 I CC (2) #5 REBAR 53 VERTICALS w/ in in FILLED CELL 12 c STORY L—--rI---�>� —_1 - L_----------------� .. I . L _ -1:: - I . .(V N , I J H34 S6 TYP @ 2 STORY .� 6'-0" 6'-0" 6'-0" 5'4" 4'-0" A FOUNDATION PLAN — ELEV—Al SCALE: 14"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH r1/8" SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z a U CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: The reinf. bars shall be :ont. around corner by cold tending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" t eowN .• At dO, • U `J ,u 1 .•' OFESS%0 e To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiai 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I Q OD E �p r~ N LL 0 0)- J at",.wa �NO'�' LL d - ej fh V ro Y JLLLL a IQ V Z O t m � 0 9G W�O1rn *j IL woo, Q a 0 a & cc) z J N 0 N & O L) Z W � z � g : J 13 N M z c.9 -J �U u�, Ln 8 ast U 0 I N w � c:, V W z M _l U_ ? J w a �° 3® Z � fO O C o� �o °z �o 00 ° .z N �o L a o ¢� m 5 Z 2 W� 3 0 Mj8 d• ZIS U C In > (0 J Ot71 l��Vv O L q) L N O �\ ■ O O O m o 1 \� �A �••t �M 7075 T� N . = CDLo 0-0 T E c• Q M Z m Z C O E B m d U _j Q p JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. 6.0 STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE C/S6 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUSS IFFLOOR TRUSS 2x4 CONT. RIBBON W/ A I�1 j O4 'A 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE a=oft (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[6:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 49.57 -49.57 10 GABLE -38.22 38.22 -60.99 -60.99 -60.99 -78.58 ----f-O--� - - �� 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 \ \� i ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ^( r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q ! Q SHINGLE: 3/j6" EXP. 1 (24/6) or1Y32" EXP. 1 (3�116) TILE: 1V2" EXP. 1 (33116) r j NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'Y32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (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 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING (4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 'KING UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6' WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-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" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR IVGT-F M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 "* 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F I W/ ( D SINKEAS & 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 590 555 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 & 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 (+l- 6") *FASTEN EACH (8) 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 I-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. x T LEDGE CONR 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. (A) OR 2 PLY WRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN - ELEV-All SCALE:/4"=1'-0" I / ��\t\ttttttttar \\\�eo C i •. Ci fil A "Mill III 0\"\����� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F- of^ � J V C,N y 0 C � LL rjnl�. LLwa- Q yrNiv n- Yco �n Cq J U_ LL (L- (� Z �Oc tm� 05 W��°'°' ogc��0� a z IL a N mZ 7�y 0 0 _jLo Z0 W 0 0 z Z o 2 .o C1 4,-, (a •F w Q p OLLJ V) C L U C • CD M w M z �a LL E w � oaR ry ZO zEE 0 o� o N °; ag x mf C� C U y0 oa Z LL >Z z J 3 ab 01 iz = JU a W _j 3 w ' 1z It NJ ~ a� c�0 V 5 0 3 �� J O (D L � y � N > O o�0 cXi C ca Q = �0 N = N 04 00 r M z f0 C ftI E C) c C d U J Q 0 J JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. 7.0 J. --A- , 1 I _ __ L_ _ _ _..L;i IYll�tll l lbi�V�i ii■Y��IW��11.1����11 II■I�Iilwaa1.iYL 4 uu:: Jl11II���W rn v 3 a r- N a� z v z rn S 0 W I a N C(? aLi a� v x N g 0 u7 I i lY N c 0 49 rJ Q 0 N G. E E Z g WE ENGINEERED CLADDING W NDFPRESSURES AND OSUUCTIONS FORM AN ROOFOHEIGHT 5T 5 ftND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r ,,a le 10 HIP -35.94 -49.57 -49.57 -49.57 - 6 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58------- -- T--- .�°�� ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r u 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: Q , SHINGLE: %s" EXP. 1 (2116) or'%2" EXP. 1 (3�1'6) __ ► r __ TILEi : 15/3z' EXP. 1 (3�s) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS �� r r UtI 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IY32", SHEATHING SHALL BE FASTENED ,�, ,,a ,, WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �" ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. iIM. W/ BLOCKING AGT w/ (22) 0.148 4-SDS2.5 (10) 'SDS WOOD (1) 5/8" ATR. YR @ 2 STORY (2) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY p CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 1 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H IFGTR 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 1 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 518" ANCH. /(26)10d x1-1/2 K HD3B * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095'* 1720/3125 " 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 2) LGT2 4060-M 3770-F 3500-M 3240-F `Af/ D 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) 1 D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 1 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 590 555 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 & 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 (+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 ('*). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—All SCALE: Y4'=1'-0" i \\\\`\`0 W; v U 0 O� • To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W $E r j 0 N 0 � � U. :12 OD1�# LL W W a u)��a0 W a ajM� , N JLLLL d W BScc _M 0PS �Z ig 6•�N(_O x 0 J Z ILW 00 a N MZ d'y 0 Z 0 0 U_j W ❑ ❑ ❑ Ur � z � c Z OD Z C. J a N N (M4 z C1 �(D 0 LL 4—J fL3 U w M M 0 w U LLJ ~ � L I U Q N O, M � _j E W o 02 �o r pia z0 Q U E: O t j 0 OH r0 g� x� �a a Z N ` �$ w� o. g z W �Z W o O J U �w U C> �o a �k J o_ O co a� 101 °O = �( J C� CNI > O �— c CD c p to = CD Lo F.. .� No Ln N = 0) o r E N N ".�i V 0 Z E O' E N w C d 0 J Q 0 J JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. 7.1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2, Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 •O a e vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM dr GROUT SOLID 9 J O /5 BAR CONT. 8F12-1 B/1 T "V LINTEL DETAIL SCALE = N.T.S. no on Imo€ [ so 0 no E M 00 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J iL 8F16- B/1 T a I Z tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MIN.(1ARCI'D MIN. (1) REO'D 1-1 AR ALTERNATE POWERS STEEL LINTEL ° A ,p �C.M.U. 115 REBAR AT TOP a° a ° GROUT MIN.(1)RECI'D ° Q G 1-1/2"CLEAR v e a d ° J <1 �. n o cn ¢ ° C.M.U. n 5 REBAR AT Ln rn w IN ° O BOTTOM OF LINTEL CAVITY a Z w o W 0 X W \ 1 o oTTOM O REINFORCING PROVIDED IN LINTEL M ¢ 02 j OZ LL o ,n ¢ O $ G #5 REBAR AT BOTTC 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) 1 � Cr g'd <7o L, 4o AS INDICATED MATERIALS . cTl prylintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE hSEE PLAN T/VVALL 8" KNOCKOUT COURSE - - W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL T SPACING 1 WALL SPLICE DETAIL 8 SCALE: 1" = 1'-0" 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 5'-8" LL IA) LINTEL PLAN - ELEV-All SCALE: Y4'=1 r-0" I / � \\��e��\`tttlttEttgN� SRO W/V •��\ON e . E "�• ••, DNS ti • � h W •� r qv. O E S5\0`\\ tt�rnft�t 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. 9) F o E 0 C 0 « O G 9�n°`oo �i (/i h l� � J LL u' W U. W tlJ Cy M 12 J LLLL a x 16J d O Z 103 2g� 0 W §24tp 8 op. m o J Q-ce Z_ LLW Z � M Z Q to O U h W U ❑O❑ 0 z N z � Q LV7 13 Wv) (1) M 2!v 0 € � •O w w Q a V _3 LL Cj to �(T,3 c U w _ c i £r U ' Of Q C Y N • M O w ZZ Z <1 J z za aEo : 1 n7 0 �O O a ZO E i Qz i fu � � �o � yL H� '0 �9fri 2 Z � J � ;e Q i "Ji " ww W LL �i 21 d m ro m c� L p� O •� C) o m Q% W r o r Ln L N 2 N r E N N M o Z E E d U J Q Q J JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. 8.0 ■�+011 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz 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. a 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC WI 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-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-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3l8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED WI CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5.8. EMBEDDED TIE DOWN USED FOR TRUSS AND WALL UPLIFT ARE TO BE CONCRETEB DED E S 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boraoore 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 siggn which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler syystems includingg all risers and spray heads shall net be installed wi hin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be�ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An extgrior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. �A.• gR0 W/y aeee Q-, 04SE • . •� 40 U COO `r i '•.. // FESS% ����r'rrrttttlttl``��� 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 ti O N J rJ ID N 6 T li to yM04 -1 "a 4 Lu LL, LL d IQ V Zm 0 cc C 0 to� W o O c' rn Q Z W N O M a QU-,NLLZ°" W o00 z z o zt J (nv) N z a U9 Cz 4 � - N �N CD `chi w M U_ E o oLL Z® 0 E fO of Z O NZ � ai °do o �a g ��zj z a�i Zo o X "m m5 cam- N J � ¢ e O z O a U �z W U� o� o xk O o'. a aF - O 'C O 0 C9 L � > O 0 O hQh CL C m = CD = r 004 T LO LO N . = O C:) 0 N 'ah ,- E M Z c EO E CC) j m c 121- o U J Q Q J JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. SIN . _J, -1,1,.- �Y, YI Yu� L�LL.,.i�� i llidmiIkilli&bw"ll LIA"L Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 net wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 w panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking. 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high it sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O 0 5'-CI" STUB -OUT FOR 1'-0" o 'o GAS METER O o � U (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls x' /Provide adequate bearing for each lapped joist. nails SECTION an INT. BRG. WALL `_Z ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D \i (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM F_ STD.90° BAR CONT. #5 HOOK _ BAR #5 �f _ BAR I` #5 CONT. FROM FOUNDATION TO HIGHEST - — BOND BEAM _ -- BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D --PLYWOOD FLOOR 1 r SHEATHING PER PLAN COLUMN AND CONNECTIONy�TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR 1 U INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR L Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule ~ Joist Bearing Location f-_ a Series _ De th End Intermediate ® 9-1/2" 12-8d� 2-8d BCI5000s 11-7/8"' 2-8d 1 3-8d 14" 2-8d 8d Clinch nails ( 9-1/2" 2-8d- 2-8d _ when ' BCI 6000s� 11-7/8" 2-8d I 3-8d possible �\ BCI6500A 14" 2-8dd 5-8d - -- 16" `-2-8d 6-8d 11-7/8 2-8d 3-8d 8 14. -. �,� \ BCI 60s 14 2-8d 5-8d Tight fit 16'�2-8d 6-8d 2x4/PI ood/OSB web stiffener 2" min. ® � 11, 3-16d 3-16d Yt^r BCI90s 14' 5-16d 516d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 1500Ib. 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 beam below Load bearing wall must stack over — blocking and wall or beam below.* Use 1063" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6e�rA 1Yz" ROUND HOLE MAY J 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC w/(22)' NAILS T 5/8" 0 THRU BOLT SIMPSC w/ (22) - NAILS T R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR _ AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger L' \ Filler block. \ Nail with ~\ 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap ✓, Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height l - — requirements 0.6 X Joist a / depth 4 i I-JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ' SEE PLAN FOR--'•• .. • FOUNDATION INFO n, a STEM FOUNDATION GRADE a A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • °° (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION —\ 4 A b PVC OR SCH40 SLEEVE PLUMBING LINE d . •' a a . e � a• SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE v' A _ d av L G . G .a i a P .. SEE FND. PLN. SIZE & REINF. a N �OFESS\Q "111IIIIII11`11o To the best of the Engineers knowledge, information and belief, the structural plans and spec fications 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. F gp� -tp N �t LL 5 Q 0 d C� a� J 7 w ik 't W tonn u- w a a �Jfi lo Z �LL Lrm°y' �So� +j C, (p x O M. W Z LLa �2pjO' 2 M z N O Z N OU�y D W ��� Ur V Z z J a (iJ C1 �U O • —� (AC W 8 fV �eW� � U 0 0�s Q 0 Oil C w M Z o Q tl E ao �2 1' o� aR0 un z g2 WZ �: f4 C W wo H- �2 O gz z � 3 �w > Z W 2 3 o Q 0 U z T ::11g O ` �� ° �C:) > co J OfT co L > o O Q o CD U 0 N Nit LO 0 N CD T Ln N = N N N qe ,— m Q M IRT o z z £ �o a U°l Q p JOB NO : 21-5703 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 T P') VARIES INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL—f/ NAILER STD. 90'HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B �r 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"& 16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ 2x BLOCKING HORIZONTALLY@ (12)10d NAILS INTERVALS NOT EXCEEDING L 10'-0' (R302.11) L -- - SHEATHING REQ'D. FOR ALL O.S.B. - FOR UNDERLAYMENT EXTERIOR OR SHEAR WALLS AS REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN, ATTACH z - - - -- SHEATHING W/ 8d COMMON NAILS @ PRE ENGINEERED WOOD APPLICABLE. v 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE - - - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH " "' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" MOISTURE BARRIER o ° A.F.F. 0 10 WEDGE ANCHOR ° ° ° @ 24" O.C.)"x SHINGLE ROOF, SHINGLES TO e ° ° BE IN ACCORDANCE w/ ASTM �_ I 0° p; ° ° ° ° ^ ° ° ° ° ELEV. -0'-31/2" Z 31/2"MIN. D7158-CLASS G or H, or ASTM T ; • =I—_ I a ° ^ ° ° D3161-CLASS F, IN T °0° ° ° „ ^ 2x4 CONT. A.F.F. p ACCORDANCE w/ TABLE r I ° I I° 4 ° ° N ;0 p R905.2.6.1 FLORIDA BUILDING — _ —I I ^ CODE 7TH EDITION (2020) 8„ _I _ i —I I I I i ° ° t GARAGE DEPTH VARIES 31/2"(min. 4" RESIDENTIAL °— ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE: EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE a� N °p ° ■ Z W 2 co - — 6 MIL VAPOR BARRIER ; p 4 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. V-4" (1 STORY) STD. 90 NOOK (SEE U U.N.O.O 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR , BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY ' NOTE: *FOR BEARING WALL W/ UPLIFT ONLY GG S3 2x S.P.F. STUDS @ 16" O.C. GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED ' .4III n GRADE Z n 00 p o ° III -III—III—III=1 I L—I I I- ? t = III —III —I 1—� 1-1.1 I_- _J I a � III=III—III=� � �—LI I -III- N I_I I f—III—III I I L. :I I L_I r III =-1 I I=1 I I —III —III —III —II I -III—� I I==1 I I I C I —I I I_� I I= — I III= .I L III -III— 11=.1= ill III=111�11111111_IIIIII�,III���II11��111,;,ILI;;111=III-11 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE 00lit! III II I I1l.L! II I�r I _ _ -(1) #5 REBAR w/ OPT. ' — SCE E�T I ENCLOSURE _ i '1�.1�r II -- MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT ^ CONCRETE SLAB 14' 13" PAVERS O.H.D. RECESS z O.H.D. RECESS N Mr ' . • N . a ..,. co �T1T T1T ' — Trr — —LTi�—TTf Lr— y . " II' °° •=1I II • ' 4 °Q ' i T_ `TIT .. " TfF I I I �_•lit SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / VI (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES AND 12" O/C FIELD (2) #5 CONT. U.N.O. TYPICAL BEARING WALL "SHEAR WALL" -r/r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ' BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) — (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS r31/2"MIN. 1/2"(min.)- 4" MIN. D SHEARWA SCALE: 3/4"=V-0" '(AEG S�GUR pGs SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'4" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8" x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —` PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR E Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi p M A p. FINISH GRADE oo [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] rfT 6 MIL VAPOR BARRIER R >. ° a0 — r R 1 7/8" —� K #5 REINFORCING BARIN ° T #5 LAP SPLICE C III II�1 u� 11 1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'4" SLAB INFORMATION. P.T. 2x 1/2" GYP, BD. „ HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALAP 4, INTERIOR -3 1/2 '• .. ., d . CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 'm w E� M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE :zz---1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' WWF OR FIBERMESH ] C, '— ; K S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /ik TOP OF BEAM (2) HTS20 — d a 2x4 P.T. PLATE a g.6 COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR.jk z cn O w w J w o w w rn TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /,o2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH u II ru-�u—n-�d�l�l II 11 II 1I�I�IrMil 11 �1 II IIo11= ° - 111 SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE W C U a ° U) p w (2) #5 CONT. =I 11n,1J1 ON 3" CHAIRS A 8" 1'-4" (TYP.) 1/2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH ; E 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARI 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO ° ' & LAYOUT DESIGN IT 10 6 C SEE ROOF PLAN c — - ° a. ° a FOR STRUCTURAL _ M BEAM SIZE & CONNECTION INFO Cn 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 81' ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS = TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' SIZE VARIES PER PLAN M W/ MIN. (2) #5 VERTICALS 00 g RAD FILLED SOLID (SEE PLAN FOR = SIZE AND REINFORCEMENT) 0 III ° °• 1= III III III =1' ? _—III _I -III III-1 I L w I- a w o I_ —I LI _ =1 I_I= I- ; z BRICK PAVERS or SLAB PER p o In U 1 =1 • a • °• M z < COMMUNITY SPECS tl U) - S " -__--- ,. LI - - 1 .III-1 I —III I —1 III- FOOTING III I I= I I1=1I I=I I-1-II III_ I I I_ --I I I--' —IIIIiiIII-�iitlll ILI-I-,1I-1IIII1-= BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �`' �lip,O W . •• 6 * C� •: ` Q t O[ I L0 k "�QFESS\0 �\ . '(tIitfttltl"'� 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. In Q �yy, 7 tl') °Q N it LL W fA Q2 NNo: F U— th vi Y J , v a u- W Z `°gig o I W - A 0 Cb Q W Z IL 0) Q a CD M Z O ZW N Q U O U ❑(]❑ Z N � Z � z N QJ N z C1 'IJ LU � —� O W �LnLn c Y , (a CB U Lv � c N soo o �w 9 M .�Z w = Z J U- E W s Z N t� $Oz g1 v8 �0 Z <_ r � o w al0 o =a I 0_ o- = O-117 0 121 .J O4 m 0 2 3 o a. v m p r 0 Li/ YJ N = C3� C oIt,- N N r' z W z E O E N aci 0 'a a JOB NO : 21-5703 SCALE : AS NOTED SHEET NO. S3 A (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION. CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT 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 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE I SOLID AREAS ARE MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT EVENLY WALL IS 1 1/2" MAXIMUM PLATE - INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 1 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3) 10d NAILS ++ + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/CAMA Wl8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L—ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN DOOR OPENING - ® DOOR OPENING ---- -- DOOR OPENING EXTERIOR ❑ ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a11 k n 11 0 8' STD.9d'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2"PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J Q \MMON 'o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL %= �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. e a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF �0y, N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE lOOR uvvn r FIMIM W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER a EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP, Op �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON �o TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER -- RESISTIVE BARRIER —,.- SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EB'LOCKING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) Uj ci O/C FIELD g N 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2"IL 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF 46,, SPLICE STAGGERED ' MAN ATTACH ALL J �J EXTERIOR STUDS W/ Yb16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. SL F= 2240 LBS �7 SIMPSON C SIMPSON SP4 gP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT a i 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPS0 SP4 SP4 ROOF TRUSS ABOVE !— 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 41 U 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR SCALE: N.T.S. S4 \``\�\\\11111111111�/ It `./( ��`\� G� r N' \ V N � o, F 4.0, �-`' FESSE f �r��t#ttt111WI"0 To the best of the Engineer's knowledge, Information and belief, the structural plane 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. F- o V N. LL 00 u d NC140 LL°-Y d! @ LL LL a J O Z 0 0 _ L m � g O W 9 Ri _ a '_ N V7 m O J Z a N co Z Ix N Q U UJ0 Z W O ❑ ❑ ❑ V M z N z o� wv) z 4-J U •U N u. w S Q A 0 N ful ,,, g Ly N e =9 3x C3 CM 04 o M W Z J E oo� Z o g a <zz Q E N rl} u a Z E ~g p 0 �dn ° W , i x ms w z q' aC to _j 1Y < g Z N � o 5°u a aw W C �p 3 0 coCD a a0 � 2I6 U 5 c0 0 In > (0 J 0 rn �o c� tir— N o Q '� o C) a o m p = (� Lor � NLO T (Jn N .= = (� O 0 04 r E F N N c� Z Z E O N E' h? a U Q p JOB NO : 21-5703 SCALE : AS NOTED SHEET NO. S4 G 611A G w 31 1 SIMPSON HGAM11 Wit (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (d 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9„ AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL � 45°± / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD „ „ 2x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9„ IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, RI DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 �-DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2) 10d EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 () ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HEREpq FASTEN WITH 1063" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ 4 1/4"xl 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 1063" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. SS TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M N M X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION tO � � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ ill 1 11 (2)16d NAILS -WOOD TRUSSES " 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) • BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" ( D - 0.148", L - 3") OR EQUAL (D - 0.207", L - 41/2" OR EQUAL - ) (D = 0.207", L = 41 /2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7" BLOCKING 2x4 BLOCKING @ 481' O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD SIMPSON SP2 w/ (12)10d DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ''�;>rCONNECTION 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 - l OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) „ „ 2x4 T ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS ! �� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0K"9"SSTYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTIONy ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL N (2)16d NA (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. 12" :E RSH SCHEDULE 1R ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 -L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING wl (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C `MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATIO(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 0 a 9C� CORNERJACK Y v¢ Cr w z 0 HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L Lq q cc NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 'Owly \\`\\N����\� LN r ° �a at \ OFESS�ON�� 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. 40 0 W m E n a_ o 8 R G J LL V N 6 cm 0 � � � N 7k LL a JLLu Z t0cm0� '5ry9ro .O� W ��pjQ' d a a ° a Z N �z xLo0 un Z ODU�V) ❑ ❑ ❑ W U 2 Z N O S z W� zo J M CD CD v N 24--J a)uo Ln U„ a® U o Q Y • N w W Z M z� o a E o E U =o oo l ¢s Z® �4 R u z oa N � It L ¢1¢2 Q U W 61 O NO OE z N J� 4W Fin t� o; "o W � U a H� T Y U 1211 J 0 CD c, T m C� L N 0 .� �/ 0 ` LJ� U Q 'CD (0 m 2 LO N CD S 00 N ,— m d N M o Z z E0 a ci Q cc JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 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) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ, FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY .; c ch —I� _ • 6x6 W1.4xW1.4 I n a WWF OR FIBERMESH 1Tf� i ll ��(1,u}1 �1 I • 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 - [RSHI - 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 w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o= 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LL w LAYER 1/8" THICK. INSULATION PER y CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT w a- EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH / 4--to 6" BELOW GRADE GRADE c0 3 # 5 REBAR ON 3" CHAIR 11r �mlllrr*I I 1—�� \-STD. 90'HOOK () (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 4 T OP SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD / 2nd FLOOR WALL_ BAND JOIST — --n *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL l SIMPSON LSTA24 STRAP w/ (8) '10 x 1 1/2 NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T, CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK TL SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1- ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIr FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TRL 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 WEEP SCREED i INSTALLED PER. MANUF. Cf. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15132" OSB EXPOSUREI SHEATHING X PROVIDE X BLOCKING AS REQUIRED PER D p SECTION X-X IF Lu NOT FULL HEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I 15/32" OSB EXPOSUREI r F SHEATHING w SOLID 2x BLOCKING @ ALL C C SHEATHING N EDGES (SEE OPENING SECTION - aLu 2x STUDS w BEYOND. y SEE PLAN a 0 rn A �2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM B 318" SCALE:3/4"=V-0" S6 SPA S 3/4' RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION CIS3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH •. d;. — CO T - — ... •' — TTT- 1I 14:' r�jj[—LLtM MT:8E-j (3) #5 CONT. ON 3" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTIONrs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T*7 SF,6 Off, N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 9" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". N ? 0 NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL O 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. 0 O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL p - W x J u. � O > § in O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. rn 2 i � r, @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL — O MEMBER IF GABLE END U) NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". 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 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE Ni�,0R NO SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 f WWF OR FIBERMESH r C •'� d °' . °° 11 MI I_I I I_I I °.. . -1I1—III—III II 1IIIIIIIIIIIIIIII 'II,;1111 i III- III.. (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 (1) 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE ;0 III=1' 4z @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=14" ADDITIONAL INFORMATION. V S6 IIfifth \`\\�III �� OWN ,\`,N Q', NS E •�' •., rp r• Q c P QRp'.ESg�O) ����'+littltl{{1111`N'� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a n o£� N 8 h� N � 0 at ,� °' � ,n 20 v�i Yc LL a Q tL LL. (L W S 0 Z t m OF C) 0: W rp O 2 0) 7• IL a N CS Z J N O 0 Z 0 U U) W ❑ ❑ ❑ v -M z C14 zCo z o Q V J — CL z C!) 5 C1 (1) 1 l t13 .0 — M L1J � o 't` Tom•+ Ow � N 8 = N a U c Q Y • �Q N � o M W � Q J tL E O V = � o® � a (16z� ao w0 8o z gE �oW a W� Cn C yo 9� > z Z J �b O U �o �w ZI� U 1 O J O T N 0 .— o O m o = CD Ln = 2 o T M.1') N = O 04 T- N C)�; CV c� 0 M z E O E w = a U _j Q 0 JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. S6 V 11 IF rn v a LC) rn N O <o d N O 0 LO I i a zn Ln N CD v N O LL7 I i 0 ca v i c 3 SCALE: il = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS CnD DI(2C AAIn DI IAI IAIMnDAAATIr)K1 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS VVMLL ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" ~� AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP SYP CUT TO FIT \RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP '- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ \ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) f I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ �' X 2" TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ T" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / TOP OF STRINGER STRINGERS E2x4 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 GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS \ / \___1 ___1 SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 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 GLUE -AT STRINGER CONTACT POINTS I 2x8 SYP DRYWALL STOP MUST L NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS 01 SCALE: 1" = V-0" SECTION VIEW "E" SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE:" = 1'-0" III&®16//Ld// 11 II 9II81L8II®I� IIIh���y�1 III R NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR El / (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 j"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: �" = 1'-0" NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" \,����1141i111tilttle�yy WN 'RO .0* ''•. 1 �R • F L�,r• S r,'Rlr • E S l� tfl111li1i '0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residendal the structural 7th Edition. Engineers signature and seal Is only for engineering portions of the drawing pages bearing Engineers signature and seal. W F ro Eo ti O N o N J 0 N titir-v w a Le �LLLL aNug� Z tm�5 0 OC _ O � Z ILk a N MZWy0 U� (nn zOU W ❑oo z N ch z i U) a Q J d � N 13 N M z v (� w O — � V) W p `y N U � L.I.J J L 8 a U c Q Y N Oo J " J, 0 0 F� (..i a R O U oa � OU ZoM � �Za �KWy F L rp U O W 3 T� $ o O n °zl'd ° 3 0 `O = 121) (6 J O , `m L � > O 0 0 LO F.' C u i N = � 0T0 r CV j O 04 cY o Z r0 = O E N y :? c a 0 _j Q o JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. ST � lj� '"'N '� I�m�1i l'�tTl r7tR I it I I I I Ih' I I 111 I I l l I'I'I 'AIIR�'1'1'�^�I 1/2" DRYWALL DOOR JAMB (REFER 1x4 (—1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT f— TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 tlIX4 APPROVAL FOR CONN. / 1x4 i 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16"0 X 3" LONG FURRING i TAPCONS FURRING (2) ROWS 3/16 x 3-1/2 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1 x8 w/ (2) ROWS 8d NALS " 3 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 APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. i % i 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT APPROVAL FOR CONN. j (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4 FROM EACH TAPCON @ 16" O.C. & L FURRII END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"0' 3-1/41' DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL — 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO 7/16" OSB BRACE(S) 2 x 8 BRACE/BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR—( INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---�� ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH FBLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B—g ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 2'-0" 78- 2'-0" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB( (TYP,) STD. 90' F_ HOOK (1 ±5A ___ __ L\_ NOTCH WEB AT FIRST 2 COURS- ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS -- / NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN #2 CONT (MATCH T IF TRUSSES USED) W/ (2) #6 X 4%." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" C. ° � o r GRADE ° M Z ' (2) #5 REBAR. MIN. 3" 16" MIN. 00, COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION it DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. ♦ #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" tR ♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED ` 2x BAND JOIST W/ FACE NAIL 10d ` D. 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — LV METAL SEAT PLATE NOTE: I LAP SHEATHING TO OF BAND JOIST TYPICAL , '; #*# �*4BOTTOM SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SIDS SCREWS ' +2 NOTC Fr@ @ FIRST COURSE ` ' ♦ - INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK THE :S I ♦ , , FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW r— ALUM DRIP EDGE BRG WALL TYPE PER PLAN 2x SUB FASCIA 2X2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW I L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'-4" REV. 03.26.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2X0 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 2'-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. <FNGTN (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS eFG cuGPT n) ntin SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3 - -v Cr Z O M w O w U U) FILL 1st 4 COURSES SOLID W/GROUT t! I FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° '' •a OVERHAN ., d RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0r( 51-011 , #5 BAR •i P `'° • CENTERED W/ g .: ° • . �► IN TOP o • sa ' KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTINGI I. ° SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .> ° • ° DIRT Z °• ° STANDARD o 90' HOOK N #5 BAR IN FILLED CELL , sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. ,4 N r VZ R 0 F E s /� Mill1111111 � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M a In E o cog gam# U 0 dq'S " O °N' *k LL M ii � cN'� Q J LL LL � Z TaZ M; 0 :0;; $ � W W xo �j�rnrn Q a a Z 00 a N M U Z X 0 O Q Z W O U ❑❑❑ 0 z i Z n r -- z 10 v0 a--+ �V w 8 N Ln C N N 04 20 W z J U_ 0 0g W go oLL I L N aR Z® E o0U (— C K 4 30 U z o E N $<Z ao �o (p N "' � z1. Y h� 0 ? z N J ch y> �mw o<o iO q 6 i6 Z o J U WT 3 c� 3� LL Nw C 4 aE _9 <2 ¢ O o w� UI4 of U� L� Cfl J O (0cc c� L. N > L 0 Q 30 C m p T. CD Lo Te r 2 oLO r .= 0 T— N N co 0 Z E C)c m a. v v Q o c JOB NO : 21-5703 SCALE : AS NOTED SHEET NO. SS llll llhl CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS — COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY/ L- I Vu L Ll9V1 I r rIIJJV YY L-L7 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH `3 TB PRE-ENG. TRUSS -0" O.C. 2X4 DIAGONAL AT 8' 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, N TRUSS G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) 10, G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „k 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP w/ O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC, WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE ?OOF PAN FOR MOI NFO SEE FLOOR PAN F COLUMN SIZE & BA CONNECTION INFO 7/16" OSB FLITCH PATE SEE FLOOR PAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/P ANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER A A SEE PAN FOR SEE PAN FOR CANTILEVER IF INDICATED SEE FOUNDATION " PAN FOR MORE INFO SCALE: 3/4"=V-0" COMMON BM. ATTACHMENT 18 SCALE:NTS SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER �� CENTER OF POST MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE — 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL MY ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS —J OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS VARIES , , ,1_L��T, , , , _a-- 2x STUDS @ 16" O.C. " L ROOF SHEATHING SEE 1/S5 FOR ( ) ATTACHED PER ADDITIONAL SEE PLAN FOR , w/ SIMPSON SP1 w/ 10 10d 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON SP2 w/ 12 10d NAILS AT TOP NAILING SCHEDULEA OUTLOOKER ( ) " 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 4 O.C. INFO. 16" O.C. W/ (4) 12d �`— -� , COMMON TRUSSES. INFO. " 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP --�— —�-- ATTACHED PER 1 TO TRUSS W/ f —SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE � (2) 12d TOENAILS PLATE & (2) 12d END --- —MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS `v EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS \ SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING GABL LOW ROOF/WALL- SCHEDULE BOTTOM CHORD PLATE MORE INFO. L TRUSS SHEATHING ATTACHED I"jl � PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN 2x4 BASE PLATE W/ VARIES W/ FOR WALL LOCATION SIMPSON LSTA30 w/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE 'r (22) 10d NAILS OR (2) 16d NAILS TO T:- SIMPSON MTS12 w/ (14) 10d x EACH COMMON 1 1/2" NAILS TO BLOCKING WOOD WALL O TRUSS/ FRAMING , -> BELOW @ 16" O.C. MIN. 2x4 #2 SPF STUDS ' , 14 10d x 1 1/2" NAILS TYP TOP & BOTTOM OR TRUSS. 2X4 CONT. W/ 2 @ l ' „' ( ) y - IMP w/ - i SEE PLAN 16d COMMONS 16 O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. r r STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON j (3) 12d TOENAILS TO -- �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD . FLOORING W - - PLATE BELOW MASONRY WALL kA TRUSS OR SEE PLAN FOR �, 4 0 O.C. TO GABLE TRUSS _._ ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN 4v. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. - •� W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. °` SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLErl2SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS BROWN SE 0 ' O F g 1at E S r�lnllll ` \\ 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. » 4 E o g$ �pp� V N d C �p J li [f ,_ to a rA N 0 ai' 7 gLLi- LL a a Y N C w Z r m(; O M W °rr O a T• IL T ° N MZ a a WaLo O Z 0 0 U � 0 W ❑ 130 Z Z o d v J — r Q) �ro7 g " "' .O �N �N c Uj $ co w m ._ < 0 & S� M a w z 9L E z® O E U O E j V < ❑a ° z O N $Y o o � rw __ c N C y m� °. z z O J N Yam"?° a b aw 20 W Q U Q U Ln x� zs 10 �a � 03 O w Oz ¢ _ a) J > CO 0 m c� O O 75 0C Mn = d' L() 5 ~ -� 04 Lii N .� = O) p 0 ,-- E N N CV) m z E O vi a 0 � JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. D 1 3 53 a r- N c N 0 0 L0 I T3 Q P_ N z N 8 a to I i Q 0 i E 0M M 5 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO OA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 0 FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. 1 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48" O.C. A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONTARIBBONJ x 1 1 A CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF CORRECT BLOCKING w/ 3 12d EA. END () HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL REQUIREMENTS TO HORIZ. ' " BLOCKING TYPIC WALL FLOOR DECK 2x CRIPPLE AT EA. END OF OPENING INFO SIMPSON LSTA30 w/ (11) 10d 1-1/8" RIM BOARD NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• SHEATHING (MIN. 7/16") /! j FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •• •• VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) 8d NAILS 3" O.C. O° WALL SHEATHING JOIST SEE PLAN r-� (2) 12d TOE NAILS TOP (2) SIMPSON MS (7) 10d NAILS & (4) 1/4"x2 I -JOIST SEE PLAN TIE BEAM PACK w/10d NAILS O° 8„o c FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD -'/ & BOTT. CHORD NAILS (G.C. TO INSURE SOLID BLOCKING = ;:;:: 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. =.- AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH r..' J PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AQ SIMPSON SP2 w/ (12) 10d NAILS 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 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED e SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" SIMPSON CS16 w/ MIN. 12" END T_yP. \ 2 - 2 x 4 SPF @) O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ 11 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS TO STUDS ABOVE & 11 10d �.!.� ( ) NAILS TO STUDS BELOW. NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS HEADER/ STUDS 2 2x HEADER SEE PLAN O 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS Q INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN QE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR DOWN LOCATION, MIN 7 �� AT STEP DO O x PF 2 S EMBEDMENT PAST STEP. REQ'D JAMB INFO OPENING LARGER THAN 4 ft 2 2x O SILL PLATE SIMPSON LS30 6 PLATE SEE PLAN 12d NAILS AT 6" MORE INFORMATION RE NFORMAT ON w/ w/ O FLOOR SYSTEM OR BASE PLATE CRIPPLES 1O.C. 2x C LES 6 O „ 10d x 1 1/2 EACH SIDE 2-STY. FRAMING M G O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) �r SIMPSON P4 w/ 6 10d x 1 1/2 E PRE-ENGINEERED O SO S US C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 2 2 x #2 O 1 1/2 USE SP8 FOR 2x8 WALL 24" O.C. ) @ EWALL OR BEAM WALL AT EACH STUD AT HEADER / SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) I „ TOP PLATES BE SPACED W/IN 6 FROM OPENINGS NAILED T STUD OPENING NA O U N LS30 w/ 1 /2 I A SIMPSON 0 6 10d x 1 S O TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T& B i AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8 O.C.-- _ COL. SIZE HEADER 2 x 4 #2 SPF STUDS B O INTERIOR E DER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ 18 ( ) „ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16 O.C. U.N.O. G 2 2x HEADER EXTERIOR HEADERS / I - JOIST FLOOR TRUSS JO ST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ B 0 X HEADER SEE PLAN E F I np F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F " 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" —TIE BEAM " MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16' O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE SP2 w/ (12) 10d NAILS AT n . �_ PROVIDE BLOCKING _SIMPSON 6,r HO STUDS UNDER 2nd FLOOR HEADER ARE SEE FOUND. PLAN FOR FTG. REQ. BELOW JAMBS -- - TOP AND SIMPSON SP1 ( ) 10 NAILS AT BASE w/ 10 d NOT REQ'D TO HAVE CONNECTIONS. • . • " *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN _,.,�_ TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONNaQ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 SHEATHING CAN STOP ONCE UNDER . 6 2 STORY COL. @ GIRDER 7 IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS 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 LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP PLATE THEN DOWN THE 2x6 WALL, USE SP8 FOR 2x8 WALL) °O 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d - SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B _ THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ "�-- (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS — (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3' 0/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x W/ 12d TOENAILS. LqT NO2 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) SILL PLATE (2) OPENING LARGER THAN 4 ft (2) 2x MjN OA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE • ALT. HEADER ANCHOR IS GREAT THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON ER N OPENING NAILED TO STUD 8 LS30 w/ (6) 10d x 1 1/2 EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4 PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,'' W/ (2) 10d NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aQ 2nd FLOOR HEADER CONN. aQ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �o SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. , `\\\��N�utulrrurr,,�� W N %�: e0 '11' Q' f • S E ' •., ` v CJ tr► �O Q 4''•••.....•••' ARO F E SS `0 II 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 - Residenlial 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q eeefff EGo O N J C N d y� a0 tll LL i! " W aq a v� NrNi uu LLa�e mrLiLL a�5 a 0 &0 W � ��pjO' a Z IL a N M2 ¢ eoo a itLO 0 (0W Z O _j ❑❑❑ Z Z n Q a 13 N z �O - V) w C � Lu U QS tml � M w a `a �(� O SU LL <Ki Z Q E " `0 W 0 u oo Z~ O 0 Q go 4= as 8z wZ � U �m mo o Z >N N JV °i mw W o �o "Kr z1% o 3 0� 0 (0 J ai M c� � •' N Or-. o Cfl C m = L.f) 2 CC0 T , /ram Y / LO N = M G 0 o E N O N r ' 0 Z E 0 E c a 0 v c JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. D2 �rwtatwwwwlrrrwrawn.lslrl��r��nanTlreww!r��tal wntraw�x�nwtH•tf*■pt I� 'I h 1 Irl I I � I I i 'l1 I I'1 I i 1111111AIfIlI�NA 11 3 v J Q LO LO CV iE 's N g 0 LO I LO N c� vc v x N 0 J c r\ I i rn 6 0 i a 0 O L__ THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK /-2) SEALANT JOINT 5) SEALANT FROM ^ •,INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT _ = REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING 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 i� in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r �nonu�� WEATHER VE BARRIER & IARILY 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 JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) Ear SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER 4kh"h4h, SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v \ NAILING FLANGE 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) of SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN E 4M SELF-ADHER J Iv111Y (D V-4" PER PLAN V-0" PER PLAN SHOWER SEAT >4 a SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3!4"-1"BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding.-i WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR - approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, i 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 RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 - R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2V O 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 Il 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FFLASHING, SEE LANGED WINDOW SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, _ o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6° RELEASE PAPER TO EXPOSE 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 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. IBM. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R t t 6 vie 7.7.At built-in clutters. _LF-ADHERED FLASHING ETCH iHERED FLASHING 1 2 4 5I PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A FOUNDATION WEEP SCREED STRIP OF SAF lr� -DRAINAGE PLANE WRB ---BOND BREAK WRB LATH JSF WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR < BARRIER 3-1/2" INCH FLANGE II' THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER a er esls an ar r Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS 11�.1�15S1y RAL FRAMING RAL SHEATHING SAF PLANE WRB =AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 CV 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 ro n O - o N r # Lo 0 V 5�� N *k u, a 0 aaiMv t6 rn 1--� U-Lu a. YYn Z r`mT° o W Z LL N M Z a W N O Z G U co W ❑ ❑ ❑ $ Z N ih z z Q - N v�I 0 - 0 �co rZ ,,. U WO g w $ _ C/1 Ln c N w L U x c 00 -0 o w z M *O LJi. Eo z n o 'aR z® F� _i x� 0a Uo Z& o <z 0, wZ fV :ram ry 0 or 0 c C .� F >z Z N J <� �Z 50 W 2 aZ r w� IMJ v ila $ 3 In (0 J 0 0 0 0 Q o I..L � m W 0 U-) 0 T Ln CV I 0)o o110 Nr m m CV N M z Z E O d' a a= c0 _J a o _J JOB NO: 21-5703 SCALE : AS NOTED SHEET NO. W P Mounting Brwillets (10 Gauges 41/2ax41t2'x2-12' sack cross Support (May be cut to W) See Ancnor Schedule 112w Dia. A325 ITyp,) Bradtet (16 Gauge) k 14 Self-Driling "1 Ssrewa A/C Urtit Bottom Edge Murrlcarle Strap ! ( iypicaf 3 in front) 1 T 1�.lShErg Front Cross Support Self,Lackin� Nuts (May beeutto W) Left BriCkBt (16 Gauge) a 14 self-DrAill Screws mru Braciteu 6 Back Crom Swoort lido A/C Unte Bottom Side (Typical: 3 each side for hurricane use) SPIDU uuleilsl3 m .uatNialeaN err IMnw lr41 wtfyl kzh 11u1r1L2iR lter acac E�I�r�a� lial.aASd � awg.�la Myers epe.w +elCtlYatoF1 rat IMdi aptly) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Oe.I ai 152021 idld! sir! 0aa paw Pale are ]yg_e V.ator Me"Aactura Carted IbWnw a UUM. VWkira7 MY VMlrblad guarantee l FM Api Amp attw Ammat. 2070 Smen Vom Products. Inc. Michael Graham Herml F. Norero P.E. Looks BOad. PE. 12MtV2070 12MRM20 12Q&i APprwed CaL=: Structural CanooneMr (877) 4414306 PE73778 (334) 300-18DO Subcategory; Prod' ore htrodm.das. Result of Mlaeelnarlent can None Tochnwogy Catepawae Math.4 Ev lueaon Report from n Rorld. Registered Archbed sir. Li -sad FWd. Prcreaelanal Engnaan iaad �Dur10YMIr10a i�radEamrai(m>�a Acarwad inKV42 ter uM Acarbiffid for LIM 8 Impact Baaatan olta011 emom 1 pnVerd Ma/el Nl l40110 Oral Function Flood end VeMllamn VaN 17Y312020 Yale YM Ni .1004100 T SmonVar Model Nt540.511 Dual Fundidl FIoOd.rd VeMilllbn VeM 17l312020 Vm Y. NfA .100h 100 3 Srtarlvem ModeIN1540-020 InsuNbd Flood Vanl 12J312021 Y. Y. N"A NOOF100 4 8manvant Model 1540-521 In.loted Fww V.1 121312020 Yale Yea N)A .1004100 6 Strain M de 1:16401 leaqud; Gal Dar Flood Vert 12/312020 Yes Y. NIA N/A 9 SnanVMl M.dwa1640.670 wend Visa Inadetad Flood vent 1213112020 Yale Yee NFA +100F 100 7 arne"ohl MoMI c1540274 14.58gqual; Goop, Deal Flood Vent 12/312020 Yes Yee N/A N/A Florida Dopertmerd of Business & professional Regulation BulldIng Codes and Standards Product Approval Application Detail Feelat 11142021 are � ar1 romim are T,(g YennnY.on MenUhulura c End- auc«w yrmwa byValidated aAnreetl Rac Amraw.l Astarciltrue Roller. 2020 Drexel Motda. Imo Jailor shutouts Zachary R. Priest Locke award" P.E. OSMO20 d/2d OS109=20 06202020 101132020 1pp0iiW Category: Reding (502) 303-1511 PF-74021 (334) 300-IWO k8!claspol : Maw Racing RnurrrNAdleamat.mm 4 M Conlaill ethod: E.eivaaah RePM from. Florida Registered Architect er e LN. sed Flai lds Prdanslchtl EngMaer flonmdlfgmm glMst6maeltga Approl for use ampwdfw Use ka2m p&" productMeow.Numbw NIM Product$fid0Yg0 G YOagaQELL InHVHZ 1 RWrrol F1lawn 1 Or.aal Mat.l Roofng SyNama DMC LOONS, DMC 150f16. DMC 175e. DMC 2005. 1201 YM No NIA .0F1e0 DMC 3V Florida Department of Business & Professional Regulation Building Codes and Stardards Product Approval Application Detail P.O.1 a3 1110071 Qk tray 2" Di Date lasuldria AYE DA Version s abab uuc Gaalar Eoalour_i1JDfmE XNUNRLL®( lldwdad filloilitag FAC Aneraw ARMLud lita Rol 2020 Thama-Tru Corp --ion Steve J.taillo n Lyndon F. Schmidl, P.E. Ryan J. ring. P. E. 0723r1020 07n 22070 07262020 101132020 Apwawd Cereal. Eau.nor Daw. (400)643.7026 el (613)767.6556 E!bCat"Or : Swhghp Ezlonor Dow A ea bee J.spenorothere to Corlpilarica Mathed: E Wo lhh Report son a in Florida Regatared Arohned or a Lbeoeed Flails asmYa3ai'Sman Prdealon l Engineer 2219 Rrmduct McMa. Ns.rbM or NarrN FrOi Coscl aqg OuWhY ABl Central Expiration 0.1. t Andrei for Use AOwawd In Nil QUIeIM for Use HVNZ Imago &taltala Deal Pressure 1 e Themha-Tru Fiber-Cleaskand Smooth -Set hill S8E3D:88grd:Imped80ud: OPaWe 12/312021 No Yee Yea WA C/vnDoal[a Edge Fb.ga,e singe Door IlnerarengrOulawing: X cenOgurabol l 7 b mum.•ThU FIb.r-Gook and 6maaM-filer hil 68,101 Aard: lmmct&gW: Opaque 12112071 No YM Yea WA C-Paeka Eell Fbelllsee Skye Door wrih 914RKa1 gnlwhy0ulswing: XO.OX a OXO mnfiguroums) 3 c Therm. - -Tru110.Nkard S-M-star le. d&N-&qud,lmPect4ud:cral 12niii NO YM Y. WA Ccmpo.4 Edge Fllilrei Dquble OW orb or wlbqul aides,"(hlewhg'O11-11 . XX or OXXO ean.guntials) 4 itThsnne-Tru Fiter-Classic and Smoi N-M.1 86N1g10 &quy; Imp.0184 i ON qua 12/1 No Yee YM NfA Canposte Edge Flbergeee Single Door N.-tFOutewhg X-11guretlen) 5 a Thamh.-Tru Fiber-Claak and Smooth -Star Hoo l 88a1g;0 aqual:lml8qud: paeDpaqua 1211111021 No Yea Y. WA CoalCoaEdge Fbergane Single Door wale Sldrnild l ors"90OU!awing. XO. OX or OXO ccrd0urabw9) 6 fTharn -Tru flbwLMaMc and Srnooth-Star hil l 6&N3a,06ard;lmped8aud, Opaque 12412021 No Yw Yu WA Campoets Edge Fbell Double Door.0 a wMPut 9u.11. (MFwingrOutsaft XX or OXXO configuraama) 7 g. 71henM-Tru Flber-Classic end Smooth -Star local 6alese;e &wotlmWd&gud: Gaaea 12/3i M71 No Yea Y.e WA Composite Edge Fib"... Says Door Ian grOutri X configunibn) 8 h. Th.-IRu Fill ... lic.ind Srno.thSlw Ni 6&1 &quia mi ad&wrol: Glazed 1213111071 No YM Yae WA Cornpesae Edge Fbergeee single Door With Bd.Ke(N (lnawhgroutswing: XO. OX orOXO canngurobm.) 0 I. Thonla.Tru F1.10 edc and Smoch-Star Ileannal eaN3g.9 aqurtlmpadd quo: Ctla:o1 12A11 1 No Yes Yes WA Co nipme Edge Fbagess Douce Door will w wrmwt OWeldea (hswhgrOunnal XX gin 0i _11gurabaw) Oaa! caw.dr QualftyAnsdawall AnorovedtiUse AgwHilloyodforUse stayµ 2WOD jai outside Resistant CUEHa 12 I. Theme-Tru fberG.sie end Smooth -Slam Nanhs188N30;0 &gual;lmpaargi Glazed 121J1 I No Y. Yee WA Comperele Edge Fbari Double Door wb or wQ hart eldest.lhlewhpr0ugwhg XX or DXXO ..Mgura6a.) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pao. tot IM20t1 February 12, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a CategoryiSubcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 413/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tam ko 151b Felt Underlayment FL12328 NIA 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the Inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Businese & Professional Repletion Face 1 Or Building Codes and Standards lnnozl Product Approval Application Detail Gans Ill or Are AYt 090 jo sism AYE ,YIDS Varl saclaboot GNM Foalmla.ummea YaWdeaia Yeueiw >altmm FHCAndreal A -lied ilista R.M,lon 2020 Therms-Tru Corpomlm et&. J.2p.fsan Lyndon F. Sehmiw, P.G. Ryon J King, P E. 071222020 DWI2202D 0720020 10/132020 Apvrawd Craenmy: E.Mrlor Door (800) 043.708 PE-43409 (fits) 757-9555 Iarl3Cal.1ary: 9abglri Ealarbr Door Aseemdla. ej.spsred!Qthsrmibu.co Co pllacis Memm: Evsluetial Real Tan a m Florida Regtslelod Archkeet we Licensed Florida utaimaLaima Prormtm« E'Denser ItD.ti Proclul ModkL Merrill N Nanno $99Mi.D42MOCNI Quality Anurar" 1291 AotaglauguMt AOerolNd Il tryiNit gwtg for Use HVME e!]Q Rtsistwt Oman rrtllSate 1 a. Themra-Tru ROer-Classic and Smooffil Nominal 88R Sclud;krpeadquo: Opaque 12A12021 Yee Y04 Yale WA Compoelle Edee FIOwgise6 singe Dow (In"nolow"ing; X ochigunfioo) 2 KThir-.Tru Fiber-Cleaw-dSmodh•Snr Narenel Ouil 86qud;kroad8quoh Opaque 42/312021 Yee Yee Yee NIA, Composite Edge Flbwg n Singe Doal Sldellte(e) 11re ilholOU4wily: XO, OXw OXO configurational 3 c. Therma•Tru Fiber -Gestic and Smooth -Star Nmina108N30:88qud,krpaddquot Opaque 12/312021 Yea Yea Year WA Cmhpowta Eggs Flbenlen Double Door with a without Scalise (In"ngrOldnaing: XX or OXXD Config-Almal 4 d. Th.rrha-Tru Rbw•Clevelc and am.OVh ter Narine18"1 &gYd;krp.aldqud; Opaque 12/312021 Y. You Y. WA Caarpodt. Edge Flbergw. angla Door n Wl InyOulea llq: X callquratim) 5 e. Thelma-Tru FlOcr•ClMalc awl S noolh-Star Nchi 8as38;08qud:1inp.d8quul; Opaque 121312021 Yes Yoe Yes WA Cahil le Ease FlOargest Single Door sun Sdelte(n) tlnsaingMuteiiii XO, OF or OXO oanngural 6 fTherme-Tru Floer-Clsoic end amboth-oar Ner"al 86a39;O8Wd:krYxctBqud: Opaque 12/312021 Yes Yeo Yes WA Composite Edge Fiberglass Double Door with or wkeout Scott. on"rig/0uedng; XX w OXKO adnn&raldns) 7 g. Thanell FiberClMatc and anrldh-Star Nor"i 88N7g;66wd.kreaddquot 01al 12011 1 Yea Yale Yale WA Compost. Edge Fibergiess Single Door (hawingroutawllg; X cwhiguretlea) 6 h. Them1a•Tnu Rb4hCIe.N and Senoalh•&ar Nominal GUN:08gld:krpea6cl Glassed 12/312021 YM Ye4 Yee WA Con"ll Edge Rberghss Single Door with SCelte(u (ImwlhpiDulawl XO. OX or OXO configuration.l 0 I. Yherrrr4-Tru Fbar•Clale is and anoarh�f ter Nomind 86N30,8 &qud;krpaot&quil Glazed 12/312021 Yee Yew Yes WA Ca+pmlte Edge Fiberggl:e Double Dow with w wthar Speeders OnswhdOutseing: XX or OXXO configuration.) 10 I. Thann ru Fbw-CYawe and Smodh.Star Narrinal 881 AquatI reasdAi Cleared 120312021 Yes Yee Yes WA Carpotlle Edge Floerg see Dingle Door Onsi imolomwing: X conrgur gin) 11 k. Thern er-Tru Fleei-Clesalc and SmoOdr•Star Nominal B8N3lAAWa:Inpaa6qu0t GVMM 12012021 Yes Yee Yes WA ConlpGtlro Edge Flbwga. Shea Dow with ale -file i rlrawing/0, ire; XO. OX or OXO coltauraien« 12 1. Them• Flew-Clealc and SngM•Ster NLmnal a"39:08wd:nWct&quot: Glazed 1=12021 Yea Yes Yoe WA Cmhpotlle Edge Flb.0.11 Doubts Dow with or without Scl dnswingroulswing: XX w OXXO omflguratlanel 13 m. Therm►Tru Flber-Destic and Smooll NornIne16AXi Lqud:klyladaquot Opaque 12/312021 V. Ye. Yee WA Corporate Edge Flbergbsa 311 Door with &quaripwAnpeddqud; Wei nsiongroutawlnp: XO. OX or OXO cw%umdwa) 14 n. Thermal Fiber-Clevoc and 8mnollt_91ar NaNntl eaa39;6 aqud;antedsgrot Opaque 12/31/2021 Y. Yea Yae WA Campi Edge Flberabiss Doubts Dow m &quotNOn-ImlMdaquat Sdelkss 0nev4norOulslil OXXO conflgur8gonl 15 0. Thortnal Flb.nClei and emaotn-81er NaNntl 68N16ggd;Snpaa6eiutX: Opaque 12131Q021 Yes Y. Yale WA Canp.tlle Edge Flberght i Snga Dow with &qud:NorFlm"ctaqueT. S6Nee(N (kl V0nVWnewlug: XO.OX or OXO cwfill-fiwa) is p. Thenro•Tru Rbor.Cta/the ale sanooti NaNnw a6N3g,0 equpuerpa"i Opaque 12/312021 Y. Yes Yen WA Co. Edge Fiberglass Dallas Doti wmh 6qud;Non-Irn!ed6quat Sd«t. OnsadngrOutswing: OXXO conrlpursbce I 17 g. Th.mh►7ru Raer.CIN4c and &h.OM Star Moil 6&139A sir omtlon-Imp.daoJa; Opaque 12131202, Yes Yea No N/A '01 War Fig. Flberl singe Door (nDMngroutselill X ocn4guial is r. Tharme.n. Fbw-Cai and Stnooth-enr Neri 68r1i Sg et;Narielp.d&qud; Opaque 12/312021 Yee Yea No WA C.mpraelle Edge Fiberglass singe Door wth adelial llnlswingrbuts.no; XO. OXor OXO configures oils) 1D .. Thornhill Ftsr-CI.Wc and SM.0al sir Nanintl 41:20;8 aqud;NwS lmpac(Aq.IIX: Opaque 12/312021 Yea Yes No WA Ccerpodts Edge Flbwgi .s Double Dow wth or w8houl Sid«tee (In6wenyoulaWlna; XX a OXXO configurational 20 t Thamr-Tru Flow.Cl.sale and aniled'i Nol 6&N38:0 &qual:NoniInV.d8qud; Opaque 121312021 YM Yan No WA Calabar. Edge Fiti gesaa Sirl Door (hewingro ing; X conlguradon) 21 U. Then -Tr. RbanClseal-nd Bnadh-Set Nori 88".,08grd:Nan-Imp.cN quo; Opaque 12/512021 Y. Yee No WA Carpane Riga FlbwVM%singe Dow win Sld«tols) inewingrOuswing; XO. OX a OXO 22 v. Therm- Ftrer-Ganz and Smooch-S7ea can Felons) N not 8"U,,O &qud;Nan-Impsalqud; Opaque 1213112021 Yes yes No WA Composite Edge Fiberglass Double Door with or wth at Scelt. (lns*hWoulvaing; XX a OXXO w.IaguratloMl 23 w. Therm-Tru Fiber -Cowie and gmoobi gar Nail 98N30'a 8quet:11 -invo quo: Gland 12,312021 Yale Yea No WA Corroborate Edge Raerg a s Sing. Door (nsMng/O!rlawinp; X ovllpuotdn) 24 a. Thermo-Tru Ftw-GYas«c and SmoaRSw Non inat 64430.8 Se nd;Non- k&pro; ilos Glazed I W312021 Yale yes, No WA Compiled. Edge Flbags. angle Door w.h acwtw.) Unswlecutai p: X0. DX or OX0 canflguratlone) 25 y. Theffol u Ftur-Oasslo and 8.0011-8dtir Namin« 0610gsa;Flon-Impaaaqud: Glazed 1=11021 Yee Yes No WA Carritl a Edge Flbagssle Double Dow with a win Out 810.1tea Iln"hW011tall XX Or OXXO configurations) 26 2. Therm-hu Fber•Closslc and Smooth-8 r Nothing 68N3808qud:Non-Impact&Wit; Glazed 12R12021 Yes Yea No WA Con," a Edge Flherga. Sli Door (hs,ing/Outawirg; X echlour.6m) 27 Mrh.mal-Tru FtlenOaSwc and Smoollil Norrinal$"SP&grd;Non-InpaGapld: Gland 12131CO21 Yes year NO WA CdryWwro Edge Filler sSingle Door Will aeoak«e) IlnsalnyOu.Wrp:,XO. DXsir OXO em8gureli4nsl 28 sib. Thannel FbenCl.sere and Sm atom N.. 86a391.0 fiord;NgFlmpatt6qud: Clazeq 12/312021 Yea Yee No WA Cargosita Edge RbergNsv Double Dew with or wen qua 316Ntele IlnewingrWaill XX Or OXXD confgurwionsl Gma .Ile version tram i[II. RVA lam 2020 Theme-TruCwpenurt CMagay: Edeflw Dare 31a1CNegay: Swanelne EXted. Dw AesamM.. Consul.- MMhoO EvauMch Report tom a Rod& Registered Achdw a • Licensed Florida Pr.ressiond Engineer lugawlALtmitlift +feaR RmraB Meow.M.hha wrlarrme 1 a. Tnemm-TFu Fber-Cgrselt and S1hoDth-atom Gab may veneircen Illabbilbol Rerealon 2020 MI Wheal end Dose Category: Erd.. Door. Subcategory: Sldnp Edariw Dow Aaenbie. OefrpllMWo NNhotb awNotar R.W tan a Florida Regenred Architect a a Ll -.W Florida Rlinnoamalsaaura Prial-lontl Engine. 1 9ERIE9120 ALUMINUM 90D 2 3ei 420ALUMINUM SGD 3 SERIES 420ALUMINUM SGO REINFORCED 4 SERIES 420ALUMINUM Sri REINFORCED 5 SERIES 420ALUMINUM SOD REINFORCED Gaga Inaalar are ass goj%mm an Gana jyy version WnW.etura imamsBradstreet A Loonsf vMtaat.ar yy a1YlmRtea PaeAmrovr Aggggya4 alatl& rig ya"I"nMAMMUM ReNabn 2020 PGTlnduwlM Jana Acial kl Merrill 19COD - c8P MllmFDede SCCO• VAL 11MIll 100=20 11242020 Appit"d RWsW 2020 were-D.kon, a OMyon of Overhand Door Calaawy; I.W. 0-4 19 1)486-01 DO (real 315.22N Corporation 91bc.149ary: Milli Eewor Door A4swir le. Iruow.MepgUnduaMan.a Calagal E.terlor Door, Coneellahes Maroc; Conlloston Mom or uoung ern ShbCorell Secpenal axial Dow Asswbllae coarlipliamino m: v.luaiah Report ram a LUMLIXUUNM Flaide Regiehled Architect sir a Licensed Florid& Amreved far Uss Amrai ed for Um tlaaaGl aWm Prd817s1a1« Engines jag atubtamon =70 RGA&LgkSKWgw Cmrar.imra Ql In HVNZ 2MUWLML I Simi EM Mira I) (Lays Mswle Impel) Vnvl Siding Glee Door 04N42021 Yea Yea Y. N/A Rmun ModMmba w Nome s 6000/a1oa62oDP11osal. 10 400041002200 01123 Florida Department of Business & Professional Regulation Building Codes arid Standards Product Approval Application Detail P.D.1 d2 IWMI iODtYD[ all Site [We.Caodoa am Qggayyy Endrv.aLkal.r,m( Yeigalfa Submitted FIIC Approval AYathreard alb Sow ble0eroan Lyndon F. SenMa. P.E. Ry.n J. King, RE 1OM Y202D 07112l'i 07/302020 1011Y2020 APPrawd (800)843.7628 PE-434DO (8131767-6555 s)a6pw.Or1@thamatry co m OWIV, AMura Aaeaowdfwuaa huland&Lmm law Diego Product Deecorman C4Nred Evtllntlw Data Iafir il? Duls�i Rub= PMMJEL Nonlethal 6801diquct Non-Innpact6quot Opaque IZ.312021 NO Yes No NIA octa lte Edge Fiberglass iklgee Door 0newnoroulsol X camgurahan) Foods Department of Business & Professlonal Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 2 lisad41 gal bLa are Acts 2OLba" am ifiJ> Endm.aLNana. VidaWN yjN" alb FSC A-,,,i &2M)W a" Seta Slinger LUI2 Robi Lana Stew, M. Larch. PE IO10a2020 IOIOWD20 10M W2020 12M 5=20 Approved (717)365-3300 PE-62614 (717)317.8454 D31tlnPFIeMWd.com agamL.gksgu 0D SERIES 420 ALUMINUM $00 OXO Central siorki lonara 1201/2024 Ag.reawd /a us. Amrowed D1.19Q1i aNrYtle.�li No fa INS Van Iowa ReYtant No 22" Ptetall. N/A 1453/46q..IAW quo: NON -REINFORCED SERIES 42OALUMINUM8000X XO,XX 12/1 No YM No WA 9sdqud;.a08qud; NO -REINFORCED SERIES 420 ALUMINUM "Go REINFORCED OW 12012024 No Yee No N/A 14113/4&qud,dMBqud; SERIES 420 ALU MINUM SOD REINFORCED OX 12(112024 No Yes NO Ni XO. XXa66g micole sod; SERIES 420 ALUMINUM SOD REINFORCED X)(X 121312024 No Yea No WA 143&gYd:.D6Aqud: Florida Department of Sualrless & Professional Regulation Pao. i di Building Codes and Standards Ig 2d11 Product Approval Application DOW IiOtlOt.at ➢eta era Bass .EmOoo ate tdOtar imbw allatrbt VMMMed ay YYltlelf! atitmilm FRG�val Rarniv d aWir U..r. Konen John E. acal.F J.1i P. Amason. P.E. lW211020 092VA20 10292020 12(62020 Aporawd (330) 703.6121 PE-51737 (901) $21.52% dkom lsh®wo yns-d.ltm.c am 9URMLAtEIKAM Aga AwrAvaLOWU kama aWm Predict Ig(ea Callract E)mlNrtOrrDa o In KVMZ outside MVKL Pressure. 201 Mari wldh. 14WIS: i height. paring 12r312023 No Yee Yea .31 Will 00 &.liable in had of Intorros a 4'1 iSSM. Mu wldph, 144alsi VAX 'agent , Olaane 12131,2023 No Yes Yss .39.00"150 air61leble In top or Inbmrodlae section .6-0 N N s U) _ O U L d C O O cu 'a 0 all .O N =O 20 !Z 3 O U_ CU i/i Qi E L O 2 � -0 '0 Q Z Z W J ealialleaa CIDCIO O C5_ CD O L W CC i..i..i O L ca Li c Q W �n ' Z Z a J a SHEET NO. PA 1,0. e Fioride Depadment of Business & Professional Regulation Building Codes and Standard Product Approval Application Detail Pass I aI U37.92+ 2m angry a are Loot Dist Portugal: Loot lase Ygmd swumam ca(tia t0dhoweLilfaWl xtimmk go" j10mtiffi E&C.AwroW Asset soft RM.lan 2020 Cumea EAYleon of AADG. Inc. Tan ROW UL LLC Troy Serat. P.E, 12no12020 12AO12020 1221/2070 Approved CDfegW. Exterior Doors 1041) 404-2513 (954) 947A480 "C81eYglyn. EK(Mor Door Componentst0lr,dw4om.blw.co Complionto Mothock Orl6estion ken rLaanp an EIl17tBigLt3tdYr< 2umb-Atel1um Amtmadfar we A■ wvdfa U, maw offim jet f ASK 2WOOLIM leered P,-, 1 607. 707, fir. Toy. 751, M. and a47 Single sad Pest d Flush, Glared, and Louversel single and pain d 17r312E25 Yes Yes Yes WA Doors heads, meal doss. Florida Department of Business & Profeesional Regulation Building Codes and Standards Product Approval Application Detail heel a2 I11d2021 ^�A W L _ Co Florida Department of Business & Professional Regulation pegs i a2 Florida Department of Business & Profossional Regulation P.2s 1 al Florida Department of Business & Professional Regulation pass I of I J_- V Building Codes and Standards 1012021 Sullding Codas and Standards 17. =1 Building Codes and Standards nVI021 0 L Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Q. 0- 0 C � 10 fi901 J'�.sd am are arePAnam 20 gdti Anki, or ,G.s LMti tirePAaOm LMa aetrs CNttS 20 isle ■If�m Lad � W 1Mat Yawn ltJ]smitax 6aaler jt,ittirlLusu SrsIIWdOc ifmYMtie jWareg FeCAararr AaotelW IttihM TIM 7ionsom Majawwadl[ cadet[ ammoLLlletne YNWlttg& Ydwdm 011to" PICAdbn jaa ])rsVei itOmdFaCAROM ati,aiM V •F-+ v/ =P RoMelon 2D20 MI Window and Deals grant SItl)naer American A.hiadWral 81ovn M. Urkh. PE 11/172020 11n72020 ll27/2020 Ayprored Alteration ZD20 PGTlndustHas Jane Roeoareld M.40.d. 9CCO-CER Moral -Dole ISCCO -VAL 71t052020 11105t2020 11n V2020 ApprO.ed RMsicn 2020 MI Y(Indoles and Doors Oren slins r Amatican Arotwurw SomaM U1ch, PE 1WI2020 10106202E lamw020 Appruvad � � `�.P .aU Crogaryr W3ndawa 1717)3W3WO MsnufaCMls. Acted&. (717)31?-8454 bskangramlwd.oem Category: Winclowe (941)48"100 (780)31&2500 Cereeary: Wndows (71713953300 ManufactUrM Association (?1T)31?-5454 bsldhgeriliallod lam 7! U pact aubCM4gory: Stages Hung CwWll�Mobod: Crtitcdon Mark or Listing autiCNsgarr• Santa Hung Method: Congestion Loan poravoMitpondusdleao om "CatoG•nin Htdrotst alder Compegnese Madlod: Certification M.M a LWe1g GusiW Atarrtm Conplla"s or Using O O /g Al � L � L �L/ ou Radun Maer. NU Mr a win IDS ProductOidtlOtldn � IGbinfut OadY 16a 52x72 FINFlrtge Fra1ae IC13G Single HMO I0a2 10023 No Yoe BeMeleld Pmmm No -"-Go Gudg(,Aosu((pple Am-dfr Uu mre And fa um Impact gift 0 C C O 3: 2 SH Lerrinted Glesa us" I, HUNT! OuWtla Mimi Rioted muum Egg Product Yods1. Naar Or Name Product„thensudodown C*msd l mlrrlm Ore In.MiMZ Oudrde11)mZ Rodaim t Prommuni. jags fmdmammmLnwwwzjsm sguamu otrmaain _ 7 SNP (Lens. MNee. Mpad) Vinyl Mngl. Hog NIIWa+ 07130202E YH Vna Yes, WA 1 Ha 16e Fln ndfl.ng► Fwrro 73a021n.W.d C4@m OV162024 NO Yes, No s55J-55CU CIO O O .� E & Cl- CU .0co Q Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i d 1 15=1 990 Qaltr w get Ale OrlGOrm Lett am gas 2"hadm 292 loam XEMM mamci m I:arsir loglouLLLN= Y11MMd.it Yltalld MOM FW Amrevai aagm m ALM I= Version alliwx cachet � a ucea.o Validated as VrlfYtd himmlMrd PAC Aww al mediated jw& RMsicn 2020 MI Window and Doors &.4 Shlm . Amna. ArnRldenl Steen M udn. Pa 11221202E 1122202E I'laa12020 Apprrad Alert IN 2020 PGTInduWin Jan. R...w Y.n&O.da aCCO - CER Moral -bode SCCO- VAL 11R52020 11,051202E IIA I A20 Agreed Category. Windows (7I 7)39333DO M.nuedurrs Asscclsdon (7M3/72454 Ceugry: YWndowe (941)48"IOD (786)315.25M Subcategory: Flood baldhg.ramlMd.aartl sitcatogery: Fired IroeanYQpgdndusaleac C4rplirna Msth.d Csrtlaatin wd rUstin9 Caanpllsou s Method: CMlnadon Man or Unting an jlalt $oMKLL1scmtMD a Aamrevad fa Wes lal1YFR 4W■e fell gym( gg jualto mswm fmj Red e1 Yad.L War r r Nam. :. OusiW M.rrwA Amutwdfa tau Apamedf,U, IutllQli OutsidetAn Ili iiNial saw" E� 1 Is$ FIN 73 s 72 In.U.ad tiles. 04/=023 Me Y. No s90/40 5 PW3320 (Longs MNNM Import) vinyl Fixed Wndow 04ran025 Yes Yes Yes NIA Florida Department of Business & Professional Regulation papt I at Building Codes and Standards Iluml Product Approval Application Detail fd0e totWL9t get am 2ML2wdm arc L= version iduadm tim Contact gad"lsALJaa"e YARatdh tddgd ttJMWW PSCAmmvi A,,-,i lion. ReNoion 2020 MI VAhdawo.nd Coen SentIMapor Lois R Lena+, M 8laven Y, Urich, PE 10081202E 10r0anom 10711Nl020 121152020 Approved Classier Wind- (717) 366.3300 PE-82514 (717) 311-61l4 subtutogary: we.. boditpemar mrd.aao COMIND" MsMoa E"LISUM Report tom a Floods Rprind-d Architect or. Licensed Florida Professional Engineer f1RTatail5 gMdSAUWAM AUKOMUE.UU am[andaLum bag ➢Wan a" $AOMtLti>MIMmn 90*99 RRINm,Alt InNVHZ mhwa.WAU Rubio Pre-as 2 57s4 Vertical Numnum Mullon 1201/2024 No Yes Yes WA Florida Department of Business & Profeaslonal Regulation Pagel dI Building Codes and Standards 142m1 Product Approval Application Detail ram few T= Yealan WaulatLn5 faonr bokexLUpaau YWMMdAV YJm9w Sftftg PACAODMto Abor¢Y!4 am Allertlalao 21120 PGTInOrsnea Joins Rouwdd MIsm40ade 9CC0-CIA MsmA.de SCCO-VAL IIM2020 11A)VA20 11I71/2020 ApprlAed Crigry: YNndow (941) 4WO100 (740) 313.2%0 9ubcate9ar. Nana. IrosrwsklQoWndusmeac Carpho m i Mathoo: Consomme. Mon ar letlng an . Aaray.d for than AWULVI toruu Mi" gWda lldlProduct Model. Numbw me buida Product Ower[nW corer pilulen rats t11IN112 Outside HVNZ 1110"a t prossure 1 Malone tgrAll Doan and Window Aluminum Mulae 05262020 Yes Yoe Yon WA ShcsM Florida Department of Business & Professional Regulation Bullring Codes and Standards Product Approval Application Detail IlgitYS[ go All de$ Prld" alit pose / at a2ot+ Salt Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EMKI M Qre A7! nero Ptodw a" Page l at avmz+ data Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail MON of Ala au iWa ►utim Pop 1 as +sm2l got Florida Department at Business & Professional Regulation Building Codes and Standardsi Product Approval Application Detail Page d a+ fetta Inflew a Att art no halloo an emu Version fa0o4rd jgroeriLiraatie oDrdMedjlt lwwm jtimrsd FSQA■m1Ml alamm tam& miag Yerslon le0ghmlrs[ Otgtrd EagllttiMALMes¢ )letatledeet YllWd llAmf lad RBCAOUM hgmlad rti11LL B11e Version Manu%ehnr Sg(yg9( AnishinraUoruf yob( VaUdged ttbmiko PIRCAlarmn AbwwAd 111111 ! ilm DAMAN EK.AMMat Aanntd Akan MW.lan 2020 Jamss Hr110 91111011110 Prakwa IAC. Child Orefcaa V. And" Ten John Southold. P.E. OV0511021 12n42020 0I)MO21 time FEC Appn RMCM 2920 AleMti Nick Thompson Lyndon F, Schmidt. P.E. Ryan J. King. P.E 1(12u=z 104262710 1l)o7Ra20 12115=20 nppraad RMSen 2020 OAF Mien set Soon Ransil teomlllen John W. KnwaVch. PE 09292020 0601=20 101022020 12n612020 AW*Md FreMaNn 2020 TAMKO auldine Products LLC Kenn Eden Reload Ntsminn Jahn W. Kn.zoAch. PE 1004202E MSn02D 10112202E 12nS1020 Apaovad CMogow Penal Wells 1902) 5404358 pse1Se2 (352) 387.2526 CMogay: Penn Wills (330) 922-2389 PE,4340s (a13) 7e?.w55 CaN9or Raeeng Moo) 766.3411 P5-00186 (954) 772.0224 Quagay: Rooa)9 (417) 924.8644 P530106 insist 7724e224 "CMegoty. adn0 Ch.ddWtk* lamaahW* PACU#Mrs: son$ nmorapsontiewdo.am SUIsCaaeor Aepnek Shslptss m.Iklh@SW... su0Cal"Or. urimaynwns ism ednatemko.mn Compliance NkMoct Evelustra Report from a CernplNnn McMoR Eeluaga Report tome Cempu.nce Method: EvduNia Report fran a CarplMnN tMhOC Etieluetion Ragan from a Raids Registered Archon or 0 Uwftd Florida Florida Reresland Argonaut ara U-sed Flaky Floods Roglsland Architect a a Ucenood Flood. Fladda RpNend ArChftM r6 Uaelood Florida Prohnionr Engktsr PlelenkmN Engineer prdesraal Farina Professional materials C"rfvAma Anrondtr Use A=O"d for Use Imdticl Dodge Quality A_surares tmr Aouyoll"Du AMond for Use clash DOIM #,Let aeM9ri4! Approved for(Ne ApgrAvod for Use Maw 2itin gle(ty,Matg� AcerAnefr Uea Amo"dfwUB6 Nodded, Deft Product ModY.Nn6r lJfdj rYvdo hatl{ML O rr� In.mva ,ouhi tKM flageleot Platinum jtal Product Modr.NumnrrRomo ProductDOMIndoD In KVMz 4alWe HVMZ j}■ldt Pressure ilea produdDomtlrlon Caterer ®mlrrlW Ors In HVHZ aJW10b HVHZ mtim0. it" Proud Now, Hmba or lame Product bitsedrefillD i In HVHL out"HVHZ ReWted t4issuns i Comp.ok Lop Sidling lbsr-cement lap siding I2/112023 Y. Yes NIA NIA 1 e. 8cud274quok SaN Val or Sad M*8.1o1 12312021 No Yes No WA i CAP AtphOt Floor Shingles Flbergisss nllMr"d 34au, lamnNe4 lab and 12AG=2 hid Yes NfA WA 1 TAMKO Roe UndedaWrwnts(HVHZ) Rod undedaymnl/ for use In F SC HVI42 10/182021 Vet No NIA WA 2 Hvd.Pank Lap along tbgr gmPnt lop sk0n2 12012023 Yes Yes NIA WA 2 It 6Rudlelen" T48uuot: So9N Van a Sold Vinyl Odnt 12212621 No You No WA hiparldpa 0.0.3 hlegka IMisdaiane. 2 TAMKO Rod Undarlaymente(NO1,144%a) RoaFundedeymnts(a use in FBC non44V1R 10na2021 No Yes NA WA Insadta.. Florida Department of Business & Professional Regulation Pw l di Florida Daparenera of Business & Professional Regulation papa i dl Florida Department of Business & Professional Regulation Footfall Florida Department of Business & Professional Regulation papa i a3 Building Codes and Standards 10=1 Building Codes and Standards IA=l BLtldlnp Codes and Standards 1n2E21 Building Codes and Standards 10rm21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application DOW SasLL 2111e Yadaa M mma= jorsys 200 Fna".vA�-_. vrdreetr Re a7■rW slot jtjmttd artGn4m f9GAsarslMl at asgmm Sun QfW Matt Version ErAft u"M. YrlmldthL Loot art UQJN rm YMlddd A1mW9 PSCAmrmr are ADMV@d an& fad: lmm UAW SULeam &a, 0,r an no Ode IRm ffno kilow 242%W Lwdw2mmL no Aama1w 2" face llrat Vmim Modsmu= jlftlN r radio loahet&IIBmn Vgkmd der me MA YJglhiltd hiduldid 29LMDAM PSCA-,MI Loot dammed ILMA Blows 202E L,V. Thatllpood. Ina Wes Thompson Architecture MdWs Compny(TAMC0) Catogery: Rooting 0u6Cous ory: RonMg Aconsonos Met we an Integrol Part ath. timing System alcaMrhoQ Evaluation Remain tom a nWdaRateelerodAMm.areUenuenarks Tony Christman Zachary R. Pr" growth N Urtch, PE (6131248.3456 PE-74021 (717)3+7-5434 lonylemporcelstoelagaom 0e711'r1m owd2020 00=020 IZMS020 APpraed RMsan ZD20 Flood* M.W Ptoduea Inc. Celapron RoolnO autiCaleoury: Rootng ACM%Wn that era W Integral Part *time Roolnit eyes. CWpllera Method; Evaluation Repot it= a Floods Registered Architect or a Licensed Floods Professional Engineer Clem Jon.. Jemmm L. 9udnr, P.FA 3t- M. Urich, PE (904)7a3.8400 CBUCK EntmetrinD (717)31780.91 olonanamoo.am PS-31212 DD272020 Oe252020 10IM020 12ROM20 Appraued Revision 202E Lrrrrree Calgary: Routine 41.0- rReWng Aae4..ale.tnut rs an Integral Pan ofthe Radom p System omwilat"Mdhod: Evaluation been tam a FIaWa Registered Architect or a Lkensod Florida PrdceslonY FJignar Kornai JNay Jerome L Budorer, P.E. Skean M. Urea. PC (5g1f"s-6163 PE-31242 (717)317.6454 MNay@Iornonco.Can I war" 1123f2020 IllMD20 drug FBC Appn RMslon 2D20 .. finactugit Baal Recent; CWgoy: mooing eu6Cara9cryl Adding Tiles Compilarree Memo: Ewlurla Report 8om a Product Evelum oa Ph*CWVII And~ Raeln IAPNO Undalm Euvwsa Ory W. WNkw (801)380.6081 Somou I.I.C. (205)854.0160 RadnMtl4roonanae,do no - 11.032D20 110=20 11/1)UM20 APOrovae Prof"Wrol Siginer .. _ Quality As� AorevM far Uri Aftiolaaterum, ImM GW.i twelthaLeadukAmrevM fr Use Awravaf .u" _ ko= 2LM 911aUCa01[eaS! - pmowntr Uu Aorand for Use eadld gWm jeaj 1s Prcdael Y,adaL Murmra Name Seamy -SMKs. ate, Counts Simla. Spit Old English ggteyp�ggsgpgpg fgrtendrjosim➢It, Flat Plants • Domes. CO 1V312020 eLj)mi gAddklami No Yes Bldg" NA m&= NIA jtiaj I 2 3 TAMCO Flat Top 01sAIMo Vent rah BaMe lo, Tea TAMCO G*ann.ok Van TAMCOOIFRIdp9ROd Vntwlim Both OL,dftv Assurance 9mm O 28 w. lane reefva"lata Nat onto 09r0B20M 26 ga. Oa09207B 200o.MetrCnoofVOMWaOrWMIDI9reted WRY o8mm$ AgOrOwdforWes IaY. Yes No Y" Apmfvwd ihl{ti for Use Y lgmi Yu Yes Yes teems 1le1 IA NM NA NIA alllan mtiW4 WA w01.328 WA aw 3 aaamLymm 3- FLAMCO LLeuaLRV 10 Rings Voraoud; ammismawam fad[aM.Em¢rlmData Adumloum Pitts Versa for planed rood faW"latl 12131MM4 mom O.OM-aumhtlm III= cooked, Militia No Yes &Iwo ate miMlDt WA j1aJt 1 O.ok-Ai n DA / a TR4Buin Mck•Arr DA 1 Polypropylene Plastic, Roll Vert 12110=5 Loon Rase; P McMY11"yMOChWaPbwood Dell. t m19mZ outside nmi No Yee Agnreat w ILW■ •97.SP97.5 17 16 19 220 Thelon damp;loapod Suany MG - aaNs. S1eke hemp: SAK snake SeSell amy TMNO - SYte,.Seas Strip: aflK 9nab saxWyyy 7770E-8Wae. SIMa Ramp;Sgn Snake TSoyrsmpenm /SoaikrenIon. tap. BplN 6hake FYI Profile - Stockton CA 12131=0 FIN Profits - RIatO. C, 121312020 p4miFiat PPrr�og6ts-&ocktnGgCA t12I31220p�2G0 Huh PrWls RKaty. 1YN1iO No No No Me No Yes Yeti Yoe Y.: N/A NIA NN/A NA WA WA NJA LA 4 TAMCO Round Top Off -Ridge Vent MM Babe for Tile 26 D6 auto roofYWOYtor with botte OM2M Yes Yes NM NM 2e NIY Low Rd60 • Katy. TX I W31*020 No Yes NIA N/A Florida Department of Buslrwss & Professional Regulation Page I if Florida Department of Business & Professional Regulation Rage 1 tit Fondle Departinsnt of Business & Professional Regulatlon Pop I dI Florida Departmsrlt of Business & Professional R4gulatlon pass I al Building Codes and Standards fatal Building Codes and Standards 117/7m1 Building Codes and Standarde 1n)2m1 Building Codas and Standards 1,7=1 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail lapa GM Yetaan di0lmDlgpL Eatlelx faniC Ldnex.AlIDpL1a 1rsl�tl-jll. are YetaMW are lutmtgd ae4.m im R6CAmronl 20 Jardad limn gad >Ym YersMg MYofdererst buy or nareer jtldlorL4Liteme YiiWd.c aloe no owePgdm YNdrd !dosed EHSbag®gl aloe aa�)ml Urfa Este 11rta Ylalal ss+1 adeeturr sMILLS[ s10LOG �uLiUam! 1a1 Mated-M anti am Dab PaBOo s Yrltldd ±tomut4 RaC Aaetr11n1 lt■ aaaCaylT lLma I:edl 1is Varian leOldaGaax &,M or fesiaDl �hes3L�e V dMred M are am Ya11dMd iWmlitd LMLao m P3ScawrsLal an aQSalad itltimti. Revsktn aALwnmLaa01W 2020 Ohba) Protection Products LLC. cat•Pcr tatutrare 3L4 CemgOr arm Penh. Consulates Method: Evaluation Ronda gam a Floods ReghteredArnlYd or a Ucmwd Floods Pfolanlonr Engine& tam Robinson Wansr A. Tea Jr., PE. John W. Knom"Ist, PE (854)869-7645 PE-44167 (964)772-6224 tlmlaKneonallPWM,COm DWOSM20 0SO&M20 101012020 12/1UM20 AMoia d R.A.W 2020 naLIALILMOOM All AMOM Shunts end Of&" Wsgow. shutters avbCYswir. 9rehn Pan Ns ComplNham Method: automation Report tan s Florida R.V.M,.dArandsd or a Licensed Flarids Professional Entenser Mike laramn Frank L, Bernardo, RE True Sishem. P.E, (501)712.0862 PE-0048540 (04)947-MOO .ia".11mmsii"naltdte foarn 1012af2020 10115202E 11N51020 12/15=20 Appr"d ReWsion 202E Puts stifftawar A64M Category: 8d+rtral Competence DJrCN.gom. Trove Plrr CarWiarrs Moarod: EvsiuNlon Report lane Product EwLMwn Entry Stuart Lewis IOC Evaluation swots, LLC Wipirn M. Renlari, PE (321)1103377 (407)SM4917 mawl.eslpM9w.mom 10731202E I0222020 11IM020 11MV2020 - Approved RvNsgn 2020 Commercial Canals Producleft Category. ahudrN Components SLOCaMpir. Products Irrodreed as. Pima of Now Tedlnology, Cemplisrwa M4thm: EVNustin Report Rom a F10446 ReplaaadA.halata a U"nsed Flood* Prolessional Endow Robert 011ie Manual A. Greenberg John Hoy (413)0%3707 PE-34245 (362)688.5311 pfecaMgeJorayalioo eom 12MOM20 12n6202o 12292020 cing FSC Appa Aa➢[>Bmodfxilal ko= amm jgyg Ammnvad for tau RD= 20= papa Rodtml YodM MrMr &won 4WtlLaail�Gl g rL4aart Accruing far Less AARWMalatLit In HVHZ outside t■en &tlrsliM 2EM ire, lmA 1 Pratitd YOdsi. Nxtr er lYma 20 Gage Genn4ted Slav Nam PonaaMVHZ CrruonYa Geh need ate. Nara Panel M,41"d 12171Rg21 or rid try beaks to Ponds hurl"" prdmoun. In HYHZ Yes ouladdtmillu Yes Bldg & Yn mmla WA teal 1 249. GsinNsu Star Maim Panel. $a{ad.tlti6(■taa gt■fffiI.tEfO[Ylm20 2499 GWwntamd east Nam Pants 12M 2021 1, HVIL! Outside KVIIZ Yes Ves Ram= Yes EMU= WA 1 2 3 nW BCO/Apn Higher abandon lH lamp:8) 17,110 8CGOuplrle Flange Plate ITW OCGIAOnm TM" Metal C liviutor piece 12A12024 Meal Connector plate 121`31M024 M.Ml Connector Fete I W31,2024 Yes Yes Yes Yes Yes Yes NIA NA NIA WA NIA NIA jeer! 1 OURRY Process or com ordr Conoress Proon al gailltt.aetit[eg■ EmdlMtauKrldlm Ggrs[aM.IDctrie4IIare Proca.l and Prestressed Ccacrrt Untets 05120=24 aaamredlr arse Addicted IatlimZ Outside 140 for Use NVHZ Y46 mart Remago NA A■a WA 2 24 Gage Galvanized shut Nor. PanNaMHVHZ CWugst.d Oslunaed Baal seta Panels rdolrrd 12131/2021 No Yes Yes WA 4 n-sV SCODwal, We- metal Ca.iater Plate I V312024 Yes Yes NIA NIA w not byhecks to provide hudkono projection, Florida Department of Business & Professional Regulation Papal tit Florida Department of Business & Professional Regulation Pettit dI Florida Deportment of Business & Professional Regulation Pop I tit Building Codes and Standards 1,74421 Building Codes and Standards 1nrA21 Building Codes and Standards 1nrm21 Product Approval Application Detail Product approval Application Deb11 Product Approval Application Detail Sdde ! are an am Pending No mm Version rmttactuali farser jaMautALlTaou IMlrelm.jr. WAOMW jfemad FBCAWrvN mumlm it" S 4■ ldty r an Ale am PgN11w ass Mmr 1(2oldn ■DlmiWi! fanttir B�fr111T�4e vsiMNeasir YAWON t$maded PACAmmM1 AeW&,W ljtiLda fade ldlGtdl 2" rats 2Y.2tiorm ika Male Vwdo GtaNdl6YursL Called leurkwor .ILLJs Vamddwow VAtdrei submitted feCAmprovr agriaved Bmr R"alon 2020 Mrrok Ire CregW. structural Composite **Ctogoir: Truss Rates CanP(lolia loomed: LVeuotlm Repnfrom 8 Product Evduonan Entity Erin Waldo ICC Gvsusuon Service, LLC ICC Gvalue1w SenA", rest)09o-ms LLC, awNdnQmi.am (205) SIX-99E0 I0022020 OVS01=20 10M 1/2020 Approved RMslen 2020 I PLAlti27•all Weyerhaeuser Cato": SndMM Components aubCroetlry: Btalesred LURbof Compliance Method: Evaluation Report from Product Evaluation Early traaraa Rcp 8sitlwin ICC Evaluation S&Wae, LLC Ian Letter. P.E. t253)024-6479 (000)83932sa RAbert.EWI MnawsyrM e1»ls.aat '. tan 31202a Applied Fa Randolph 2020 flagellants ft CAST-CRETE Usk LLC cat"Mr. Structural ConpWann sulsCregory: Produce. Introduced sea R... Nor Now redtnrogy COmpllano, Method: Canla.Uan Mad a Us ad Crelgpansur Mlaml-Dad.8000 - CER Mimml-Dade SCOO - VAL t813)821-4841 (764)s1S-2590 eps".lito.Nraa,cam 1120/W20 1 WJ72020 I127=29 Approved ' Aarovad fa Uto Aeolatled for Lin b= Rtdm AMDMM taME kgpar 200 Atelfmd.alo<idet a■I�m lmpadr aWm INA ibm■ SadmMjerlrlOMao t NVHZ 2dgdLW= Eggs" PJoss-at AMA In M EL Outside HWZ Rtaimm E(murs tad! Product Moded. Number or Namm!b&iAKf!■9D contract ti6mkYlW Dag IIII(IM Outside ttYnt &stela Ffnan 1 2 11158148 MI IS is Oa super huh strength true$ connector plot Os/ rml 78 01 trusts cnnedor pate 05/302021 Yes Yes Yes Yee NIA NIA WA WA I 2 Mcrolan LVL Pena. PSL Laminated Versa Lumber OV312021 Panels[ Shand Lunbv 03/312o2o tale Yee No Yes NIA HA WA WA 1 Hall awangM Concede LhtNs 4, 0, 6. and 12Inch Weds NNNs 05MM22 Yes Yes WA WA 3 vnims 1s 0e. I lgh strength hunconneda plate 00/302021 Yes Yes NIA NM 3 TlmbrSoend LSL Lartvnted strand Lumber 03/312021 No You NIA WA 4 M120 20 90L trust connector flute 00/30fi'021 Yn Yee NIA WA 4 TJ Alm Board Structural Composite Limner or Oriented annd 03/312021 tab Yes NIA WA 5 MT20HS 20 9a Mph sbwgm nu connedor pate 00/302021 Yes Yee NA WA 5 Wirwhil err men B"ad board Film 0"10 Oriented Nmnd Board Rsn Board 051512m1 No Yes NIA WA U) ■ eeeeeeeee■ CIO (D O CIO U) O W errs CV O L- CU Came U O V �- ICU U m W z Z Q J a SHEET N0. PA 1.1 �IO�WI�il,ll L u I, i IL:JIsi .L„ J� N L CA U O� N Q ry� Simpson Strong -Tie Tie 2020 FBC Approved Products For direct knks to all SST as kited below, CLICK HERE updated 12rsorao20 Simpson Stroh Tie 2020 FBC Approved Products For direct Inks feel 88T approvels Milled MIeN; CLICK HERE Updated 12rao/xo20 Simpson son Strong -Tie 2020 FBC Approved Products P M For Bradt Inks to all SST approvals lsted below, CLICK HER Er Updated,al3012020 Simpson Stroh Tie 2020 FBC Approved Products For direct Inks to awl SST apptWale Ided. below, CLICK HERE. upwtedlafiQ202o = C O -0 2 a HEKF ♦ V - For additional Information regarding Fldnde's Statewide Produa Approval System and MaM#do County Nodosaf Acoeptaaee (NOA), CLICK HERZ For additional IMdrmepon r"Ir g Flanders Statewide Product Approval System end Mor"4)ade County Nafto or Aorxptaace(NRaR 0A), CLQ H For additional Information regarding Fonrk's &aeewlde Product Approval System and Mamr4Xda County No** of Acceptance INCA), CLICK nr4g For additional information t"ardtig Florida's Statewide Product Approval System end Mam-0ade County Ncdoe or Acceptmce (NCA), CLICK FL#2368-R7 FL410448-11E FUM 0466-R5 11 HUS, HUSC sense hangers Face -mount hangers available In widths ranging from 1.516" to 3 (a U Fn 9110" and heights ranging from 4.6/18" to I I" Concealed flange (D � O goo. PM roductodelr ProductDoscAption AMA Product Model, Num bar SE Name ProductbascAcdian AnX Produce Modal.Nurnharor.Name ProduetDescAotion version 04USC)avaihtblefor mod* having voidthaquallbor 1 ,NurnboorName Titan Stainless Steel Concrete 8 Masonry Screw (TTNSS) 1/4" diameter Titan Stainless steel masonry screw 1 A21, A23, A33, AS4. A35, A44 Angles 1 BT, tBTB, BTH Brick Ties greater then 3-9/16" c 0 2 APA21, APA4, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CW14, CMSTCI B Coiled Straps 12 IUS seriewhangers Face -mount hangers avallable, in widths ranging from 1.7/8" to 3- Q 3 3 APB44, APB44R, APVB88, APB68R, APB88, APB88R, AP51010, APB101OR, APV844, Outdoor Accents Peet Besse 3 C514, C$16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9.114" to 18 = O LL _ APVW4R, APVBM, APVB68R, APVBSS, APVB88R, APVB1010, APVB101OR 4 CSHP18, CSHP20 Coiled Sttaps 13 LGU3.25-SDS, LQU3,83-'SOS, LGUS 23-SOS Face -mount hangers ICU O = ` _ II 4 APDJT2-4. APDJT2R-4, APDJT2-8, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties 5 CTS218 Compoessibrhfrenslon Strap lit LU24, LU28, LU28, LU210 Face -mount hangars O AMAproductMoWl.NumbarorNama Pmdugamsdptlon APVDJT2R-8 6 DSP,SSP,TSP Stud to plate to 15 LUC28Z,LUC2102 Face -mount hangers "_ 1 SD'10112DBB Outdoor Aocerns Connector Screw 6 APHHAS, APHH48R, APHH610. APHHel OR Outdoor Accents Heavy Hanger 7 HI, HiOA, H2,5A, H8, He, H7Z, H16, Hi6S, H113 2, HIS-25 HurrloaneTies 18 WS aeries hangers Face -mount hangers available in widths ranging from 14018" to 4 N L Q 2 SD9112,-SD9212, SDI0112, S010212 Strang-DrivsSO Connector Screw 8 AP-4, APL8, APT4, APTS, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HOT-3, 4OT-4 Heavy GiivderTiedown 518" and heights ranging from 3" to 10.1511V' (n O Q a SD91I= SDO212SS Strong-DfOeSD Connector SS Screw 7 APLH24,.APLH24R, APL H26, APLH28R, APLH210, APLH21 OR Outdoor Attisnts Light Hangers 9 HS24 HurrIcaneTis 17 MGU&V:S-WS, MGU5,25-SDS, MGU5,50-SD4 MGU6.e2-6DS, MGUIrX0-t3DS Faoa-mount hangers � (U � � ��/-1a Q 4 SDCF22434, SDCF2251Z SDCF22614, SDCF22700. SDCF22858. SDCF221014 S1rmg,Drive SCCP Tlmbsr.CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HS62-SDS1 5, HSS2-2-SDS3. HSS2.3SDS3 HSS4-SDS3 Heavy Stud Shoe I8 MU "Ass hangers Face -mourn hangers avaµabb in widths ranging from 1.9118" to 5- .n . � J 8DCF221134, SOCF221334, SDCF271958, SDCF272358 a CBT2Z. CBT4Z Concealed BeamTles 11 HST2, HS73, HSTS HSTB Straight Saps 1/8" and heights ranging from 6-1511V'to 5 SDCP22434, SDCP22512. SDCP22614, SDCP227DO, SDCP22858, SDCP2291Z Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134. SDCR271400 11 DJT14 Deck Jost Tie 13 HTSQ13KTZ. I*TSQ20KTZ Heavy Twist Strap M SUR. SUL, SURC, SULC series hangers Skewed face-mour t hangers available in widths ranging from 1- 8 SDHR27400. SDHR27614, SDHR31400, SDHR31614 Strang-DrNs SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9M6" to 3-90friend heights ranging from 3-1118" to 13-3/4" 7 SOS25112 SDS25134, SDS25200, S0625212, SDS25300, SOS253/2, SDS25412 stor g-Driva808 Heavy -Duty Connector Screw 13 FC4. FC8 Framing Clips 15 LSTA9;, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Strops Concealed dance version (SURC, SULC) available for all double SDS25500, SDS25ti00, SDS2WM 14 FWANZ Foundation Wail Angles 18 LSTI49, LST173 Straight Straps 2X and 4X models; only acute flange is concealed, 8 SOS251126S, SOS25XXOSS, SDS25212SS, SDS253ODSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1 GA2 Gusset Angles 17 LTOM, LTS40 Bridging 21 U series hangers Fede-mount hangers available in vddfhs ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-DtNsSDWF'Floor-to-FborScrew 16 H2A, H25T, H8, H1II H10S, H14. HGA1t1 Hurricane Ties 18 LTS12, LTS16, LTS18, LTSW LightTwastStrep Wand heights ranging from 2.5/8"to 11.1/4" 17 HCJTZ HaavyConcealed JoistTle 19 MGT MadiumiGider7ledowm 16 HH4, HHe Header Hangers 20 MST27, MST37, MST48, M6760, MST72 Straight Straps FLUIDOO7-Rif 19 KSS1Z Knee -Brace Stabilizer 21 MSTAI MSTAI2, MSTA16, MSTAI8, MSTA21, MSTA24, M5fABC, MSTA38, MSTA49 Straight Straps FL1111IOLLB'r-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, M67C63, MSTC86, MSTC78 Straight Straps Aga Product nescirrintion 21 LCE4 post Cap 23 MSTC4893,MST08883 Pte-Bent Straps, AMA productModel, NumberorName PmductDescriatlen 1 ATRWO, ATR1/Z ATRWa, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 SkewableAngles 24 MSTl2e, MST136, MSTI48, MSTIW, MST172 Straii Straps 1 BA series hangers Top flange hangers available mwidths ranging from 1. MOl'to 7- 2 ATUO5, ATUOB-2,.ATUD9, ATUDO.2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 LSCZ AdjustableStair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTSW, MT830C Medium Twist Strap 118" and heights ranging from 7-118 to.30'. 3 BFW&2, BPi/2, BPI/2-3, BP5/8.2, BP5I83, SP314, SM/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ28LZ, LSSJ2SRZ, LSSJ28L2, LSS.128RZ, LSSJ21OL2, LSSJ21ORZ Field Adjustable Jack Hanger 28 NCA2x1 OAZ NCA202.12, NCA2x8-16, NCA200.16, NCA2K12.18 Bridging 2 DGBF caries hangers Top flange hangers available In widths ranging from 3.WS" to 7- 4 CNW318, CNW1f2. CNWS18, CNW3/4, CM45/8.1/2, CNW3/4-v8 Coupler Nuts 25 LSSR1.81, LSSR2 1. LSSR2 37, LSSR2 W. LSSR210-2. LSSR410 Field Adjustable Sbpeable/Skewoble Hanger 27 RCWS12, RCW1314 Wall Bracing 1/8" and heightitrangirg from 9-1/4" to 24'. 6 CTUD56, C7UD65, CTU068, CTUD75, CTUD76, CTUO77, CTUD87. CTUD88, CTUD97, Coupling Take -Up Device 28 LTP46 LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DOF series hangers Top flings hangers available In widths ranging from 1.1121to 3 CTUO98, CTUD90 27 ML23Z, M.24Z, ML282, ML28Z, ML21 OZ Angles 29 RSP4 Stud to Plate Connector SM" and heights ranging from 7-1i4" to 24". 8 N3, W. N5, N8 Heavy Hex hum 28 MMH8 Roof Tie -Down 30 SPt, SP2, SP4, SPB, SP8 Stud Plate Tie 4 DGHF Was hangers Top flange hangerssvallable in widths ranging from i-3/4"to 3- 7 RTUD3, RTUO3B, RTUOk RTUD48, RTUD5, RTUO6, RTL107, RTUDB Ratcheting TaWUp Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHB, SPH6 Heavy Stud Plate To 518" and heights ranging turn 9-1/4" to 2A". 6 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU28-2, MMLU28, MMLU28-2, MMLU210, MMLU1211. MMLUI39, MMLU1311 Face -Mount Hangers 32 SSi.5, SS2.5, $63,SS4.5 Stud Shoe 9 EGS, SG7, EGO series hangers Top flange hangers availble in widlls rangua from 5.1)4" to 3- 9 TUW36 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9,ST12, ST18, ST22, ST282, ST2122, ST2115, S72215, ST8215, STOM4, ST8236 Stfailht Straps 7/8" and heights ranging from 11"to 32-1/7'. iD URS3 3/8" Uplift Rod Run Tledown System 32 RST-3 Roof Tie -Down 34 T820, T1327, TB30, T836, TB42, T848, T654, TB% TB80 Tension Bridging 6 EGQ Miss hangers Top flange hangars available in widths ranging from 3.618" to 7- 11 URS4 1/2" Uplift Rod RunTisdown System 33 RTC227, RTC42, 1I RTC44 Rigid Tie Connectors 35 TWB10, TW812, 7WB14 Wall Bracing 114" and heights ranging from 114t4" to 37' 12 URSS Big" Uplift Rod Run Tledovm System 34 STC. STCT. OTC. HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Todown 7 GLS series hangers Saddle hangers available ion •widths ranging from 31/4" to 8.7/9" 13 URSB 314" Uplift Rod Run Tisdown System 35 TJ087, TJC57 Truss Jack Clips 97 W6106, WB108C, W8126, W8126C, WB743C Wall &arcing and heights ranging from 6-112' to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV Senn hangers Top flange hangars available In widths ranging from 3-14'to 7- 1/8" and heights ranging from I I"to 32' FL1Rr0441-1116 FL1111110831-lt6 9 HS setMs hangers Top Flange hangars available in widthe ranging from I-W16" to 7- FLWO"7-1I5 1/2" and heights ranging from 8^to 30' qj8 Produot Modal. NumbarorName Pitfdua t Dewirlptlon JW MdUaJlillardal. NumberorName Product Dosorbrtlon 10 HGLS eerie: hangers Saddle hangers available in widths ranging from 6-14'to 6.718" 1 DTT2 Hold-down Sea !t Product Model, Number or Name Product Description 1 CBH2.370.5, CI3H2.37x7.83, CBH2.374,75 Concealed hangers and heights fanging from 10-112" to 28". 2 HDC1014, HDC10/22 Hold-down 1 AHEP Adjustable HIP -End Connector 2 DU, DHU, OHUrF series hangers Face -mount (OU, DHU) and top4langs (OHUTF) hangers 11 HGLT series hangers Top flange hangers available In widths ranging from 3-1/4" to 8- 3 HOC$, HHD011, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-9D83, DSC5R-SDS3, DSCSL-SD83 Drag ShutConnecknrs available in widths rarlging from 1.9/1With 39118" and heights 7/6" and heights ranging from 7.1rV ic, 32' 4 HOU2,HOU4HDU5,H000,HOU11HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 0-1/8"to23.15116". 12 HGLTV series hangers Top flangehangers available Inwadthsranging from 3-114"to7- 5 HPA28, HPA35 Strsp,4 le purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.83-SDS, HG,U5.25-SUS HGU5,50-SUS, HGU5.62.80% HGU7.00-BOS, HGU7,25- Facs-mount hangers 118" and heights ranging from I V to 33' e LSTHDB: LSTHDBRJ Strap -style hold-down 5 HHRC2-2. HHRC42. HHRC42-2. HHRC4/l 01, HHRC44, HHRC5.2513.25. HMRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9,00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-WlOr' bo 3- 7 MASA, MASAP Foundation anchor strap HHRCW 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 1118" and heights ranging from IW to 28" 8 MPA132, MPAI44 Strop -style purlin anchor a HRC1 81, HRC22 Hip Ridge Connector 318" and heights ranging from 6-OM 6" to 12.708" 14 HUSTFsarieshangers Top fiangejoist hangers available in widths ranging from 3-1/8" to a PAIS, PA23, PA28, PA35, PA51, PASS Strsp,4" purlin anchor 7 LRUM LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5 25-SAS, HHGU5.50-SDS. HHGU5,62SDS, HHGU7 00SDS, HHGU7 25-SDS, Face -mount hangers 3018" and heights ranging from 5-318" to 1318" 10 PAN 8, PAI23. PAI28, PAI35 Strap style purin anchor 8 LSU20, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGUO,00-SDS 15 HUTF. HUCTF Swiss hangers Top flange hangers available In xedthe ranging from 1-9118" to 5. 11 STHD10, STHDI ORJ Strap -style hold-dwin 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110. Face -mount hangers 112' and heights ranging from 3.7118" to IV' Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24. TC28, TC28 Truss Clip HHUS725MD version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR. HSUL, HSURC, HSULC series hangers Skewed face -mourn hangers available in widths ranging from 3- greater then 2-9/1e". THAC422, THA428, THA422-2, THA426-2 118" to 5-118" and heights ranging from 4.314" to 16.3/4". 16 HWP series hangers Top flange hangers available In widths ranging from 1-9/18" to 7- 12 THAI1.81122, THAI2.08+22, THAl2.1/22, THAI222. THAM22, THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.318"to 28" 13 THAL422, THAR422 Skewed True* Hanger double 2X and 4X models; arils acute flange a concealed. 17 HWPH series hangem Top flange hangars available In widths ranging from 1-Wl O" to 7- 14 THJA26, LTHJA28, LTHMA Multiple Truss Hangers 8 HT028, HT028, HTU210, HTU26-2, HTU28-2, HTU210.2 Face -mount hangsts V2" and heights ranging from 5-518" to 37' 1S THJM2-4-SDS3, THJM2.5SOS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1.9118" to 7- 18 ITS series hangers Top flange hangers available In widths ranging from 1-0/10" to 3- 18 TSBR224 Truss Spacer -Restraint 112" and heights ranging from 2.7/8" to 194M". Conceabd flange 518" and heights ranging from 9-14'to 16' 17 VPA2, VIPAi25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available In width of 1-9118" and heights 18 VTCR Valley Truss Clip greater than 2.9/18" ranging from 5.3/8"to7.IM" 10 HUCQ491/9SOS,HUC01,81/11-SDS.HU00210.2SDS,HUCQ210.3SD6,HUCQ310- Face-mourit hangers 20 JBAseriashengers Top flange hangers available in width ofl-9118"andheights SOS,HUCQ410-SDS, HUC0412-811 HUCQS.25M-SDS, HUC0825MiSDS, HUC0810. ranging from 9.8118"to113-1/8" SDS, HUC0012-SDS Simpson Strong-Tie2020 FBC Approved Products Updated 12/JOl1020 Fordkect inkstoall881'approvala Isad beloN,,CLICK HERE For addtionsl information regarding Florida's Statewide Producl ApprovalSysiam and Man -Vade Canty Nabs of Accoponce (1404 fl rr•u H 91 21 L.B•serteahangers Top tlenge hangers available in wdth of 1-WIV' apd heights ranging from 6318" to 15-IN' 22 LBAZ Serve. hangers Top flange hangers. available In width of 1.Wl r and heights ranging 'frorrh g 9718" to 13.118" 23 LE03, LII LEG7 sines hangers Top flange hangars available in widths ranging from 3-1 t4° to B 7/8" and heights ranging from 9" to 33.1 /7' 24 MEG6, MEG7 series hangars Top flange hangers available in widths ranging from 5-114" to 6- WO" and heights ranging from 9" to 32.1/2" 25 MIT sense hangers Top flange hangers available in wwdths ranging from I-W16" to 5- IM" and heights ranging from 9.114" to M' 26 PF, PFB, PFDB, PFDSB series hangers Top Flange hangars avalfable in width of 1 •W1'8" and heights ranging from 3W" to 7.118" 27 RR Ridge rafter contractor '25 WP series hangers Top flange hangers available In widths ranging from 1-9116"to 7- 1f8" and heights ranging 0.114" to 32". pL.M1099a11e AMA P�just Motle1. Nurn her or Name 1 ASA44, ABA44R, AII ABA4BR, ABA88, ASA68R 2 ABU44, ABU44R, ABU46, ASUOR, ABU55. ABU5.8. ABU05, ABU66. ABU68111, ABU88; ASUBBR, ABU1010 ABU1010R., ABU1212, ASU1212R ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABWBBRZ, ABW7-7 4 AC4, AC4R, AM, ACB, ACBR, ACES 5 BC4, BC48; BC4R, SM. SCBR. BCB, BCS2-2/4. BCS2.916 6 CB44, C846, CBe, C888, CB68 7 CBSQ44-SDS2, CBSQ48-SOSZ CBSQ86SDS2, CSSQ88-5052, CBSQ85-SDS2 8 CC, FCC, ECCU Series 9 CCQ.9D52.5, ECCQSDS2.5 Serbs 10 CPT44Z, CPTBeZ, CPT582 11 EPSMA. EPB44, EPI346, EP888 12 EPS4Z' 13 LCB44, LCB86 14 LPC4Z,LPC6Z 15 MP8442, MPBB6Z, MP888Z 16 PB44, P1344R. PB46, PB88, P96OR 17 PBS44ri, Paw Pews 16 PBVB, PBV10 19 PC44-le, PC48-16, PC48-18. PC64.16, PC68-16. EPC44-18, EPC46.18, EPC48-16, EPC8416, FPCOO.16 20 PC4Z, PC4R7, PCBZ, PCBRZ, PCSZ, PCSRZ, EPC4Z, EPC4RZ, EPC 5Z, EPC6RZ, EPC8Z, EPCSRZ 21 PP8444Z, PPB44-OZ 22 RPBZ FL.c110866-R6 ANi Product lci Number or Name 1 FJA, FSA 2 FRFP 3 GH484,, GH4", GH484 GH48.6, GH410-8, GH410-6, 01­1664GH88-8, 3H68.8, GH68- 8; GHBt0-e, GH81D-8 4 GL56A, GLB58, GLB6C, GLSW, GL67A, GLB7B, GL87C, GLI37D 5 GLST512, OSLT812, GLBT916, GBLT816, 01-M20, GBLT620 6 HGLJBA, HGLBB, HGLBC, HGLBD 7 HGT-2, HOT•3, HGT-4 8 UFP10-SD83 9 URFP Product 1111 onion Adjustable Post Base Adjustable Post Bess Adjustable Post Base Post Cap Post Cap Embedded Column Baas Embedded Column Base Bolted column cape v18h Wi ranging from 3.114" to 9.1Z and W2 ranging from 3318" to 7.1/2" Screwed column caps with W1 ranging from 3.114" to 0.1/2" and W2 ranging ffom 3d18" to 7-10" Concealed Poet Tie Base Embedded Poet Bea Embedded Pond Base Embedded Column Base Light Post Cap Moment Post Bade Embedded Post Base Embedded Post Base Round Post Bess Post Cap Post.Cap Post Base Retrofit Post Base Description FoundationProduct Flat Retrofit Foundation Plate Girder Hanger GlulaM Bearing Plate Olulam Bearing Plate Heavy Glulam Bearing Plate Heavy GliderT'iedown Universe I Foundation plate Universe IRstrofBFoundation Plate Simpson Strong Tie 2020 FBC Approved Products Updated Q/301202ih For drat! knksmsi SOT approvals tsisd beow, COCK HER E For addkbnal iMametlon regarding Flonda's Statewide Product Approval System and Man 4Xde County Notice of Acceputacs (NOA), eL lr.K HF,ar , FL#1 I IMR6 AM Product Made], Numbar or Name Product DeWiltitlon 1 14HUS2104 HHUS210.4 JoistHaegst 2 HRS6, HRS8, HR812 S1rapiTaes 3 HU00210.2-SDS, HUCQ210.3-SDS, 4UCQ310-SOS Joist Hanger 4 THG82 THG83, THGBH2, THGBH3, THGSH4 Joist Hanger 5 THGQ2SDS3, THG03-SDS4,5, THGQH2-9OS3, THGQHS-SOS4.5, THGQH4.SDSB Joist Hanger e THGW3.3, THGW3-4, THOW4-3, THOW44 Joist Hanger FLg11473R5 Sea M Product Nodal. Number or Name Product L1eccAntion 1 OC•TAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrb(lt Anchor 3 HIS, HISS, 1-118.2. HIO-25 Hurricane -Fie 4 HETA12. HETA16, HETA20, HETA24, HErA40 Embedded Truss Anchor 5 HETALI2, HETALIB, HETAL20 Embedded Truss Anchor 6 HGAWO, HMO Masonry retrofit con hectors 7 HHETAIB, HHErA20. HHETA24, HHE-TA40 Heavy Embedded Truss Anchor 8 U3172, LGT3-SOS2,6, LGT4SDS3 GirderTledavn 9 LTA2 Lateral Iruse Anchor 10 METAi 2, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MITSMle, MTSM20, HTSM18, HTSM20 Twist Strap for Masonry FLMt149&R5 J94fi Product Medal. Number or Name Product Description 1 DTTIZ DeokTension Tie 2 H012, HDiO Bolted Holdowns 3 HD3B, HD5B, H07R HD98 Bolted Hokiowna 4 HTT4, HTTS, HTTS-314 Tension Ties 5 1.719, LTT20B, LTTI31 Light Tension Ties F1.:R6 A01 Product Model. Number or Name PruiductDoscriation 1 SB5/8x74, SB7/8x24, SB1 k30 SB Anchor Bolts 2 SST B16. SST820, SSTS24 SSTB2S, SSTB34, SST836. SSTBi6L, SSTB20L,.SSTS24L, SSTS Anchor Bogs SSTB26L FLO13672-R9. §8 ProduetNlodel.NumberorName ProductDeaenptlah 1 CMST12, CMST14, CMSTCiO, C514, CS16, CS1S, C520,C4322 Coned Straps 2 HRS5, HRSS, HRS12, F8A6, FHAQ, FHAl2, FHA18: FHA24, FHA30, MSTI2e, METI3S, Soaps 97 inn (12 ga) MSTI48, MSTI80, MSTI72, S/MST27, S/MST37. FdMST48 3 HTSI6, HTS20, HTS24, HTS28 HTS80, HTS30C HeavyTWatStraps 4 LSTASO, LSTA36, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil 08 ga) 5 LSTA9, LSTAi2, LBTA18, LSTAI8, LSTA21, LSTA24, ST292, ST2122 Sr2115, ST2215 Straps 33 mil (20 gar) 8 LSUBH3,25, SUBH3.25, MSUBH3.25 Bridging Connector 7 LTPS Lateral Tie Plate 8 LTS12, LTS18, LTSi6, LTSM LlghtTWetStraps 9 MSTA30, MSTA30, ST0215, W6224, ST9, ST12. ST18. ST22, MSTC28, MSTC40, MSTC52 Strapo,64 mill (ire ga) 10 MSTC68, MSTC78, ST8238 Straps 68 mill (14 gar) 11 MTS12, MTS1S. MTS181 MTS20 MT=, MTS24C, MTS30C Medium Twist Straps 12 3W ,5e, W81,81, SU2.06, SW,37, 318258, SIB2,SO, 51133,12, SW.58, 61133.62, 6184.Oe, Top Flange Joist Hangers S184.12, 5154.28, S M.75, S185,50 13 SIBA2.12M. S1BA2.12 i0; SiBA2,12/12, WBA2.12/14, S/BA4.18/81 S/HA4.1Bill 0. Top Flange Joist Hangers SIBA4.18112, SSA4.18/14 14 SfHtA HurrioaneTie 15 S/i-IDBS, SNOOD, SA4D10S, SMOIOS, WHD15S, WHD118 Haldowris 16 SNDU4, SNDUB, S/HDU9, S/HDU11 Holdowns 17 SfJCT, S/HJCT Joist Hangars Simpson Strang -Tie 2020 FBC Approved Products Updated Iz/3Q12020, For direct Inks to all SST approvals toad below, CLICK HERE For additional Information reaardhg Florda's Stsawhs Product Approval System and Mairi-Oads County Notice of Accepanco (NOA), "I -K It n •, 16 SILSV1.55, S1LBV1;81, SILBV2,00, S1LBV2,37, S1LBV2.56. S1LBV2,88, S/LBY3,12, Top Flange Joist Hangers SAJW3,58, S/LBV3.82. SILSV4.06, SILBV412, SILSV4.28, SIL6V4.76, S/L8V5.60 19d SILTT20, Si QTT2Z,.S/HTT14, HTT4, HT75 Holdowns 20 SWSTeO, t4/MST72 Straps 1 IS mil (10 go) 21 SP4, SPO Said Plate Ties 22 GSP, DSP, TSP Shad PhsaTko 23 STC,DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector F(#(3904-R5 JUJ Product Model. Num bar or Name 1 DOOM .62-SOSHOG, CCQM4.02-SDSHDG, CCQM5,5C-SDSHDG, CCTQM3.62-SOSG, rX;TQM4.S2SOSG; CCTQMS.50-SDSG, CCCOWL02S101913, CCCQM4.82-SOSG, CCCQM6.50SOSG 2 ECCLQM3.62G4(1, ECCLOM4.62G-KT, ECCLQMS.50G-KT, ECCLLOMD3.62G-KT, ECCLLQM04.t12G-KT, ECCL1UQMD6.5OG-KT, ECCLRQMD3.62G-KT, ECCLROMD4.82G- KT, ECCLRQMD58DG-KT 3 HGUM5,25, HOUMS.50, HGUM700. HGUMT25, HGUM9.00 4 LGUM28.2, LGUM26-3, LGUM28.4. LGUM28.2, LGUM26.3, LGUM28.4,LGUM210.2, LGUM210-3, LGUM210.4, L-GUM48. LGUM46; LOUM410 5 MSHA3.12M.25, MBHA3.12111 25, MBHA3.5817 25, MSHA&MI9.25, MBHA35am.25, M13HA9.68111.88, MSHA3,58114, MBH,A3.58/16, MSHA3,58M6, MBHA6.5017.25, MBHA5.6W9.25, MBHA55W1 25, MBHA5-5Wll 86, MBHA550/14, MBHA5 50MIS, MSHA5 50118 6 MBHU3.56M.26, MBHU3.6WI1.25, MBHU3,56/11,85, MSHU3.58114, MBHU3.56l16, MBHIU366/48, MBHU5.60/9,25, MBHUSSal 1,26, M13HU5.60/11.88. MBHU6.60/14, MBHU5.50/116, MSHU5.50/18 FLatf3978-R9 Said 9 Product Model. Number or Name 1 SOV1,122300, SDW223M, SDW22438, SDW22458, SDW22500, SOViii SDW22638, SDW22834 2 SDW luw; SDWC15600 3 SDWHlWWDR SDWH19400DB, SOWH19000D8, SOWHi9BOODB, SDWH1910DODS 4 S0WH2740OG. SDWH27WQGi, SOWH27800G, SOWN2710MG, SDWH2712000 5 SDWS16212, SDWS18300, SOWS16312, SDWS18400 6 SOWS19600, SDWS19712, SD*S22400,SDWS22500,SDWS2251Z SOW8221900; SOWS22800, SOWS22900, SOWSM 1110, SOJVS221100; SOWS221200, SDWS221500 7 SDWS22300DB, SDWS22400DB2 SDWS2250ODB, SOWS22e00DB, SOWS2280008, SDW8221000DB 8 SDWS22312088,SOWS225121068 9 SDWS273WSS, SOWS2740OSS, SDWS27600SS, SDWS278DOSS, SDWS275MBS, SOVW71000SS, SDWSS2712005S 1D SDWV13400 11 STN22 Prsduct Descrintron Masonry Plar Ca ps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Disc Won Strorlg-DrNs SDW EWP-PLY and TRUSS -PLY Sor'ene Strong -Drive SOWC TRUSS Screw Strong-DriveSIOWFI TIMBEII EX Screw Strong -Drive SDWH UMBER -HEX HOG Screw Stronp•Drve,SOWS FRAMING Screw Strong-DrweBOWS TIMBER Screw (inlerer Grade) Strong -Drive SOWS TIMBER Screw (Exterior G race) OutddorA=emsStructural Wood Screw Strong-OrNa'SOWS TIMBER SS screw Strong-DrMe SDWV SOLE TO -RIM Screw Outdoor Accents Hex -Head Washer rL#'I 5363-R3 .11" Product Model. Moberor Name Product Devicurliption 1 AS 18, A$ ISS5, AS 18S6 18 ga. Tfus* Plates 2 AS 20HS 20 ga. High Strength Truss Plata 3 A620 20 ga. Trues Plate 4 ASHP Hinge Plate Connector FLM48730-11t4 AMA Product Model. Number or Name Product Daacriotien 1 Er -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, COPS, GW-50, GW-75, OW-1I GTH Goa-adustall fasteners and assemblies 3 POPA, PIJPA-K, POPA-MG, POPAT, PDPAT•K, PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners, threaded studs, and assemblies POPAWL-MG, PSVLS, PSVLI-K, PCLDPA, PECLOPA, PTRHAS, PTRHA4 4 SET-3G AdnesiveAncnorforconcrete Simpson Strong -Tie 2D20 FBC Approved Products Updated12/30/2020, For daact Inks toa1188T sporovala laird below, ,CLICK HERE. For additional Information regarding Flonda'sStaawide Product Approval System and Misml-Dada County Notice of Acceptsncs (NOA), Sj6 vase K. 5 SET-XP Adhesive Anohorfa oonorets 6 Strong -Bog 2 (STS2.'STB2ASS, STB2.6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 310stelnless steel 7 Then HD (THD-H, THD-HMG, THD-1,14SS, THD-HBSS, THD-C8, THD-CSISW Titan HO Heavy Duty Screw Anchor for conueteand masonry available vi th hex head in carbon steel and Types 304 and 310 stainless steel, or with countersunk head it carbon Steel and Type 316 stainless steel 6 Titan HD Rod Coupler (THD37634RC, THD60934RC) Titan HO Threaded Rod Coupler for concrete 9 Tgen HD Threaded Rod Hanga,(THO626158RH, THOB37158RH, THD37212RH, Titan HO Threaded Rod Hanger for concrete THD50294RH, THDIO212RH) 1D Wedge -All (WA) Wedge -All Anchor for masonry FLM $Mft9 Sol Product Model. Number or Name 1 AT-XP 2 ET -HP SET-XP 4 Strong -Bog 2 (ST132) 5 Then 2 (TTN2) 6 Then HP (THD-HASS, THD-HBSS, THD-CSBSS) 7 Titan Turbo (TNT) FLllt6937-R3 AW Produce IAodw. Number or Name 1 X34B10I8-5K,X1S1018,X1B10IS-4K,XQ1S1018,XQ1B1018.4K 2 XLQ114T1224, XLQ11461224-2K 3 XMQ11481224, XMQ11481224.2K 4 X0114S1224, XQiI481224-2.6K X114S4224, X0112S1224, XQ11281224-21K 5 XU34S1018,XU3413101661K FLM35MRO AW ProdudModal-NlrmtrerasrNamb 1 OSSCB43.5, OSSC848, OSSC848, DSHS 2 FC1343.5, FC845 5, FC1347.5, FCB49.5, FCB411 5 3 FPHSD34S10ie, FPHSD34B10I6, FPHS034B10Ie-5K, FPHSD34S12l4, FPHSD34B1214, F13HS03481214.5K 4 LSFC2.25. LSFC4.25, LSFC8.25, SFC225. SFC4.25, SFCe25 6 LSSC426, LS.SC8.25, SSC2 25, SSC4.25, SSC8.25. MSSC2.26, MSSC4,25, MSSCe,26, M68C4.25KW. MSSC8.25KW 6 RCKWB, RCKN5.5, RCKW7.5, RCKWSS RCKW5.6S 7 SCB43,5, 9C845.5, SCB47.5, BCB49.5, SCB4115, MSCB45.5, MSC847.5 S SCS32-"T, SCS82.5M7, SCS82.5/118, SCS82.51118 9 SOWS 25, SCW5-5 1D SJC8,26, SJC10.25, MSJC8.25, MSJC10.25 11 S5133.518 12 XLSH34B1414. XLSH7881414 13 X0151016, X01 B1016.4K. XQiS1214. XQ181214-3 5K, M78S1224, XQ7881224-3K, X011461224, X011461224-2511 X0112S1224, X0112912242K, X34810le-5K, X181016, X1 B1016.4K, Xi S1214, X191214.3,6K AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for msaonry SET-XP High -Strength Epoxy Adhesive for masonry Strong-Soft2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Than HO Heavy -Duty Screw Anchor for concrete available In 304 or 318 stainless steel with hex head, and 318 Stainless steel with countersunk head Titan Turbo Screw Anchor for concrete or masonry Product Lleaonotion #1 CM 0 Stmng-Drive X Metal SO -Drilling, Tapping Screws with #3 Doll Point #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Scram with #6 XII Point and Large Diameter Hex Washer Head *12.24 Strong -Drive XM Medlunr-Head Metal 90,Drllling, Tapping Screws with #6 Drill Point and Medium P lamotar Hex 012-24 Strong -Drive X Metal Seff-Drilling, Tapping Screws with 06 Drill Point 010.18 Strong-Dnve XU Metal Self -Drilling, Tapping Scram with #1 Drill point Product Descriottan Bypass Framing Drift Strut Connector Bypass Framing Fired -Clip Connector #10-18 and #12-14 Strong -Drive FPHSD Framing4o-CFS Sek- Drilling, Tapping Scans Steel Framing Connecter Steel Shad Conneotor€ Rigid Knee Wall Cormactor Bypass Framing Slide -Clip Connector Bypass Framing Connector Head,of-WeVSlide-Clip Connector Stool Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong-Onva XLSH Shouldered Set-Ortltng, Tapping Screws 910-18 1112-14. and #12-24 Strong -Drive X Metal Set-QNlling, Tapping Screws O CU U) -t:f O -6-0 0 L_ CL CL V� O L� V, V m W Z Z Z Q J a L I E SHEET NO. PA 1.2, R,- - ,-wIAWpL■■-. ., - i 4 _, - .:: )- ,I-- - --!Em-- s i uii4d _ _ _ _ „1,.1 Ju Z11LIEC PRODCIC r 9V LUAMMN E1MI NLl. tb. OC q - p�AryC)CT-wA_e:ClATitllw'RrPOB.'t N0 2oXnY.m T INc- TILLR TESTING s ENGINEERING COMPANY Z2.-MTREPORTS: 8. ERIAL CHARACTERiSTIC8AND -SPECIFICATIONS: �'� . WATTRR A. nuir,, iR., P.s. alteca0w.wrii Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on Ft. Pk. UNIDO No. 4,14 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads ire 9 sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.). drawing ) g ,r A 1.-141-OIX1A719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No•20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-669 dated 08/09/1996, #96-670 dated 09/18/199e, 26, of Product Evaluation Document (P.E.D.). drawing No. 2o•176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2128 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0729.01 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. Henry Hattem, P.E. and 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc. and signed and sealed by Walter A. TYIft, Jr., P.E. PRODUCT BUYI-CATEGORY: Stone Panels 2.3• STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 162D.2 of the Rorlds Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as welt as maximum anchor spacing vs. design wind bad and panel MANUFACTURER length based on ratlonal and comparative analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete black, and 4800 S.W. 61 Street section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc., wood frame sttuchlres. Devie, Plorids33314 dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillk, Jr., P.E. 1, PURPOSE OF EVAL�!ATION( 3. MISSILE IMPACT RESTS [ANCE2 Product Evaluation Report prepared by Walter A. Tlilit, Jr.. P.E. (Florida License This is a Product Evaluation R Report Issued by Waiter A. Tilllk Jr., P.E. (System Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. No. 441Mi, President of T}tteco, Inc. (Florida CA-0006719). ID # 190e) to the Global Protection Products, LLC, Rule Chapter No. 61G20.3, Mehod ID of the Florida Department of Business and 4—"NO LOADS RESISTANCE: LLi11NMwna1"' a. A�CI Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind e���P �•' VCENS �' This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15,'I-.--- 16, 19. 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawIM No. 44167 ' : been verified for compliance in accordance with file 2020 Seventh Edtion of the Florida Building Code, and to verify that the product i8 for the purpose Intended 20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, __ i : SE' - 1 7// tf , STATE OF at bast equivalent to that q required by the Corte. 14, 15,17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), ---__ Oplt) This Product drawing No. 20.178. ,: �!,�s/-..-.. Evaluation Report shall be subject to review and revision In case of II. INSTALLATION: 'hill " a Building Code change that may affect Its limitations and conditions oil Installation shall be performed strictly in accordance with details indicated on WATU 2. EVIDENCE SUBMITTED• sheets 3 thru 7,10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document D:1 T L1 TECO ADMON RECOR'O81 P. a. REPORT.201 OLOaAL PROTEL•71ON PRODUCTS. LLC 120 SAGE 21. PRODUCT EVALUATION D0CMMEn(P,E.D.1: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as OALVMOZEO STEEL STORM PANEUDRWIGIOW17111 REPORT/2D-072&Oi Drawing Na. 20-176, titled 020 "GE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 2fi and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No 20.178. sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tlllit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part ��iit {(Hulullhlgl,, Evaluation Report, _ a� R A, r!(%j% �' •.!� g A. Ti(,r/r ?::ii . ,}CENsP*,'%P ~-. - � l.10EN4 - `�.. -- No. 44167 <a ,--`._i_..�-44167 / '. -,dg'� *' ,* 7F-77 ' STATE OF :. FSS,10F10 •i�1 •t''' . \ 6355 N.W. 36th Soleet, Suite 305, Miami, Florida 33166 - Phme: (305) 871-1530 - Pp,; �11f,1100. 1 ' ,%,, tea a '''u"111111111,uAl"� anRHunH,1 1 1 L 1 E 10 c. TILLR TEsTime Q lNOINlnair o coMPANY WALTBAA. TILLJI; J1(_, P.E. tfheoo@,01.Cotn PRODUCT EVALUATION REPORT 'J.Pr I•►...x. 44Lc7 FI,I:ALiN V*.00061It REPORT NO.: 204727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Shoat Davis, Florida 33314 a. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 61820-3, Method 1D of the Florida Department of Business and Professlonal Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an into A�lpllffl[vtli415 Evaluation Report. 0$ ,:,, C/T, -.�-��-' `� 167 7l%4 , +P9 , * ' * / 1 1: STATE OF : ear , '-,.'O`-..."10RO.-. -:k;yJ 6355 N.W. 36th Street, Suite 305 Miami, Florida 33166 - Phone: (305) 871 • 2 Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.12 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lob of South Florida, Report # 0814.01.01 dated =11 /02 wftnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No. 0219.01-69, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.0110, dated November23, 2010, signed and sealed by Juilo E. Gonzalez, P.E. Tensile test report No. SCM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by frank Grate. P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2,3, 9TRLICTL�AL ENGI fi ,IRIN "p CALCULATIONS* On 24 Gage Galvanized Steel Storm Parcel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on ratlonal and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tlltsoo, Inc., dated 12/18110 and 08/27113 (forthis revision), signed and sealed by Walter A. Tllllt, Jr„ P.E. S. Mt$SILE IMPACT RESISTAN•fa I*; Large missile Impact undersoodon 16091.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201, 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steal Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.176. Maximum Anchor Sparing shall be as indicated on sheets 6, 9, 10,11, 13 thnJ 16 and 18 of 18. of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Parcel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. pennLem'EV. TAIATI RIMMINIL 104TIZZ 3 5. INSTALLATION& Installation shall be performed strictly in accordance with details indicated on shoats 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of I S. of Product Evaluation Document (P.E.D.), drawing No. 20.175. t MATERIAL. CHARACTERISTICS ANDSPECiFICA DNS - Shall be strictly in accordance wfth General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-178. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14. Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-173 prepared by Tllteco. Inc. and signed and seated by Waller A. TiIIM, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WaiterA. TVIR, Jr., P.E, (Florida License No. 441671 President of Tiltsoo, Inc. (Florde CA-MIS719). WA'nLL Oa TILreC0 ADMON RECORDS ( oAL 10ND STEEL STORM PANEL ULA 29M NOTES: 13) N CASE THAT FWM EIGAsr STOW. 01 PRECAST CONCRETE PANELS. sn1COO OR WOW BOARDS ME MU" ON E COMPONENTS FOR REGR 11/2-11LIFSAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4, S/S, 7/5, IMOLASM a/SRK TALL, ANCHORS SHALL BE LONG ENOUWI TO REACH THE MAN STRUCTURE BEHIND SUCH PaUS. I'Al/ / / 4W/10. _.-..1s1"- (I'm VAM)._._ ..-,. ._.__ _ _....._ . , ,f,l/a (TOTN wane}_ .. W/10, aW/001� SCCOR PANEL WITH TH ON 11pS PROOMCT 11wLWT10N DOCUMENT ►[.D) HAS erEn vFRPwD FOR COMPLIANCE W ANCHIORAOE fH1ALl H As ►at1T10nED N 0.1) AND N s2). ---_- s (` - -- ACCOIOANCE RnIR M 2020 (7M, EDITION) 0f THE nDRIq BHADI,e COOL (C) IGlila➢tri.BOra-ILBtl. srinle GRN,m_ O . e.� wlu .- -e , a _.... 1LSOO• tUrECYK *VM}.._ _ _._._-- - -, i t•. -. .__-- a730'-- - r, 3' SNA 3• MAX_OFIRON waND LOADS 9NNL K DETERMINED AS PEW SECTION 1Hp Or THE ABOK IW'RT,011ED CDOC, - 1/4•t MPCON HONORS. AS LWUFAMIIRED BY ,.I YI SUIDDI, ,NC __ ____ _ __... /14-10 PANFLNATE FEMALE D AND PAML1AIF PUK ANaRORS. RB MANUFACTIRaD R1' ELIX) CONS7RLIC71pH PRODUCTS / ___.._.- _.__.-. 110118.:OR WOOD SEE SECTIONS ON SHUTSSIRTTS 6 1 B ^! I' MN. : FOR A WSW) SPEED AS REDIARED BY THE JUIINOK110/ WHERE THEIR ANIRERS WU K MST AND - ' _. _ ♦,Ipp- ; "N,5w MR A DIRECTIO4MM FACTOR Rd-O$$.USING ASCE 7-le AMD SWUL NOT UICEED ?HE WXMlWlW (AS.D) - 1/4•r LAO SCAM PER N.O.S. , I r--I.3P0 1.-"'-, )W L� ..INDICATEDSHUTS16POINT ULTIMATEPER r--,--,-'-1--I--- 7-11- ..._ _ _----- SHALL K 11Rft MDUCED ro A 0. DESIGN WIND LOAM Ill' MULTMYM THEM BT Oa N ORDER ro C,) MIMWM tHIIL(ADEp PE7•iwAION INro WOOD a TAPCOI ANCHORS sHIN1 BE 1 ,/Y AND 7• TOR UCO PANUWTE PINS I "I -_ '' ,asp' . � "an' 7Ao" Off' O.O ® (-T-j�'1 1 � , , , f-T ` i I T-l-' ,I . I _.I Cbw•ME THEY W/ MAR, (ASD) OEINGrR PRESSL111E RATINGS sOITiOtO ON sHEE75 7 71Bu ,7. ,4, ,S. 10. la a 70 AND PANEL/ALE FFALALE D. /{ ,' I.'GLOGAILMANIID m HDAWQ 1' WOE / /! I '� 7:61r I: OMSOw eNv. mr, 'A J / O{{-y I•®.H®•© C.21 MaNBNM THREADED PCINETPMtON K LAO SCAtw, Wig THE WOOD raALJE LW SF,ALL x , 1/7' No 114R[/OEO 2.7 ,) TYP \ ALIHt A-e!1 r 2. `Y I TYP, �/ IN OAOER TO VERIFY TWIT AN(71O15 ON 7N5 ►EA. A! TESTED WERE NOT ONUI sTgCS9kD. A 3JR NNCRDLI W ALLOWABLE PE%KIMTMN INTO STUCCO SHALL IN COMSOORED AS PART OF THE REQUIRED THREADED PENETRATION. - - - EDwTJE \\i 01wR So M"MW DErA1L a.] ' -- OErA< Lj ! r • / 2 SIRU.S FOR MW LOAM WAS EIM USED W TOM ANALYSIS. rAMMERS SPACING 10 WOOD HAS HEN DETERMINED IN ^7 ACCORDANCE YAM N.O.S. 20,a. C.3 MINIMUM EDGE DISTANCE OF LAO SCREWS: WTo WOW SHALL K AS INDICATED IN THIS DRAWWC 0-10 ONv. �I ��� ! - ---- A------.--'----_1.3110• ---I 1-------`Iy.7- .............. '` ' '- � i I 1 1 11 STOW PANEL'S AOE0,1AL.1' FUR 11MACT AND MO RESISTANCE 11A5 HEN O,TAe'm M ACCORDANCE WITH SECtgN late OF N N THE #AMS".,U LH[111OIIED CODE AS PER HURRICANE P$Wi fM4 a TEs1R10 WC. REPORTS as -Bert. Ba-570 t 96-7]0 AND CA) MMw11M PETElRAT10N OF wpOp BUSHING Sill K S/11 I/a' h=0 SCIaFR6 YBEp gwi H , I/2• LONG MNRIUN " FE7[STRNION TESTING LAB "C., REPOwTS /202E a /212, AS PROtOCa9 TAa-IIO,. ills-707 AND TAS_p3. 91014D STUCCO D(6i. AND t• YRaNJM FOR WALLS MM NO STUCCO. - __ _ _._ ___. a.2S0' _.. _ 1.3SO• .. ._ _ __ n __ ' - _ .._ ..- .. �r -._ _. 1-1 _ _..... __.ET - _ _AS WELL AS AMEIICAN TEST Uft Or SOUTH FLORDA REPORT 00•t/e.01-Oe, AS PER tAS 201, TAS 207 AND Y. • '- .. [.1 . 7 TAS 7os S1AWotlDl. GS) N CABS 11Mr PHCAIi Si,wRL OR P1EfJLRr cONCI1Rt PANELS, STUCCO OR woDO BONGS K ►OWD ON TIE [EISiRD � STORM PANEL © END STORM PANEL I ', 2 ALL ALUMWUM ERiR ,OM /o K a063-te ALLOT AND TUOD. AWLL. RAGE SHALOM" HALL S IONO EN IN .1 IaArl11 THE MAW ITRUCTUR[ BENIO SUCH PANELS. (LRAEsa oIHExMSE NDTEo) 1iQ SHEET 2 A1N010pACE &INL K As IEN110MCo N c.1). c.x) • c a> ( 1 , _ y. _ ._ I �'/ : � I{r a ALL ALuNON BHNEET METAL USED A7 CLOSURES 9HNL HAW ),D,-Ht4 ALLAY. (0) ANO"ORS SHALL BE INSTALLED POAM" ALL. OF THE RFONIME/OADONS AND Ve"ICATONS Or THE AW"W'S MMRDFACTUROR 'I 7.iDD•--------.-. - 2.167•-- _ 1 - _ _ _ _ _ _ ; �y A ALL STEEL SHEET 40AL PANELS SHALL HAVE STRUCTURAL Ow,UTY STEEL ASTM A -WSJ CRAM SO MWMW. O-so AMNQI END w�,��-, 1 --,� .110' 'T• qq .12V .aIO. � 1 {Y-24 , 4,0 fp, .t2- , .-1 I Serb FI U 1 1/4a-T0.1-_ _ _ I �^ 0 PAYU.B NAY AM K INSTALLED HOAZONI ALLY FOILOWNIG INSTALLATION M&S SHORN ON SECTION a THROUGH 10 (SIIEM 4 ,1W 1e6• % w., a(N ,EUIQ UNBOLTED PAIKLS r - rxvN,zEo sTm aesMNAnIW w/n. se.s Ih (AFTER ROLLED)w/ EArm mxi .1Go• R a 1 ! ae mo NYE>m B.s siw,wBnD - .7so (SEE sEcraNs rA "/s• Mrs mar w/ 7/e . 3/a2 r rHRIM ON 6) otow THAT H EAMM m a (,11 sNNL NOT BE USED, �• • 7 W Aslue •S. Avw a � 1 e EA. ovtmAPS, Nl SOEwS ro H STUANLLIS STRL 30a OR are A1s1 Aw[S art tORRoaIOHM R[315TAM #TOTED CAABON STEEL AB PEA 9 IT sHMNi BE THE REBPOIli19l1TY OF 1NE CONTRACTOR ID Y[RIYT 1HK SOUNDNfIS Or THE sIRUCi11RE wHERE 4aJrTEW 01 ro K /W ( I t 1E ,/r aL ,2 ,/Y OF. I '�I�IE) (SEE SEODONS As APPLICABIE) �1MUII 4001e 11/ 110 at YIELD STRENGTH AND a0 A■ TEHOLE STRENGTH a SHALL COMPLY W/ Fl.DROA BUILDING CODE ! 40D6' 1 _OIyL"�- I - I I 9EC7,ON 2A, 1.3.).{ ATIACHED TO WSURE PROPER ANCMOPAG[. TMS SHU"LA SHALL ol1tY BE ATTACKED To CONCRETE. SLOU OR WOOD FRAME._ _�. _�- -1... L.:'. _�� l...l __. t-----... ... Y3.a7s T.II00• 1 , eo0•.1 __.j ._1 1..1 IAILWOS.' .oea- Aa3• , 2f• 2- Hr pj6• ..�:;-- a BATE TO H MIN A-aM MVIM= arm. OR ARS$ 304 SAES SIAKJM STEEL. WITH 30 Ice, MINIMUM Y4LD \�-'- -1 Ma a ' T..[TAa:IL't6_l BL.114 _ tt.-__1 .. \4`� �,I; �Yl i - -- - - - -- - - - D.W a 10W DN sAEErs A e a 12 RESP[CRY[LY, s1w1 HNAVC A LL•aeLE Wo READLLY vslxE MARIOMG ,NSTNIC,.ID DNNER oR �Y' ,IOaEDi.' f __. _ _ _ � ,». r IIT..(,�.S,NENeiI. ,0. EACH Haug StORM PANEL Ia1N LENGTH: oL(3, B•-B tHR0U01 f2'^a•, As PER Yz:IONs a. 0. 6 ! ,0 AND ALTERNAtT73 sw.__ .. .. _ �, _ .. LI.Soo � ,. D250' 2.+ a• L. E T ANCHORS TO wall SKILL Y AS FOLLOWS TENANT TO SECURE PANELS MI" APPLICABLE RW1F0110ENUrr OUROG ►UIODS or "L*RrIIIE WAI NHG R a )75 S Mm. ..,.B00 (A) TO COZZ6 POCOFD CORICIETE. 11 THE 1NSTALLALON CONIRIK'" IS 10 SEAL/CAULN ALL SHUPtER COMPONENT EDGES W ICH RWAIN N CDNrW-" OONIACI 1Nn, L.- :I �, Pwu a �M,� 1/4'0 IAPCON ANCHORS AS MANUFACTURED rY ,TW BULDEA. INC (M•• re-3,s2 P•-') THE BMMDWO ro PRLVCH/T TARRD/RAW NTRIINON, ISOMETRIC 1rIEw DETAIL A 1O•.. lr._ U 1/4 a . 7/6 EAtA-N AI+cRIORs. AS MARAACnREO By DEIIALt INC. fwn. r -aooD w,J _ PANEL INSTALLATION _ k COMPLY _ SPECS _ - z.000'--- 2.ow' -- 3/4' US ANY BUILDING AM 1(".. rc.3300SQ1D-sEI ANCHORS. AS oIaIRWUlU7 n ALL PUNT sdEY1, ear a sPEtMlir CO 13 STORM (O 1M6 try THE RODOOEVALUA1W DO K PE LP.E.G.) PLIED TO Br TMSrEO IN WENgNCEN ISPQENEIIIC AND IMFS NOT 7PROROE NFONM qNa "SRO O O � ® ® +©•®'� �, - -- --- -- - - -- --- .... _ _. ..- -- WNEA[ THE _. _... • • • • O O'O ®' '� O ... .. ( - - 1 R011110E0 CORNEA a ENDS OF PANEL'S 11 D.M., 4 h RIEVtRSIE STUD (Mn. fe:-3o0q R•J�) PROVDED er THE JUR�RLTION WHEK PEMI1 IS APPLIED ro FIND UP W/ IIEAIaIED LODE. 2 h NEwDER 3 il. HEADER 4 ANGIE wires STUD /t4-10 r 33Ma1E FEA1Na D a rANFLHMtE PLUS ANp,ORS. As NANUFACTUPED BY ELCO CON61RLKn0N PIIODUCiI, tN.Ts) 4 6 4 + 6 r; FOR A Olt sP[c1nC PAOJCCT; i•. SITE COMMONS HVIANE FROM THE P1.0 I••• -I. � i/4, 2/4, 3 O, 4 4, S/S, 7/5, -'-. MIN. - - ,/d•r d' TM-ORW AN,?ORS. B MAHUFK1u1RED to TRV-FAST CORPORATION (r •.sAOO P4J.) r it ,MKS IrE W, iW/10, ZW/10, 31V/10, 4W/10, B A, UNKM OIBFOwEE11 Or TAPCON M04ORS INTO POURED CONCRETE SKILL K 1 3/4': 7• FOR PANELMATF. FTIM,E (t) CONTRBASED ON T ro K RESPONSIBLE FOR THE M NOT N.ID PATE FROM THE CONDITIONS INCLUDING THIS SAFETY E THIS Pg0O/C1 1/14 • 2/,4 374 /s BASED ON THIS PI.O. M01'10ED ri/WIE DOES 1OI DtvMtt FROM THE CONOIIONB ORAAEo ON TR15 DocuAHEtrt f--1 I. sea A/,• a7•' -,.70. -- SW/10. OW/11 ! 7W/i t O AID PANLOINTE PLUS AND 1 1/4' FOR aTAP-GRIP ANCIORa. CONSTRUCTION SA M AT SITE a THE CONTRACTOR'S RCSPONSGIM ,-.. _ .... LyP ( } i 1_ -1'2D •�su70D RRc70Sra'O1io L-------._. ANrAlOR4: fort CONCRETE SEE SCHEDULE ON sHWSIs B a 6___ --- L- r - -L S 1 ..---- - FDA W- ALL SECDONS ON $HEM 10 A H A2) CALM -IN a 9ot1D-sn A1KaN0a5 SWW. K FAAHOOEIH 7Po' MNro THE PpUp[p CONCRETE ,O E:AMr[OLMNT Irt0 k) iw3 PRODUCT EWLUATON OOCULIET4i WILL H tONSO[AEO WVAIA R MODIFIED. '- I jy(y�. F-- �. - ST000O SHALL K PERMUTE, 1/4• 0-20 SCAM USED SHALL K I 1/2- LONG MNWUM SHOULD SMaO E10Sr. ' I 1.4pY1 Oda• .a76• �•rs6' Le�O' (... • 1f ,/2' OG IO ,' MIIII,IIIM MR WALL WIN NO STUCCO. A110 MAY K NFiAOED SCRETr6 OR ALL THREADED SCREWS W/0 iVAO. (,U SITE BPiE.TPFC PROJECTS 9,1LL. K PREPARED K A FLLMIM RE05TFAED ENGINEER OR ARCHITECT MDCM R11J. BECOME 1NE ' 82S•-J ` - ,.67/' !L-M,I...I '1• 1111 m WITH "4 NUIS EMMM Of REOON (E.OJL)) FOR THE PROJECT Na IRO WILL K RFS►OM W Far THE (._ . - _ 0!13• p .5001 A3) N CASE THAT PRLG1S1 STORE. PRECAST CONCRETE PANELS, MVE/S, STUCCO OR WOOD 110000 K FOUND ON 1W PROER USE OF THE ►.E O. UROIN(LN a' RECORD. ACtIHO AS A OELEGOED URRKDI ro t1E ! 1I'a IDLE FOR . `... ��• \?P. rDls• . P.LD. DNOIRNT.R. v■LL IRIBNf iD rWs unER rHE sTc sI.ECIIc IIaAMY„CS FOR ItkVEW LOfATwN AI '>sY• 1 REGU R STORM PANELS III) & Q ELEVATION Ia1/Up - 1.6N' COST IC WALL OR FLOOR ANCHORS SHALL K LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHOLD SUCH EVOLY Nw6 WEFIAP r . yd pa• + t i--..1.. ..--- 2.000• - �• L__, � -.., (- --... -) N.T.s. n4NR5 AHMA10RA0[ SHALL K AS MENTIONED W AI) AND N A.2). (.> THIS P.E.D. SHALL KAA t1E 1ATI AND RUrGWN SEAL AND 910NU,TIAE ,X THE PCNO/ETr90,IAL •' ENLRNEDI OF A[e0R0 THAT Porpmw IT. 7.OUD• O KEY MOLE WASHER 'B25.0 �'') (B) Tn FnetLR.S GOON ANCHORS IWu 1. /LTV e-SO 14 SWJ"UI IWNUFACIURM LABEL SHALL H LOCATED ON A REMLY NSIBU LOCATION AT S,ORM I w • • w 1/4' Ma. OV - 1/4• a rAPOON ANCHORS As MAFwrAL,<Rleo s* I r r eLALDnL. ale. IN Dar (� : TRACK AMME ® So Fw TRACK O FLIT PLATED 2.n• - p/PA>AL. r�rsANCF oRs, AS =MOW= BY ALL POINT SCREW, MCI 0 PANELW NNcr oRs As MANMFAcnFFED a ELcoTMcoNsr wL r oNN onNN°Is An of DFLaIy elwoN6 coot ONE uea M, . to wRG ____} -- i - 3AAPt 3,`CENIII,il WITH STUD , (w waArP ., WHaE wuv) 1/4' I . 7/4" CALM -IN AMCHM. Aa MAW)rACTUKD BY OEW&T INc (MN r -1S00 P.A.) SKILL K PLACED "At CY01' OPDRNO LABELING ro COMPLY WITH SECP M ITDa.a2 a THE I mm ova my 4-10 0 AMC PRDOUC - I/d• 4 GF TAP -GIP NNCHOFS. AS LMNUPACT RwO OY TRU-FAST CO Wt10N •DER A... ] 7 .gWoo V 1/4 \ 1 �.••......... 4f l ' L-- - - 4. = NAY. GAP 'p A. 8.1MINIMUM DOMUM a 7A►CON ANCHORS. ELCA PNMAtATES AND CIF TAP -GRIP ANCHOR, Nro THE FLORIDA BUILDRe6 CODE NI h Voloel Nwrbone Zom J .a7S• No. 44167 �^' ' �.. �;.......,• T wocA ARrr BHILLL K M M/•'. :' 4 JC '°QI0'LL1O00 •C 20 LADE QLLVAMZED STEEL STORY IANR 'P Na r �� *; tt * FLOIUDA BIRlDINO CODE h YN NurrlNom Zp1N6 l O y1'' FJI ''• FLORIDA BUILDING CODE h YNTIoc NurAwne Zone -AMc MICKEL 0.2) CJ,LN-W a sere -SET ANCHORS BHA1 DE EMBEDDED 7/a• INTO THE CONCRETE 0-oc" UNIT No N0. 4 187 aPIW .n ,l„ �- ��LAt[o W�Rw Nur .. of or PwMn i• TATE .an ,W7ao. c 20 WA GAWAMM STEEL STORM FARM F" .eL« 1uaoD. Ile. 20 DAM DALVANM STEEL SiORM PAMEL ram. LOYAL PROTECTKNI PROOUCT3, LLC. pqp A .123- , 7676• a Ice+ en - 44167 wlwM rr: Irro nuceo vwLE H PTRWTfED 1/r a-2o SOREYAS uSE0 s,IAl1 H , ,/Y LONc MINIMUM SR,OU •T• O�•. p : - :* E,OSi. ANo ,• wR«MUN Far wNLs wmI No nucco. SJ --. IL ECO ESNs. �': ( .a.D u u B ar --2.1Nq' p�At�� � ® �� FiP ••. _ tl •■� anyeMe .. •. 20R Ot ,.• Z• aNr ■,w rFos nN)fm n r"'Rc'pa4lln+m - l3 m& Pf UCTM POODtiCM Ur. *' 20- t 78 . . ■ - on ". s1 Mall 1st* LW. aIt., fiIQT !Ls'•.., 1■a. .. Pool.- �. nrwc s �jN►A2'WL,X,A7A X♦)�L a NIF7MMTARY. 1/E MIR NUT W/OUI i _ IL E C O EMe. pqC N.7.B. �Qj. ATE a. ; y, I� IL tI�F_O EeEe. PROTECTION PRODUCiE, I.W. 01hvAEaE S 01--00*a7,a " u ,m ,AR.■ ■MR: MU) NNPDAML A Fib. ON)M-Do 20-17e V,e,:(%,,., ORli... ' • ace W..` w- A w■ - OI4i Ass"a M. QI4)�-PIT 20-176 AA,/DNA 'G Ira A ,ux . /L - - �, , " „ 17NONOL1Mw wwa W/ ADOIID.PL n..: -,... ti , (RFI ■,-wF O„ " 14, , J' • • • .. - - ONWO TN: • BTm a Nnm'�l emu c � w7eW Tux A1PE w• ,•A WwRr : a r s NNN /°� °" 'i.. P.I. - - .a7 3 «» f.r�A (D W . - t13 N _ (O a) � -4., U CD O 0 O- c O O c .CM CU U -a� O U CD O -0 U -0 _0 = C 0 CU O O CcCf U— � CU > � •CD "� C O- (V Cad Q e— .a C/) iZ Q 4 Z Z W J ENO q.OM DETAIIS FOR INSMUJ►110N IN PMM CONCREiE INSTALLATION DETAILS FQ8 REGULAR PANELS( -I) & (2 INTO EXISTING POURED CONCRETE OR CONC M BLQCK STRL COMMM BL= OR V= INSTALLATION DETAILS FOR REGULAR PANELS(l) & a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK ST UCTURES DB1owa A1ragR{ a FA �M multi; comomm &lea 6JL a V� MR 11WAR, � �Y AND E Z HANG SIM PANEL SrSiFhl INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES l let sDo= ON _ ANCIIOIIe: FOR caNMETE SEE stH EDULE oM s RT , . Cn -1--0 ODNWM ARL'A M (SK s ono" ON q. - ED. --- OOMDRi AMOIOFo fl)OK-111 w1eQe p Tr01NM N I ,. I _ _ ..... _... --- lalq a 1MOIaHNr--,•+-•_ M@._._...-.. E N F� eOOW1 pal '� L. . �,N 1 =� ---- 10A --1 I/h. ou ]MR ,I*- ._ ""�• { 'a" "' •..NT'PAiaaf rr7 0 ' --_._-list BD»IIOLaE aM IR70D BR SRTIDMS ON alEF Fp I oa s e iuit a' t) UIBTIIO POI.WED - 1 l (m g , mz ANN e) i--- fOOULE ONE , u sLlsalA2 01 WRi a a a '• LIQi TrgygEp Ms2T q B1IHr e) x.pT• 3•w..i � \ ■ paleHrE NFMwS - OEt C>rNCM�.7E�aMeDRDpFE CMR.TET[ R�wO2�t t1e IS• yR,,. � �M -t Mat wLD') - - --^,1 DONCR[rt 1EOURA I In. _ w 1- -;x wi°L CRw7Ra POLRIo I 4a 7 I 7^yE{_s �• ,\.\\ . \ . ala■S __ h i j srA�.�Sc °°"CHR I j ,,n I iL i-- , 1 I-- W� ,-�'1i,. •f{ --_ ' rE w- 1 e.M T� , „ �; --.__- _ _- i ',. � _ .._...) I ! .� ___. _ _.. ; I 1 , ... ,a) p • M , C 1 C 'm 1 F� I f �, J •. I I I , I I' ,,I�C.. ; , �' LD. ! 1 I tie I I V !; I 1 I 7a.. to Ex EwO ►a«[D - S I ce I ; 1 { r A �' YT PW ■� I � E.b �J t D. i ;? li I r J r r/ 2 1 , i d sal L pt I y i I Or 1:�`.�.I i lYR DONCRE7[ RO{MD[D.� V �\ a.N 1 �.ti�A. v i 1 Op OI1 I a i w ir•r .1 1 HM : '43 v: I � , ,. 'u J _ ---�.. �..,11 ._� ._-�._ /". .o;w`� - 1 y. �•A-rV 1 ' - 1� COIIOIsIE BIOCrt 1 f ' . r - ' 1 . , 1 I M. frmu 1 a BOL "A e 1 i - =- i A I 1 %.11-p, �I , I .. .• «% b ' 1S 1��pLe 1 >3 1 1 R[WIED. 1 1 O ` --� \ . ; -� 1. - T, - r -rt� .y^_- « A Inc � a k' a I a,K of _ 1._ 1 -_- __ 1 , cur r• V v I �� A`. I ■. e+rs» ! i I li'' mi� T I ! fit I ., I 1_ a .w -j law. N ; I � �Oros 1 L I ,..ar1-.,I.._.,._�_.. ' I /�� r(,�� Aywi--p.ar�a[ I : 'W J ■ H 1T , I i 1 W� i m°wa '. - 1 ,ra r'' ' O I � R ; 1 , - ..... , i _. .� _1 ^T V'• f'y owl LiT.,,•AiT'WWA'�.'�`\• I 1$ F \ « 1 I', 1 r� .,I '� I I, II •( IE a"'1.'"MM' E( a ` cAQT • [PrJrtl 1 I 17 .as'/ I I , i .. i ,( _ , ace"° I ,ice. I i L" I "k L g • i FI CASE ■ .011111 , r 1 ,; O .) I 1 owl I I ' 9 S r iy �P A7 / w'"` Fj •.. is r ) fyaffL! IQ I 1 I �M« L' P �y :'•. 775 L I Z ,. r ... rJh-- .,: - l ,. .. . I . Fit L- I1ap• -�� I a ■N■* w r- aB7 O C p ii7 T ' ; - , : aulw . ;: A 0 . Mw.r. i >a ap,mla { Ir. N'"WO■: „A w. I'La fwa'W/ .I Y 0qy 'A 's//iy�ipLn W1'. S ' .. _ H; . .. , I -r - ,. i , W X Q I I 1 1 I - _ I IN p , • �R N M 1 NR • I/CM ,. .-...--1 NLYi WF a fAOI I _... _.- .-_I 'NON MR •EACH .-..1 I 1 i �.� _ _. _ AX -- - 1 I I*t 1 adp ,� IM' M= ' ' I i II I ,, - ., O ;^TM dOWMFMN , V1,., RDaNA� I 1i I! 1 - y - - I I '1�1I ; 1 ©' ; 1 roRr. aelwM ; n N wise J F 7 ' y71' i i i Ya 1��P 1111 . resale 1 1•:J ' �� ,D 17 ,D,aA.' ,DN~%*. 1`J ;; , ' 1 1 r. r. ar �g{ ,N ,4arr ■ K I- -- i _ �.,L k 1� it il� MIT `C/) TtT/ J 1 I I M, ec }.. �iloe # 1 y,. I ; T ; :lt1s113F d? r rW I i I i I I r. r , N,I 1 - I ._ .__ _.. _ i . POUiiB[_ LA. I , I .U. • J 1 n' r r w. i I � ✓` ` \_� - I i' L • , zwy u7¢-0 ew ama i I I • EC POL�UK4_� LD ;� ..-......---- i tOMC�HR pIDpF 1 vVr'ot . :.,,. ,1•'•`, , 1 'p' ,fl.,!,.' �p I w_; \ 1 i �.I L I sow 1 a,a IA MRS 1•Ma, ... _.1---1 .}./ asw NR i 3 L I I i p{ I,;' COHCIInE 01 / y- e 1 a.w I 17 1/r ac r \ LD. \: 1 r 1 m-® CONCRM Is ON REOAKD I ,a ,p• *C r I >`., __-_ - 1 COMM, wLM \ - 1/R F �� �� I !•': 4 / i � `.i/ 'RP■ I (� I =PR � , S Ms. a61Rvs 11 L ; ` REQUIRED, \ , \ 1 v N �1E rm Lo. ; 1 ' •s .:' : I • :ells 'I iafjt I I J or Y air-1 J 1 NI0.Y .®a ® La .Ostac \ « ( _ _ i - Ds I / Lo ,, WN ' CASE Dw ) y;,:- Wf / ; NAM `,' r%%ii�; i _ANCHORL PORE CONCRETE tti salmuc ON slap 6._._ �T \ 't, „. , l R[DURED. E,.,,. �-• CASE C (PLANT A^P'4•«� _--_-_ . _. t = caNrR[n E /T . _.. _ J '�'' .. 4 T 1 IEOIRED 1 fANORE7F BIGOT 1 M 9GAlE 3/tMt ILL N��LyL E /; I Or - I -lY is I -- H'011 W000 SEE SECIIDNNI ON tiHstT t4 _. _ LDHIwBR AIIOIDIB --- ` 1 IwtE Anal*H . I �{ - , OCAI7EII AHxA,0a1 \\ O 1• i ;\ 1 4 �1 ` rill• RiOU1RED Oe-.L•-II,__�S./p,Ef�/.A:y..y.-ay--- SbL[ 3/�Mt• %' ; O n I. ' I I L,/ J L•--�.o. WE 501m1AE a \ ,a111w. e ' a 1, I .... ._ _ _. _ i 1- 2 , - 1M IM a' L• GAY' :,�-1117 Po,�Y w '� ~ toD/ I sDleaOwe N sRD -® *.M_ a O aN pa sCFina[ pal ) (aE sDMmux ON___ r \ u.1 aMa a ac DaaRTE MMO,ORs ` t / F■,� �,a� e s ■oe "R� !!•f tat s0H11w1AE ON liters p adN1AN q w16ts p TRgdIN n MEis p TFRpIwH e) MYAJf N tit . 'S� JH•- M•,Ralw ,u■ -• 41 NW ISR Joe. M, I / SCALE 3/s2'•i O nJa OR or TAP -OW coINCWEa DULE pia - 4 \ \ I - . . - - N.R ..e RMoa j I . L _. . J- I 7 so0'' _ 2.47' / L slurs • IIaDIROH f) FOIE O AM' Air- (gE sa60RE oR O --' M"•- \ �� \ \\,' ^''1OW art• __L_J�� 1 4' FWL. OAP Da fLOwOLR) ma , 11■gJrl • I - DR1B e • n _B.,. RRD1 Meow w,p.c-- ` fTIF :. - 1'►im. I 1 _i Y4•P-1pP2a//{• A.S. wMxT MN :• _....1__..I pr/ aaAP I rw vt+M O CIO D- SECTI STALE O11.1 IOWE , SOLE , SCALE 0 i SCALE 3/6.1• ) i SEC ! N aaI- t ` `�'1 � •� I I-- „ A/7 a/ r. o ' cOM0H7c NR.TIgIR - - - I •- - - _- - - __,I _. - -----I _ _-_I-__ _.._-. Of fIlT6'Ta10 ��,,,OIIY A.LNW""RAA) __.G1MaTE,R AlILY1pRf fGDOAWED tat SGwnaE ON s% \A' ..��yjyy'' (C«ONE .._ .. _. ._ .. _,. ._. .. 1. . .. ._ _ L�DOGEE i'.,L'Pf.ii,=t • OONwER NICIDIS slW[7 E O' t/a' NMI. ..� .. - . tad/ ; i E.D. EDGE DESMNCIE OPENIND a Paw r wm . L RSS . ,/s' E.D.. EDGE OWANCE ^� - W/ SRO (SH SCHEDULE am SEE SCHEDULE ON . -`O-0 CASE t [P11N) MRQ 1) °Q' q Dacnx a SECTION A -A [T,1n_I ■ assss� i (SEE SCHENJUE ON __ - MCK AWN. TUH OR I. 4 ( I___ p1AI� COILRER art - CO.tMCHt[ *R DDIY SOLE a/32'-t •'rpR r.� I �D 11 sHEM 8 e B) ,� :' _woOq wAH IT WOOD HATE IIAAW _..ri' - SHEETS 8 i-6eFdRTE Ima wFE , ; tl �;' ,' -e HDIN I• WW . VAAEI . 1/e• I ; .. 1 IDIRECT ( I NUII. TUBE ON r . VAMM I I } ' It: ! A PT. WOOD TE fPACER .1 I TOP !BOTTOM MWNIINGS CAN BEDID"e a - •. wDND Mq1� COMBOWD IN ANY WAY ro SUIT ANY CAJE E [P1JA11iu ,/EAo • - Anil;. • BOTTOM MOUNTWCS CAN BE ... S-KEU ■ .-Mou: s) I' ' KH CNM. iNSTAL1An17N. DYl/L- a/^1t-f" y„ W COWNM W ANY WAY TO SUIT ANY 'I w6DMRE RW ...111 L Sp4E a/s-F• ICXi a/6.1 "'+,NA 1 L- I R I R A 7 �; '" y pp�� BEN .,? , ® ; E „ /p 3 ..:..,,,• !,•/�, � " ' •? FLORMAL BUILDING CODE rll YNoor i�Urrleana ZoM EMSTWO DR OWL a1AO 10■,H ■ r ��}',.. FLORIDA BUILDING CODE Vel"I NwYleam Zone A.`;:'-,( ; ' •I FLORIDA BUILDING CODE Velool MU cans Zone [IPSTWD ►ouRLG.' 1y " - COF1CJslE •• •! �•' C011GIEfE �/{1. ' - aam I&MO, INC. �; � ��awa,"�ii o 1 let• W IaDCR � ,µPE 41v7 •✓ .1m 14nm "C EP. : .0m ILIM wC rP. � Q WDa «Eo. r �wpEictD # * 20 OAOE OALVANniD STEEL STORM PANEL a FM.. REDIAREn ONM IN 'fart wwwt a \ �, . Tt «�� SECTION X-X *;• * '' y Lo. •EDGE OWANOE yy; * p7M/sas 00Nfw'E ,�'"MA«. NO 4 ' NO 44187 er•H pr � (RAGE GALVANIZED STEEL STORM PAW 20 GAGE 6ALVANGTID STEfl STORM PANEL B,QIa a twaMH as ` • _ 01L E C O Free. a s BGaE 2n-I 8 _ oA10W...- -, tum PROTI:CiioN ��' U•O. > LOYAL PROTECTWit PRODUCTS. U.C. our (SEE scIeDL1LE oN mP t BOTroY tEOLWTINcs WAN BE PRIyfECTION PRODUCTS. LLC OW: .{�'fj� t-'._.--- IL ECO IOC. SIiEEr B Comm N ANl' N41Y TD sort ANY •.�'••, $ Tlio -'• -7.o-y IL ECO INO. Cnim AM V," MOUNTINGC`'••Mae Bt ,, B11Plf i$' MSp ace „ S7RET ) 7 .COD LR ,1 ONW Z INSTALLATION. a. •. . all■ pum aMNsa-7Au FIX fE,gaa _Mi 20-176 sS/ HALs� 'b'a'w'. Ww'W'tNm AIwC LB4)w°a'c►7, a n"'uo�lPe.»P eFa7 20-a78 YOTTOY TRACKS ADJACENT 7O STtICCO/Mf000 E(ANDS O� RI01-: • °""E. a sD,. f RIOt . W+N n »7,. ,.i.. ,'y R,a ,■, ••,, >• A■, vWlr w ace R,wQ pw)aN-7ew, YAI: 20-176 a.. ■ •p''- ,.�.64R.wNr.ti Owe -,an �' , .V-- PLVH Q BCNE ' a, -*molt r - wimm w•. s/ 'AL' a-OwlD ,N• �••• oNra HH S/ NA Mr,-OCen,i '"- oMaPMp 1■ A A., P.E .. slur . aft A 1sJx Jr. _ e1ItN s « ■ m wwla A ,lux A.. P 11 awn a «» J 11 SHEET NO. SH 1.0 OR ,. a.. a 611214 aow1l «toots ➢rt s eau a sw a ---- = r �} Ir AP 1 ' 1 gi I I 1 I i 1 roAwn amslr ; Atl•Yo -. WALL AND FLOOR MOUNTING INSTALLATIQH FOR SPLIT PANELS • a N mom 31yi, .w-r tin, 4w-r :4 �(,- -a . • 4b�`.!"'°'«I�ra, }_`WALM -,,.IW`; rt» toni"6eNao\ --L rp aMaMN a • , 1• I•• •.- �' UIwTa1Ln �Pa,toNYii"N c \ �yuvOaR, ��• RUM �- - 1 SrAti am 14 .1• ' ` 1 1 ' i Nyp •�-r � t1YW \• / 1,• Maw-7"O 1, YT10 wtm01,8o1 r son 1/4• Ma. } uIme; r es Y� 1 �•wL�Or PN,a • OaOI P��1"�•iI1 L ar .tea A4r. - w. 1 ( , I 001 t•M YL T'`•'Ni1s1•� •ar• MR. - C i�TOP 4'uo01•,O BONE 1/+"-1" • ^�.r ' a1iAElo,..k+ MULLION SCHEMN r MIL MULLION wM (R) REOMW2D M.. TUBE MULLION •' 4• 1 Y• a r-,r ro e•-o• r. r. ,m aa11/••4) } (_ -- 1 1 I MN6 N/r�• Iron L �iY 10 Ir-W Q EIMINWk t. A r . ����yy '' .. MMLL[l NI Ef��•S llROM oR[INIm AIDIL' IIIILLION EAN ALiD 6E YMiM1E0 w/0 lIWRN PANELS ON 100 d1 tp R TINT R / IOCATm Al TOP OR BQTIOM OF MEMYIr. ►ANp. Tu6E TOI (01! oPwlo w/ r OORO10 _—�uT1DN ILIMBIATIVE 1w erxr: 1/v - 1" i• ,441II • 1=mm1Ur M M lYO �'/ 1•� i9'«iD'MNI - i...l ' "NN, WIN • OTC inam I 7• - ( i yNt SPLIT STORY pA ELM ELEVATION 1CA4[ 1 4'-f• prwra.z 6GYE t/6 t�'➢•�� AI 1•w,'� Y rC- w 6 i � 1 >fMN � �Mom L welr 4� t8j 1 11� SONG 1/r - I• 1RiT .—I MMKTAI u SCALE 1/0' - I- a� 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS LIP TO +56.5. -72.0 p.s.t. AND PANEL'S LENGTH UP TO 8•-6' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP s BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUM ANY INSTN.tATION. COLM ! FLOOR MQUNTMI WALL !BOOR 110UNTRAO INSTAt1ATN�11 _ ALTERNATIVE lw D/.4TNlATOD1/S - ALTElMATR/E (SECTION AT TOP IS LIMITED TO +Oa6-A.0 MAX. SfiME: ,N' . 1• A.S.D. DESIGN PRESSURE RATING) RILE: 1/P - 11 3 .Iwn , •u/ Lot 6 •r w1e m AIo1.Ile _ -- wew•r.. - •iat�rmN• ,Nr HL RISTALLATION - S[CEION AAW WALE. Ifir . 1• collam IE AA moo OOTIORR Ammon IN 00,001<tt NCNMS: am Mu N ow➢1 14; (all scmclu t W (aa SCHOW aN rM woao analr 2a SSOTWN N 2W ,• Wet? N) ` sw 14) : ,. ' k 1W/15 1/1 214, 24/4, 3/4 N 4/4 ,. 2 k,w/,s ,•,,,. .sw*FTAARD OOI,oRR _._ _._ Jl00 1 MIL. 1 Jim-- - 1 J.2 opla aoNostt -T- �- Oallwn I � I (to (R, l l f Tjr_u TT1 1Ti 7rLmoMo' `IwA�r i o.a 6 'Tf„D 0 1 W/r at, /µ1DwC ., �r I Todf'03• M. Mtaw[(O"a10p'[ 10 i 12 1 ac. cow . tl%i4)l _. _ .. fl_1111� Itt p 1 VL7RrMT[ 7R 10L'A041 • oW ri:', l• /,>:: i � I � i � � � 140[WS 1/u 1p6Y0E t00RI0M M I AT 41/ PNL3n BUM W" RImI•o Y A 2/4, a/4, 3/4 OR 4/4' t, 2, k I,MI/,S 1, x k 1W/15 -,.._. 1 I r i ALtERN4TE lW I­ PANE L . ! ee•L AREA /NO NNE SAFflY PAILS - 7.• W II,AIUS w/ Ial (SCE 16ELOW) WETY PIWAIIE _J w /o RM AR TRACKS (SEE NOTE I omcwm MIGNON (•ME ii ;� / f rl,:l.,t / % / .. OeAA Mm SELDW) • LIST P1MR1 m TO SUE 34TNJED AE VE Ulm slaw PIwN/FL OPOINa S1M31 4I,F81 Tam PpNlm OOCINW J� 1'LowfACUfARATTAMW1T1011 NTOCN y4 AmtAAlln To V N61NJt0 N NCMDVW FROM IRBOE (a" 9TRUCII TIE i ON ELEVATIWALL MQUIlMUG MTAUAWN WALL AM SCALE 3/32•-1- - SE(:TION 1 SCALE;- 31r - I• - SECTION 2 ECALEI 3/8' - ,' ��'2�LL , 00a. /e M.. w • 1 • lAr M.. - NOTTS ON Lim Y SIMM a.•TIN AW IATIDM • ov 1. LRE SAFETY STORM PANEL CAN BE EOCAIED AS AN ENO PANEL (Mr 01t LAST PNIEL) ) _;. _ -- OR AS AN MTEAIDR PAMEL (ANY PANEL LOCATION IN BETWEEN END PANEIt . 1T pOIE 1 PMvs (N.� sW LIFE SAFETY PANELS MAY OR WY NOT ■ INSTALLED ADAA" TO REOU PANELS (W/ OR W/O REG" TRACKS) PNo •� ,) 2. LSE 6NETY $Tp1� PANa CONSISTS Or D.OM* OALWAZED STEEL STORM PANEL AS SECTION 8-0 PER COMPONEM m. SIEEY 4 OF ORARINO. SCALE 3/32•-I• I74K ►AHEM ALLOWS OSI F iD BE R0^0 OR INSTALLED FROM THE N451DE OF STRUCTURE. Jr. LIFE SAFETY P REOURES TOP TRACK TO BE COMPONENT mk BOTTOM TRACK M W As PEIE SHEET 2 OF THIS DRAWING. COI = W SKTN.LW WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I k HI� LtyA A:•• unl Vf✓'','•_4Z 2 ON THIS . AS WELL AS DETAILS I k 2 ON SHEET 14, FLORIDA BUILDING CODE M Y NI 4. Mtn. lEtNOtH FOR coMPdLM(t ®®a IV. MUM. ANCHOR SPACING FOR CONV O W ®ANCHORAGE AT BOTTOM 5 GIVEN ON SCM CDUUIX k 2. SH¢T 14. �• ,R : p°7° x'•O•' e 20 GAGE GALVANIZED STEEL STORK PANCI COMPONENT MAY BE PERMANENT OR REMOlABI.EGLOBAL 5 SEE OITALS fall INSTALLATION WIO WOOD FRAME BUU MGS ON SHEET IS. * ..pp. - ' I •iI�•.,. IL G O PROTECTION PRODUCTS. W OR EEC. 4Fm LW e, 3111Qt WW' � 'WL• 6 SEE SHEET • rOA DETAIL APPUCAB E ro THE NECCUIIY MR THE INPAIATCH OF N S NAM• -•rMA N1 3W " �Iq•N,•'k-'Ille. row wsC aw)Fr-Taa rat"6000-sw SPACERS AT 7RACN3 INSTALLED Ap,AtoR AND BEYOND TO STUCCO/W000 BANGS. 'M' ..-. A.. _Ia a m• Pl pN/IOWTIR/61TL 1-001p11WT 1'r. Pt MILL n'iT�'iOlA tt •u1n _ _ 1 1,3- L . :1 _ I . �� _ . / R• :.:IX•.:aA,.l1:..r1 IIOIIo t➢¢t7F.91014 'o '-^`• A- oaNO. p „10 +SSA -7!O T-r OR LtM ➢ IN' UNIOLMS T Tau a S 7 -uA -720 >7'-r ro r-r Mu 2 3/4- 1AlM.tm 1 11•I e a 7 .Rea. -rLn >IV ro „•-r IIN1. 2 1/2" ' 0 .43A -4LO Ir-4- M LLM 3 ,/r AT OLF)RAPS A • a ,0 MAXIMUM A.S.D. DESIGN PRESSURE RATING (pa.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHERM FOR REGULAR STORM PANELS Cti t 8 WSTAIIATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES AMID ONLY FOR ►ANRSnk ((Ai MaSfAILAIIWA At PER S13 nM I TIM 7. ON >MWM 4 k S1 MAIIMN As.Q aE31a11 MTYIa (Pal,) WWAO Noon IMu,O FOR LP.. , 11rAFPLCWZ •• SE[TOIR / i ANY aCO1MW10N IrAlAlr Pwl4 Ub10iN i• (K) t4PIatI CP VP-W au-N 0040AM ralwE 6 wIKwTE w 10 0o1,01III OOIKTNIE To OMKW 10 OtlKimm To CORMKIE 00 tE l0 OONOwT➢ ObRKiE 10 ORRJNR 10 OWYq«wx7E r N/A/CAM N/A N/A v N/A r N4, I• NA 1 MM •• r N/A N/A r r a' •' .•. •' •' 1 (somw a' „/A WA TVA a• N/A r N/A r N/A ! EMM •• WA N/A N/A v WA r N/A r N/A 2 Mon" .6A•• -72.0 r WA N/A N/A r AVA r N/A r N/A 3 • 4 (TOP) r-r N ums M ,3TW r e• MIA N/A r r r r r r 3 (al7nar) r N/A N/A WA r N/A r N/A r N/A 7 (1O1) r r N/A NN r r r 6• r • 4 k T OIOI1a.) N/A „/A 12 I/r • 1/4• 1! 1/Y S ,/4' • 1/4' 6 1N• • Ile a 1/4• s Oy/g7gM) I INE fl/Ela 10 k 11 FOR A/KTWM! t,P[ • anraN FOR PIalA11AlWIN Arro MM1M rMM[ SUIO.10. IA•1• A Now SPACIM AI/ UNION W 011114E An M omm N "a "tau FM LA LEW TNW MCM AIN N a 01" "M maw OVA" a MLAJ^vw ,w3al Sam N aWmul n TA FOLLOWS AACWM roe" otwm To It Pp66SLC Lmuem W4at➢ alum Uwe "Z M OVAL NOr M ,OS TNN WWW 0110E I MIS Fa EMI aCNN 1N3 AF AICIOM U K-A A1dMR SLOE INti 1/1'r ,/r. 1N1 iry1 INY, M/OM, V . wftf 4AA•I llbtf NI. Noe 2MOaS o. 3 / f 3 I IA 3 -will IAA/ •r3•,/ N 3 s 2 a ] a to M•� o.I.INYeJ f a I'A f N - 11A 4W ACA a100 I'm W •Y a1 m m Im N II } I} 01, Es } r To win j 1N• LD- . 31/•' laC 0t1Aai 1uNwa W/ I/4'P-2aw' 91 MA • { we ac. IM ►N,W LOIONi to ro e'-r NW a '✓ I ! I ,/•' ac roll U8i11I UP ro r-r M•, .� N 0,4-10 FAWAINIE MUMZ 1D N FANDA'An PLUS 0 1! , a a YAII 1 1 7' MM THINAM A7 9A UP To 6000 m,. IBA nL LOrO1N UP ro s•-r M.. DIRECT ALTERMTMINIMPUM SOME 3 1• 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS 'NTH A.S.D DESIGN LOADS UP TO +55.5. -72.0 PSF AND PAAEL'S LENGTH UP TO W-B' 2. FOR NEW WOOD FRAME CONSTRUCTON: WOOD LEMBEAS TO BE SOUTHERN PINE N0. 2. W/ SPECIFIC DENSITY OF 0.53 OR EQUAL ROM MOUNTNOS CAN BE IN ANY WAY TO SINT ANY N. -_.AT END STUDS r 1 am T�1 IgID •I Q INSTALLATION DETAILS FOR REGULAR PANELS(l) INTO EXISTING WOOD STRUCTURES A � } R 6LL11itii •s��'o66'"'"to6oL , i rot �-10 „r F.I TO l✓ ) I 1 I •p 1 1 � } ALTERNATIVE 1 W SCALE 3h-1• E LSD k LLlwEeS� . 1 ;-- ro TAM I T1 ",IA EO I t - - F I N to Ti 7/2 EO} L-- 1 Ii 1. L •tau•o �. 1 • 1 1Nw • r�a Y •GOD NM MIME �I' I 4 ,YA j f', i/ �yAl'Li% iwoer °t kl TEMATIVE 3W &RNATIVE 4w r YM' PUtt • IasiM,r MATE 1 K uN AHS IA14lT111 rT1ALAM SGNC 3/B-,' S�lI 1 TWIT : SMUTTER iRAO1i NOT Elam T110MN TOR !CAE 3A-1- cum" ALTEWMIE AT END PANEL (t2 1/2' 0. C.) TO NO(((/D�/UfEMNEL Y � /4• BIT 11 W IIRONOR PANEL `kTID PA/Kl lLC "`sl•Ac•/'IrllD'o sIACR � 1 •-a' Mln DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 ttcALE 3/N' - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (n.a.f.) AND CORRESPON01 MAXIMUM PANEL LENGTH `LN SCIjgQulRg LAI'PL'r'•R'r aLY ro aaBclDws , k 2�(((I�RFO A,311 )�(T7`r sterol PArri A3A Iansum (_IA TNDON Or W-MP am" AN61MR IIXU 0 POSAML NL6 MWUw" to yCICNf 6 k 1>atslNltaN a SEWN MNMIW ►N16 LtaolH i• (IL) TOCONNICIt ROW ro aaNclslE ro aolcRnl WOW m aaWa7E WTO OIaW 59,6. -710 6' N/A N/A N/A 6' N/A 6' N/A G' N/A 1 k 2 ) 5'-0' OR LOSS p• 7' S' {' S' 1' S' 1• S' {' , (BOTTOM) .S&O -72.0 6• WA N/A N/A 6' N/A S• N/A 6' N/A , k 2 (TOP) S'-0' tO T-6• S. O• Y 6' S• 7 1/2' {• S' f` 6' t MOM M) +56.0 -02.tl 6' N/A N/A N/A 6' N/A 5' N/A 6• N/A I k 2 (TOP) Y-6" TO r-6' 6. 4. 6' 8• 6" 6` 6• S• i' I' 1 (BOTTOM MASM41A PRpaAW 1 aiw a IN w "M TOP a Nan ew I me 0 r w Rol w Mr A" / e0 COAINNATq MNgYUM PANQp, 1271O7H t' (R) - Chl - COMUM OF THEM 42.2 -01.5 a• ,• 4 , 2' 4 , 2• 2 (BOTTOM) 71-C OR LE3s +521 -6{.0 3• 3' 4• e 2 (BOTTOM) r-I. OR LESS +65.0 -72D 2 1/2• 4- I 3 1/2" 2 (BOTTOM) r-B- oil LESS +Sb.O -7L0 2 1/1' 2 112• N/A N/A 2 (tIOTT04 7'-6• TO 6 +55.0 -Y2,0 N/A N/A !' Y 2 ro r-6' J�ENSE•� No. 44167 utmw A•aWF,IOIaw .i rr LnaN (lQ • w,LI awRrnt 70 w PrK owata 1M !QI U /OP ANaIOIM TNS i WVL'1O Idl IgtAUAIIOII NIO wa06 M" mom MINION AROWR OV"m *0 MINIMUM O N OWWAN Ns *mom M NO •01DAL. FM EA IJN OMN 01 CCm ON WMOME IMCE A 0001 !ROOM rr WATRYM OPAOW o1011N N SaRDIAK MY THE FOLLOWING FACWW NO 1I0 "Afft TO W POIIWE IWa1Om vmm W A ND UkNO Wall MULL IITR t UEM I" mmm !PAGING SO DOM M SAOI Atom" TYPE AF AMCIWb UNIDO.. AIIMa 11PR t/•_� _ _ Tpt T 41__ 1/41 _ _t/•'r nPam a TN•90 EMI O11A�1 W, Mows WMRR ! 3 a 3 FIAIMRNp DU t ) 3 a ) a w+MIN S.T ] a 3 1 3 IA 4 A■IL v BINaIM I1a1w t , i JO - - - FLORIDA I ON I AIID Na.Y ral PMNw)s Ink (baemLLAr"m As PER sarna s 1 rAw ,a 011 merm 4. 5 k 61 MIA M AMMM WV=o IO1 rA - 3 1/2• •• Asa�110E610N PR611Rc MINI (p►I.) "Kok CF TAP-OIIW C"-I PANQINIE ALW,E w PA,blMiE PINS fWlO Y,' u 0M 0 a MR LblollWick or TMKM NANwr PAWL U [mm v (A.) ro 001"M ro DMICAM WOW 70 cowil l ro oO1KR[R WOW TO ONvilat ro ooNMETc WOW To camemm to O0NOw7E SLOW ro OONCWfr ro rnPrAla SLOW To Oo AMM ro CONCRETE WOcR e• N/A N/A N/A 0" N/A 6• N/A 0' N/A N/A N/A 1 (TOP) S' 1' N/A N/A 6' Ir 6' 6• 6' e' N/A N/A t (BOTTOM) 6' N/A N/A N/A 6' N/A 6' N/A 6• N/A N/A N/A 2 (TOP) 6• WA N/A N/A B• N/A 5' N/A b• N/A N/A N/A 2 (BOTTOM) 55.5. -73.0 Ii• N/A N/A 6• N/A 6" N/A 6' N/A N/A N/A 3 k 4 (TOP) a7'-b' iT) 6'-6• OR LI U 6' 4• N/A {' S' 6' e' 6• {• N/A N/A 3 (wrroM) 6• N/A k,22' N/A 6• N/A {• N/A /• N/A N/A N/A 7 (TOP) 6' 4' N/A 6• S. 6' 6' 6' 6' N/A N/A 4 A 7 (BOTTOM) N/A WA 6 1/4- 12 1/2• 6 7/4- 6 1/4' 6 1/4• 6 1/4' 6 1/+' N/A N/A 5 (tor/BOTTOY) 60.0. -b3.3 N/A N/A S 1/1' 12 `/2' 6 1/4' 6 t//• a 1/+• 6 I/4• a 1/4' N/A N/A 6 (TOP/BOT70Y) '-B' TO 11'-2' 55.0. -72,0 N/A N/A 6 1/4- N/A 6 1/4- N/A 6 s/e 6 I/4• 6 1/4' 6 1/+• N/A N/A 6 (TOP/BOTTOM) 6'-6' TO 11'-2" N/A N/A N/A N/A N/A N/A N/A N/A 6 ,/4' 6 1/4- 6 1/4' 6 1/4• B. S. 10 (TOP) 43aL -10.0 6' 4• N/A N/A N/A N/A N/A N/A t' 61 6 1/4• 6 1/4• $ (BOTTOM) 12 -4' OR lEE9 m' ' {' 4• N/A N/A N/A N/A N/A N/A {" 6- 6 1/1• 6 t/+' S (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 t/4' 6 1/4' 6 1/4' 10 (BOTTOM) WE SUN la 11 AND fE FOR A1gCIR TYPE k faYOMO FOR aMRNu7WM ,Nro 11000 /MITE SL/.Da1L MRFWM ANOtO• WACOM AID 6a0WR1 maE DW*a AM II7000111 ON TNS IC14VAL FOR EA UCK THAN aNO,IED am $TMMa u iM[OIC➢ AKIN" aPAC" K MaTIKYeW !FACING sNNN ON sochutc BY IOC r0LLDW4 FACIORL FONT TNM OPBNTION 10 r MOKC PM CW SMCMO 011110 O tam Wait 0/1LL Mm AT L M THIN IMaWY SFOcm •CICA7E0 MR COON ACNE "PC AT NCIKM WWA ANN" 1YR v _ 1wm _ 1/4. a aw- 1/4% I/4•• 'MAIM ftis 0NN-41 /aue-o Wh A400 00014 OQ 3 3 3 3 2 1/➢ s Am­ Nw14tu •r.Ir a,r ILA - 3 3 1/2 3 1A 3 31 AMM n. B>w mom ► A-C T 0 R ,, A- 21A• _ _ _ _ m •.•7 MI? spolm w, ro" m TAM. ,NTT-3a,• At MA R/ 7qMY R, 1MRYM'IA,dW 101 NG WOOD O.C. meow �7�0 • I/a• an G INSTALLATION DETAILS FOR REGULAR PANELS (_ � A 1C�1 INTO EXISTING `% •-` �' - w j WOOD STRUCTURES u-lo PMIIOWtt Plus ro tTtBtLIO wood NOUDEII WADER r 1 7 WE 'MI/4•ar Noon "LAW 1 Mmi. PANEL LENOM MT NOW 1) 1 iM r WIPARV011 ro *LAW ; -__ Me4 PANEL LOAM t/•ti-,Nt Ss. (su NOTE 1) ML Iy TOWN I -T I` TION ro [31slSD WOOD NGOBI - 1 I r I 1 DiwlY fcz • I •1/.• oa CD �+ I III vadvm OR A W. IM Tall IM. MAUL fIW ro LAM i .. •- Ma. 1L111FL U DWYN �„• i SEE N07C I ) q,�,K Ina+ IAE1.1I �.. _ _ _ _ -_ i ' e0R >ldfi i 3dR OF t' of �.• INS a T.• I i Mo G CD 1NwOyISNr� sw "A6 .J>,YX-IE. I I y 1 j ` --iroAw,V2' NILIIAtt 1'LII6 REOUMED I' REINOUINEOWOOD Pon-1 I' P@NOW4TION AT Q.C. w I10Ai .' 1, MONOTH OF MIT F ya I I TAB ilTatrl or Putt L __t/4. LAC IILSEWS • i '';L'W yPTIg0,C..�STAGOI 7I�DD w1 - l •(. n'U°ieAw+><.tl 11'E71E711A71Y111011 � �'I DWCT '( A AT MIDOWN OF PLATEIN 1 - -- TOME 3/6-1 !1'Itlt /S-1 SOIL 3/M,' Raifil 1. NSTAUATIOIK FOR ALTERNATIVES 5W. SW k SOW ONLY VAUD FOR BUILDINGS WITH AS.O. DESIGN LOADS UP TO +43.6, -48.0 P.O.I. NO PANEL'S LENCTN UP TO 12'-4• L FOR NEW WOOD FRAME CONASTRUCt10N: W000 MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL MOTE FOR COV0aM71d/ Oi 43'A'TrINI•; TOP k BOTTOM MOUNRNcs CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION '/• 'A°' • a °� •/ DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES -- , , MN „•IDWm POKWATWN ro IOOD NTANR - - I ' i ,I - I 1 I rppp ,00( 1pM R00011iD R 11[pMlm0' pALTERNATIVE 1 ALTERNATIVE 2 1 / 4tiIM/WrJa4 ss 0 aC g B I i I 17L I I I I i i r �! } S I M E EOfolmom a 0• ALTERNATIVE 3 ALTERNATIVE 4 Ik•.'11KAOPBMAMQr10M OR / , I/2• ,NlAta/0• Law MWS WIC I/ ,Nti-2a.r sK MA w r ns. N ALTERNATIVE WOOD E$�E CONDITIONS ANCHOR LOCATIONS _ I/41MM PNRLNtE nwa W M IWWLtMtt PUN or OL W 1 t/r M-. 11AItAIND 7NTNIM7WM ro •Dm SOMC ,/r• - ,- PUCE "M aI111E• "Ka 407 D OM roil ,3NIRT WALL MOUNTING INSTALLATION A TERNEIVE 1 W 1oMr 3/r . 1' ➢IM I. MWKWRWNs AK NLYLMyp FWI IF 7 RIM AAO. DELN Lam ,1 To +Ms. -22.0 PLFLRNIo M11FLY 1ENOiH V ro S'-r. 2 ProR ,W'N. L 00 lwCwC�om ORLwMOIa To SE SOVRIOR, N � Ca 0� N U N N a O C .0) (u 0 -0 c N � O (Q 0 � 0 cu 0 Cu U- 0 co CD ED O Q� 0 O CL rcu i..i c CD cu cn CD U c O cu = Q Z Z Q J SHEET NO. S H 1R1 --- ANCHORS (SEE SECTIONS ON SHEER 17, 18, to • �20)--- -----___------ t3• w%. JA/T7, 4=7 eA/t0. Wta, r/w, WI& r we1 ',• L. ewrye, 7Awry9 w ew/Se W/11 , a//te a M/e0 1• M1. O O O O O ItV Td so i i 1• A CSEE SC ) A L j on AM a UPI a ma OW96 �Nr�Ti�A11r�MM/10 i�riope0. e[wi�S 2w%t• w/fe 3• -ANCHORS (SEE SECTIONS ON SHEETS 17. 18. re e: 10 - �/tl 9 8 __.__----- 1' WN, D• MAX OPTION #2 FOR LIFE SAFETY STORM PANEL(l) ELEVATION SCAR 3/16•-1• yr ,rzw SECTION A —A seAt 3/u•«r MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND Ti(��r CORRESPONDING MAXIMUM PANEL LENGTH -L! SCHEDULE oCEN '. No, 44167 iLOOM WILDING CODE (NIgh Ve Nu *one Zan D.L�'•• f[ORIOE',: •. 4amR KA• re. 20 GAGE GALVANIZED STEEL STORM ►AN[L r'. aMWI R AL PROTECTION PRODUCTS. LUG. ~�"0 ' •.RR iR. e/ e1RFEt sRAr ti mu ,•�.. II1'R,-wR.rr, IN+w ,.o.«, CM)NR-"* FAR" aSt)06.WO7 01 20-176 tw�� Ay eRI N. WAkVWAUVAWM wTaOAoeonrf- P.E Isen u r ■ MAXIMUM A.S.O. Max. I I't l I I I 1 I I T - I Hwa fOAat a0wlpte I j 1 PANEL LENGTH DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATNG (p.e.f.) (SEE SECTIONS) TO GLASS CONOI110N +55.0, -72.0 2 3/4• UNBOLTED we uFcoN ""ORSf -- r O.C. caxcare weN REQUIRED tl I 1 + M RwM10 w ITIR NTO INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM EXISTING POURED CONCRETE OR CONCRETE BLACK STRUCTURES t/A' TAPCON M1CfIOR3 1[4' IAFCON N1010R6 _ /[I' T1PC0/1 NVOIORf ROCK 71DolARtD " 1 ""` ROOc R[OHIAIED '' 1 BLOCK REOtItREO i �Jl i 7 1/P I I1/1- j t/l• ' eVn as u fi j � He DIASf I rAAss i _ :._... . I nHISTeIBJ � � EIIE7IIIQ,J I 1 � � CAW fig I I 1 � "Al .cp I co• E.o.• ; ca• Eo• o ; 1/t - i_t/tY-21A3{•S.s Ns «/ J' 1/tY-]AS�t3s N.s «/ /� • (-' , '/ax WIND Nul WASHER � � - - T/BYa,/3: WINO NUT WASHER I � ♦ 7/OY . 3nY WM NUT 9v7 e"A . 3/SY WYr f • it 1/Y O.C. 12 t/2• D.C, .i (BEYOND) 1 ,�AtlQ �i,K� • �• TTASi101 (SEtDND) I ! t iAPOON AMJIM 1 T,� 1 Y tAPCON 1 4• TAPCON AICIHORS t/•/' IPWII AMbgR6 :_.. __li t t/t• o.a -_" a o.e. �4 Ile D.C. • t 1/2- oc (sT•ofDREo «/ solo) (STNAaG[D w/ Ell D) COIL =owme+t R KCORNe sow - OR CONCRETE .opt CONM.FOAM _ TE ON CONCRETE00'.Boat REQUIRED, RkRUb I�L��T RTiNN$m OfAIARED �� �LlIE�iAEI� PAtlEL �R t mn!JJ' .PAtlEL SCALE 3,W-1• SCALE 3/8•-1' SCALE 3n•-1' SCALE 3/e-t' Alum 111E Rfi OHM Is 1 20Pal ANCHORSTYK It ,w� .. iRACRq FOA RA,M1ATRtb IMO t100D rRtIW suaoRta l t► mom suave . IIPIIKM AIK11011 YKF106 MRAMC RZ O«4,AY AM ,1OR'A160 ON 111E •aa,Nre �W e�J S ri'IEOIAt PopLA. ItK 1Ww AMCON Mtrl OPatN Rn•, N a 9011RIAf ,YO,IC[ wttagR frrRO of PtA,lnrMo tlt•ILK w1oRN OR w,tOUE IORA lu � Rtpp1 K M rOtiOeeq FAL'IOa. TOR 1l16 OPOWION TO K talellLl IWaIOro stwreo nswllta oNn rAcroll tPru NOT y 'jr ---- K umm THW nrNM INC" RIOrrA1lD - tm- roIl EACH ANCHOR TYPE ON M fp1E0Oli FLORIDA OR INSTALLATION DETAILS FOR OPTION j2 FOR LIFE SAFELY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES t tAIL'ON At1011ORf , 4 tAPCON VVrtItOA6 oNHMEtN,oc�T' oorattaTEwocK, REQUIRE! � RCOUMEO � 1 E.O.• , ' - I EA• 1 1 ii I I I _J '. 1. �,t-TO II MNEIAMTE PLUS W/ �]t�Yt/ /� ' wwo rM wNHDr eLouH WALL .YQY ELATION LAR PANfI 014 Pont SWAM 3 �� 1NIE t/1S 1 t•• oa star is a to ra ANeNeta TwW • a,a„ tIMOeM FOIL M,AtU11Mt6 win RWOo /INK eIRO•le. M RIOb lRae 7 3 IaMY ANCHOR eRrcws Na MNtiNI coat WEaCAR. R«KAm M i w , O +, IGE0E RRcoLOW THAN NUGRan w PH fcEARmtMuO R wwoR sPAcw sr tAteteErRa lArAlo tRKtwN ar fC,IftLAt All Y RpeR N M raLDwo FAtTo1n MR ARe ! „�• �• _ O/'OwelfN A K PM" fm11C[e frRcw ,sweo taRo FADmIt 1RLtla NOT- K IJ■ 1Nw 1RIRRNIY fl•rCtN6 RIOIOOfO ... ,, Ellatee IOII t ANCHOR „PE ON iM{ SCHEDULE 31 ar ,s E ' 1 L I � �••P aneAw I ` ./T !• i Y . ]/SY wM0 NUf wLL91Ot (KroNo) -' RMLOOesNt%tTECON�RocN >dAt ICALJ„AII4D UffMnA w...- SCALE s/r-I' � Ile LSERIES IOW Or LENGTH L PREPARED MWAOXTURPID FACTURE STORM PANEL MANU &-ME BE LOCATED ON A VISIBLE LOCAMN 3/32- VIM IT STRICTURIf Reee AL IV AS ~ACILIRED TA E INSTALLATION DETAILS FOR OPTION 92 FOR LIFE MEETY STORY PANEL SYSTEM E1]�' A+�••++r rvF� vc Lntu r,vn yr nvt3Hs,K`,E vn ur c �.•.r c r , .a t vnlw rnFtc.� J L J i Glel OElEJtIIL NOTES. AFAR E-2 ISAsIG E,OR11 PMlt ST■EE3f INTO EXISTING WOOD STRUCTURES t e-t NANG STORM PANEL sIOwW ON THIS PRODUCE EVALIMTtON DoeuMETtr (P.EDJ HAS BEEN vERN'1ED FOR eallPutAICE IN B.,) MwKww EMBEDMENT of TAPCOM ANCHORS Awo PAIVELYATE FEMALE ID s PANaMAn PLUG INTO CONCRETE I AccoRDarcE WITH 11K 1020 (70 EDITION) OF DIE FLONaA BIRDRIO CODE. ROCK SHALL K t 1/4• I f (iI � 1 • � 41 DESIGN WIND LOADS SHALL SE OEtF3RAeE0 A8 PER SECTION 1620 OF THE AIM 1RM040 CODE, 12) AIfrN1XA ElteEDldt OF t/tY % 7/8' CAllt-N AIKrIORS 9HAll K IS )/r INTO twNCMT[- t �ppp F'011 A w01D SPf® As Rt17UMED to THE JUR15016T10R1 THESE yR1TTERe WILL li[ RKiKIEQ ANO NO EMBEDMENT IM'0 NIY FfOSN IUATERYL fKN1 BE PEIINRRD. r... BNALL N . • • I . _WOOO�t[AOtR ,. wGObq�KfOIDDT FOR A DYKCTIONAUR' F'ACEOR KO-0.85. usfiC A91X 7-Te NOT C%CEED THE NAIfINUM AS.D.) 1/.• ,1-20 55 s[>QITALIt BOLR V9io SHALT BE LONG dOUDR(SHOULD Mlr nWSf1 I/AtERNI 4DSY) t0 K .. Il '. wr , "` � � REOIWRD -•.'� � DCSW11 PR[ PLITKYO'i INDICTED ON SHEETS 28 � 26. [NOAD! J/.' DAD ANCHORS. ff t/4Y TAPCOIY ! r O.C. � 1 .1 tAPC011 0 r O.C. tY 7ARCp1TKOdt • t 4Y NI ORDER TO 4ERIFY 7NE ABOVE CONDEEgN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 �.-_...�1 tn• ItItL tMRFAKO - ..�t tn• MN. 11RWAOEL i'. 1�/t 1/Y MN. 1NKAOEO i 1 _.. -T�1 t/t• Ytl. MWAD® PbIC�A110N AT ,1000 , � I PCTETKITON AT w000 9W1 K FIRST REDUCED R1 AS.O. OCS[iN WMD LOADS BY 1RJLtIPLYNG 111UA BY 0.8 NI ORDER tD SJ) IN CASE 1FMT PRECAST SEONC, OR PREG1fT CONCRETE PANELS BE FONNO ON THE E%KTN6 WALL. . 7tDN Ar R000 11011 p w000 POIE1MTg11 AT WOOD �' 't 710N A7 1100D NUDE. I MGOnt TO COMPARE I/RSSE W/ 11A1t. (AS.D) DESIGN PIIFSSIIRE RAT1110$ INDICATED ON STIFEES tD • te. ANCHORS 9LYl. SE LONG OIOLl6N ro RFItCN THE IAANI STRUCTURE ■,eIIO SUCH PArtn.S. NKagRAOP teAou � ttrAlER �'� 1FIAOCA I' IfA001 SNAIL K AE MENTIONED IN f.l) AND w e.2). � �� �-�. nl ORDER TO vEla-v THAT tatvoRXurs AND AA1CrIOR5 ON tLsf P.E.D. AS TESTED HERE NOT OKR srlLEsxD, A SJs INCREASE �` T, 1„• rit Y t,,. f. , ; ,y 1n• ,/.• ,t� t/t' ,/.• NI ALIDWMRE srREss MR WIND IAAIIS WAS ME USED us®N THEIR ANAlryi. /ASIENER$ fPAG111O *0 WOOD HAS eEOt t/�1' TT/a• ! /r 1/,• Min j 1 oETO1R8IIED M ACCORDANCE WITH N.O-S. 20+9. (C) ANCtIDRS sNALt a IN$TALLEp ItOt.LOH1IINC KI of THE ROCOWDEAATOHS AND SPEmF,attoNs tX THE A,ILM011's / . '1 ' i ' -- � IAArIL1I'ACTIeER. �. f x• , T Y WOOD HEADER W1000 t4W€,R_ x 41DR1 PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BCE71 rEWIPRD M ACCORDANCE WITH S[CEgN 1626 OF /, � Ib,. ` � 1 Rh. , •, , Mh , _ / I ,• � tA• gE0uNE0'_.. ', t A"RE0IARED I THE ABOVE MENTIONED CODE AS PER FENESIRIITIWI T[S1YlG LABORATORY. INC. BEFORE 12032, K PROTOCOLS iAS-201. It IT SHALL BE THE' RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EOUNONE55 OF THE STRUCTURimm USE NNEIIE SMITEER TAS-xOx AND tAf-tOJ. H TO B[ ATTACHED TO 0151IRE PROPER /VN.YIORIGE TI[5 S/RJTTEA SIWi. ONLY BE ATTACHED TO CONCRCIE, ROCK j CPA , i I I i 0� WDW TRAM[ BtIAANICS. `: - I 'iaA. ', ,-�-. 9PlE. � , L971VE. ; r� 1 1 �. - �•• �- 1 I iC � _ 2 THIS SSTEM NA6 BEEN DESIGNED To BE WETALLED DR riiE oLA81DE a THE OPEMNO A1:OESSRI6 THE OPENRW TTtON THE � FROM TR MSIDE OFE KgERA LADDERUD1URE. DR LXT. HIS APIS VAW W71EN OIBTA11ATgN If IMCWXO TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR ,b TO BTX/CAl1UC ALL SHUTTER tIO1MONENI COOTS WWdi REMAIN M 00IITWll01A CD CONTACT r1T01 THE BUILDING ID PglVEM twND/RAM INTRUSION. CAUIIt AND SEAT SHUTTER! TRACKS AU. AROUND FU I i I ,tR. fOAArRM I w wr•RNvt i ,w nav,MTeN 1 lDW111• I�IMG I ' (eCE ,oR 1 enOw, [>ti1Rq dQ RD,t1AAt Lea. NDI[ N oVeR i 1 ,Awes -0a toR.uA (!FE 1grC 1 l0 PIA. ]• PERFORIIFA FROM RISIOE BTRUCEURE. S►IC/F A/q OOURE fN1MO SM[ WNgOWS VMd W5fALLAl10N 6 REOUEKD TD eE t] S10RM � l• W. OtAK M WAY +O aus I ' IR fOAfaAi �I THE PANEL RVSYALLATI01r SINLl COMPLY WEfIH SPECS f.OM+NEO M THIS ORMWNC PLUS ANT BL111.0[ic AND 10MNC . � IA116 IftIOrM a NBI ,w •L• yq, I PANG IxFC1M Hw Ira, M . t� I eN 1RtaT ,y ; 1 RE4YAATX111S FRONDED BY TILE AJRBOFTION wtiLTl[ PERMIT n APPL[A TO. pevAILtINN 1 .. _ - ,R,. EII'rILNION ( NOR t KLOw) u lYr1EL LL'NO11, tl•,. fVMM,OM OIAtS 1 A. 9ERICS 2000 b15fALlATgN 6 APPLICt$E 10 Sf,011 AND OONBIL HUNG AND I/DRQOMAL ffi.IOERS STYLE +TVAOIeB M11E11 (Q R00Af i i fA Y. �Wr•...�� �" �w a �It fa0w) � A 710 =" PNIEL L1MMW% PANCL LD/O1M 1NSEKLAt+ON 8 IIFAIARCO TD BE P[RFORMED FROM THE W6WE OF SERLIC1lfK. ,t. Ai11WM MgOwf AND DOORS. INC. [ - 2 IMN6 STORM PANEL SrfT[Y`• 4 IWDR P6oBO. 7//8'1, � ! 7 Y . ] 39• � _•_.. _.... t �� S. ALSEE L ALUMWUM k3fRW'rONS TO Bf e063-16 ALLOY AND TEMPER. a aKi aw 32. �.- .,, , �_. ;'. - � �• ..--: _'. - — _._ ,.._.. ' twNO � �..� (SCE NOT[ ) �(LR4E� OTHERWISE N0E[0) 16. (0) 1T4S PRODUCT CVAlA1NIOM DOCUMENT (P.E.D.) PREPARED BY THIS ENfE1M[R IS OFIIEPoC rID DOES NOT PRONOC MFdI1M110N FOR A SIR SPCCPTC PROAECi; la. WHERE THE SITE CONDITIONS DEVHTE FROM THE v.C.O. l Ml ALUTAIM,NI StICE'L METAL USED Ai CLOSURES SMALL INVE 3105-HL4 KIAY. -'--..,.4- -._ ! } I ` — , , IWK t�glGtOw �' ..— ' _ _ 1 � _.__kl�,,. — -. �• I 7. ALL STEEL 9KEF METAL PANELS SIYLLi I HAVE STRUCRIRSTRUCTURALDUALITY STEEL. AM A-653 GRADE SO Min., OAIVAFfZCD STEEL (e) CON1NACt00VCT 6ALED L O CMDED . DOES Nor DEVIATE ram TK PURCIMBE AND INSTALlAT10N [ICLUOwO LRE SAFT.T' OF �-� i ( � �. 4 - � r _- _ OESM,IMIION N/Fy- SBA kRl (,Mt[R gOLLEpj. THIS DOCUMENT CONSTRUCTIONSAFETY At STtE IS THE COHiRACroR'S RESPONSIBILITY,CONDITIONS DETAILED ON W 'W IL ALL SCREWS TO K StA1Nlll8 ST[EL 304 CI 316 A151 SEWS OR CORROSION RESISTANT COATED CARBON SfEEI AS PER Or PLATEON(o) THIS PRODUCT ,Y/Y1N110N DOCUMENT WILL K CONSIDERED 1NVAtA, K It001F1[D. •° _ I '�"�"•,.� t'� i .�__ •� __ 7_:: 0,It"8 W/ 50 YIELD STRENGTH MO e0 M TENSILE STREIICTIII M S/R1Ll COMPLY W/ FLORIDAFlyRlARW DCODE SECTION tat 1.].].4 j • 1 ,IfON'OIN V - k-'90 I (e) 51tE SPECIFIC PROJECTS Sw1Ll K PREPARED BY A FLORIOA REOIST[RED ENGINES OR Al1CNHECT MHICN WILL e. BDIR TO BE ASHY A-307 GALVANIZEDlAELL, OR ASJ04 sflREs STAINLESS STEEL W+TN Ja ,nI MINIMUM rtE1D STROHDttH. BECOME THE E110REER aF RECDRD O.R.) FOR M PRo.ECr AND WHO WILL RE RESPONSIBLE FOR MC PROPS � I ` ••`^'. � r _� UKDF THEP.E.O. LNOOrFiR DF REOOW. ACTNc A6 A OElE0AlE0 OI01Nm1 TO ME PIA UIOIIrtOt. swlu - 10 TO WALL SIIALl K AS FOLL0IYS: St1BINt 1D THIS LATTER TIC WE 9PEM1C DRrYeJOi MR REVIEW (N HORS (4) SE1,YCGORDP•CA. SMALL BEAR THE DAZE AND ORIGINAL,SEAL AND SIGNATUREOF THE PROFESSIONALEN,IINEETt OF •� � w ® 1_.._j 1/4•P TAPCCY ANCHORS Af WNt1FACTURW it I,T W. BIAIDOt, RTC. MIN. Yo.]1f1 P.►1.) TWIT I CON. 1/4' . % 7/e• CALK -el FHChoVIS. AS 8Y DEwNT NYC. (MIN. t'c-J000 P.al. � � - GO,A. � -I EO :'' L•. i I t/4Y-EW � . Md. W//4Y-tW3/4S.i us. W/ 4- P PYMALE ID 8 PANEL]NTf PLUS ANCHORS. K NANVFACRMCO BY CLCA CWJ9wNIC1'ION PRODUCTS 0. in1/e• Nw NUT I.- t �t 10 ANnAtATe � ACCORDANCE wRH SECTION t 17 � OF FLORIDA BUILDING CODE. ONET UBEL SHALL BE APIACED ft1RPEVERY M[tMNO. I• (aeti . 3/Jr ow PUT Nut I I I 'T//r. ��]]�/.n• wwo ., , i o' '1TAf,totY"'�: ,/r ae I wAwaR �o �}p r4.J390 ) IAr[uNo To COMPLY WITH SECTION ,7oa.fa or THE FtAR1oA Bun.Dxa coot. �)L� � I ...�_.._1 I pf.l. I t�i I tArt1E11 « 1f In' O.c. � l 1 w ;.• 1 I ...._...t C• lAPc011 • S. O.C. 0 r O.C. t - ' ,IHttFAoeOW'(�ADOO�MM,1�AKpR7�M,gN AT /AOWDTN � :�a�MOOD_p!ATC ]/Jt• WIIKI NUT 2•N• 111000_PSILTi I '' F'[AML2 ID i .ANELwIC (BUS. AST) MINMUM FMBEDI/EM OF TAPCON ANCHORS MO POURCD CONCREE[ S/NLL BE 1 J/4• ANO x' FOR vANEL1JAtE W/ sTlo) I - //tt• ` Il l 1 t I • [ ,p• o.a IrIXAReD - - -� .1 � j ,7�d• ) ,+O ` '1,•_. I • K rurt� Ar ,ROR,OnrIy.L ' ' - Pa�ET1�Y1TIOrI er tsoeotN I� :! • trtyoo Fur[ \ _pti4' w000 F1Al[ 4 L At) rA �EMIf �oFa t�/sY % 7/ CALK -IN ANCHORS &rLl BE 15 7/9• INTO CONCRETE. No EMBEOMEUE INto 8[OUIEO o PN1ELliO[ � I I' ANY w fi �e 1/TIHII(AOLD w 1 fjsilow_ �_ I • IWN.-1DNIFJOEO POIE7RA11DN � � ._•=:. I I IR000 PLATE • «om PUTT T..' • e 1/4• os. W t a , >`- _. .-.--- 1/.- P-20 SS SIDEWALK eOLR USED SItALL BE LOW ENOLI®(StHOULD ANT .INTER MATERIAL EXIST) ro FNGLCE ]/.• AT I8011ERN AT NtDYRDtN Or PLATE INTO ANCtIdIB. A. T sawSCALE]/e'.1• AJ) IN USE THAT PREC/ST SIDRIE. PRECAST H:t)NCIIRE PAILS, OR PAVERb a FOUND ON THE EXISTRq WAIL OR �`al!�••••••• SCALE ]/e•-t 11AOR, ANCHORS SHALL BE LONG ENtlL10H TO REACH TH[ MAIN B[t+INO SUCH PANELS. APICIIDRAOE SHALL `�J •�II'EM�.''-,� 1 tt•+'N"'N BE AS ME/AWEO 1N At) AND M A2). 1R.AI,E 3/e•-+' fcALE 3/e•.+' P ILU -No.14167 �(P f /�• � :•••••.. ✓d (B) m ExISTNO r-..•..+5 Ra_cyx� 1■Ei 'Ii scwE J/B•. t' P; '�t•'EN '•. { SCALE �•' ••EiIS�•'••., FLORIDA WILDING CODE (Wish Veloel! NU cans Zell FLORIDA WILDING CODE VHIIDO NMMoom ,. nerAllmo,s ARE oar rMn FOR t1ULtlHNes won Asa oHt«Iat IaOf FLORIDA WILDING CODE Nl h V NurNeaM Zeno R1atl n,lDD. IKe F>•. -t TAPOOM uu� ANCHORS. AswF.w� IAtTURED Br�oeEwLLT INC. (r.,.tsoo P.. t.) .amR nrEm• re w ro .sss. -no PEF APO IMrn•s LOOM U to e•-r 4RRss 11L>Be. we rA. 1ST NO 14187 < r. 20 GAGE GALVANIZED STEEL BTOBN ►ANEI � 20 GAGE GAWAIBZED STEEL stolid PANEL ,r . [ 20 GAGE GALVANIZED STEEL (TORN PANEL ' eR,rl «: 1. RKTAt1AT10119 ARE oar ,wup FOR euAARns tMIN A.f"0. DESIGI Laos � * `. e•••I �' - I+•-,0 PANEIiMTE /EIIAIt p Atlp PANaWR PLUS ANCHORS, AS IAtNUFAC,IIR[O BY ELCO CONSTRUCT" •'•- 1tMr 11 t rOR ,EW w000 FRAME catTsl+fle+ow. wood ,t[Ilfna ro K saun,ow tN : * �- PROWICTf (rm-ioTt p.l) 4:- PRE Ie) a. r/ waste oos,lr or o.se OR EQUAL PROTECTION PRODUCTS, LLC. 01 yye UP ToaSS.s. -".a PSF ANDPwRCL•S LOOM UP It e•-r. GLOW ' --- _-_ ��• ATE - _ --. PROTECTION PRODUCTS. U.C. OIR• - - �'- PROTECTION now" LLC. , w a. Fat t1Ew wood rRAlc calaTRucltoll: wood ttweRs 10 K SOUTHERN•q w w • �L i C 0 INe. sin u e fHar 9'•., 0 �� E `i 0 INe. .pF{.I. Et fnaF v 0 INe. .em aw. Fa mFFT ���p••. fl 1 IM+t ti SSSN tNNE No. 2. w/ SPaA'IC oolsltr K ofT, OR COU4L ORl .• t1Nr, n m+4 � e4Ae e.�i'c::'• •::'E u w..tr Ra wr,l woc IiA)/1-,Wa root traa-0sT 20-178 tt`' .•.... ..«�P !.�-•rr.,F�I'+aw'� �_� ■ (Fw)nF••Tw, FAc tw7sR.-n•T 10-178 �a � tww w wW18: (fegfEF-Tf,4 COMPONENTS. FOR SERIES 2000 Bt 1000 E-Z HANG STORM PANELS (SCALE t/2-I) -'10.1es-(TOTAL WON)- _.____. �•- — � 1 ,- - - -.-------,t.9oo• (uFECTAR «sirlG-.-----_..__ _ _.________ � � i __-_ ! i - ' � ..-ispo• -f : ,, ---- - repo•-, ? ,. 1;1� OLOW Mo. THICK STEEL � 'Y�- 3.8W 3 1.1M• TYP. OAM wa'wuM 1 - � a-ao aLr Q STORM PANEL PANELS Err IN w/ HnIMfO QwC `o.250 �- Y ISOMETRIC VIEW tTA1L A ROlINOEp coINKR • U,Da of PANEL'S [ND UP w/ IHEeIrAED [tIOE (N T.S) n y0• Dee• eTn•) 6063 TS Nam. ALLOY x30- O2 REVERSED •h• TRACK NJ• t_ i tTYP•) O PAt1E� eoB,-Te Non. ,+tlor O RS'VFwD wU' TRACK HIM fe R 1 f0 NILL CONSIST of 0 PANELS. BOTTOM IO OF 1. ANGLE 126, I 2.060' __.. ... -. e• Mom, .._.. _. _ __ . J 10- 1'­.. �Iwl• tars 1'/2t t'/2 4 We a W/w ®• ® (f4 ttOeq � a ,w Ds,la[R Aa,WA4 teE _ Iw • fIaHKULtEKo"e=3`oN si°"iu*K00w i• 3ltw. Y tit ...T QOO (et+e«OR ,Fr1¢I IrtloeoR r+•1nl-IRnOIWR OAllO,)_?- at NOR L; ..aelR � .t. g3 wlnE .Snow IR"SEE tILCIWM6 Omit war '3Q NOTE 3 i�OR®w/ q, W/0®•Q /OA • yRr PANG OPD«IO EKKf���KMSIMHANG STORM N�D fOE ., rFNwA0T�FYOKA0 T GCN /.• HILL w �,/,' tAst EAR slLtt[ .1 LDiE3- (, ). �[�.•OE-,9®L3_Yd)0:' C - 1 LNrq STORM PAN[L SrSi[11 CONSISTING OF PAN. . Den,. T1NCIts TOP . BOTTOM, (1) 9WLLnr1AAIrISE��PROVOEO ALWAYS RE TOP OF ESI7CN 1W1CN OTHERWISE A STOP BAR (J) + 4�•-tom/•- w 7 � OF s,Mt�Tom�istiN� T [nirtR�oF T�wow EXTERIOR F�tAAKRs of ENO PANEL (4). IN CASE HINT END PPNeIs AIIE NOT COAIIRCIED ro BOTTOM CRACK C... A STOP BAR R ONIr USED AT TOP AT LEAST TWO PANFS.S 9MLL SE CONNEC7[0 ro BOTTOM TRACK I,Se1G SPECS NDICAT dr NOT[ 3) MM INAICCASE CONNECTION OF PA/af TO soTrolt iRACN WAY OCCUR cuR AT AMEL (S) SEE SECT N t•, S' ! .' ON SHCE1 N- SEE ANCHOR SCHEDULE ON SHEET 29. ..... 7 ]• ty,, 2/24 1'/24 pppErslE4 (tXc NOR A snoeT /' nn. CONCRETE: ANaOl6 l»••7 3' Yo.. pa wear a war ») I , In, Sea l�O'. x . . i•+�« PANS) (oto )iil ; R[ NDIt t, ♦ IE/Oe II I 1MIRI.Wt[ rTP•) MIOYM PAtLLS` 1/r 1 fy: 1GEaPAMkT°f""0M ie• • 1Afr M/R (� To K RIItAi1fJT AT rAa TYPICAL ELEVATION a'A•'o WHN7'Altrtn st tN1nyD[o w s'MRAcraTo eirlso E-bAN6 'STORM pdyop E� Z,gib RuloE a sRKxi,uRc wn[ ,nr . ,• ,a• Mt «, vt• ItAa owl" SECTION B-B Dings : enfa AFJI - ,• (+). KFWe110N K eaw,ne rem: E - 1 IIA/t0 STORM PANEL SYSTEM COIIISRIIIV6 OF PANEL SMALL BE S ES ONE WORM ON V1RACKb AT TOP t PARIfLWI[ PLUS OR IS' LONG Ai BOTTOM w/ PANf].MATES. (2). FIIO PANELS SNAIL ALWAYS SE CONNECIt� TO �f�I1i6 FILL ,TALL er MEANS OF rANELJNTES oR, r usm JpNALr w/ to TONG Q) TMCN a eotroM• END rANQS welt talc � / 1 4Y-2D.J 41'N1f10 T��(OtCLPT AS otlsEAfeED a41R/OAT"CA-s) //EI:'olA7MF4 (3). FDII hLSPS WHEN END PANELS AIIE IAE JOWILY M/ 19• TONG ®Af BUT [ILO TVytLS ARE NOT COte1PL'IED ro BORON 1MCK� 7I! STOP BM 911AL1 SE PRONGED AT TOP OF SUCJI PN[L5. (t). FOR It/SULLAlI0N5 WWp1 CND PANELS AND SOME tNRRIOR PwBprt,LTSDMARE Eq�AocO1REtnr wW�Y 4K■u�r M%sPIgNO $�0 NRL1aA,roN ANO IY! �]T0�/� LL Mtn. �dC.EP �AN� ioR01 HMS OAC80R PANEL USED r w/,L OOCB NOT NEED ro a WNNECt[D I. 9Y ANr MEANS- TRACK INSTALLED H�CMI =gAADP'S RETAINEDBr 1. LETE At RIGHT SIDE OF Ntt 1R'iRgR PA) HAVE (1) INTO POURED CONCRETE OR CONCRETE BLOCK awosW �ID'wRase' •` wa41R —� •. p`A19 er � �e1FRwN � � \ 5 ,\`;,;,,`• \' \`�.., ;\ 1 a• �i ReOYOfR [:_ I 1 � •-�-_... ,RINK .WC Pt 1 ' , 1 VN• Ap,a b V J. 6 , I 1 1 � a wR'vr'�n i b "IN In on t A OIAI. I 1 1 + ERF otaRA. 1 L I C rr T ` M r « F� 1 PANEL LENGTH DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATNG (p.e.f.) (SEE SECTIONS) TO GLASS CONOI110N +55.0, -72.0 2 3/4• UNBOLTED we uFcoN ""ORSf -- r O.C. caxcare weN REQUIRED tl I 1 + M RwM10 w ITIR NTO INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM EXISTING POURED CONCRETE OR CONCRETE BLACK STRUCTURES t/A' TAPCON M1CfIOR3 1[4' IAFCON N1010R6 _ /[I' T1PC0/1 NVOIORf ROCK 71DolARtD " 1 ""` ROOc R[OHIAIED '' 1 BLOCK REOtItREO i �Jl i 7 1/P I I1/1- j t/l• ' eVn as u fi j � He DIASf I rAAss i _ :._... . I nHISTeIBJ � � EIIE7IIIQ,J I 1 � � CAW fig I I 1 � "Al .cp I co• E.o.• ; ca• Eo• o ; 1/t - i_t/tY-21A3{•S.s Ns «/ J' 1/tY-]AS�t3s N.s «/ /� • (-' , '/ax WIND Nul WASHER � � - - T/BYa,/3: WINO NUT WASHER I � ♦ 7/OY . 3nY WM NUT 9v7 e"A . 3/SY WYr f • it 1/Y O.C. 12 t/2• D.C, .i (BEYOND) 1 ,�AtlQ �i,K� • �• TTASi101 (SEtDND) I ! t iAPOON AMJIM 1 T,� 1 Y tAPCON 1 4• TAPCON AICIHORS t/•/' IPWII AMbgR6 :_.. __li t t/t• o.a -_" a o.e. �4 Ile D.C. • t 1/2- oc (sT•ofDREo «/ solo) (STNAaG[D w/ Ell D) COIL =owme+t R KCORNe sow - OR CONCRETE .opt CONM.FOAM _ TE ON CONCRETE00'.Boat REQUIRED, RkRUb I�L��T RTiNN$m OfAIARED �� �LlIE�iAEI� PAtlEL �R t mn!JJ' .PAtlEL SCALE 3,W-1• SCALE 3/8•-1' SCALE 3n•-1' SCALE 3/e-t' Alum 111E Rfi OHM Is 1 20Pal ANCHORSTYK It ,w� .. iRACRq FOA RA,M1ATRtb IMO t100D rRtIW suaoRta l t► mom suave . IIPIIKM AIK11011 YKF106 MRAMC RZ O«4,AY AM ,1OR'A160 ON 111E •aa,Nre �W e�J S ri'IEOIAt PopLA. ItK 1Ww AMCON Mtrl OPatN Rn•, N a 9011RIAf ,YO,IC[ wttagR frrRO of PtA,lnrMo tlt•ILK w1oRN OR w,tOUE IORA lu � Rtpp1 K M rOtiOeeq FAL'IOa. TOR 1l16 OPOWION TO K talellLl IWaIOro stwreo nswllta oNn rAcroll tPru NOT y 'jr ---- K umm THW nrNM INC" RIOrrA1lD - tm- roIl EACH ANCHOR TYPE ON M fp1E0Oli FLORIDA OR INSTALLATION DETAILS FOR OPTION j2 FOR LIFE SAFELY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES t tAIL'ON At1011ORf , 4 tAPCON VVrtItOA6 oNHMEtN,oc�T' oorattaTEwocK, REQUIRE! � RCOUMEO � 1 E.O.• , ' - I EA• 1 1 ii I I I _J '. 1. �,t-TO II MNEIAMTE PLUS W/ �]t�Yt/ /� ' wwo rM wNHDr eLouH WALL .YQY ELATION LAR PANfI 014 Pont SWAM 3 �� 1NIE t/1S 1 t•• oa star is a to ra ANeNeta TwW • a,a„ tIMOeM FOIL M,AtU11Mt6 win RWOo /INK eIRO•le. M RIOb lRae 7 3 IaMY ANCHOR eRrcws Na MNtiNI coat WEaCAR. R«KAm M i w , O +, IGE0E RRcoLOW THAN NUGRan w PH fcEARmtMuO R wwoR sPAcw sr tAteteErRa lArAlo tRKtwN ar fC,IftLAt All Y RpeR N M raLDwo FAtTo1n MR ARe ! „�• �• _ O/'OwelfN A K PM" fm11C[e frRcw ,sweo taRo FADmIt 1RLtla NOT- K IJ■ 1Nw 1RIRRNIY fl•rCtN6 RIOIOOfO ... ,, Ellatee IOII t ANCHOR „PE ON iM{ SCHEDULE 31 ar ,s E ' 1 L I � �••P aneAw I ` ./T !• i Y . ]/SY wM0 NUf wLL91Ot (KroNo) -' RMLOOesNt%tTECON�RocN >dAt ICALJ„AII4D UffMnA w...- SCALE s/r-I' � Ile LSERIES IOW Or LENGTH L PREPARED MWAOXTURPID FACTURE STORM PANEL MANU &-ME BE LOCATED ON A VISIBLE LOCAMN 3/32- VIM IT STRICTURIf Reee AL IV AS ~ACILIRED TA E INSTALLATION DETAILS FOR OPTION 92 FOR LIFE MEETY STORY PANEL SYSTEM E1]�' A+�••++r rvF� vc Lntu r,vn yr nvt3Hs,K`,E vn ur c �.•.r c r , .a t vnlw rnFtc.� J L J i Glel OElEJtIIL NOTES. AFAR E-2 ISAsIG E,OR11 PMlt ST■EE3f INTO EXISTING WOOD STRUCTURES t e-t NANG STORM PANEL sIOwW ON THIS PRODUCE EVALIMTtON DoeuMETtr (P.EDJ HAS BEEN vERN'1ED FOR eallPutAICE IN B.,) MwKww EMBEDMENT of TAPCOM ANCHORS Awo PAIVELYATE FEMALE ID s PANaMAn PLUG INTO CONCRETE I AccoRDarcE WITH 11K 1020 (70 EDITION) OF DIE FLONaA BIRDRIO CODE. ROCK SHALL K t 1/4• I f (iI � 1 • � 41 DESIGN WIND LOADS SHALL SE OEtF3RAeE0 A8 PER SECTION 1620 OF THE AIM 1RM040 CODE, 12) AIfrN1XA ElteEDldt OF t/tY % 7/8' CAllt-N AIKrIORS 9HAll K IS )/r INTO twNCMT[- t �ppp F'011 A w01D SPf® As Rt17UMED to THE JUR15016T10R1 THESE yR1TTERe WILL li[ RKiKIEQ ANO NO EMBEDMENT IM'0 NIY FfOSN IUATERYL fKN1 BE PEIINRRD. r... BNALL N . • • I . _WOOO�t[AOtR ,. wGObq�KfOIDDT FOR A DYKCTIONAUR' F'ACEOR KO-0.85. usfiC A91X 7-Te NOT C%CEED THE NAIfINUM AS.D.) 1/.• ,1-20 55 s[>QITALIt BOLR V9io SHALT BE LONG dOUDR(SHOULD Mlr nWSf1 I/AtERNI 4DSY) t0 K .. Il '. wr , "` � � REOIWRD -•.'� � DCSW11 PR[ PLITKYO'i INDICTED ON SHEETS 28 � 26. [NOAD! J/.' DAD ANCHORS. ff t/4Y TAPCOIY ! r O.C. � 1 .1 tAPC011 0 r O.C. tY 7ARCp1TKOdt • t 4Y NI ORDER TO 4ERIFY 7NE ABOVE CONDEEgN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 �.-_...�1 tn• ItItL tMRFAKO - ..�t tn• MN. 11RWAOEL i'. 1�/t 1/Y MN. 1NKAOEO i 1 _.. -T�1 t/t• Ytl. MWAD® PbIC�A110N AT ,1000 , � I PCTETKITON AT w000 9W1 K FIRST REDUCED R1 AS.O. OCS[iN WMD LOADS BY 1RJLtIPLYNG 111UA BY 0.8 NI ORDER tD SJ) IN CASE 1FMT PRECAST SEONC, OR PREG1fT CONCRETE PANELS BE FONNO ON THE E%KTN6 WALL. . 7tDN Ar R000 11011 p w000 POIE1MTg11 AT WOOD �' 't 710N A7 1100D NUDE. I MGOnt TO COMPARE I/RSSE W/ 11A1t. (AS.D) DESIGN PIIFSSIIRE RAT1110$ INDICATED ON STIFEES tD • te. ANCHORS 9LYl. SE LONG OIOLl6N ro RFItCN THE IAANI STRUCTURE ■,eIIO SUCH PArtn.S. NKagRAOP teAou � ttrAlER �'� 1FIAOCA I' IfA001 SNAIL K AE MENTIONED IN f.l) AND w e.2). � �� �-�. nl ORDER TO vEla-v THAT tatvoRXurs AND AA1CrIOR5 ON tLsf P.E.D. AS TESTED HERE NOT OKR srlLEsxD, A SJs INCREASE �` T, 1„• rit Y t,,. f. , ; ,y 1n• ,/.• ,t� t/t' ,/.• NI ALIDWMRE srREss MR WIND IAAIIS WAS ME USED us®N THEIR ANAlryi. /ASIENER$ fPAG111O *0 WOOD HAS eEOt t/�1' TT/a• ! /r 1/,• Min j 1 oETO1R8IIED M ACCORDANCE WITH N.O-S. 20+9. (C) ANCtIDRS sNALt a IN$TALLEp ItOt.LOH1IINC KI of THE ROCOWDEAATOHS AND SPEmF,attoNs tX THE A,ILM011's / . '1 ' i ' -- � IAArIL1I'ACTIeER. �. f x• , T Y WOOD HEADER W1000 t4W€,R_ x 41DR1 PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BCE71 rEWIPRD M ACCORDANCE WITH S[CEgN 1626 OF /, � Ib,. ` � 1 Rh. , •, , Mh , _ / I ,• � tA• gE0uNE0'_.. ', t A"RE0IARED I THE ABOVE MENTIONED CODE AS PER FENESIRIITIWI T[S1YlG LABORATORY. INC. BEFORE 12032, K PROTOCOLS iAS-201. It IT SHALL BE THE' RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EOUNONE55 OF THE STRUCTURimm USE NNEIIE SMITEER TAS-xOx AND tAf-tOJ. H TO B[ ATTACHED TO 0151IRE PROPER /VN.YIORIGE TI[5 S/RJTTEA SIWi. ONLY BE ATTACHED TO CONCRCIE, ROCK j CPA , i I I i 0� WDW TRAM[ BtIAANICS. `: - I 'iaA. ', ,-�-. 9PlE. � , L971VE. ; r� 1 1 �. - �•• �- 1 I iC � _ 2 THIS SSTEM NA6 BEEN DESIGNED To BE WETALLED DR riiE oLA81DE a THE OPEMNO A1:OESSRI6 THE OPENRW TTtON THE � FROM TR MSIDE OFE KgERA LADDERUD1URE. DR LXT. HIS APIS VAW W71EN OIBTA11ATgN If IMCWXO TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR ,b TO BTX/CAl1UC ALL SHUTTER tIO1MONENI COOTS WWdi REMAIN M 00IITWll01A CD CONTACT r1T01 THE BUILDING ID PglVEM twND/RAM INTRUSION. CAUIIt AND SEAT SHUTTER! TRACKS AU. AROUND FU I i I ,tR. fOAArRM I w wr•RNvt i ,w nav,MTeN 1 lDW111• I�IMG I ' (eCE ,oR 1 enOw, [>ti1Rq dQ RD,t1AAt Lea. NDI[ N oVeR i 1 ,Awes -0a toR.uA (!FE 1grC 1 l0 PIA. ]• PERFORIIFA FROM RISIOE BTRUCEURE. S►IC/F A/q OOURE fN1MO SM[ WNgOWS VMd W5fALLAl10N 6 REOUEKD TD eE t] S10RM � l• W. OtAK M WAY +O aus I ' IR fOAfaAi �I THE PANEL RVSYALLATI01r SINLl COMPLY WEfIH SPECS f.OM+NEO M THIS ORMWNC PLUS ANT BL111.0[ic AND 10MNC . � IA116 IftIOrM a NBI ,w •L• yq, I PANG IxFC1M Hw Ira, M . t� I eN 1RtaT ,y ; 1 RE4YAATX111S FRONDED BY TILE AJRBOFTION wtiLTl[ PERMIT n APPL[A TO. pevAILtINN 1 .. _ - ,R,. EII'rILNION ( NOR t KLOw) u lYr1EL LL'NO11, tl•,. fVMM,OM OIAtS 1 A. 9ERICS 2000 b15fALlATgN 6 APPLICt$E 10 Sf,011 AND OONBIL HUNG AND I/DRQOMAL ffi.IOERS STYLE +TVAOIeB M11E11 (Q R00Af i i fA Y. �Wr•...�� �" �w a �It fa0w) � A 710 =" PNIEL L1MMW% PANCL LD/O1M 1NSEKLAt+ON 8 IIFAIARCO TD BE P[RFORMED FROM THE W6WE OF SERLIC1lfK. ,t. Ai11WM MgOwf AND DOORS. INC. [ - 2 IMN6 STORM PANEL SrfT[Y`• 4 IWDR P6oBO. 7//8'1, � ! 7 Y . ] 39• � _•_.. _.... t �� S. ALSEE L ALUMWUM k3fRW'rONS TO Bf e063-16 ALLOY AND TEMPER. a aKi aw 32. �.- .,, , �_. ;'. - � �• ..--: _'. - — _._ ,.._.. ' twNO � �..� (SCE NOT[ ) �(LR4E� OTHERWISE N0E[0) 16. (0) 1T4S PRODUCT CVAlA1NIOM DOCUMENT (P.E.D.) PREPARED BY THIS ENfE1M[R IS OFIIEPoC rID DOES NOT PRONOC MFdI1M110N FOR A SIR SPCCPTC PROAECi; la. WHERE THE SITE CONDITIONS DEVHTE FROM THE v.C.O. l Ml ALUTAIM,NI StICE'L METAL USED Ai CLOSURES SMALL INVE 3105-HL4 KIAY. -'--..,.4- -._ ! } I ` — , , IWK t�glGtOw �' ..— ' _ _ 1 � _.__kl�,,. — -. �• I 7. ALL STEEL 9KEF METAL PANELS SIYLLi I HAVE STRUCRIRSTRUCTURALDUALITY STEEL. AM A-653 GRADE SO Min., OAIVAFfZCD STEEL (e) CON1NACt00VCT 6ALED L O CMDED . DOES Nor DEVIATE ram TK PURCIMBE AND INSTALlAT10N [ICLUOwO LRE SAFT.T' OF �-� i ( � �. 4 - � r _- _ OESM,IMIION N/Fy- SBA kRl (,Mt[R gOLLEpj. THIS DOCUMENT CONSTRUCTIONSAFETY At STtE IS THE COHiRACroR'S RESPONSIBILITY,CONDITIONS DETAILED ON W 'W IL ALL SCREWS TO K StA1Nlll8 ST[EL 304 CI 316 A151 SEWS OR CORROSION RESISTANT COATED CARBON SfEEI AS PER Or PLATEON(o) THIS PRODUCT ,Y/Y1N110N DOCUMENT WILL K CONSIDERED 1NVAtA, K It001F1[D. •° _ I '�"�"•,.� t'� i .�__ •� __ 7_:: 0,It"8 W/ 50 YIELD STRENGTH MO e0 M TENSILE STREIICTIII M S/R1Ll COMPLY W/ FLORIDAFlyRlARW DCODE SECTION tat 1.].].4 j • 1 ,IfON'OIN V - k-'90 I (e) 51tE SPECIFIC PROJECTS Sw1Ll K PREPARED BY A FLORIOA REOIST[RED ENGINES OR Al1CNHECT MHICN WILL e. BDIR TO BE ASHY A-307 GALVANIZEDlAELL, OR ASJ04 sflREs STAINLESS STEEL W+TN Ja ,nI MINIMUM rtE1D STROHDttH. BECOME THE E110REER aF RECDRD O.R.) FOR M PRo.ECr AND WHO WILL RE RESPONSIBLE FOR MC PROPS � I ` ••`^'. � r _� UKDF THEP.E.O. LNOOrFiR DF REOOW. ACTNc A6 A OElE0AlE0 OI01Nm1 TO ME PIA UIOIIrtOt. swlu - 10 TO WALL SIIALl K AS FOLL0IYS: St1BINt 1D THIS LATTER TIC WE 9PEM1C DRrYeJOi MR REVIEW (N HORS (4) SE1,YCGORDP•CA. SMALL BEAR THE DAZE AND ORIGINAL,SEAL AND SIGNATUREOF THE PROFESSIONALEN,IINEETt OF •� � w ® 1_.._j 1/4•P TAPCCY ANCHORS Af WNt1FACTURW it I,T W. BIAIDOt, RTC. MIN. Yo.]1f1 P.►1.) TWIT I CON. 1/4' . % 7/e• CALK -el FHChoVIS. AS 8Y DEwNT NYC. (MIN. t'c-J000 P.al. � � - GO,A. � -I EO :'' L•. i I t/4Y-EW � . Md. W//4Y-tW3/4S.i us. W/ 4- P PYMALE ID 8 PANEL]NTf PLUS ANCHORS. K NANVFACRMCO BY CLCA CWJ9wNIC1'ION PRODUCTS 0. in1/e• Nw NUT I.- t �t 10 ANnAtATe � ACCORDANCE wRH SECTION t 17 � OF FLORIDA BUILDING CODE. ONET UBEL SHALL BE APIACED ft1RPEVERY M[tMNO. I• (aeti . 3/Jr ow PUT Nut I I I 'T//r. ��]]�/.n• wwo ., , i o' '1TAf,totY"'�: ,/r ae I wAwaR �o �}p r4.J390 ) IAr[uNo To COMPLY WITH SECTION ,7oa.fa or THE FtAR1oA Bun.Dxa coot. �)L� � I ...�_.._1 I pf.l. I t�i I tArt1E11 « 1f In' O.c. � l 1 w ;.• 1 I ...._...t C• lAPc011 • S. O.C. 0 r O.C. t - ' ,IHttFAoeOW'(�ADOO�MM,1�AKpR7�M,gN AT /AOWDTN � :�a�MOOD_p!ATC ]/Jt• WIIKI NUT 2•N• 111000_PSILTi I '' F'[AML2 ID i .ANELwIC (BUS. AST) MINMUM FMBEDI/EM OF TAPCON ANCHORS MO POURCD CONCREE[ S/NLL BE 1 J/4• ANO x' FOR vANEL1JAtE W/ sTlo) I - //tt• ` Il l 1 t I • [ ,p• o.a IrIXAReD - - -� .1 � j ,7�d• ) ,+O ` '1,•_. I • K rurt� Ar ,ROR,OnrIy.L ' ' - Pa�ET1�Y1TIOrI er tsoeotN I� :! • trtyoo Fur[ \ _pti4' w000 F1Al[ 4 L At) rA �EMIf �oFa t�/sY % 7/ CALK -IN ANCHORS &rLl BE 15 7/9• INTO CONCRETE. No EMBEOMEUE INto 8[OUIEO o PN1ELliO[ � I I' ANY w fi �e 1/TIHII(AOLD w 1 fjsilow_ �_ I • IWN.-1DNIFJOEO POIE7RA11DN � � ._•=:. I I IR000 PLATE • «om PUTT T..' • e 1/4• os. W t a , >`- _. .-.--- 1/.- P-20 SS SIDEWALK eOLR USED SItALL BE LOW ENOLI®(StHOULD ANT .INTER MATERIAL EXIST) ro FNGLCE ]/.• AT I8011ERN AT NtDYRDtN Or PLATE INTO ANCtIdIB. A. T sawSCALE]/e'.1• AJ) IN USE THAT PREC/ST SIDRIE. PRECAST H:t)NCIIRE PAILS, OR PAVERb a FOUND ON THE EXISTRq WAIL OR �`al!�••••••• SCALE ]/e•-t 11AOR, ANCHORS SHALL BE LONG ENtlL10H TO REACH TH[ MAIN B[t+INO SUCH PANELS. APICIIDRAOE SHALL `�J •�II'EM�.''-,� 1 tt•+'N"'N BE AS ME/AWEO 1N At) AND M A2). 1R.AI,E 3/e•-+' fcALE 3/e•.+' P ILU -No.14167 �(P f /�• � :•••••.. ✓d (B) m ExISTNO r-..•..+5 Ra_cyx� 1■Ei 'Ii scwE J/B•. t' P; '�t•'EN '•. { SCALE �•' ••EiIS�•'••., FLORIDA WILDING CODE (Wish Veloel! NU cans Zell FLORIDA WILDING CODE VHIIDO NMMoom ,. nerAllmo,s ARE oar rMn FOR t1ULtlHNes won Asa oHt«Iat IaOf FLORIDA WILDING CODE Nl h V NurNeaM Zeno R1atl n,lDD. IKe F>•. -t TAPOOM uu� ANCHORS. AswF.w� IAtTURED Br�oeEwLLT INC. (r.,.tsoo P.. t.) .amR nrEm• re w ro .sss. -no PEF APO IMrn•s LOOM U to e•-r 4RRss 11L>Be. we rA. 1ST NO 14187 < r. 20 GAGE GALVANIZED STEEL BTOBN ►ANEI � 20 GAGE GAWAIBZED STEEL stolid PANEL ,r . [ 20 GAGE GALVANIZED STEEL (TORN PANEL ' eR,rl «: 1. RKTAt1AT10119 ARE oar ,wup FOR euAARns tMIN A.f"0. DESIGI Laos � * `. e•••I �' - I+•-,0 PANEIiMTE /EIIAIt p Atlp PANaWR PLUS ANCHORS, AS IAtNUFAC,IIR[O BY ELCO CONSTRUCT" •'•- 1tMr 11 t rOR ,EW w000 FRAME catTsl+fle+ow. wood ,t[Ilfna ro K saun,ow tN : * �- PROWICTf (rm-ioTt p.l) 4:- PRE Ie) a. r/ waste oos,lr or o.se OR EQUAL PROTECTION PRODUCTS, LLC. 01 yye UP ToaSS.s. -".a PSF ANDPwRCL•S LOOM UP It e•-r. GLOW ' --- _-_ ��• ATE - _ --. PROTECTION PRODUCTS. U.C. OIR• - - �'- PROTECTION now" LLC. , w a. Fat t1Ew wood rRAlc calaTRucltoll: wood ttweRs 10 K SOUTHERN•q w w • �L i C 0 INe. sin u e fHar 9'•., 0 �� E `i 0 INe. .pF{.I. Et fnaF v 0 INe. .em aw. Fa mFFT ���p••. fl 1 IM+t ti SSSN tNNE No. 2. w/ SPaA'IC oolsltr K ofT, OR COU4L ORl .• t1Nr, n m+4 � e4Ae e.�i'c::'• •::'E u w..tr Ra wr,l woc IiA)/1-,Wa root traa-0sT 20-178 tt`' .•.... ..«�P !.�-•rr.,F�I'+aw'� �_� ■ (Fw)nF••Tw, FAc tw7sR.-n•T 10-178 �a � tww w wW18: (fegfEF-Tf,4 COMPONENTS. FOR SERIES 2000 Bt 1000 E-Z HANG STORM PANELS (SCALE t/2-I) -'10.1es-(TOTAL WON)- _.____. �•- — � 1 ,- - - -.-------,t.9oo• (uFECTAR «sirlG-.-----_..__ _ _.________ � � i __-_ ! i - ' � ..-ispo• -f : ,, ---- - repo•-, ? ,. 1;1� OLOW Mo. THICK STEEL � 'Y�- 3.8W 3 1.1M• TYP. OAM wa'wuM 1 - � a-ao aLr Q STORM PANEL PANELS Err IN w/ HnIMfO QwC `o.250 �- Y ISOMETRIC VIEW tTA1L A ROlINOEp coINKR • U,Da of PANEL'S [ND UP w/ IHEeIrAED [tIOE (N T.S) n y0• Dee• eTn•) 6063 TS Nam. ALLOY x30- O2 REVERSED •h• TRACK NJ• t_ i tTYP•) O PAt1E� eoB,-Te Non. ,+tlor O RS'VFwD wU' TRACK HIM fe R 1 f0 NILL CONSIST of 0 PANELS. BOTTOM IO OF 1. ANGLE 126, I 2.060' __.. ... -. e• Mom, .._.. _. _ __ . J 10- 1'­.. �Iwl• tars 1'/2t t'/2 4 We a W/w ®• ® (f4 ttOeq � a ,w Ds,la[R Aa,WA4 teE _ Iw • fIaHKULtEKo"e=3`oN si°"iu*K00w i• 3ltw. Y tit ...T QOO (et+e«OR ,Fr1¢I IrtloeoR r+•1nl-IRnOIWR OAllO,)_?- at NOR L; ..aelR � .t. g3 wlnE .Snow IR"SEE tILCIWM6 Omit war '3Q NOTE 3 i�OR®w/ q, W/0®•Q /OA • yRr PANG OPD«IO EKKf���KMSIMHANG STORM N�D fOE ., rFNwA0T�FYOKA0 T GCN /.• HILL w �,/,' tAst EAR slLtt[ .1 LDiE3- (, ). �[�.•OE-,9®L3_Yd)0:' C - 1 LNrq STORM PAN[L SrSi[11 CONSISTING OF PAN. . Den,. T1NCIts TOP . BOTTOM, (1) 9WLLnr1AAIrISE��PROVOEO ALWAYS RE TOP OF ESI7CN 1W1CN OTHERWISE A STOP BAR (J) + 4�•-tom/•- w 7 � OF s,Mt�Tom�istiN� T [nirtR�oF T�wow EXTERIOR F�tAAKRs of ENO PANEL (4). IN CASE HINT END PPNeIs AIIE NOT COAIIRCIED ro BOTTOM CRACK C... A STOP BAR R ONIr USED AT TOP AT LEAST TWO PANFS.S 9MLL SE CONNEC7[0 ro BOTTOM TRACK I,Se1G SPECS NDICAT dr NOT[ 3) MM INAICCASE CONNECTION OF PA/af TO soTrolt iRACN WAY OCCUR cuR AT AMEL (S) SEE SECT N t•, S' ! .' ON SHCE1 N- SEE ANCHOR SCHEDULE ON SHEET 29. ..... 7 ]• ty,, 2/24 1'/24 pppErslE4 (tXc NOR A snoeT /' nn. CONCRETE: ANaOl6 l»••7 3' Yo.. pa wear a war ») I , In, Sea l�O'. x . . i•+�« PANS) (oto )iil ; R[ NDIt t, ♦ IE/Oe II I 1MIRI.Wt[ rTP•) MIOYM PAtLLS` 1/r 1 fy: 1GEaPAMkT°f""0M ie• • 1Afr M/R (� To K RIItAi1fJT AT rAa TYPICAL ELEVATION a'A•'o WHN7'Altrtn st tN1nyD[o w s'MRAcraTo eirlso E-bAN6 'STORM pdyop E� Z,gib RuloE a sRKxi,uRc wn[ ,nr . ,• ,a• Mt «, vt• ItAa owl" SECTION B-B Dings : enfa AFJI - ,• (+). KFWe110N K eaw,ne rem: E - 1 IIA/t0 STORM PANEL SYSTEM COIIISRIIIV6 OF PANEL SMALL BE S ES ONE WORM ON V1RACKb AT TOP t PARIfLWI[ PLUS OR IS' LONG Ai BOTTOM w/ PANf].MATES. (2). FIIO PANELS SNAIL ALWAYS SE CONNECIt� TO �f�I1i6 FILL ,TALL er MEANS OF rANELJNTES oR, r usm JpNALr w/ to TONG Q) TMCN a eotroM• END rANQS welt talc � / 1 4Y-2D.J 41'N1f10 T��(OtCLPT AS otlsEAfeED a41R/OAT"CA-s) //EI:'olA7MF4 (3). FDII hLSPS WHEN END PANELS AIIE IAE JOWILY M/ 19• TONG ®Af BUT [ILO TVytLS ARE NOT COte1PL'IED ro BORON 1MCK� 7I! STOP BM 911AL1 SE PRONGED AT TOP OF SUCJI PN[L5. (t). FOR It/SULLAlI0N5 WWp1 CND PANELS AND SOME tNRRIOR PwBprt,LTSDMARE Eq�AocO1REtnr wW�Y 4K■u�r M%sPIgNO $�0 NRL1aA,roN ANO IY! �]T0�/� LL Mtn. �dC.EP �AN� ioR01 HMS OAC80R PANEL USED r w/,L OOCB NOT NEED ro a WNNECt[D I. 9Y ANr MEANS- TRACK INSTALLED H�CMI =gAADP'S RETAINEDBr 1. LETE At RIGHT SIDE OF Ntt 1R'iRgR PA) HAVE (1) INTO POURED CONCRETE OR CONCRETE BLOCK awosW �ID'wRase' •` wa41R —� •. p`A19 er � �e1FRwN � � \ 5 ,\`;,;,,`• \' \`�.., ;\ 1 a• �i ReOYOfR [:_ I 1 � •-�-_... ,RINK .WC Pt 1 ' , 1 VN• Ap,a b V J. 6 , I 1 1 � a wR'vr'�n i b "IN In on t A OIAI. I 1 1 + ERF otaRA. 1 L I C rr T ` M r « F� 1 uFcoN ""ORSf -- r O.C. caxcare weN REQUIRED tl I 1 + M RwM10 w ITIR NTO INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM EXISTING POURED CONCRETE OR CONCRETE BLACK STRUCTURES t/A' TAPCON M1CfIOR3 1[4' IAFCON N1010R6 _ /[I' T1PC0/1 NVOIORf ROCK 71DolARtD " 1 ""` ROOc R[OHIAIED '' 1 BLOCK REOtItREO i �Jl i 7 1/P I I1/1- j t/l• ' eVn as u fi j � He DIASf I rAAss i _ :._... . I nHISTeIBJ � � EIIE7IIIQ,J I 1 � � CAW fig I I 1 � "Al .cp I co• E.o.• ; ca• Eo• o ; 1/t - i_t/tY-21A3{•S.s Ns «/ J' 1/tY-]AS�t3s N.s «/ /� • (-' , '/ax WIND Nul WASHER � � - - T/BYa,/3: WINO NUT WASHER I � ♦ 7/OY . 3nY WM NUT 9v7 e"A . 3/SY WYr f • it 1/Y O.C. 12 t/2• D.C, .i (BEYOND) 1 ,�AtlQ �i,K� • �• TTASi101 (SEtDND) I ! t iAPOON AMJIM 1 T,� 1 Y tAPCON 1 4• TAPCON AICIHORS t/•/' IPWII AMbgR6 :_.. __li t t/t• o.a -_" a o.e. �4 Ile D.C. • t 1/2- oc (sT•ofDREo «/ solo) (STNAaG[D w/ Ell D) COIL =owme+t R KCORNe sow - OR CONCRETE .opt CONM.FOAM _ TE ON CONCRETE00'.Boat REQUIRED, RkRUb I�L��T RTiNN$m OfAIARED �� �LlIE�iAEI� PAtlEL �R t mn!JJ' .PAtlEL SCALE 3,W-1• SCALE 3/8•-1' SCALE 3n•-1' SCALE 3/e-t' Alum 111E Rfi OHM Is 1 20Pal ANCHORSTYK It ,w� .. iRACRq FOA RA,M1ATRtb IMO t100D rRtIW suaoRta l t► mom suave . IIPIIKM AIK11011 YKF106 MRAMC RZ O«4,AY AM ,1OR'A160 ON 111E •aa,Nre �W e�J S ri'IEOIAt PopLA. ItK 1Ww AMCON Mtrl OPatN Rn•, N a 9011RIAf ,YO,IC[ wttagR frrRO of PtA,lnrMo tlt•ILK w1oRN OR w,tOUE IORA lu � Rtpp1 K M rOtiOeeq FAL'IOa. TOR 1l16 OPOWION TO K talellLl IWaIOro stwreo nswllta oNn rAcroll tPru NOT y 'jr ---- K umm THW nrNM INC" RIOrrA1lD - tm- roIl EACH ANCHOR TYPE ON M fp1E0Oli FLORIDA OR INSTALLATION DETAILS FOR OPTION j2 FOR LIFE SAFELY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES t tAIL'ON At1011ORf , 4 tAPCON VVrtItOA6 oNHMEtN,oc�T' oorattaTEwocK, REQUIRE! � RCOUMEO � 1 E.O.• , ' - I EA• 1 1 ii I I I _J '. 1. �,t-TO II MNEIAMTE PLUS W/ �]t�Yt/ /� ' wwo rM wNHDr eLouH WALL .YQY ELATION LAR PANfI 014 Pont SWAM 3 �� 1NIE t/1S 1 t•• oa star is a to ra ANeNeta TwW • a,a„ tIMOeM FOIL M,AtU11Mt6 win RWOo /INK eIRO•le. M RIOb lRae 7 3 IaMY ANCHOR eRrcws Na MNtiNI coat WEaCAR. R«KAm M i w , O +, IGE0E RRcoLOW THAN NUGRan w PH fcEARmtMuO R wwoR sPAcw sr tAteteErRa lArAlo tRKtwN ar fC,IftLAt All Y RpeR N M raLDwo FAtTo1n MR ARe ! „�• �• _ O/'OwelfN A K PM" fm11C[e frRcw ,sweo taRo FADmIt 1RLtla NOT- K IJ■ 1Nw 1RIRRNIY fl•rCtN6 RIOIOOfO ... ,, Ellatee IOII t ANCHOR „PE ON iM{ SCHEDULE 31 ar ,s E ' 1 L I � �••P aneAw I ` ./T !• i Y . ]/SY wM0 NUf wLL91Ot (KroNo) -' RMLOOesNt%tTECON�RocN >dAt ICALJ„AII4D UffMnA w...- SCALE s/r-I' � Ile LSERIES IOW Or LENGTH L PREPARED MWAOXTURPID FACTURE STORM PANEL MANU &-ME BE LOCATED ON A VISIBLE LOCAMN 3/32- VIM IT STRICTURIf Reee AL IV AS ~ACILIRED TA E INSTALLATION DETAILS FOR OPTION 92 FOR LIFE MEETY STORY PANEL SYSTEM E1]�' A+�••++r rvF� vc Lntu r,vn yr nvt3Hs,K`,E vn ur c �.•.r c r , .a t vnlw rnFtc.� J L J i Glel OElEJtIIL NOTES. AFAR E-2 ISAsIG E,OR11 PMlt ST■EE3f INTO EXISTING WOOD STRUCTURES t e-t NANG STORM PANEL sIOwW ON THIS PRODUCE EVALIMTtON DoeuMETtr (P.EDJ HAS BEEN vERN'1ED FOR eallPutAICE IN B.,) MwKww EMBEDMENT of TAPCOM ANCHORS Awo PAIVELYATE FEMALE ID s PANaMAn PLUG INTO CONCRETE I AccoRDarcE WITH 11K 1020 (70 EDITION) OF DIE FLONaA BIRDRIO CODE. ROCK SHALL K t 1/4• I f (iI � 1 • � 41 DESIGN WIND LOADS SHALL SE OEtF3RAeE0 A8 PER SECTION 1620 OF THE AIM 1RM040 CODE, 12) AIfrN1XA ElteEDldt OF t/tY % 7/8' CAllt-N AIKrIORS 9HAll K IS )/r INTO twNCMT[- t �ppp F'011 A w01D SPf® As Rt17UMED to THE JUR15016T10R1 THESE yR1TTERe WILL li[ RKiKIEQ ANO NO EMBEDMENT IM'0 NIY FfOSN IUATERYL fKN1 BE PEIINRRD. r... BNALL N . • • I . _WOOO�t[AOtR ,. wGObq�KfOIDDT FOR A DYKCTIONAUR' F'ACEOR KO-0.85. usfiC A91X 7-Te NOT C%CEED THE NAIfINUM AS.D.) 1/.• ,1-20 55 s[>QITALIt BOLR V9io SHALT BE LONG dOUDR(SHOULD Mlr nWSf1 I/AtERNI 4DSY) t0 K .. Il '. wr , "` � � REOIWRD -•.'� � DCSW11 PR[ PLITKYO'i INDICTED ON SHEETS 28 � 26. [NOAD! J/.' DAD ANCHORS. ff t/4Y TAPCOIY ! r O.C. � 1 .1 tAPC011 0 r O.C. tY 7ARCp1TKOdt • t 4Y NI ORDER TO 4ERIFY 7NE ABOVE CONDEEgN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 �.-_...�1 tn• ItItL tMRFAKO - ..�t tn• MN. 11RWAOEL i'. 1�/t 1/Y MN. 1NKAOEO i 1 _.. -T�1 t/t• Ytl. MWAD® PbIC�A110N AT ,1000 , � I PCTETKITON AT w000 9W1 K FIRST REDUCED R1 AS.O. OCS[iN WMD LOADS BY 1RJLtIPLYNG 111UA BY 0.8 NI ORDER tD SJ) IN CASE 1FMT PRECAST SEONC, OR PREG1fT CONCRETE PANELS BE FONNO ON THE E%KTN6 WALL. . 7tDN Ar R000 11011 p w000 POIE1MTg11 AT WOOD �' 't 710N A7 1100D NUDE. I MGOnt TO COMPARE I/RSSE W/ 11A1t. (AS.D) DESIGN PIIFSSIIRE RAT1110$ INDICATED ON STIFEES tD • te. ANCHORS 9LYl. SE LONG OIOLl6N ro RFItCN THE IAANI STRUCTURE ■,eIIO SUCH PArtn.S. NKagRAOP teAou � ttrAlER �'� 1FIAOCA I' IfA001 SNAIL K AE MENTIONED IN f.l) AND w e.2). � �� �-�. nl ORDER TO vEla-v THAT tatvoRXurs AND AA1CrIOR5 ON tLsf P.E.D. AS TESTED HERE NOT OKR srlLEsxD, A SJs INCREASE �` T, 1„• rit Y t,,. f. , ; ,y 1n• ,/.• ,t� t/t' ,/.• NI ALIDWMRE srREss MR WIND IAAIIS WAS ME USED us®N THEIR ANAlryi. /ASIENER$ fPAG111O *0 WOOD HAS eEOt t/�1' TT/a• ! /r 1/,• Min j 1 oETO1R8IIED M ACCORDANCE WITH N.O-S. 20+9. (C) ANCtIDRS sNALt a IN$TALLEp ItOt.LOH1IINC KI of THE ROCOWDEAATOHS AND SPEmF,attoNs tX THE A,ILM011's / . '1 ' i ' -- � IAArIL1I'ACTIeER. �. f x• , T Y WOOD HEADER W1000 t4W€,R_ x 41DR1 PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BCE71 rEWIPRD M ACCORDANCE WITH S[CEgN 1626 OF /, � Ib,. ` � 1 Rh. , •, , Mh , _ / I ,• � tA• gE0uNE0'_.. ', t A"RE0IARED I THE ABOVE MENTIONED CODE AS PER FENESIRIITIWI T[S1YlG LABORATORY. INC. BEFORE 12032, K PROTOCOLS iAS-201. It IT SHALL BE THE' RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EOUNONE55 OF THE STRUCTURimm USE NNEIIE SMITEER TAS-xOx AND tAf-tOJ. H TO B[ ATTACHED TO 0151IRE PROPER /VN.YIORIGE TI[5 S/RJTTEA SIWi. ONLY BE ATTACHED TO CONCRCIE, ROCK j CPA , i I I i 0� WDW TRAM[ BtIAANICS. `: - I 'iaA. ', ,-�-. 9PlE. � , L971VE. ; r� 1 1 �. - �•• �- 1 I iC � _ 2 THIS SSTEM NA6 BEEN DESIGNED To BE WETALLED DR riiE oLA81DE a THE OPEMNO A1:OESSRI6 THE OPENRW TTtON THE � FROM TR MSIDE OFE KgERA LADDERUD1URE. DR LXT. HIS APIS VAW W71EN OIBTA11ATgN If IMCWXO TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR ,b TO BTX/CAl1UC ALL SHUTTER tIO1MONENI COOTS WWdi REMAIN M 00IITWll01A CD CONTACT r1T01 THE BUILDING ID PglVEM twND/RAM INTRUSION. CAUIIt AND SEAT SHUTTER! TRACKS AU. AROUND FU I i I ,tR. fOAArRM I w wr•RNvt i ,w nav,MTeN 1 lDW111• I�IMG I ' (eCE ,oR 1 enOw, [>ti1Rq dQ RD,t1AAt Lea. NDI[ N oVeR i 1 ,Awes -0a toR.uA (!FE 1grC 1 l0 PIA. ]• PERFORIIFA FROM RISIOE BTRUCEURE. S►IC/F A/q OOURE fN1MO SM[ WNgOWS VMd W5fALLAl10N 6 REOUEKD TD eE t] S10RM � l• W. OtAK M WAY +O aus I ' IR fOAfaAi �I THE PANEL RVSYALLATI01r SINLl COMPLY WEfIH SPECS f.OM+NEO M THIS ORMWNC PLUS ANT BL111.0[ic AND 10MNC . � IA116 IftIOrM a NBI ,w •L• yq, I PANG IxFC1M Hw Ira, M . t� I eN 1RtaT ,y ; 1 RE4YAATX111S FRONDED BY TILE AJRBOFTION wtiLTl[ PERMIT n APPL[A TO. pevAILtINN 1 .. _ - ,R,. EII'rILNION ( NOR t KLOw) u lYr1EL LL'NO11, tl•,. fVMM,OM OIAtS 1 A. 9ERICS 2000 b15fALlATgN 6 APPLICt$E 10 Sf,011 AND OONBIL HUNG AND I/DRQOMAL ffi.IOERS STYLE +TVAOIeB M11E11 (Q R00Af i i fA Y. �Wr•...�� �" �w a �It fa0w) � A 710 =" PNIEL L1MMW% PANCL LD/O1M 1NSEKLAt+ON 8 IIFAIARCO TD BE P[RFORMED FROM THE W6WE OF SERLIC1lfK. ,t. Ai11WM MgOwf AND DOORS. INC. [ - 2 IMN6 STORM PANEL SrfT[Y`• 4 IWDR P6oBO. 7//8'1, � ! 7 Y . ] 39• � _•_.. _.... t �� S. ALSEE L ALUMWUM k3fRW'rONS TO Bf e063-16 ALLOY AND TEMPER. a aKi aw 32. �.- .,, , �_. ;'. - � �• ..--: _'. - — _._ ,.._.. ' twNO � �..� (SCE NOT[ ) �(LR4E� OTHERWISE N0E[0) 16. (0) 1T4S PRODUCT CVAlA1NIOM DOCUMENT (P.E.D.) PREPARED BY THIS ENfE1M[R IS OFIIEPoC rID DOES NOT PRONOC MFdI1M110N FOR A SIR SPCCPTC PROAECi; la. WHERE THE SITE CONDITIONS DEVHTE FROM THE v.C.O. l Ml ALUTAIM,NI StICE'L METAL USED Ai CLOSURES SMALL INVE 3105-HL4 KIAY. -'--..,.4- -._ ! } I ` — , , IWK t�glGtOw �' ..— ' _ _ 1 � _.__kl�,,. — -. �• I 7. ALL STEEL 9KEF METAL PANELS SIYLLi I HAVE STRUCRIRSTRUCTURALDUALITY STEEL. AM A-653 GRADE SO Min., OAIVAFfZCD STEEL (e) CON1NACt00VCT 6ALED L O CMDED . DOES Nor DEVIATE ram TK PURCIMBE AND INSTALlAT10N [ICLUOwO LRE SAFT.T' OF �-� i ( � �. 4 - � r _- _ OESM,IMIION N/Fy- SBA kRl (,Mt[R gOLLEpj. THIS DOCUMENT CONSTRUCTIONSAFETY At STtE IS THE COHiRACroR'S RESPONSIBILITY,CONDITIONS DETAILED ON W 'W IL ALL SCREWS TO K StA1Nlll8 ST[EL 304 CI 316 A151 SEWS OR CORROSION RESISTANT COATED CARBON SfEEI AS PER Or PLATEON(o) THIS PRODUCT ,Y/Y1N110N DOCUMENT WILL K CONSIDERED 1NVAtA, K It001F1[D. •° _ I '�"�"•,.� t'� i .�__ •� __ 7_:: 0,It"8 W/ 50 YIELD STRENGTH MO e0 M TENSILE STREIICTIII M S/R1Ll COMPLY W/ FLORIDAFlyRlARW DCODE SECTION tat 1.].].4 j • 1 ,IfON'OIN V - k-'90 I (e) 51tE SPECIFIC PROJECTS Sw1Ll K PREPARED BY A FLORIOA REOIST[RED ENGINES OR Al1CNHECT MHICN WILL e. BDIR TO BE ASHY A-307 GALVANIZEDlAELL, OR ASJ04 sflREs STAINLESS STEEL W+TN Ja ,nI MINIMUM rtE1D STROHDttH. BECOME THE E110REER aF RECDRD O.R.) FOR M PRo.ECr AND WHO WILL RE RESPONSIBLE FOR MC PROPS � I ` ••`^'. � r _� UKDF THEP.E.O. LNOOrFiR DF REOOW. ACTNc A6 A OElE0AlE0 OI01Nm1 TO ME PIA UIOIIrtOt. swlu - 10 TO WALL SIIALl K AS FOLL0IYS: St1BINt 1D THIS LATTER TIC WE 9PEM1C DRrYeJOi MR REVIEW (N HORS (4) SE1,YCGORDP•CA. SMALL BEAR THE DAZE AND ORIGINAL,SEAL AND SIGNATUREOF THE PROFESSIONALEN,IINEETt OF •� � w ® 1_.._j 1/4•P TAPCCY ANCHORS Af WNt1FACTURW it I,T W. BIAIDOt, RTC. MIN. Yo.]1f1 P.►1.) TWIT I CON. 1/4' . % 7/e• CALK -el FHChoVIS. AS 8Y DEwNT NYC. (MIN. t'c-J000 P.al. � � - GO,A. � -I EO :'' L•. i I t/4Y-EW � . Md. W//4Y-tW3/4S.i us. W/ 4- P PYMALE ID 8 PANEL]NTf PLUS ANCHORS. K NANVFACRMCO BY CLCA CWJ9wNIC1'ION PRODUCTS 0. in1/e• Nw NUT I.- t �t 10 ANnAtATe � ACCORDANCE wRH SECTION t 17 � OF FLORIDA BUILDING CODE. ONET UBEL SHALL BE APIACED ft1RPEVERY M[tMNO. I• (aeti . 3/Jr ow PUT Nut I I I 'T//r. ��]]�/.n• wwo ., , i o' '1TAf,totY"'�: ,/r ae I wAwaR �o �}p r4.J390 ) IAr[uNo To COMPLY WITH SECTION ,7oa.fa or THE FtAR1oA Bun.Dxa coot. �)L� � I ...�_.._1 I pf.l. I t�i I tArt1E11 « 1f In' O.c. � l 1 w ;.• 1 I ...._...t C• lAPc011 • S. O.C. 0 r O.C. t - ' ,IHttFAoeOW'(�ADOO�MM,1�AKpR7�M,gN AT /AOWDTN � :�a�MOOD_p!ATC ]/Jt• WIIKI NUT 2•N• 111000_PSILTi I '' F'[AML2 ID i .ANELwIC (BUS. AST) MINMUM FMBEDI/EM OF TAPCON ANCHORS MO POURCD CONCREE[ S/NLL BE 1 J/4• ANO x' FOR vANEL1JAtE W/ sTlo) I - //tt• ` Il l 1 t I • [ ,p• o.a IrIXAReD - - -� .1 � j ,7�d• ) ,+O ` '1,•_. I • K rurt� Ar ,ROR,OnrIy.L ' ' - Pa�ET1�Y1TIOrI er tsoeotN I� :! • trtyoo Fur[ \ _pti4' w000 F1Al[ 4 L At) rA �EMIf �oFa t�/sY % 7/ CALK -IN ANCHORS &rLl BE 15 7/9• INTO CONCRETE. No EMBEOMEUE INto 8[OUIEO o PN1ELliO[ � I I' ANY w fi �e 1/TIHII(AOLD w 1 fjsilow_ �_ I • IWN.-1DNIFJOEO POIE7RA11DN � � ._•=:. I I IR000 PLATE • «om PUTT T..' • e 1/4• os. W t a , >`- _. .-.--- 1/.- P-20 SS SIDEWALK eOLR USED SItALL BE LOW ENOLI®(StHOULD ANT .INTER MATERIAL EXIST) ro FNGLCE ]/.• AT I8011ERN AT NtDYRDtN Or PLATE INTO ANCtIdIB. A. T sawSCALE]/e'.1• AJ) IN USE THAT PREC/ST SIDRIE. PRECAST H:t)NCIIRE PAILS, OR PAVERb a FOUND ON THE EXISTRq WAIL OR �`al!�••••••• SCALE ]/e•-t 11AOR, ANCHORS SHALL BE LONG ENtlL10H TO REACH TH[ MAIN B[t+INO SUCH PANELS. APICIIDRAOE SHALL `�J •�II'EM�.''-,� 1 tt•+'N"'N BE AS ME/AWEO 1N At) AND M A2). 1R.AI,E 3/e•-+' fcALE 3/e•.+' P ILU -No.14167 �(P f /�• � :•••••.. ✓d (B) m ExISTNO r-..•..+5 Ra_cyx� 1■Ei 'Ii scwE J/B•. t' P; '�t•'EN '•. { SCALE �•' ••EiIS�•'••., FLORIDA WILDING CODE (Wish Veloel! NU cans Zell FLORIDA WILDING CODE VHIIDO NMMoom ,. nerAllmo,s ARE oar rMn FOR t1ULtlHNes won Asa oHt«Iat IaOf FLORIDA WILDING CODE Nl h V NurNeaM Zeno R1atl n,lDD. IKe F>•. -t TAPOOM uu� ANCHORS. AswF.w� IAtTURED Br�oeEwLLT INC. (r.,.tsoo P.. t.) .amR nrEm• re w ro .sss. -no PEF APO IMrn•s LOOM U to e•-r 4RRss 11L>Be. we rA. 1ST NO 14187 < r. 20 GAGE GALVANIZED STEEL BTOBN ►ANEI � 20 GAGE GAWAIBZED STEEL stolid PANEL ,r . [ 20 GAGE GALVANIZED STEEL (TORN PANEL ' eR,rl «: 1. RKTAt1AT10119 ARE oar ,wup FOR euAARns tMIN A.f"0. DESIGI Laos � * `. e•••I �' - I+•-,0 PANEIiMTE /EIIAIt p Atlp PANaWR PLUS ANCHORS, AS IAtNUFAC,IIR[O BY ELCO CONSTRUCT" •'•- 1tMr 11 t rOR ,EW w000 FRAME catTsl+fle+ow. wood ,t[Ilfna ro K saun,ow tN : * �- PROWICTf (rm-ioTt p.l) 4:- PRE Ie) a. r/ waste oos,lr or o.se OR EQUAL PROTECTION PRODUCTS, LLC. 01 yye UP ToaSS.s. -".a PSF ANDPwRCL•S LOOM UP It e•-r. GLOW ' --- _-_ ��• ATE - _ --. PROTECTION PRODUCTS. U.C. OIR• - - �'- PROTECTION now" LLC. , w a. Fat t1Ew wood rRAlc calaTRucltoll: wood ttweRs 10 K SOUTHERN•q w w • �L i C 0 INe. sin u e fHar 9'•., 0 �� E `i 0 INe. .pF{.I. Et fnaF v 0 INe. .em aw. Fa mFFT ���p••. fl 1 IM+t ti SSSN tNNE No. 2. w/ SPaA'IC oolsltr K ofT, OR COU4L ORl .• t1Nr, n m+4 � e4Ae e.�i'c::'• •::'E u w..tr Ra wr,l woc IiA)/1-,Wa root traa-0sT 20-178 tt`' .•.... ..«�P !.�-•rr.,F�I'+aw'� �_� ■ (Fw)nF••Tw, FAc tw7sR.-n•T 10-178 �a � tww w wW18: (fegfEF-Tf,4 COMPONENTS. FOR SERIES 2000 Bt 1000 E-Z HANG STORM PANELS (SCALE t/2-I) -'10.1es-(TOTAL WON)- _.____. �•- — � 1 ,- - - -.-------,t.9oo• (uFECTAR «sirlG-.-----_..__ _ _.________ � � i __-_ ! i - ' � ..-ispo• -f : ,, ---- - repo•-, ? ,. 1;1� OLOW Mo. THICK STEEL � 'Y�- 3.8W 3 1.1M• TYP. OAM wa'wuM 1 - � a-ao aLr Q STORM PANEL PANELS Err IN w/ HnIMfO QwC `o.250 �- Y ISOMETRIC VIEW tTA1L A ROlINOEp coINKR • U,Da of PANEL'S [ND UP w/ IHEeIrAED [tIOE (N T.S) n y0• Dee• eTn•) 6063 TS Nam. ALLOY x30- O2 REVERSED •h• TRACK NJ• t_ i tTYP•) O PAt1E� eoB,-Te Non. ,+tlor O RS'VFwD wU' TRACK HIM fe R 1 f0 NILL CONSIST of 0 PANELS. BOTTOM IO OF 1. ANGLE 126, I 2.060' __.. ... -. e• Mom, .._.. _. _ __ . J 10- 1'­.. �Iwl• tars 1'/2t t'/2 4 We a W/w ®• ® (f4 ttOeq � a ,w Ds,la[R Aa,WA4 teE _ Iw • fIaHKULtEKo"e=3`oN si°"iu*K00w i• 3ltw. Y tit ...T QOO (et+e«OR ,Fr1¢I IrtloeoR r+•1nl-IRnOIWR OAllO,)_?- at NOR L; ..aelR � .t. g3 wlnE .Snow IR"SEE tILCIWM6 Omit war '3Q NOTE 3 i�OR®w/ q, W/0®•Q /OA • yRr PANG OPD«IO EKKf���KMSIMHANG STORM N�D fOE ., rFNwA0T�FYOKA0 T GCN /.• HILL w �,/,' tAst EAR slLtt[ .1 LDiE3- (, ). �[�.•OE-,9®L3_Yd)0:' C - 1 LNrq STORM PAN[L SrSi[11 CONSISTING OF PAN. . Den,. T1NCIts TOP . BOTTOM, (1) 9WLLnr1AAIrISE��PROVOEO ALWAYS RE TOP OF ESI7CN 1W1CN OTHERWISE A STOP BAR (J) + 4�•-tom/•- w 7 � OF s,Mt�Tom�istiN� T [nirtR�oF T�wow EXTERIOR F�tAAKRs of ENO PANEL (4). IN CASE HINT END PPNeIs AIIE NOT COAIIRCIED ro BOTTOM CRACK C... A STOP BAR R ONIr USED AT TOP AT LEAST TWO PANFS.S 9MLL SE CONNEC7[0 ro BOTTOM TRACK I,Se1G SPECS NDICAT dr NOT[ 3) MM INAICCASE CONNECTION OF PA/af TO soTrolt iRACN WAY OCCUR cuR AT AMEL (S) SEE SECT N t•, S' ! .' ON SHCE1 N- SEE ANCHOR SCHEDULE ON SHEET 29. ..... 7 ]• ty,, 2/24 1'/24 pppErslE4 (tXc NOR A snoeT /' nn. CONCRETE: ANaOl6 l»••7 3' Yo.. pa wear a war ») I , In, Sea l�O'. x . . i•+�« PANS) (oto )iil ; R[ NDIt t, ♦ IE/Oe II I 1MIRI.Wt[ rTP•) MIOYM PAtLLS` 1/r 1 fy: 1GEaPAMkT°f""0M ie• • 1Afr M/R (� To K RIItAi1fJT AT rAa TYPICAL ELEVATION a'A•'o WHN7'Altrtn st tN1nyD[o w s'MRAcraTo eirlso E-bAN6 'STORM pdyop E� Z,gib RuloE a sRKxi,uRc wn[ ,nr . ,• ,a• Mt «, vt• ItAa owl" SECTION B-B Dings : enfa AFJI - ,• (+). KFWe110N K eaw,ne rem: E - 1 IIA/t0 STORM PANEL SYSTEM COIIISRIIIV6 OF PANEL SMALL BE S ES ONE WORM ON V1RACKb AT TOP t PARIfLWI[ PLUS OR IS' LONG Ai BOTTOM w/ PANf].MATES. (2). FIIO PANELS SNAIL ALWAYS SE CONNECIt� TO �f�I1i6 FILL ,TALL er MEANS OF rANELJNTES oR, r usm JpNALr w/ to TONG Q) TMCN a eotroM• END rANQS welt talc � / 1 4Y-2D.J 41'N1f10 T��(OtCLPT AS otlsEAfeED a41R/OAT"CA-s) //EI:'olA7MF4 (3). FDII hLSPS WHEN END PANELS AIIE IAE JOWILY M/ 19• TONG ®Af BUT [ILO TVytLS ARE NOT COte1PL'IED ro BORON 1MCK� 7I! STOP BM 911AL1 SE PRONGED AT TOP OF SUCJI PN[L5. (t). FOR It/SULLAlI0N5 WWp1 CND PANELS AND SOME tNRRIOR PwBprt,LTSDMARE Eq�AocO1REtnr wW�Y 4K■u�r M%sPIgNO $�0 NRL1aA,roN ANO IY! �]T0�/� LL Mtn. �dC.EP �AN� ioR01 HMS OAC80R PANEL USED r w/,L OOCB NOT NEED ro a WNNECt[D I. 9Y ANr MEANS- TRACK INSTALLED H�CMI =gAADP'S RETAINEDBr 1. LETE At RIGHT SIDE OF Ntt 1R'iRgR PA) HAVE (1) INTO POURED CONCRETE OR CONCRETE BLOCK awosW �ID'wRase' •` wa41R —� •. p`A19 er � �e1FRwN � � \ 5 ,\`;,;,,`• \' \`�.., ;\ 1 a• �i ReOYOfR [:_ I 1 � •-�-_... ,RINK .WC Pt 1 ' , 1 VN• Ap,a b V J. 6 , I 1 1 � a wR'vr'�n i b "IN In on t A OIAI. I 1 1 + ERF otaRA. 1 L I C rr T ` M r « F� 1 OR INSTALLATION DETAILS FOR OPTION j2 FOR LIFE SAFELY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES t tAIL'ON At1011ORf , 4 tAPCON VVrtItOA6 oNHMEtN,oc�T' oorattaTEwocK, REQUIRE! � RCOUMEO � 1 E.O.• , ' - I EA• 1 1 ii I I I _J '. 1. �,t-TO II MNEIAMTE PLUS W/ �]t�Yt/ /� ' wwo rM wNHDr eLouH WALL .YQY ELATION LAR PANfI 014 Pont SWAM 3 �� 1NIE t/1S 1 t•• oa star is a to ra ANeNeta TwW • a,a„ tIMOeM FOIL M,AtU11Mt6 win RWOo /INK eIRO•le. M RIOb lRae 7 3 IaMY ANCHOR eRrcws Na MNtiNI coat WEaCAR. R«KAm M i w , O +, IGE0E RRcoLOW THAN NUGRan w PH fcEARmtMuO R wwoR sPAcw sr tAteteErRa lArAlo tRKtwN ar fC,IftLAt All Y RpeR N M raLDwo FAtTo1n MR ARe ! „�• �• _ O/'OwelfN A K PM" fm11C[e frRcw ,sweo taRo FADmIt 1RLtla NOT- K IJ■ 1Nw 1RIRRNIY fl•rCtN6 RIOIOOfO ... ,, Ellatee IOII t ANCHOR „PE ON iM{ SCHEDULE 31 ar ,s E ' 1 L I � �••P aneAw I ` ./T !• i Y . ]/SY wM0 NUf wLL91Ot (KroNo) -' RMLOOesNt%tTECON�RocN >dAt ICALJ„AII4D UffMnA w...- SCALE s/r-I' � Ile LSERIES IOW Or LENGTH L PREPARED MWAOXTURPID FACTURE STORM PANEL MANU &-ME BE LOCATED ON A VISIBLE LOCAMN 3/32- VIM IT STRICTURIf Reee AL IV AS ~ACILIRED TA E INSTALLATION DETAILS FOR OPTION 92 FOR LIFE MEETY STORY PANEL SYSTEM E1]�' A+�••++r rvF� vc Lntu r,vn yr nvt3Hs,K`,E vn ur c �.•.r c r , .a t vnlw rnFtc.� J L J i Glel OElEJtIIL NOTES. AFAR E-2 ISAsIG E,OR11 PMlt ST■EE3f INTO EXISTING WOOD STRUCTURES t e-t NANG STORM PANEL sIOwW ON THIS PRODUCE EVALIMTtON DoeuMETtr (P.EDJ HAS BEEN vERN'1ED FOR eallPutAICE IN B.,) MwKww EMBEDMENT of TAPCOM ANCHORS Awo PAIVELYATE FEMALE ID s PANaMAn PLUG INTO CONCRETE I AccoRDarcE WITH 11K 1020 (70 EDITION) OF DIE FLONaA BIRDRIO CODE. ROCK SHALL K t 1/4• I f (iI � 1 • � 41 DESIGN WIND LOADS SHALL SE OEtF3RAeE0 A8 PER SECTION 1620 OF THE AIM 1RM040 CODE, 12) AIfrN1XA ElteEDldt OF t/tY % 7/8' CAllt-N AIKrIORS 9HAll K IS )/r INTO twNCMT[- t �ppp F'011 A w01D SPf® As Rt17UMED to THE JUR15016T10R1 THESE yR1TTERe WILL li[ RKiKIEQ ANO NO EMBEDMENT IM'0 NIY FfOSN IUATERYL fKN1 BE PEIINRRD. r... BNALL N . • • I . _WOOO�t[AOtR ,. wGObq�KfOIDDT FOR A DYKCTIONAUR' F'ACEOR KO-0.85. usfiC A91X 7-Te NOT C%CEED THE NAIfINUM AS.D.) 1/.• ,1-20 55 s[>QITALIt BOLR V9io SHALT BE LONG dOUDR(SHOULD Mlr nWSf1 I/AtERNI 4DSY) t0 K .. Il '. wr , "` � � REOIWRD -•.'� � DCSW11 PR[ PLITKYO'i INDICTED ON SHEETS 28 � 26. [NOAD! J/.' DAD ANCHORS. ff t/4Y TAPCOIY ! r O.C. � 1 .1 tAPC011 0 r O.C. tY 7ARCp1TKOdt • t 4Y NI ORDER TO 4ERIFY 7NE ABOVE CONDEEgN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 �.-_...�1 tn• ItItL tMRFAKO - ..�t tn• MN. 11RWAOEL i'. 1�/t 1/Y MN. 1NKAOEO i 1 _.. -T�1 t/t• Ytl. MWAD® PbIC�A110N AT ,1000 , � I PCTETKITON AT w000 9W1 K FIRST REDUCED R1 AS.O. OCS[iN WMD LOADS BY 1RJLtIPLYNG 111UA BY 0.8 NI ORDER tD SJ) IN CASE 1FMT PRECAST SEONC, OR PREG1fT CONCRETE PANELS BE FONNO ON THE E%KTN6 WALL. . 7tDN Ar R000 11011 p w000 POIE1MTg11 AT WOOD �' 't 710N A7 1100D NUDE. I MGOnt TO COMPARE I/RSSE W/ 11A1t. (AS.D) DESIGN PIIFSSIIRE RAT1110$ INDICATED ON STIFEES tD • te. ANCHORS 9LYl. SE LONG OIOLl6N ro RFItCN THE IAANI STRUCTURE ■,eIIO SUCH PArtn.S. NKagRAOP teAou � ttrAlER �'� 1FIAOCA I' IfA001 SNAIL K AE MENTIONED IN f.l) AND w e.2). � �� �-�. nl ORDER TO vEla-v THAT tatvoRXurs AND AA1CrIOR5 ON tLsf P.E.D. AS TESTED HERE NOT OKR srlLEsxD, A SJs INCREASE �` T, 1„• rit Y t,,. f. , ; ,y 1n• ,/.• ,t� t/t' ,/.• NI ALIDWMRE srREss MR WIND IAAIIS WAS ME USED us®N THEIR ANAlryi. /ASIENER$ fPAG111O *0 WOOD HAS eEOt t/�1' TT/a• ! /r 1/,• Min j 1 oETO1R8IIED M ACCORDANCE WITH N.O-S. 20+9. (C) ANCtIDRS sNALt a IN$TALLEp ItOt.LOH1IINC KI of THE ROCOWDEAATOHS AND SPEmF,attoNs tX THE A,ILM011's / . '1 ' i ' -- � IAArIL1I'ACTIeER. �. f x• , T Y WOOD HEADER W1000 t4W€,R_ x 41DR1 PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BCE71 rEWIPRD M ACCORDANCE WITH S[CEgN 1626 OF /, � Ib,. ` � 1 Rh. , •, , Mh , _ / I ,• � tA• gE0uNE0'_.. ', t A"RE0IARED I THE ABOVE MENTIONED CODE AS PER FENESIRIITIWI T[S1YlG LABORATORY. INC. BEFORE 12032, K PROTOCOLS iAS-201. It IT SHALL BE THE' RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EOUNONE55 OF THE STRUCTURimm USE NNEIIE SMITEER TAS-xOx AND tAf-tOJ. H TO B[ ATTACHED TO 0151IRE PROPER /VN.YIORIGE TI[5 S/RJTTEA SIWi. ONLY BE ATTACHED TO CONCRCIE, ROCK j CPA , i I I i 0� WDW TRAM[ BtIAANICS. `: - I 'iaA. ', ,-�-. 9PlE. � , L971VE. ; r� 1 1 �. - �•• �- 1 I iC � _ 2 THIS SSTEM NA6 BEEN DESIGNED To BE WETALLED DR riiE oLA81DE a THE OPEMNO A1:OESSRI6 THE OPENRW TTtON THE � FROM TR MSIDE OFE KgERA LADDERUD1URE. DR LXT. HIS APIS VAW W71EN OIBTA11ATgN If IMCWXO TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR ,b TO BTX/CAl1UC ALL SHUTTER tIO1MONENI COOTS WWdi REMAIN M 00IITWll01A CD CONTACT r1T01 THE BUILDING ID PglVEM twND/RAM INTRUSION. CAUIIt AND SEAT SHUTTER! TRACKS AU. AROUND FU I i I ,tR. fOAArRM I w wr•RNvt i ,w nav,MTeN 1 lDW111• I�IMG I ' (eCE ,oR 1 enOw, [>ti1Rq dQ RD,t1AAt Lea. NDI[ N oVeR i 1 ,Awes -0a toR.uA (!FE 1grC 1 l0 PIA. ]• PERFORIIFA FROM RISIOE BTRUCEURE. S►IC/F A/q OOURE fN1MO SM[ WNgOWS VMd W5fALLAl10N 6 REOUEKD TD eE t] S10RM � l• W. OtAK M WAY +O aus I ' IR fOAfaAi �I THE PANEL RVSYALLATI01r SINLl COMPLY WEfIH SPECS f.OM+NEO M THIS ORMWNC PLUS ANT BL111.0[ic AND 10MNC . � IA116 IftIOrM a NBI ,w •L• yq, I PANG IxFC1M Hw Ira, M . t� I eN 1RtaT ,y ; 1 RE4YAATX111S FRONDED BY TILE AJRBOFTION wtiLTl[ PERMIT n APPL[A TO. pevAILtINN 1 .. _ - ,R,. EII'rILNION ( NOR t KLOw) u lYr1EL LL'NO11, tl•,. fVMM,OM OIAtS 1 A. 9ERICS 2000 b15fALlATgN 6 APPLICt$E 10 Sf,011 AND OONBIL HUNG AND I/DRQOMAL ffi.IOERS STYLE +TVAOIeB M11E11 (Q R00Af i i fA Y. �Wr•...�� �" �w a �It fa0w) � A 710 =" PNIEL L1MMW% PANCL LD/O1M 1NSEKLAt+ON 8 IIFAIARCO TD BE P[RFORMED FROM THE W6WE OF SERLIC1lfK. ,t. Ai11WM MgOwf AND DOORS. INC. [ - 2 IMN6 STORM PANEL SrfT[Y`• 4 IWDR P6oBO. 7//8'1, � ! 7 Y . ] 39• � _•_.. _.... t �� S. ALSEE L ALUMWUM k3fRW'rONS TO Bf e063-16 ALLOY AND TEMPER. a aKi aw 32. �.- .,, , �_. ;'. - � �• ..--: _'. - — _._ ,.._.. ' twNO � �..� (SCE NOT[ ) �(LR4E� OTHERWISE N0E[0) 16. (0) 1T4S PRODUCT CVAlA1NIOM DOCUMENT (P.E.D.) PREPARED BY THIS ENfE1M[R IS OFIIEPoC rID DOES NOT PRONOC MFdI1M110N FOR A SIR SPCCPTC PROAECi; la. WHERE THE SITE CONDITIONS DEVHTE FROM THE v.C.O. l Ml ALUTAIM,NI StICE'L METAL USED Ai CLOSURES SMALL INVE 3105-HL4 KIAY. -'--..,.4- -._ ! } I ` — , , IWK t�glGtOw �' ..— ' _ _ 1 � _.__kl�,,. — -. �• I 7. ALL STEEL 9KEF METAL PANELS SIYLLi I HAVE STRUCRIRSTRUCTURALDUALITY STEEL. AM A-653 GRADE SO Min., OAIVAFfZCD STEEL (e) CON1NACt00VCT 6ALED L O CMDED . DOES Nor DEVIATE ram TK PURCIMBE AND INSTALlAT10N [ICLUOwO LRE SAFT.T' OF �-� i ( � �. 4 - � r _- _ OESM,IMIION N/Fy- SBA kRl (,Mt[R gOLLEpj. THIS DOCUMENT CONSTRUCTIONSAFETY At STtE IS THE COHiRACroR'S RESPONSIBILITY,CONDITIONS DETAILED ON W 'W IL ALL SCREWS TO K StA1Nlll8 ST[EL 304 CI 316 A151 SEWS OR CORROSION RESISTANT COATED CARBON SfEEI AS PER Or PLATEON(o) THIS PRODUCT ,Y/Y1N110N DOCUMENT WILL K CONSIDERED 1NVAtA, K It001F1[D. •° _ I '�"�"•,.� t'� i .�__ •� __ 7_:: 0,It"8 W/ 50 YIELD STRENGTH MO e0 M TENSILE STREIICTIII M S/R1Ll COMPLY W/ FLORIDAFlyRlARW DCODE SECTION tat 1.].].4 j • 1 ,IfON'OIN V - k-'90 I (e) 51tE SPECIFIC PROJECTS Sw1Ll K PREPARED BY A FLORIOA REOIST[RED ENGINES OR Al1CNHECT MHICN WILL e. BDIR TO BE ASHY A-307 GALVANIZEDlAELL, OR ASJ04 sflREs STAINLESS STEEL W+TN Ja ,nI MINIMUM rtE1D STROHDttH. BECOME THE E110REER aF RECDRD O.R.) FOR M PRo.ECr AND WHO WILL RE RESPONSIBLE FOR MC PROPS � I ` ••`^'. � r _� UKDF THEP.E.O. LNOOrFiR DF REOOW. ACTNc A6 A OElE0AlE0 OI01Nm1 TO ME PIA UIOIIrtOt. swlu - 10 TO WALL SIIALl K AS FOLL0IYS: St1BINt 1D THIS LATTER TIC WE 9PEM1C DRrYeJOi MR REVIEW (N HORS (4) SE1,YCGORDP•CA. SMALL BEAR THE DAZE AND ORIGINAL,SEAL AND SIGNATUREOF THE PROFESSIONALEN,IINEETt OF •� � w ® 1_.._j 1/4•P TAPCCY ANCHORS Af WNt1FACTURW it I,T W. BIAIDOt, RTC. MIN. Yo.]1f1 P.►1.) TWIT I CON. 1/4' . % 7/e• CALK -el FHChoVIS. AS 8Y DEwNT NYC. (MIN. t'c-J000 P.al. � � - GO,A. � -I EO :'' L•. i I t/4Y-EW � . Md. W//4Y-tW3/4S.i us. W/ 4- P PYMALE ID 8 PANEL]NTf PLUS ANCHORS. K NANVFACRMCO BY CLCA CWJ9wNIC1'ION PRODUCTS 0. in1/e• Nw NUT I.- t �t 10 ANnAtATe � ACCORDANCE wRH SECTION t 17 � OF FLORIDA BUILDING CODE. ONET UBEL SHALL BE APIACED ft1RPEVERY M[tMNO. I• (aeti . 3/Jr ow PUT Nut I I I 'T//r. ��]]�/.n• wwo ., , i o' '1TAf,totY"'�: ,/r ae I wAwaR �o �}p r4.J390 ) IAr[uNo To COMPLY WITH SECTION ,7oa.fa or THE FtAR1oA Bun.Dxa coot. �)L� � I ...�_.._1 I pf.l. I t�i I tArt1E11 « 1f In' O.c. � l 1 w ;.• 1 I ...._...t C• lAPc011 • S. O.C. 0 r O.C. t - ' ,IHttFAoeOW'(�ADOO�MM,1�AKpR7�M,gN AT /AOWDTN � :�a�MOOD_p!ATC ]/Jt• WIIKI NUT 2•N• 111000_PSILTi I '' F'[AML2 ID i .ANELwIC (BUS. AST) MINMUM FMBEDI/EM OF TAPCON ANCHORS MO POURCD CONCREE[ S/NLL BE 1 J/4• ANO x' FOR vANEL1JAtE W/ sTlo) I - //tt• ` Il l 1 t I • [ ,p• o.a IrIXAReD - - -� .1 � j ,7�d• ) ,+O ` '1,•_. I • K rurt� Ar ,ROR,OnrIy.L ' ' - Pa�ET1�Y1TIOrI er tsoeotN I� :! • trtyoo Fur[ \ _pti4' w000 F1Al[ 4 L At) rA �EMIf �oFa t�/sY % 7/ CALK -IN ANCHORS &rLl BE 15 7/9• INTO CONCRETE. No EMBEOMEUE INto 8[OUIEO o PN1ELliO[ � I I' ANY w fi �e 1/TIHII(AOLD w 1 fjsilow_ �_ I • IWN.-1DNIFJOEO POIE7RA11DN � � ._•=:. I I IR000 PLATE • «om PUTT T..' • e 1/4• os. W t a , >`- _. .-.--- 1/.- P-20 SS SIDEWALK eOLR USED SItALL BE LOW ENOLI®(StHOULD ANT .INTER MATERIAL EXIST) ro FNGLCE ]/.• AT I8011ERN AT NtDYRDtN Or PLATE INTO ANCtIdIB. A. T sawSCALE]/e'.1• AJ) IN USE THAT PREC/ST SIDRIE. PRECAST H:t)NCIIRE PAILS, OR PAVERb a FOUND ON THE EXISTRq WAIL OR �`al!�••••••• SCALE ]/e•-t 11AOR, ANCHORS SHALL BE LONG ENtlL10H TO REACH TH[ MAIN B[t+INO SUCH PANELS. APICIIDRAOE SHALL `�J •�II'EM�.''-,� 1 tt•+'N"'N BE AS ME/AWEO 1N At) AND M A2). 1R.AI,E 3/e•-+' fcALE 3/e•.+' P ILU -No.14167 �(P f /�• � :•••••.. ✓d (B) m ExISTNO r-..•..+5 Ra_cyx� 1■Ei 'Ii scwE J/B•. t' P; '�t•'EN '•. { SCALE �•' ••EiIS�•'••., FLORIDA WILDING CODE (Wish Veloel! NU cans Zell FLORIDA WILDING CODE VHIIDO NMMoom ,. nerAllmo,s ARE oar rMn FOR t1ULtlHNes won Asa oHt«Iat IaOf FLORIDA WILDING CODE Nl h V NurNeaM Zeno R1atl n,lDD. IKe F>•. -t TAPOOM uu� ANCHORS. AswF.w� IAtTURED Br�oeEwLLT INC. (r.,.tsoo P.. t.) .amR nrEm• re w ro .sss. -no PEF APO IMrn•s LOOM U to e•-r 4RRss 11L>Be. we rA. 1ST NO 14187 < r. 20 GAGE GALVANIZED STEEL BTOBN ►ANEI � 20 GAGE GAWAIBZED STEEL stolid PANEL ,r . [ 20 GAGE GALVANIZED STEEL (TORN PANEL ' eR,rl «: 1. RKTAt1AT10119 ARE oar ,wup FOR euAARns tMIN A.f"0. DESIGI Laos � * `. e•••I �' - I+•-,0 PANEIiMTE /EIIAIt p Atlp PANaWR PLUS ANCHORS, AS IAtNUFAC,IIR[O BY ELCO CONSTRUCT" •'•- 1tMr 11 t rOR ,EW w000 FRAME catTsl+fle+ow. wood ,t[Ilfna ro K saun,ow tN : * �- PROWICTf (rm-ioTt p.l) 4:- PRE Ie) a. r/ waste oos,lr or o.se OR EQUAL PROTECTION PRODUCTS, LLC. 01 yye UP ToaSS.s. -".a PSF ANDPwRCL•S LOOM UP It e•-r. GLOW ' --- _-_ ��• ATE - _ --. PROTECTION PRODUCTS. U.C. OIR• - - �'- PROTECTION now" LLC. , w a. Fat t1Ew wood rRAlc calaTRucltoll: wood ttweRs 10 K SOUTHERN•q w w • �L i C 0 INe. sin u e fHar 9'•., 0 �� E `i 0 INe. .pF{.I. Et fnaF v 0 INe. .em aw. Fa mFFT ���p••. fl 1 IM+t ti SSSN tNNE No. 2. w/ SPaA'IC oolsltr K ofT, OR COU4L ORl .• t1Nr, n m+4 � e4Ae e.�i'c::'• •::'E u w..tr Ra wr,l woc IiA)/1-,Wa root traa-0sT 20-178 tt`' .•.... ..«�P !.�-•rr.,F�I'+aw'� �_� ■ (Fw)nF••Tw, FAc tw7sR.-n•T 10-178 �a � tww w wW18: (fegfEF-Tf,4 COMPONENTS. FOR SERIES 2000 Bt 1000 E-Z HANG STORM PANELS (SCALE t/2-I) -'10.1es-(TOTAL WON)- _.____. �•- — � 1 ,- - - -.-------,t.9oo• (uFECTAR «sirlG-.-----_..__ _ _.________ � � i __-_ ! i - ' � ..-ispo• -f : ,, ---- - repo•-, ? ,. 1;1� OLOW Mo. THICK STEEL � 'Y�- 3.8W 3 1.1M• TYP. OAM wa'wuM 1 - � a-ao aLr Q STORM PANEL PANELS Err IN w/ HnIMfO QwC `o.250 �- Y ISOMETRIC VIEW tTA1L A ROlINOEp coINKR • U,Da of PANEL'S [ND UP w/ IHEeIrAED [tIOE (N T.S) n y0• Dee• eTn•) 6063 TS Nam. ALLOY x30- O2 REVERSED •h• TRACK NJ• t_ i tTYP•) O PAt1E� eoB,-Te Non. ,+tlor O RS'VFwD wU' TRACK HIM fe R 1 f0 NILL CONSIST of 0 PANELS. BOTTOM IO OF 1. ANGLE 126, I 2.060' __.. ... -. e• Mom, .._.. _. _ __ . J 10- 1'­.. �Iwl• tars 1'/2t t'/2 4 We a W/w ®• ® (f4 ttOeq � a ,w Ds,la[R Aa,WA4 teE _ Iw • fIaHKULtEKo"e=3`oN si°"iu*K00w i• 3ltw. Y tit ...T QOO (et+e«OR ,Fr1¢I IrtloeoR r+•1nl-IRnOIWR OAllO,)_?- at NOR L; ..aelR � .t. g3 wlnE .Snow IR"SEE tILCIWM6 Omit war '3Q NOTE 3 i�OR®w/ q, W/0®•Q /OA • yRr PANG OPD«IO EKKf���KMSIMHANG STORM N�D fOE ., rFNwA0T�FYOKA0 T GCN /.• HILL w �,/,' tAst EAR slLtt[ .1 LDiE3- (, ). �[�.•OE-,9®L3_Yd)0:' C - 1 LNrq STORM PAN[L SrSi[11 CONSISTING OF PAN. . Den,. T1NCIts TOP . BOTTOM, (1) 9WLLnr1AAIrISE��PROVOEO ALWAYS RE TOP OF ESI7CN 1W1CN OTHERWISE A STOP BAR (J) + 4�•-tom/•- w 7 � OF s,Mt�Tom�istiN� T [nirtR�oF T�wow EXTERIOR F�tAAKRs of ENO PANEL (4). IN CASE HINT END PPNeIs AIIE NOT COAIIRCIED ro BOTTOM CRACK C... A STOP BAR R ONIr USED AT TOP AT LEAST TWO PANFS.S 9MLL SE CONNEC7[0 ro BOTTOM TRACK I,Se1G SPECS NDICAT dr NOT[ 3) MM INAICCASE CONNECTION OF PA/af TO soTrolt iRACN WAY OCCUR cuR AT AMEL (S) SEE SECT N t•, S' ! .' ON SHCE1 N- SEE ANCHOR SCHEDULE ON SHEET 29. ..... 7 ]• ty,, 2/24 1'/24 pppErslE4 (tXc NOR A snoeT /' nn. CONCRETE: ANaOl6 l»••7 3' Yo.. pa wear a war ») I , In, Sea l�O'. x . . i•+�« PANS) (oto )iil ; R[ NDIt t, ♦ IE/Oe II I 1MIRI.Wt[ rTP•) MIOYM PAtLLS` 1/r 1 fy: 1GEaPAMkT°f""0M ie• • 1Afr M/R (� To K RIItAi1fJT AT rAa TYPICAL ELEVATION a'A•'o WHN7'Altrtn st tN1nyD[o w s'MRAcraTo eirlso E-bAN6 'STORM pdyop E� Z,gib RuloE a sRKxi,uRc wn[ ,nr . ,• ,a• Mt «, vt• ItAa owl" SECTION B-B Dings : enfa AFJI - ,• (+). KFWe110N K eaw,ne rem: E - 1 IIA/t0 STORM PANEL SYSTEM COIIISRIIIV6 OF PANEL SMALL BE S ES ONE WORM ON V1RACKb AT TOP t PARIfLWI[ PLUS OR IS' LONG Ai BOTTOM w/ PANf].MATES. (2). FIIO PANELS SNAIL ALWAYS SE CONNECIt� TO �f�I1i6 FILL ,TALL er MEANS OF rANELJNTES oR, r usm JpNALr w/ to TONG Q) TMCN a eotroM• END rANQS welt talc � / 1 4Y-2D.J 41'N1f10 T��(OtCLPT AS otlsEAfeED a41R/OAT"CA-s) //EI:'olA7MF4 (3). FDII hLSPS WHEN END PANELS AIIE IAE JOWILY M/ 19• TONG ®Af BUT [ILO TVytLS ARE NOT COte1PL'IED ro BORON 1MCK� 7I! STOP BM 911AL1 SE PRONGED AT TOP OF SUCJI PN[L5. (t). FOR It/SULLAlI0N5 WWp1 CND PANELS AND SOME tNRRIOR PwBprt,LTSDMARE Eq�AocO1REtnr wW�Y 4K■u�r M%sPIgNO $�0 NRL1aA,roN ANO IY! �]T0�/� LL Mtn. �dC.EP �AN� ioR01 HMS OAC80R PANEL USED r w/,L OOCB NOT NEED ro a WNNECt[D I. 9Y ANr MEANS- TRACK INSTALLED H�CMI =gAADP'S RETAINEDBr 1. LETE At RIGHT SIDE OF Ntt 1R'iRgR PA) HAVE (1) INTO POURED CONCRETE OR CONCRETE BLOCK awosW �ID'wRase' •` wa41R —� •. p`A19 er � �e1FRwN � � \ 5 ,\`;,;,,`• \' \`�.., ;\ 1 a• �i ReOYOfR [:_ I 1 � •-�-_... ,RINK .WC Pt 1 ' , 1 VN• Ap,a b V J. 6 , I 1 1 � a wR'vr'�n i b "IN In on t A OIAI. I 1 1 + ERF otaRA. 1 L I C rr T ` M r « F� 1 ar ,s E ' 1 L I � �••P aneAw I ` ./T !• i Y . ]/SY wM0 NUf wLL91Ot (KroNo) -' RMLOOesNt%tTECON�RocN >dAt ICALJ„AII4D UffMnA w...- SCALE s/r-I' � Ile LSERIES IOW Or LENGTH L PREPARED MWAOXTURPID FACTURE STORM PANEL MANU &-ME BE LOCATED ON A VISIBLE LOCAMN 3/32- VIM IT STRICTURIf Reee AL IV AS ~ACILIRED TA E INSTALLATION DETAILS FOR OPTION 92 FOR LIFE MEETY STORY PANEL SYSTEM E1]�' A+�••++r rvF� vc Lntu r,vn yr nvt3Hs,K`,E vn ur c �.•.r c r , .a t vnlw rnFtc.� J L J i Glel OElEJtIIL NOTES. AFAR E-2 ISAsIG E,OR11 PMlt ST■EE3f INTO EXISTING WOOD STRUCTURES t e-t NANG STORM PANEL sIOwW ON THIS PRODUCE EVALIMTtON DoeuMETtr (P.EDJ HAS BEEN vERN'1ED FOR eallPutAICE IN B.,) MwKww EMBEDMENT of TAPCOM ANCHORS Awo PAIVELYATE FEMALE ID s PANaMAn PLUG INTO CONCRETE I AccoRDarcE WITH 11K 1020 (70 EDITION) OF DIE FLONaA BIRDRIO CODE. ROCK SHALL K t 1/4• I f (iI � 1 • � 41 DESIGN WIND LOADS SHALL SE OEtF3RAeE0 A8 PER SECTION 1620 OF THE AIM 1RM040 CODE, 12) AIfrN1XA ElteEDldt OF t/tY % 7/8' CAllt-N AIKrIORS 9HAll K IS )/r INTO twNCMT[- t �ppp F'011 A w01D SPf® As Rt17UMED to THE JUR15016T10R1 THESE yR1TTERe WILL li[ RKiKIEQ ANO NO EMBEDMENT IM'0 NIY FfOSN IUATERYL fKN1 BE PEIINRRD. r... BNALL N . • • I . _WOOO�t[AOtR ,. wGObq�KfOIDDT FOR A DYKCTIONAUR' F'ACEOR KO-0.85. usfiC A91X 7-Te NOT C%CEED THE NAIfINUM AS.D.) 1/.• ,1-20 55 s[>QITALIt BOLR V9io SHALT BE LONG dOUDR(SHOULD Mlr nWSf1 I/AtERNI 4DSY) t0 K .. Il '. wr , "` � � REOIWRD -•.'� � DCSW11 PR[ PLITKYO'i INDICTED ON SHEETS 28 � 26. [NOAD! J/.' DAD ANCHORS. ff t/4Y TAPCOIY ! r O.C. � 1 .1 tAPC011 0 r O.C. tY 7ARCp1TKOdt • t 4Y NI ORDER TO 4ERIFY 7NE ABOVE CONDEEgN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 �.-_...�1 tn• ItItL tMRFAKO - ..�t tn• MN. 11RWAOEL i'. 1�/t 1/Y MN. 1NKAOEO i 1 _.. -T�1 t/t• Ytl. MWAD® PbIC�A110N AT ,1000 , � I PCTETKITON AT w000 9W1 K FIRST REDUCED R1 AS.O. OCS[iN WMD LOADS BY 1RJLtIPLYNG 111UA BY 0.8 NI ORDER tD SJ) IN CASE 1FMT PRECAST SEONC, OR PREG1fT CONCRETE PANELS BE FONNO ON THE E%KTN6 WALL. . 7tDN Ar R000 11011 p w000 POIE1MTg11 AT WOOD �' 't 710N A7 1100D NUDE. I MGOnt TO COMPARE I/RSSE W/ 11A1t. (AS.D) DESIGN PIIFSSIIRE RAT1110$ INDICATED ON STIFEES tD • te. ANCHORS 9LYl. SE LONG OIOLl6N ro RFItCN THE IAANI STRUCTURE ■,eIIO SUCH PArtn.S. NKagRAOP teAou � ttrAlER �'� 1FIAOCA I' IfA001 SNAIL K AE MENTIONED IN f.l) AND w e.2). � �� �-�. nl ORDER TO vEla-v THAT tatvoRXurs AND AA1CrIOR5 ON tLsf P.E.D. AS TESTED HERE NOT OKR srlLEsxD, A SJs INCREASE �` T, 1„• rit Y t,,. f. , ; ,y 1n• ,/.• ,t� t/t' ,/.• NI ALIDWMRE srREss MR WIND IAAIIS WAS ME USED us®N THEIR ANAlryi. /ASIENER$ fPAG111O *0 WOOD HAS eEOt t/�1' TT/a• ! /r 1/,• Min j 1 oETO1R8IIED M ACCORDANCE WITH N.O-S. 20+9. (C) ANCtIDRS sNALt a IN$TALLEp ItOt.LOH1IINC KI of THE ROCOWDEAATOHS AND SPEmF,attoNs tX THE A,ILM011's / . '1 ' i ' -- � IAArIL1I'ACTIeER. �. f x• , T Y WOOD HEADER W1000 t4W€,R_ x 41DR1 PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BCE71 rEWIPRD M ACCORDANCE WITH S[CEgN 1626 OF /, � Ib,. ` � 1 Rh. , •, , Mh , _ / I ,• � tA• gE0uNE0'_.. ', t A"RE0IARED I THE ABOVE MENTIONED CODE AS PER FENESIRIITIWI T[S1YlG LABORATORY. INC. BEFORE 12032, K PROTOCOLS iAS-201. It IT SHALL BE THE' RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EOUNONE55 OF THE STRUCTURimm USE NNEIIE SMITEER TAS-xOx AND tAf-tOJ. H TO B[ ATTACHED TO 0151IRE PROPER /VN.YIORIGE TI[5 S/RJTTEA SIWi. ONLY BE ATTACHED TO CONCRCIE, ROCK j CPA , i I I i 0� WDW TRAM[ BtIAANICS. `: - I 'iaA. ', ,-�-. 9PlE. � , L971VE. ; r� 1 1 �. - �•• �- 1 I iC � _ 2 THIS SSTEM NA6 BEEN DESIGNED To BE WETALLED DR riiE oLA81DE a THE OPEMNO A1:OESSRI6 THE OPENRW TTtON THE � FROM TR MSIDE OFE KgERA LADDERUD1URE. DR LXT. HIS APIS VAW W71EN OIBTA11ATgN If IMCWXO TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR ,b TO BTX/CAl1UC ALL SHUTTER tIO1MONENI COOTS WWdi REMAIN M 00IITWll01A CD CONTACT r1T01 THE BUILDING ID PglVEM twND/RAM INTRUSION. CAUIIt AND SEAT SHUTTER! TRACKS AU. AROUND FU I i I ,tR. fOAArRM I w wr•RNvt i ,w nav,MTeN 1 lDW111• I�IMG I ' (eCE ,oR 1 enOw, [>ti1Rq dQ RD,t1AAt Lea. NDI[ N oVeR i 1 ,Awes -0a toR.uA (!FE 1grC 1 l0 PIA. ]• PERFORIIFA FROM RISIOE BTRUCEURE. S►IC/F A/q OOURE fN1MO SM[ WNgOWS VMd W5fALLAl10N 6 REOUEKD TD eE t] S10RM � l• W. OtAK M WAY +O aus I ' IR fOAfaAi �I THE PANEL RVSYALLATI01r SINLl COMPLY WEfIH SPECS f.OM+NEO M THIS ORMWNC PLUS ANT BL111.0[ic AND 10MNC . � IA116 IftIOrM a NBI ,w •L• yq, I PANG IxFC1M Hw Ira, M . t� I eN 1RtaT ,y ; 1 RE4YAATX111S FRONDED BY TILE AJRBOFTION wtiLTl[ PERMIT n APPL[A TO. pevAILtINN 1 .. _ - ,R,. EII'rILNION ( NOR t KLOw) u lYr1EL LL'NO11, tl•,. fVMM,OM OIAtS 1 A. 9ERICS 2000 b15fALlATgN 6 APPLICt$E 10 Sf,011 AND OONBIL HUNG AND I/DRQOMAL ffi.IOERS STYLE +TVAOIeB M11E11 (Q R00Af i i fA Y. �Wr•...�� �" �w a �It fa0w) � A 710 =" PNIEL L1MMW% PANCL LD/O1M 1NSEKLAt+ON 8 IIFAIARCO TD BE P[RFORMED FROM THE W6WE OF SERLIC1lfK. ,t. Ai11WM MgOwf AND DOORS. INC. [ - 2 IMN6 STORM PANEL SrfT[Y`• 4 IWDR P6oBO. 7//8'1, � ! 7 Y . ] 39• � _•_.. _.... t �� S. ALSEE L ALUMWUM k3fRW'rONS TO Bf e063-16 ALLOY AND TEMPER. a aKi aw 32. �.- .,, , �_. ;'. - � �• ..--: _'. - — _._ ,.._.. ' twNO � �..� (SCE NOT[ ) �(LR4E� OTHERWISE N0E[0) 16. (0) 1T4S PRODUCT CVAlA1NIOM DOCUMENT (P.E.D.) PREPARED BY THIS ENfE1M[R IS OFIIEPoC rID DOES NOT PRONOC MFdI1M110N FOR A SIR SPCCPTC PROAECi; la. WHERE THE SITE CONDITIONS DEVHTE FROM THE v.C.O. l Ml ALUTAIM,NI StICE'L METAL USED Ai CLOSURES SMALL INVE 3105-HL4 KIAY. -'--..,.4- -._ ! } I ` — , , IWK t�glGtOw �' ..— ' _ _ 1 � _.__kl�,,. — -. �• I 7. ALL STEEL 9KEF METAL PANELS SIYLLi I HAVE STRUCRIRSTRUCTURALDUALITY STEEL. AM A-653 GRADE SO Min., OAIVAFfZCD STEEL (e) CON1NACt00VCT 6ALED L O CMDED . DOES Nor DEVIATE ram TK PURCIMBE AND INSTALlAT10N [ICLUOwO LRE SAFT.T' OF �-� i ( � �. 4 - � r _- _ OESM,IMIION N/Fy- SBA kRl (,Mt[R gOLLEpj. THIS DOCUMENT CONSTRUCTIONSAFETY At STtE IS THE COHiRACroR'S RESPONSIBILITY,CONDITIONS DETAILED ON W 'W IL ALL SCREWS TO K StA1Nlll8 ST[EL 304 CI 316 A151 SEWS OR CORROSION RESISTANT COATED CARBON SfEEI AS PER Or PLATEON(o) THIS PRODUCT ,Y/Y1N110N DOCUMENT WILL K CONSIDERED 1NVAtA, K It001F1[D. •° _ I '�"�"•,.� t'� i .�__ •� __ 7_:: 0,It"8 W/ 50 YIELD STRENGTH MO e0 M TENSILE STREIICTIII M S/R1Ll COMPLY W/ FLORIDAFlyRlARW DCODE SECTION tat 1.].].4 j • 1 ,IfON'OIN V - k-'90 I (e) 51tE SPECIFIC PROJECTS Sw1Ll K PREPARED BY A FLORIOA REOIST[RED ENGINES OR Al1CNHECT MHICN WILL e. BDIR TO BE ASHY A-307 GALVANIZEDlAELL, OR ASJ04 sflREs STAINLESS STEEL W+TN Ja ,nI MINIMUM rtE1D STROHDttH. BECOME THE E110REER aF RECDRD O.R.) FOR M PRo.ECr AND WHO WILL RE RESPONSIBLE FOR MC PROPS � I ` ••`^'. � r _� UKDF THEP.E.O. LNOOrFiR DF REOOW. ACTNc A6 A OElE0AlE0 OI01Nm1 TO ME PIA UIOIIrtOt. swlu - 10 TO WALL SIIALl K AS FOLL0IYS: St1BINt 1D THIS LATTER TIC WE 9PEM1C DRrYeJOi MR REVIEW (N HORS (4) SE1,YCGORDP•CA. SMALL BEAR THE DAZE AND ORIGINAL,SEAL AND SIGNATUREOF THE PROFESSIONALEN,IINEETt OF •� � w ® 1_.._j 1/4•P TAPCCY ANCHORS Af WNt1FACTURW it I,T W. BIAIDOt, RTC. MIN. Yo.]1f1 P.►1.) TWIT I CON. 1/4' . % 7/e• CALK -el FHChoVIS. AS 8Y DEwNT NYC. (MIN. t'c-J000 P.al. � � - GO,A. � -I EO :'' L•. i I t/4Y-EW � . Md. W//4Y-tW3/4S.i us. W/ 4- P PYMALE ID 8 PANEL]NTf PLUS ANCHORS. K NANVFACRMCO BY CLCA CWJ9wNIC1'ION PRODUCTS 0. in1/e• Nw NUT I.- t �t 10 ANnAtATe � ACCORDANCE wRH SECTION t 17 � OF FLORIDA BUILDING CODE. ONET UBEL SHALL BE APIACED ft1RPEVERY M[tMNO. I• (aeti . 3/Jr ow PUT Nut I I I 'T//r. ��]]�/.n• wwo ., , i o' '1TAf,totY"'�: ,/r ae I wAwaR �o �}p r4.J390 ) IAr[uNo To COMPLY WITH SECTION ,7oa.fa or THE FtAR1oA Bun.Dxa coot. �)L� � I ...�_.._1 I pf.l. I t�i I tArt1E11 « 1f In' O.c. � l 1 w ;.• 1 I ...._...t C• lAPc011 • S. O.C. 0 r O.C. t - ' ,IHttFAoeOW'(�ADOO�MM,1�AKpR7�M,gN AT /AOWDTN � :�a�MOOD_p!ATC ]/Jt• WIIKI NUT 2•N• 111000_PSILTi I '' F'[AML2 ID i .ANELwIC (BUS. AST) MINMUM FMBEDI/EM OF TAPCON ANCHORS MO POURCD CONCREE[ S/NLL BE 1 J/4• ANO x' FOR vANEL1JAtE W/ sTlo) I - //tt• ` Il l 1 t I • [ ,p• o.a IrIXAReD - - -� .1 � j ,7�d• ) ,+O ` '1,•_. I • K rurt� Ar ,ROR,OnrIy.L ' ' - Pa�ET1�Y1TIOrI er tsoeotN I� :! • trtyoo Fur[ \ _pti4' w000 F1Al[ 4 L At) rA �EMIf �oFa t�/sY % 7/ CALK -IN ANCHORS &rLl BE 15 7/9• INTO CONCRETE. No EMBEOMEUE INto 8[OUIEO o PN1ELliO[ � I I' ANY w fi �e 1/TIHII(AOLD w 1 fjsilow_ �_ I • IWN.-1DNIFJOEO POIE7RA11DN � � ._•=:. I I IR000 PLATE • «om PUTT T..' • e 1/4• os. W t a , >`- _. .-.--- 1/.- P-20 SS SIDEWALK eOLR USED SItALL BE LOW ENOLI®(StHOULD ANT .INTER MATERIAL EXIST) ro FNGLCE ]/.• AT I8011ERN AT NtDYRDtN Or PLATE INTO ANCtIdIB. A. T sawSCALE]/e'.1• AJ) IN USE THAT PREC/ST SIDRIE. PRECAST H:t)NCIIRE PAILS, OR PAVERb a FOUND ON THE EXISTRq WAIL OR �`al!�••••••• SCALE ]/e•-t 11AOR, ANCHORS SHALL BE LONG ENtlL10H TO REACH TH[ MAIN B[t+INO SUCH PANELS. APICIIDRAOE SHALL `�J •�II'EM�.''-,� 1 tt•+'N"'N BE AS ME/AWEO 1N At) AND M A2). 1R.AI,E 3/e•-+' fcALE 3/e•.+' P ILU -No.14167 �(P f /�• � :•••••.. ✓d (B) m ExISTNO r-..•..+5 Ra_cyx� 1■Ei 'Ii scwE J/B•. t' P; '�t•'EN '•. { SCALE �•' ••EiIS�•'••., FLORIDA WILDING CODE (Wish Veloel! NU cans Zell FLORIDA WILDING CODE VHIIDO NMMoom ,. nerAllmo,s ARE oar rMn FOR t1ULtlHNes won Asa oHt«Iat IaOf FLORIDA WILDING CODE Nl h V NurNeaM Zeno R1atl n,lDD. IKe F>•. -t TAPOOM uu� ANCHORS. AswF.w� IAtTURED Br�oeEwLLT INC. (r.,.tsoo P.. t.) .amR nrEm• re w ro .sss. -no PEF APO IMrn•s LOOM U to e•-r 4RRss 11L>Be. we rA. 1ST NO 14187 < r. 20 GAGE GALVANIZED STEEL BTOBN ►ANEI � 20 GAGE GAWAIBZED STEEL stolid PANEL ,r . [ 20 GAGE GALVANIZED STEEL (TORN PANEL ' eR,rl «: 1. RKTAt1AT10119 ARE oar ,wup FOR euAARns tMIN A.f"0. DESIGI Laos � * `. e•••I �' - I+•-,0 PANEIiMTE /EIIAIt p Atlp PANaWR PLUS ANCHORS, AS IAtNUFAC,IIR[O BY ELCO CONSTRUCT" •'•- 1tMr 11 t rOR ,EW w000 FRAME catTsl+fle+ow. wood ,t[Ilfna ro K saun,ow tN : * �- PROWICTf (rm-ioTt p.l) 4:- PRE Ie) a. r/ waste oos,lr or o.se OR EQUAL PROTECTION PRODUCTS, LLC. 01 yye UP ToaSS.s. -".a PSF ANDPwRCL•S LOOM UP It e•-r. GLOW ' --- _-_ ��• ATE - _ --. PROTECTION PRODUCTS. U.C. OIR• - - �'- PROTECTION now" LLC. , w a. Fat t1Ew wood rRAlc calaTRucltoll: wood ttweRs 10 K SOUTHERN•q w w • �L i C 0 INe. sin u e fHar 9'•., 0 �� E `i 0 INe. .pF{.I. Et fnaF v 0 INe. .em aw. Fa mFFT ���p••. fl 1 IM+t ti SSSN tNNE No. 2. w/ SPaA'IC oolsltr K ofT, OR COU4L ORl .• t1Nr, n m+4 � e4Ae e.�i'c::'• •::'E u w..tr Ra wr,l woc IiA)/1-,Wa root traa-0sT 20-178 tt`' .•.... ..«�P !.�-•rr.,F�I'+aw'� �_� ■ (Fw)nF••Tw, FAc tw7sR.-n•T 10-178 �a � tww w wW18: (fegfEF-Tf,4 COMPONENTS. FOR SERIES 2000 Bt 1000 E-Z HANG STORM PANELS (SCALE t/2-I) -'10.1es-(TOTAL WON)- _.____. �•- — � 1 ,- - - -.-------,t.9oo• (uFECTAR «sirlG-.-----_..__ _ _.________ � � i __-_ ! i - ' � ..-ispo• -f : ,, ---- - repo•-, ? ,. 1;1� OLOW Mo. THICK STEEL � 'Y�- 3.8W 3 1.1M• TYP. OAM wa'wuM 1 - � a-ao aLr Q STORM PANEL PANELS Err IN w/ HnIMfO QwC `o.250 �- Y ISOMETRIC VIEW tTA1L A ROlINOEp coINKR • U,Da of PANEL'S [ND UP w/ IHEeIrAED [tIOE (N T.S) y0• Dee• eTn•) 6063 TS Nam. ALLOY x30- O2 REVERSED •h• TRACK NJ• t_ i tTYP•) O PAt1E� eoB,-Te Non. ,+tlor O RS'VFwD wU' TRACK HIM fe R 1 f0 NILL CONSIST of 0 PANELS. BOTTOM IO OF 1. ANGLE 126, I 2.060' __.. ... -. e• Mom, .._.. _. _ __ . J 10- 1'­.. �Iwl• tars 1'/2t t'/2 4 We a W/w ®• ® (f4 ttOeq � a ,w Ds,la[R Aa,WA4 teE _ Iw • fIaHKULtEKo"e=3`oN si°"iu*K00w i• 3ltw. Y tit ...T QOO (et+e«OR ,Fr1¢I IrtloeoR r+•1nl-IRnOIWR OAllO,)_?- at NOR L; ..aelR � .t. g3 wlnE .Snow IR"SEE tILCIWM6 Omit war '3Q NOTE 3 i�OR®w/ q, W/0®•Q /OA • yRr PANG OPD«IO EKKf���KMSIMHANG STORM N�D fOE ., rFNwA0T�FYOKA0 T GCN /.• HILL w �,/,' tAst EAR slLtt[ .1 LDiE3- (, ). �[�.•OE-,9®L3_Yd)0:' C - 1 LNrq STORM PAN[L SrSi[11 CONSISTING OF PAN. . Den,. T1NCIts TOP . BOTTOM, (1) 9WLLnr1AAIrISE��PROVOEO ALWAYS RE TOP OF ESI7CN 1W1CN OTHERWISE A STOP BAR (J) + 4�•-tom/•- w 7 � OF s,Mt�Tom�istiN� T [nirtR�oF T�wow EXTERIOR F�tAAKRs of ENO PANEL (4). IN CASE HINT END PPNeIs AIIE NOT COAIIRCIED ro BOTTOM CRACK C... A STOP BAR R ONIr USED AT TOP AT LEAST TWO PANFS.S 9MLL SE CONNEC7[0 ro BOTTOM TRACK I,Se1G SPECS NDICAT dr NOT[ 3) MM INAICCASE CONNECTION OF PA/af TO soTrolt iRACN WAY OCCUR cuR AT AMEL (S) SEE SECT N t•, S' ! .' ON SHCE1 N- SEE ANCHOR SCHEDULE ON SHEET 29. ..... 7 ]• ty,, 2/24 1'/24 pppErslE4 (tXc NOR A snoeT /' nn. CONCRETE: ANaOl6 l»••7 3' Yo.. pa wear a war ») I , In, Sea l�O'. x . . i•+�« PANS) (oto )iil ; R[ NDIt t, ♦ IE/Oe II I 1MIRI.Wt[ rTP•) MIOYM PAtLLS` 1/r 1 fy: 1GEaPAMkT°f""0M ie• • 1Afr M/R (� To K RIItAi1fJT AT rAa TYPICAL ELEVATION a'A•'o WHN7'Altrtn st tN1nyD[o w s'MRAcraTo eirlso E-bAN6 'STORM pdyop E� Z,gib RuloE a sRKxi,uRc wn[ ,nr . ,• ,a• Mt «, vt• ItAa owl" SECTION B-B Dings : enfa AFJI - ,• (+). KFWe110N K eaw,ne rem: E - 1 IIA/t0 STORM PANEL SYSTEM COIIISRIIIV6 OF PANEL SMALL BE S ES ONE WORM ON V1RACKb AT TOP t PARIfLWI[ PLUS OR IS' LONG Ai BOTTOM w/ PANf].MATES. (2). FIIO PANELS SNAIL ALWAYS SE CONNECIt� TO �f�I1i6 FILL ,TALL er MEANS OF rANELJNTES oR, r usm JpNALr w/ to TONG Q) TMCN a eotroM• END rANQS welt talc � / 1 4Y-2D.J 41'N1f10 T��(OtCLPT AS otlsEAfeED a41R/OAT"CA-s) //EI:'olA7MF4 (3). FDII hLSPS WHEN END PANELS AIIE IAE JOWILY M/ 19• TONG ®Af BUT [ILO TVytLS ARE NOT COte1PL'IED ro BORON 1MCK� 7I! STOP BM 911AL1 SE PRONGED AT TOP OF SUCJI PN[L5. (t). FOR It/SULLAlI0N5 WWp1 CND PANELS AND SOME tNRRIOR PwBprt,LTSDMARE Eq�AocO1REtnr wW�Y 4K■u�r M%sPIgNO $�0 NRL1aA,roN ANO IY! �]T0�/� LL Mtn. �dC.EP �AN� ioR01 HMS OAC80R PANEL USED r w/,L OOCB NOT NEED ro a WNNECt[D I. 9Y ANr MEANS- TRACK INSTALLED H�CMI =gAADP'S RETAINEDBr 1. LETE At RIGHT SIDE OF Ntt 1R'iRgR PA) HAVE (1) INTO POURED CONCRETE OR CONCRETE BLOCK awosW �ID'wRase' •` wa41R —� •. p`A19 er � �e1FRwN � � \ 5 ,\`;,;,,`• \' \`�.., ;\ 1 a• �i ReOYOfR [:_ I 1 � •-�-_... ,RINK .WC Pt 1 ' , 1 VN• Ap,a b V J. 6 , I 1 1 � a wR'vr'�n i b "IN In on t A OIAI. I 1 1 + ERF otaRA. 1 L I C rr T ` M r « F� 1 Will 1N0 f11RECi YOIAEtIM[t NEST. e lI1R.1, 11e iattW«NtBonsraItRam,oeMWN ,wW a, war n EKE �i'°•'uib ,0R . eoTrol MaRara[ aRI K L«IIeIIss w AKr ww ro St1If nw to .met 1tOI1Kl SCALE :3va.1 IRQ RDeeu[ a win bl z r rn.- Mt * a• eR war KRW t RwA/i N U L Q� Q � O C 0 o , o Qi Ocn O Q Uto O W = Q Z Z Q J d SHEET N0. SH 1.2� ASAGOM MATIONI aff-, nsw 44M -723 w an LESS T-L, BBOLTED21. X. IV. -01SA -73.3 70, OR LESS4' It 4`W MOWURD orA& t WmNvr AT amw IS TORor Fu Lroom WOMAN Ammon WOMM MR t. D. - 3 1/2' APPLICABLE it f ANY COMBINATION IF TADS VAMM 'Wa LDWFN 00 PRESSURE M PwgLwn MWZ a PAMMAWK FLUX 10 coomm calcom OLM To 70 .... = 10 CoNc� §L= lacamoomll- ILM MIA 12* */A Ir N/A 12* N/A 1' A 2' (W) 065.0. -75.3 3'* A- I. OM) 70, On LESS 12- 3. 12* S" N/A N/A N/A N/A N/A MIA 12 1/2 N/A S 1/2' N/A 1/2* N/A 4 1/2 N/A 3' (TOP) N/A 12" N/A 9 1/2- N/A 0 1/2 N/A 3' (BOTTOM) E12' W/A_ All. 12 ' N/A l2- N/A 4, (TOP) 1. I;r 1 9 1/2' 2, 1 11- 47( OV�T-) • LIMF?lD TO OLO FIFA. A&D. BE" PRESSURE RATING ASS OW So FOR MCHM TYK A SPACING FOR 0474AAr&d PRO WOOD FWAIL @ULM& umem No" gwom AM 161WRM CDOE Devi" An NWAM a" no MM" MR LIL LESS THIN RCCAM ON SO AE OMM ANON SPACING BY Maw%Lv" WACPC sea of mmu w ve miamn mvm MR TWO OPOWOU TO BE POBOUR. I== SPArJO4 ONDOW LOIN FACTOR SHAIA FICA Y HEY TF1IM LVOM VOCM Seem FOR EACH ANCHOR "PIT a xmmm 1/4'. 1 1 1/44 P&L MMM SPAIN 0.) 3 3 2 00 awk w 3 3 1 A 3 31/1 a Its 4 =MCA 41= *411 AS I AAD + 0201.111111111 NMI. DISTANCE SETIM BOTTOM Of PALL me TO OL I/e -1m" + + RMUM Mn. DISTANCE wivocco BOTTOM Or PANEL me To BE: vir 3/ir Va. Li COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-l7 13.1 ar (MIAL OWN) _12,300• (EFFECTIME WOM---- Ao" 0 6 1/4 cot 0 it I/r CA -jar M. $FIX BE wwotmo) -VI I 1Bo3.*6 OW LOW MOM" mow Now "M aw AM AM M I &IVA so mwkwm 6 /I ctyp.) .376" DETAIL eQ -go CALIK BUM A EDGE Sw-j I.M. (DSTOM PAWL A PANELS SNALL K 06VAUM ALONYS 2.38 FROM UIT 10 ROSS! W/ I ' UX PAMOL AT 00 AT LEFT NX OF "Ho HEADER -F- TRACK ANGLE WITH STUD chin toll PAM 0z; C. Awlll�_V_ EAST Ull W1 HOAPM f= &o.w 'WMOL 0 1 133% 0.270" OJir 0. no"ll cm L �00 -2-250' 7 OR 2.250' 7 tSOkd[= VIEW DETAIL A ROUNDED CORM 0 ENDS OF PANELS Mk no' END UP W/ HEMMED ME '125, (N.T.S) xv, *"no I r pw OF PWMEL AUASU D61M Hou WASINIER 3.7110 KD HOLE AT PAIM91 472* on' -1)- 105-14154 ALM. ALLOY -a.. 3 2.1 1 24- Su SWEET 6 FOR ADDITIONAL LMAMM F SLKW LENGTH 8 1 owl* Ar-, ONLY Youlo FOR vorA"7m wm %= ST11111crylits t.2iO* -2.00V 3.7W t 1.1 I.Ow 1!3Iw 1. Ow 4. SAW, 1 "Oso"o .75V REV. 'N' HEADER *U' HEADER 0_1 PAL L.L I MAL I- ALL 0j. TRACK @ rMa.-umm (USE: ONLY MR E-Z H" STORM PANEL .Ow WeSTIEM) sou-Te MAN, ALLOY 175' NOW INGIT woclufty lmwu one tons) 1. OW 1,1.26• 44167 nMOA VULDING CODE (Men 7L dew ATIM STEEL PORN PANEL TO. STATE OF Isom vot 123' 24 UK G&VANIZED Ism SECTIONS - -2w 0 •­7me. \ Q.DBAL PROTECTION PRODUCTS. LLC 11LIEC L 4m $A 61 VISIT MIS*AHD 33314 -Olff or BUILD -OUT 20-175 @ BUILI) *F* TRACKIEWrM N. TRACK (ZKMAC 3 ALLOY) SIX -SP-I 7tw If INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTEOPM CONCRETE l CONCRETE ANCHICAS ;-MtxlHmuLE al EXTSTIND pOURED comcognL ma, 0 rAMM 10) (SEE SO4ECOAL OIr Olt CONCRETE KOCK sI&MMMOM.No"I FNUJVAW. SWEETS 9 THROUGH io* 1 SODIUM. LEC CONCRETE ANCHORS POP (SEE x,HEDaEOtt- 4) I/T 1/4 W/ ALI, ✓ J11/4' w_x_ box CONMM I. .= SWEETS III THROUGH IQ) ED. V SHIP. PANEL LENGTH Mwin. 'SM to CLASS. Fr -)o TO GLASS (Ills."oGriNLE ON I ON SWEET 3) "SETS I W=11-In SPAM I - -1 WELT 1 1 SAM PANEL LENGTH 't --- �L _. -- , 4c Loom r-411 , I PANEL UENM (SEE so*xu t . ON sm!ET 3) ISM SCHEDULE =s4 ON $HIM 3) KTOPTAWL (SEE SCHEDULE: 0 ON SWEET 3) OF V OF v MAN MAX. .-A OF 'V f 12 I/r IOCi MAX CONCRETE ANCHORS (Ilff SCHEDULE ON SLAB %Harrs 9 THROUGH 10) smem a THROUGH Or WALL OR To) Me VALID Foot put ISHICIEF J. Si� CONDITION) 4)" ANDPWM IED ALL /. Z' AWWNIJII FOURED CONCRETE CONCRETE BLOCK any" pm u emomm 1 LUNG" OR CONCRETE: SLOCK CONCRETE: AMCNORIA REOLOW. 1;• MISS, WINO ALW" SPACERS 0 O DIEM I THROUGH 10) 94EM 9 St I(T) SommuLE N REQUIRED _@, t/2' OC. (SEE TAKE 01 ON CEILM MOUNT11111a sumn zw Mal Na WALL MOU111TING zmam NONNI w/SMCM (molt 12 Rr I SCALE 3 ,P MOIZ FOR COMB __1 IMAIM OF ccrmNS; LOL WK DISTANCE (SEE SCHEDULE ON TOP 49 BOTTOM MOUNTINGS CAN BE SHEETS 0 111 10) COMBINED IN ANY WAY TO SUIT" ANY 114WALLATION. INSTALLATION DEIAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES 1/41. LAC KOWN •0 61 OIL W/ ?To EXIS Tl PC 1/2- MP, ?HREAM PENETRATION I, ACQUIRED 00 0. EDGE To 06"4 WOOD "ONSIR #14.1* EA DOI OF 0 Lk • END OF LAC SOW" 0 r 0& W/ * W THREADID) PLWNA 911AIL 1/24 a v /3 EXISTING, WOW ADO 6 = pop SPOT TO OVAL tvFjw Q~ I - 1 4. 4#1 PANELMATE FDA IS AWMWR " A, W�E 0 7/8' MJ. „HINT/Om MOVE IA KLVO) PDaMTIONS 12 I/r &C j I/ An or IN=. w. �7. CIA IS ptIN 4 i; &', W FIAT 09 ON OICE c. IF 0 in Iwo 41 i HOW, No' lul, Ll w AIDOXMV` FLAT OR ON W19N k1j,"IS Cow I W "VE Qlq' - ALTER"= 9-W SCALE A I W ALTERNATIVE I GICALF 1 (4 , ! Arm I. INSTALLATIONS AGE ONLY VAUD MR BUILDINGS WN v_AS D DESIGN LOADS AN LIP 70 .66G. -753 pol D AITIL NNS U0,414 UP TO tV. SIT, L009 NEW "Alfit CONSTRUCTIONN ;ELK KGO MEMBERS 10 BE SOUTMN a) SECX DU0, N., on EQUAL 004iW% SEE wcom ITS AT w AS WELL AS PANIT A,= 1 or. NIP SAM M www'T" ,mXV Olt STOOD 4w Oak ow 23 Am= TOP a BOTTOM mokpnnzw SIT oovomw IN PAY ALTEMATW TOP HKAOM WOOD r WAY To INXI ANY IMSTALLAINNi. KALE. 1/4• 1' mw DWM rwais N0f SHOWN A* ClAw" pI .1 No. 44 I STATI OF y T_ 1, /44*-2OA3jA- 'L IV ) • 12 0C _2= TO GLASS t % SIA./1•AWIf,/ptl par SAS 0 SO, END OF OU DETAIL 1 4, AM 'A 32 ow" - $- _I_ i 'A BELOW) L11 ?.Hun REpXAaOD TAT - .0m Tknok W. C" M. 40, 2 O.C. Coo, 44. &M S vsk Do or 4) ORAL I kMI_ IA Orm., EVERY OVOKAP w/ 7/8"w/32, C." LA: 3Cmun; 0 r O'C' " WI I. .'I- 10 LAC;& 011M PENETRATION 294 _ LAI ON ON =411D L pul filf"'Im ALTERNA= VW SCALE 20 "M GALVANrJED STEEL STORM PANEL PA. WAIN .OBAL PROTECTIONPRODUCTS, LAC.-/Ul- Mao LW. 91 ~ DAIL N. SO PHOMIL "M)M-M-k IN 111MUM AKF6 MM PRESlURr GATIMIC les-El AND CORRESPONDING 2/4 1/4. 3/4. 4/5, 5/ am-SKM PANEN LFbM -0 5 4 6/5 REM"Ill STORM IW/6. 2W/6. 3W/7 At 4W/7 ANCHORS DISK SCHEDWILIE ON w JOCK & WOOD (t) A IWAMAMATO POUKQ CO SWEET11; S. I* all) I• WIN. 0 4 r T -I- MTN UAM Ct omit DIRECT =Km Al EACH rub* I-T MAXIMUM PANEL 'Ll' OR -L-' (ft.) MAXIMUM &LD. OEM PRESSURE RATING (P.0.) (4 w CONCRETE a WOOD OWNAATOO t I+ me Is'-V W-V ... 290 41-01 111-#* JIGO ; I,--r ?a*-#, 310 10"-fol to'-0, 4" qao-- 91-81 1111-91 wa SILO OZ ?_ Sa o a--.r -re 210 r-sl 01-10* 400.0 Pao 0, -0, loan floh d-3' MAXIMUM PANEL LENGTH "L+* OR *L-" (ft.) 0 VAXNW A.S.D. PIAL9URoes" RAtRYo (9.1) l+ CONCRETE a WOOD WWUATOW t Jac 14,-4* 131-41 Sao I&I-ttv Ill-r J0.0 III -A, po�r 8,-r 0,-0, 4&0 *'-1' a*-r* Sao #=Jll Sao TAP rya r_d* 410.0 71-41 Pan Y&P --o- 01-8* Mo 85.0 ;-V 01-3 Sao 4r-M, Ir-1, tan O`_r 31-fol Too* O.-r 1010 1. Too.# 4 Up#^"* To GLASS SCHOL41 MAX UmK;f" PANEL N MAD SPEED 4 170 -P,h WOOD SK0 . 170 -Ph Ummervamomis RESTRAINED LiatesToomon acromw 30 OR LESS I. 1. 0 1/4- Y33 To 00 •7 I/V 7 1/2' >90 To 145 1. 1. 7 1/2, 7 1/2- PAS ___ I '. I. - I -A dl-% IP-A% A -1- TOP BOTTOM DOW MDUWT WEADIEll v KAM 1.51MI IS STUO •iPlsf APIQUE "r TRACK 'r MAX A= SULD-OUT M, tadllaas - DMCT MOUNT Cr 32* 35* w 50• so, 4 ts"XII.5' SM ANGLE 1. 3e 1. w s , -r TRACK •4 1. So' 1. w 5a' SrSr 7 It t H ­- V (SAP tECTtONS AS -K& SILL BOLT UNBOLTED NOW r OWED PANELS W Wl 20x" (SEE ! Al I is .11 I I 9 I ! D.M..O. ..... s 0 1:- -14� IS .1 I- _ I, ­1_j @.ro I. Som Lp 2/4 j. 5/5 kk 6/5 .%/4 3/4. 4/ 4W/7 2W/6, (SEE SCREIKU ON SH1171% 9, to hll) REGULAR STORM PANEL In ELEVATION /A- QW, (NIL 0~ -1 OW WUM 7 F L SECTION A -A N.T.S. M FMCOM TO wra"ARE ww" Pam LBOK A POGRARE AS& OEM LOSS. OE WOM ffta U002114 %+' FROM SCH MAN A i LOAD DETERMINE MIX"M MWEL Umo`" -L__ FROM SC " ANSI Pon LDWH IS DO" To 7"! mm at""= PWAIL L ME WIAI KTOM "L+' AM %-'. (3) GTE SCHEDULE WON MR MIN. PANEL LENGTH MO POROPI, QUALIFICATION. INSTIM191IONS INTO WOOD ARE LOU TO = Y ALt MAX &U. I PRESSURE RATING a. ,0 a 11 Tor WI. AS,D. OtBLWN WADE •MAT. PANEL LdUN0T118 Foil smare ab s wore, ` .44167 M 24 UK GKVAMM STEEL MO PANEL Tt SATE OF Or INS. PROTIECTIO01 PRODUCTS, LL 4w to Saw 'L 3331 "We ... ....... 0��_22 20-175 IIAWFN NH INSTALLATION MAILS FOR REGULAR PANEL INTO WOOD STRUCTURES _11-111-17 Z, IMPOO TO GLASS. E (SEE SCHEDULE 1.14 SCHEDULE 04 ON SWEET 3) 4. SWEET 11) ­­_ __ SAW. 41AM 1. LENGTH LIOSED e F WOOD ANCHORS (SEE SCHEDULE SCHEDULE ON , I . 1 (SEE ON 1/4" P. MEET 11al SHEET le 46 MA)L WARP= a! SPACES! ;; _j LENGTHMALL WOOD HEADER to REQUIRED A. LONG 4AAWM SPACERS 0 112 1/2' TABLE PI am SWEET 11.) 0 C. (SIX T SEE NOTE FOR VARIATIONS FOR I IV MAX, 1 1/2. LOW SCENES.= 1' MAX. t 11", "01 11 PANEL LDIM PANEL LENGTH (SEE SCHMAI (SEE SCHEOLKF jsu SCHEDULE am SWEET 3) ON PEEL 3) PANEL MATE FEMALE 0 OR IRAMEL MATE ON SWEET 2) 7 (SEE ScHm" ON SHEET 11) 2'.4' WOOD E I -SEPARATION Is To wiss. I 14�jC 1 OL4055 scmaXxE - I PLATE REQUIRED GLASS 0 : 1 _01 SWEET 3) DIRECT MOUNT W/ Swim I• PANEL FOR MAX. LGTHS A, 50M 1 0 12 1/2- D.C. SEE LE SWEET I rN AllOON VAXTAB DESIGN LOANS FOR THIS INSTALLATION. ED MAX, 0 12 1/2- O,c 0001) APOOMORS 400 1 -',4, - c "• STAOCOtM W/ S7UlD grAm $A SAY BE I t/r LOW C T. (SEE SCHEDULE ON 417 77 SWEET 11) (1) ONULLAWN a 10 A am Sim swup" W" Iw_v 2*.G' WOOD wil Lem am Muff (M 0 A mnwm FROM ARIL L ,, GLIUM NOW upowRy seum = lmw I Q. PLATE REQUIRED WOOD 1 , i ., WOOD , ��./ I. ;, Ing -..10.= , I =To 74 ANCOM cam 7091161 � ?A u� mmum It woz =IT,Fw" a ON - - �-,; WMEOULE PL14L Wit " so Ole , (SEE ON Los AS %a f*Uamw =*=Am , T1lr - STILT Iv) CON K= ON 0 A 2MMCTM FROM 12 f/2' 04. WOW ALLOVOID ON Ii IWaAy a .011, To w ANY OFW" -415 OW". (3) 6 UlWnw AT LA� PAIR LOW" ^LOW a" (1) immo Smo RVGL UMM 4 WALL Mll MOUNT ALTERIIIIATIVE 2W (4340* LOG SAMOA OWOMM WV01M K 4 MMO ON 44 OWN SO n ONLY SCALE VO-i' L Oo"LL4m OF 1 141' 0 A T_�TNE �IW M SCALE 3/8-1. (4) NOT MMOM""D @ULM am FLORIDA BUILDING CODE (Mon Mob v"wo"aby NMrrloone Zw NOTE MR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.O. VLxlXh M 24 OW GAILVANW pi :• No. 44167 STEEL STORM PANEL OWN DESIGN PRESSURE RATING (Ps.f) AND PANEL LENGTHS IN TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR STATE 0 GLOBAL PROTECTION COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) • 11LIECOome. PRODUCTS, U.C. INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOODWllc CARL ft XXX% 20-175 MO-MW MEWDITIC10% SOUTHERN PINE No 2. W1 SPECIFIC GE OR EQUAL. 1�9 M WamAIW "Of swim 0 or to ffKN NM (C) To Imw I. STORM PANEL SHOWN ON INS Agi�l� DOOU1O1i (PEA.) WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE 1/419 TAIRCON ANCHORS, AS ~ACIURED BY I.I.W INSIDES, INC IRMA THE 2020 (7th EDITION) Or THE FLORIDA SUILOIND CW_ THIS S700M PANEL SASU NOT ON INSTALLED AT HIGH J16-10 PARELMATIC FEMALE 0 AND PANEILMATIE PLUS ANCHORS, AS MANUFACTURED Off ELCO C0161RUCTON PRODUCTS. DfgON *1%0 LOAI SWE NA"Ll K AS 1 11 7/1111 . 5 WOOD BUSHING. AS 1 17 AS SECURED Or THE JURISDICTION WHOM STORM PANEL WILL K INSTALLED. AIIO FOR A DMCtKftAUIY FACTOR P0.0.8% USING A!%E 1-16 AND SMALL NO EXCEED THE MAXIMUM "10.) DESIGN !PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THRELADED PENETRATION INTO WOW OF TAPCON ANCHORS SMALL BE 1 1/2- AND 2- POP ]ELCO PAIVELIAU( PLUS THAU 12 A, I7.* AND PMELMALE FEMALE 0 IN ORDER TO VMWTIWE ADM CONDITION, IATWATE WIND LOADS WrOWNEID PER ASCE 7-10 SMALL BE FIRST REDUCED to A.S.D. DESIGN PRESSURE SAVING BY W&MY" THEM NY 0.6 IN DPW TO COMPARE THISE W/ MAX (A.S.D.) ci) MINIMUM ImmacCO PENETRATION OF LAC SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2' NO THREADED DES" PRCSSLASE FIATWS MUM ON SWEETS 3, 9 THOU 1 2 & 17� 18, PENETRATION INTO STUCCO SHALL K CONSIDERED AS PART OF THE TWREADDD PENETRATION IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS /[STEEL WERE NOT OVER 51 0. A US INCREASE IN AU.O%M" ST"lSs MR wm WADS WAS M USED IN I" ANIALY135, FASTENERS SPACING TO WOW HAS BEEN Orrewpow IN CA) MINAKIM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMALL IN AS INDICATED IN NIS DRAWING ACCORDANCE WITH N.D.S. 2016, STORM PANEL'S AMWINCY MR IMPACT AM WIND RESISTANCE "AS BEEN VICRIVIRD IN ACCORDANCE wrrm SECTION F6NLI.2 OF CA) W4WW PENETRATION OF MOO KISH" SHALL BE 3/11". 1/4- 0-20 SOtEW3 USED SHALL K 1 1/2 LONG MMMUM THE ROM MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REFORM 001114,01-01 AND #021902-0, AS SHOULD StUCCID COST, AND I' MMWJM FOR *%ULS WITH NO STUCCO PER SSTD 12-111 AS ASTIA E 330-0 STANDARDS. AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT 1112301-10 AS PER C,5) IN CASE THAI PROCAST $10K. 00 PRECAST CONCRETE PANELS. STUCCO 04 0000 BOARDIS K FOUND ON THE COPM TAS-201 AND TAS-203 IPPOFOCOLr� AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 106 Or THE WALL. NKHM SHALL BE LOW ENOUGH TO REACH ?WE MAN STRUCnM K4" SUCH PANDIs FLORIDA SUILOING CODE AN040RACE SMALL BE AS MENTIONED IN C 1), C 2) At C.4) 2, ALL ALUMINLIM EXTRUSIONS 10 HE 00-16 ALLOY AM ItMPER (UNLESS OTHDRARSt NOTED) WE SHEET 2 (0) MCHM SHALL BE INSIALLM FOLLOWING ALL OF THE RECOMMENDATIONS AND !SPECIFICATIONS OF THE ANCWOIrS MANUFAC-TURM 1 ALL ALUMINUM 94M METAL USFO Al CLOSURES SHALL HAVE 3105-HI4 AULCY 8 PANELS MAY ALSO SE INSTALLED HORIZONTALLY FOLLOWING 11457ALIATION1 DETAILS SHOWN ON SECTION 1 Two"M04 6 (SHEETS 4 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY SIM ASTM A-053 OR" 80 MINIMUM. G-60 GALVAMM TWACXX;H 5) EXCEPT THAT HEADERS 0 A* SHAU NOT DE USED. STEEL DESIGNATON W/rv- 922 A,* (AFTER ROLLED). S. IT SHALL of THE *ESPCNDBLnV OF THE CONTRACTOR TO MBFY THE SOUNDNESS Or THE STRUCTURE WHEIRIC SHUTTER IS TO K 5 ALL SCAM To HE STAMM STEEL _304 OR 316 AM SERIES OR CORROSION RESISTANT "KIM CARBON 111111 AS pal DIN ATTACHED TO INSURE AMC MIORACE- MIS SIM1tTEP tiHALL ONLY dE ATTACIWV TO CONCREE, CLOCK OR WOOD FRANK ATTACHED 5oals W/ so AM YIELD STRENGTH AND GO k0i TENSILE STRENGTH AND SMALL COMPLY */ FLORIDA BULDNAG CODE SECTION 2611 3 �S.4 10 r REGULAR =M 4 ILENOTHS OVER OW. AS PER SECTIONS 1, X 4. S. & AND ALTERMTNn IW. 3W a 4W ON VISIBLE INSTRUCTING OWAllft OR 704AW TO WILTS TO BE AWIM A- 307 GALVANIZED STEEL. OR AM J04 SERIES STAINLESS STEEL WITH 36 koi MINIMUM YIELD SUDXM" ErIS S. 6 4 7 AIM CrVILY; SHALL WAVE A LECIILE AND READILY WMNG SEMIRK kid WITH APFIUCAKr REINFORCEMENT OURM PERIODS Or HURRICANE WARNING 7. AN04M TO WALL SMALL BE AS FOLLOWS li. FINE INSTALLATION CONTRACTOR IS TO SEAL/CALK ALL SHIJFILR COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING to PREVENT WINO/RAIN INTRUSION ItVil TAPCON ANCHORS AS MANKSF&M~ BY I.T.W. BUIUDEX. INC (Min: FC-1102 P.-) 12 STORM INVILL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAOM PLUS MY OVUMG AND ZOW4 REGUtATOONS 1/4' 0 x 7/11' CALK -A ANCHORS, AS AVIRMACTUROD by DEWALT INC PROVIDED OF THE JURISDICTION WHERE PERMIT IS APPM TO. 1/4'0 . 3/4* SOLID -SET ANCHORS, AS DISTRIBUTED BY AU. POINT SCREW. DOLT St SPECIALTY CO MITI.F-3000 FAA') 13, (a) THIS PRODUCT C10ALUATION DOCUMENT PREPARED BY THIS ENGINEER 13 GENERIC AMC DOES ACT PROM INFORMATION " 10 PAKUMATEIFEMALt 0 * PAITIOLMAlt PLUS ANCHORS, AS ~AC?UKCO BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECOIC PROJECT. �s. WHERE THE SIRCONDITIONS DEVIATE FROM THE P ED ZAMAC MAILIN ANCHORS, AS MANUFACTURED By mALT. Isc (tl) CONTRACTOR TO K FCPW4W FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDINGwT SAM OF THIS PRODUCT 0ON THIS P E.D. PROVIDED NE/SAL DOES NOT DOPATE MOM THE CONDITIONS WAILED ON THIS DOCUMENT 4319 A MINIMUM EMBEDICENT OF TAPCON ANCHORS L410 FIGURED CONCRETE SMALL 81 1 3/4% 2' FOR ELCO PANELMAtL AND CONSTRUCTION SAFETY AT SITE Is THE CONTRACTOR'S RCOONSoury 1 3/4- FOR )!AMAC NNW ANCHORS. W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INNAUD 0 MODIFIED A.2) CAUL -IN A SCUD-SEII ANCHORS SMALL OR cmKwm ile moto rem POURED CONCRETE, No EMBEDMENT INTO STUCCO 94FAJ BE PERMITTED. 1/4 0-20 SCREWS USED OVAL BE 1 112 LONG MINIMUM SHINULD STUCCO EXIST. (4) SITE VEDIC PROJECTS SMALL IN PFUMM BY A FLORIDA REGISTERED DANOVIN ON ARICHITVCI FINCH WILL BECOME THE AND f� WNWAN FOR WALLS WITH NO STUCCO, AND MAX SE HEADED SCR[ft OR ALL TNAEAM SICKCINS W/O HEAD, DICIRECIR OF RECORD (I O.R. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WINO wits PROP USE OF THE P E.D.ONGWIMP OF RECORD. ACTING AS A DELEGATED ENGINEER to THE at P.E.O.ENGwax, 94ALL SUBMIT TO ri4s LATTER THE SITE SPECIFIC oftwoomms FOR www, A.3) CASE THAT PRECAST STOW PRECAST CONCRETE PANELS,POMM, STUCCO OR WOOD BOARDS IS FOUND 04 THE &STING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STVIUCTUA KANO SUCH PANELS (A) TM PIT& MOLL BEAR THE GAVE AND O"KAL SEA AND SIOPOILIft OF THE PROFESSIONAL ANCHORAGE POLL IN AS MENTIONED IN At) AND IN A2). ENGINEER OF RECORD IKM PREPARED IT I&- smuTTvR uAmurACRONA'S LABEL 94ALL BE LOCATED ON A READILY YV5XSUE LOCATION AT ST - t/4- 9 ?4-coN Amcmoms AS WNUFAOUWD RE I I w BVKMI INC. PAWL SHUTTER IN ACCORDANCE WITH SECTION 1701.9.2 Of FLORIDA BUILDING CODE, ONE LABEL SHALI. K PLACED FOR DICAY OPENING L"apoo To COMPLY WITH SECTION 17ogt,9.3 or THE 1/4* 0 . )/5' CALK -IN ANCHOft. AS M%VNACTURM BY OFWALI. INC FARIOA BUILDING CODE. 1/4.0 X 3/4- SOUD-SET ANCHORS, 4 DISTRIBUTED BY ALL POINT SCOSEV. 000 At SPECIALTY CO 014-10 PANEt"TE FEMALE ID AND PANEUMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION 1/4- 0 rAWAC NNUM ANCHORS, AS MANUFACTURED BY DICIVALI, INC 9,S) ANNIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PAINUAMITICS, AND ZAAAC NALIN ANCHOR. INTO THE \�CEN .. FLORIDA BUILDING CODE QII" High Voloctly cons BLOC" UNIT SIwx SIT 1 1/4", . 11644 9 2) CAA -IN III HOED -SET ANCHORS SHALL K EMORMCIED 71r INTO THE CONCRETE SUDON UNIT. NO 4 04 0 7 24 UM GALYAWJED STEEL STOW PANEL PIP, STUCCO SMALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE I t/2* LONG M"MW %MOWUD aur. AND I' VINNAVAl MR WALLS IM NO STUCCO. STATE I- Z��� GLOM PROTECT" PRODUCTS, I=. . 8.3) IN CASE THAT PRECAST STOWE. OR PKCAS7 CONCRETE PANELS. STUCCO OR WOOD BOARDS BE q IOF 0 q .110) L. S- MAL fl. ml.wow H EXISTNIC WALL. ANCHORS SHALL BE LOW ENOUGH To FLAG" THE MAIN stowivURE BEHIND SUCH ` i CH 3 'am 060MI' IVA FAA _6N2 20 .8� ANCHORAGE SMALL BE AS UDIT04ED IN 9.1) AND IN &2) * M.4096,19 - i V, c� IS= ILLA 014 CONCRETE ANICHORS (SEE SCHEME ON.`. SHEETS 9 THROUGH 10) INSTALLATION DETAILS FOR REGULAR PANEL in INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 0,04pr CONCRETE BLOCK Comm (SEE SCAKDUIE ON EXISTING POLM SHEETS 0 rMMXPCM 1 CONCRETE OR CONCRETE &,Do r- -- (ISCE mom, ON OHM 3) PANEL LEN" (SEE SCHEDULE ON SWEET 3) CONCRETE ANCHORS t (SEE: SCHEDULE ON SHEETS 4 7400UGH 1 Solt i o. or v ED. SIX �yTylie1/2 I• HINCHIM SIM -to ALTERNATE �RVVt ANCHORS CDNC (M saorctu ON SWIM 0 THROUGH 10) CO. EDGE DMANIM (SEE SCHEDULE ON TOP BOTTOM MDUN71NOS CAN BE SWEETS 9 a 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. WOOD ANCHORS ON Exam Cow Cow RICAN PANEL VIA.. LOOM (SEE SCHCDUUC ON SWEET 3) OF 'L SOIS 7 i M�X_ IjO CONCRETE AAcHoRs ("Z =110Z ON SHMM v THROUGH 10) WALL-MONG llm,; - REQUIRED. CONCRETE (M Some Sh" 9 I"ROUGH 1034 -x_ 1 . S1 )Min, =1 v GLASS SCHEOLU PANEL LENGTH ON i (SIDE SCHIMULE ON SHM 3) EXIST n, Eb.ify I 4NO APFucAsUL), M ANCHORS CONCRETE ANCHORS (SEE SCHEDULE ON SIRM 9 THROUGH 10) *10 ONLY wmaN SOLID MT AM EXISTING POUM CONCRETE OR CONCIRM NwOCK :lKwus MIMS REQUIRED. DETAILS FOR REGULAR PANEL niINTO WOOD ALTERNATE LED INSTALLATION 4- z ) HUME t -ws'c' ON ALgRMKTE 100000r� SCHEDULE 11 . I, M SHEET 11) SHIFT 11) Is AS, W/ PUT 44 Is Ile - - -- -- -1 REOL%" 4 IVA. v MAX. PANEL Loot� (SEE SCHMUU ON SWEET 3) -(D 50111 or v MAX. 9 12 1/2- D.C. WOW REWIRED tam EM CGwlaj&jQbLsff_sEGjM: I INSTAUAMN ARE ONLY VALID FOR MAX. A_S.D TOP IS BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING %.z.f) AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON St 3 INSTALLATION, 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN FINE No 2. All SPECIFIC DENSITY Of 0.55 Dot EOUAL_ WOW 44CHM (SEE SOMENLIE I*SHEET 11) REQUIRED 2'X4* RATE. RuMOLHIMING ALTERMIATHE M Hu- ffla SCALE 3A.1- $ or MAX. !Q6- le v MAX PANEL LENGTH (Sir SCHEME ON Dw 3) -6-0 CD cn -M > 2 C)- a) 0 CD 0 0 cu cn C) 0 -0 cn cu 0 - Co E #0 LL 0 cp cu -6-0 U) cu > 0 cn -6-0 L. a) CD CD =3 cu > 0 CL Q. O ■ cn cu M =3 w 2 < z z < SHEET NO. SH 1B3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. UFE SAFETY do E-Z HANG STORM PANEL (1) SYSTEMS 1 L _ ORY imeu'Orlwca r . r • Mr 3105 M-14OOWfa ALA/ OONC kVIL 14Ytl[]•,' LTUOMU INN / j4•N . t 31C ., N �_2� ' fAMCdI • t2 O.C. aa1( I 1 t }11' OO11 ° 117,WLOC4aNnOA Ro•�i•GdM'Aaa00rIM1� ; rOY11ED �CpNN0O�IE17[[WA �w4p Ave GAPa# AYtl� 1•Lm LDOWM t31N-HISAIMM 10-- I•Ms. S7< AIM_._ L <ia 5 _ _ _ _ AarK4 SAMp E.O O L 0 2%4' FRAMcmm r94'a.1m• ,, I 1 -, Ii1R PWi aLMOOf a 7•N' Y00D fM/K Vat-T• ALN } 31 t' - COL,. ALLIL W1nr AM.. / MN OM I/e • WILT r ..o7r "�,eS-Yt4 6 ,r ox. O1 wo-M AUAt W/414.NUT cb d. 76N1 AHOE CASE A (PLAN) CASE B (PLAN) CASE C jpLAN) CASE D (PLAN) SCALE 1/4•.1' SCAT f/4'.1' WALE 1/4'-1" SCALE t/4•.,- .b'. _..� _'., TOUT-w7 OR w.N-w O1 ODO PMNO3IME OR 1Rr N ,'IaNMa O AtO WE7�a' FAX '!T P -dl- `, vMlEs i --- --- ® OORRrI2.4' ofoo SONS IT W F SO 01 lII(Et! 6, PANEL 6, 1 nNY[ Matla� Aa MPIKYtE w 6 1q OPD WOW)NEYON. �� �e�imo � 7�y OPCINIHO w10'111) IN 7'M• 6Oo0 rlwE 1 & � A VARIES man 6 - ' OR® Jaw XT PAaLLai ,o r I WALL (taVa CUT Do PONW 9 . SO OISTANCE 1 .._._ V♦�,;;N.n *"J It1A Ali CASE G (PLAN) So .VMS a/�SCALE sM.e 1/..1• X. Iq rR• u VALID FOR Dow MOUNT INSTN1AT10N ONLY AT CERTIFIED PANEL INST&WONAT WALLSW/ r,* SURFACE LEVFi VAAM110N3 WMIN 3/4•* t FLORIDA BUILDING CODE NIP High VelooffftvNur7lcam tom CASE E (PLANT CASE F (P 5 fATE Sim at 24 UK OALVAMRED STEEL STORE( PANEL Raw w AiDRID�',. �.�L4ir4{i SCALE 1/4•-1' SCALE 1/4•./' �C .. /OOlPaorCon PROWSuc. 4AIL ECOINN. �P- "Its 4M L•et3/ a,y Mr OKti 331M PPt TIN- . a . "PIN MAIN, ON)eF7lM MR: (w4NY-6flot 20.-.�175 �+•+� tM.•IS M. ~Ch-o tt• •• PA WA/OOYNR/bm 0110 A Ar Pi W6tI 6 a O MAXIMUM A.S.D. DESIGN PRESSURE RATING (p-s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANFL Q INSTALLATIONS INTO WOOD STRUCTaS (VAUD ONLY FOR PANEL Q INSTALLATIONS AS PER ALTERNATNES 1 W THRU 4W ON SHEETS 5 A 7) WAX. AS.D. PRESSURE PATM D(oCJSI.Ot.Ir MAXNRIM ANCHORS SNICMG FIOII LO.. AS SHOWN ON SHEETS 6 t T AL1NANtE A or TNDA 1UY tALE1A 0' %A TILE) TEPANIELlA1E flu" aA►°PITCO 10001SING 13" Ir Ir 13• IV _ a I!r 6 ,/r a 1/2• -6 1/2• a 7/r SOP) - -- S 1/4_ 12 I/2' - • +/r -_ - - _ MIT*) (TAP) W-r Liss •, e e - s' 41, - — r e• — - _ 7e dOrioLl) OR L✓Q! 13. Ir 13- 130 1]' Ir 13• 13' a 1/2 W 13• 13* 13' 13• r IW (em1oM) s tn' 6 ,/r a tn e l r e Ill. Ra) To . 1/7• 4' a 1/2• 6 1%2- 14._4. r t1. -12'-- 4• (TOP) tr ,J• 13• 13• a I1r pow[ • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOINS t AAX. PANEL LOOMS WHEN SPACER IS J USED. CORRESPONDING ONLY TO ALTERNQE 2W ON SHEET 6 MAX. A.S.D. DESIGNPREBSURIE RATING MAWJM AHCMM SPACING FOR CD.. AS SHOWN ON SHEETS 6 A 7 AP%A1LE t ANT O TRW wiwi vN (R-) TAPCON LAG SOEW PANflAN1E FEMALE O RNOLA WR PLUS 1r000 ousm O tr u ,r ,r ,] W 13• _ Ir ,r _ 13• _ r ITT (1orw e t/2• a 1/r• a 1/2• a 1/2• a 112' (if" - - 6 t/4- 1z 1n• 6 1/4• (6Wf.•) 6' n 011 7 1/2' n r r tl' 3N (eorTafq -- 1 ' 1 � - r Ir - 17- r43, -46 ro .7e, -7e Ir �,Y...-. Ir IJ' 1S' Ir ,r 13, Ir to* w tr W 1r - — tr a Ile 1W (ODTMP) a tn' 6 1/2' IT ln' • 1n- 6 1n- (TOP) c,4• / 12tt a t4' / (1OM..).'1 3,57-o^ 4 1/2- r 7 1/2' 7 I/r - (OP)� Y S• 5• 8 1/t' r 1• - 3N (BOTTOM) r ,:• 13' 130 e 1 • (TOP) i3• pi 1r Ir-- 13• To,_ 4w • SEE TABLE /I FOR MAX. A.S.O. DESIGN LOADS t LAX. PANEL LINGR1S WHEN SPACER 0 IS USED, OME909M ONLY TO ALTERNATE 2W ON SHEET 8 7lOIE.ti A A•S,D. DOW LAM Ii110 PALM 40 PSF OR LESS 6'-O- > 40 PSF TO 50 PSF 6--2- > 50 PSF TO 60 PSF 5--10• A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE AKALE ID OR PANEL MATE PLUS ANCHORS t W/ 0 1/2- D.C. L i _11161,101134101 . 191AN193w-f-114 fm 9.1LEI iskARMR H OLI>1XtlOwN �. .•�. .. 1. l.t • Pw PA M w O,w1N•' A I :or o r rl 1 ' N v MN.. MAID- LENGTH (SEE ax"T" 1 MITI, I ow SHEET ta) I GLA QASa.S. TO 11 A 1 1 1 • � l/ 1 L0• (. L OMCONCRO POUM_Q' r RETE I CONCRETE RECLINED. I bourtu, s'y 1/40tIANO3NIE plLl$__.... ANL110A � it 1/a• O.C. WE OEM ,/ 6 I6 rOR ANCMOM 11PE 6 YAM FOR SCYLLAM WM Woos TALK NLIBUM MOMM ANCHOR VIAOM AM MMOA ED! ONNKL AM Sao= ON TNa 7ORONE. roll EA. LEY THAT 64UPLVM 3PA7O *"it ON smw N THE fouAwm FAMK m THIS OPOM,IAM M eE F'CSSOLL XMM YACWD OWANO UW3 FWW EHMA. NOT 6E LEY TWA UMMAt VPCM 010101113) FOIL EAH ATOM TIME ON THIS s01NOMi ABSORB EWE . 1•Y - CAPON 1/4'• WNNaRt mom SAWS OAS 3 a •iM w IftPPo1A 0.) 3 3 J 3 I/a mmmw o•NrN 0. 6Ai ARBM MN OwQ 6W IIONR - ---3 r •fo IA ;_-- :- 9EP IXA S W TOOwe.S. J { rot-w IT tl 1 ) S I t• yA,L e' PANEL UNGTM (SIX ME1111710H ON SHOEI )it T --.._4 ODOM 'Cum (D• CONCRETE ON C04CAM BLOCII MUOtCD. - Goad j t/IY MNaaMtE P11/S _9 _ ANCHOR (6EYON0) (VAUD ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS i THRU S. ON SHEETS 4 t S) MAIL A.S.O. PRESSURE (0, fO MAXIMUM AI/CII= SPACING FOR MIN LO. PER SO1PDULI BELOW � �r moomw LwI E K (R•) W1a. AAD. PRESSURE (P•� MAWAM ANCHORS SPACING FOR 4w ED. PER 90410)t BELOW III AT 'SA" 10 M oUM i� (h) Mww" D-SET owe vwc- waw GN�N-01 R TMCOI SO D-beT =fY1C-IeW11 Gllf-w 6 �• l0 A q to N t0 A W 001�7[ OP T m r4D. LESS Ir Ir 13' Ir ,r Ir 14, Ir Ir 1r + r-e• OR Lasr . -•• TO roa, -66 lr ,r 13• Ir 1r Ir Ir lr 1r Ir it If 1 i a'-r OR LOTS _Ir ,- 13- t13 tr rr 13• it 13• it Ir ,3• tr 1 (BOROUQ 13• 13• tr IS- Ir lr tr IS- Ir ,r Ir if In t OKMOl) - ,r ,3' IY 13 W it ,J' tr 11' ia• Ir (IO►) f3' tr ,3' Ir YT 1J 13' q' 1r 13' 13 I1 ,/2 t ?W ,r Ir Ir I3• 1r Ir lr tr lr 13• ! (SOTTO1) 13' Ir Ir ,r tr Ir tr 13- Ir Ir Lr II 1/ 2 (WOnmo tr ,r t1• tr tr 17• IY ,S' tr 13' 3 (10P) iJ' 13' 13' IY tr 13• 13' 1J' 13' 13' /r 11 t n ]1r (1D►) 12 1/ 12 1/2 0 1/4' a 1/4" 12 1 12 ,/z - - 6 ye a 1/4. 3 (10rtON) 12 1/2-12 , 4 I/4• s I/a• x t/ t 1/x - - 6 1/P 6 1/4' ] (-wf a' r r O^ r r r 6' 6' a' a' 7 in• 4 (rOp) a 1/r r r r 6 1/2• a' 17 1/2' a• 6 r a• • crop) r - r - a� - N a• - e Ir is• -,13' - - 13' , •- 3/ r or - 11 l/x 4 (eImDAO 6 Min - 13• _ - = a ,s' 13• tY Ir 1i•_. _.,r U' 1r_ 1]' - tY... IF 3 (TOP) 13• ,r Ir tr tr u 3 • , ] 1 3 -- I, r r i r - s r , a , 3 -- OID1TON) - 1 7 i 7 tY , r t • J - ,s 3 --- , 7 t3• „ I S OHOTTQO 6 (LOP') - ,r IS' IS' ,a_ IF- 13' 1r W - "Is• 13- 13- /a'- a (7w) ,r ,r 13• tr Ir tr 1r -1T ,r 1r if 1/2 a 1 4- 6 1/4• 6 1/4- c 1/0- - - - - - - - 5 1/4' ! 1/1 a - - e f/4• e 1 4• 6 1/4- 6 - - - - 1/6 • i ip• 6 (1M1.«) Ir 5' Ir to 1n Ir r 13' 71 7 1n a f 13' 4 1n + ,,Ir ro 14'-4 Ir a' 1 13' 13• *14' • it W t • 7/T W , tr S 1 I ro it 7- Ir 13' Ir 9 1/2 ,r 1 1n 10 1/2 7 + Ir r t (SO MM) it 7 ,/a• it Ir tr ,r to, IP r - IS. 4 ,!r I (vonw) S' Ir to , Ir r IS` 7• 7 1/2 0 fn ,3• 4 t/2• t VOM it r tr Ir Ir -to, a 1/2- is• a 1/r a ,/x- a 1n• Ir a 1/r r 1]' 1Y tr 6 1/! 13• 91/210I/77 ,/2Ir01/2'EMTMO13' 7 In' it tr Ir ,r Ir to- it' e; IS• A 1/2. 3 (10T1oN) 7• tr 1r ,r 6 1n it O 1/2 to 1/2 7 in IS. a 1!r 3 cop) 7 1/r it Ir tr to' Ir to" it, 1'U'- • 1/!' 3 (rOp)w-r12 1/7 12 1 6 1/4' • 1/4 : 1/!• • t/4' - - a t/•• 0 1/4' (•OrTOM) - - 9 /n 7 1/7 ' ,/4• 6 1/C 2 1/ 12 1/2 - - 5 TIC 61/4. 3 (eG7MM) ]• r S ,/Y• T ] 1/2' r 4• ♦1/Y r •1n• 3' (rDp) r ln' r r r r e r P 4 1�2• 3 T!r a 1n• 3' 4 (10P)__51!x• [13r - 7 ,/2• _• i (ou"" a• - r - a• - r - a 1/2 - 7,n - E6M700 1.''a " ur 0, 7a,/Y 1J: ,]^ 10• 1r /0• 11' r tr a I%2 5 (NEW) • 11 13' tr a t/Y t]' a 1/x O 1/z 7 ,/r ,3• a 1/!' a ox%TIeN) U' 6 1/!' tr -13' 1J' 13• to' it IO• ,I' r 13• 5• 1r TO 1/t 13• r tr T 7 1/r a tn• i]• 4 1!x• 6 (TOP) 1r r ,r lr 1r W In' 1r a 1/r 9 1/r • ,/2• 13• 5 1/2' 6 DoPT 4 1/4• 6 I!v a 1/4' • le, • 1/.• • eorT.•• 6 , 4• 6 1 4' a ,/4' • 7 4' - - a f 4' • 1/4- 0 !•) taz MET 11 ION *am= 1T" 6 SPACING. no WNAUATOG PRO ,MAW rwa ILRMY • W MW A STUN MOM AM UNK M WK OWD•IK ML NOMM ON IMa WO ED" MR Lf, Los DW NOWO ON 304WAE N6DLICE AnM MOM N W WLWM SPOCON OOM ON SOSOME N M FOLLMM FACMW FOR IIR OPOMTION 70 K POYSIL MOM WOM ONIAN D VOW A CIOe SNAL, NOT 0E I= 71401 WON" SMOM PnG4f00 IY E CP AN oTl TAPE ON no WCMEo1Ai I/a1 I 1 t/O► ,/49 t/4 i ANCHM TYPE ._1>rca�.. . -_�./r_'_.. aR1s-Mt .... RYNeaww _ /rx•a wa1 m M4CHOR W6c6q 00 2 1/r a IT Mem,MMe1 W 3 7 /A' r 3 3 ,/r 3 6ANAaO RAS aael a f f/r ] 1/Y 3102 3 1/r J. r Op ow - 1- OM « SPACRpS ONLY W1UD W1R7I SPACW E 115ED. SEE /1 FOR O ,, I" t MAX. PANEL WHEN SPACER 1S USED. AKHOOS (SEE SECTIONS AT ALTNtl1AT'NFS ON SHEETS 13. 14. 15 3- MAX. MIA/13. R-2A/13, R-3A/14, Mu/13. R-2B/13. R-311k/14. M2Aw/1S. R-3AW/16. MTew/1a M2Rw/ts, R-38w O Or O O O O O O O A DM 30 Dw-u A A". OEM LARD tM PAHL 40 PSF OR LESS 6•-8- 31 40 PSF TO 50 PSF W-2• > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LOOMS ARE ONLY VALID FOR NISYALLATTONS W/ SOLID SET ANCHORS t W/ SPACER AT 12 1/2• D.C. r Wac. I � L/z t• PROUL LENGTH r-r • r40A -40A P.0. (W/ OFENIA► MO PANEL LENeIH troll) Y-r • +GOA -04.0 TI&I. DNl15N AND PANEL LDIDTH VOLE aro n A iA3E Y-r L6N. UNTO, LLtDiH A ALL NotMralGt _l L/2 e• -aVE1UiHP-•-ayDl - . Of O LENT M)t AT _i ice. MNO NUT AT '� Y 1i,Nt LEFT PANEL A/tIIONT PANEL rt ,t45fALUTONS 1NILV VALID FOR W1N10 +' Uw. R-tA 13 R-ZA/13, R-34, R-1B/13. R-2B/13. R-3814, 1' Aw.' SPEED LP 10 L7o rlw.n. M1 w/15. 11-2AW/15. M3AW/16. Mtew/ia M2111N/13. N-3800/is. --- ANCHORS (SEE SECTIONS Or ALTOOMTIVES ON SHEETS 13. 14. 15 &10)- 1/4' MAX. GAP UFE SAFE[ STORM PANEL (1) ELEVATION (t) -� 2.8r SCAN 1/4•+1' "'- SM10OM PANEL cm OLOM N.1 WAM HILL" � O S1ISTOwPANEL. p� •. .Ara•.-----. -_ _-'--- •-_ :_ �.::. *a•_=_ _.__mac: xs.1 1 * uFE i PAIR .* FLORIDA BUILDING CODE on Nigh VUlwoofty Nu cant EXTERIOR F' �ORID►• '�� , •e. 24 CAGE GALVANIM) STEEL STORM PANEL tlta.� •......`NGAI>� bap LM SECTION A -A - IL E C O E«6. PROTECTION A SCALE 1/41.1• '/' / " - rl•i:. _•- -. n., Ili -11.PIa6: (PN)i764 fa9'16M)w-67PP 20• 11, { ''. TetoinAA PAaRI BOLTS * I `c USE FOR PANEL LEMTH 01Nflt 7 —•i I f , ME" PANEL `. UR SAFi.T�ORM PANEL - I i .� S.S. IN)Lcu/��jy I IAT I` _ - 1 - -- — -- - I f - ,,-" — - -- ._ - - F 7t2f r10TC/1E8 Ai_§fllo- j - --•_- I l6FATiDN •LEE sAtTY" PA EL BOTTOM CORNERS r- : O - i ! 'L• No e PAN& LENGTH .,._..._.._.� (SEE H1 f� SHUT T2 ON it) 1._ -w TOM PLATE .. WEOUtlsD WALL MW WALE 3/11.9-M EiigS: 1. INSTAUATION ARE ONLY VALID FDR A.S.D. DESIGN PRESSURE RATINGS (P•a.f AND PANEL LENGTHS AS PER ELEVATION ON SN iL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.5E OR EQUAL_ I I 1 N p r'. I OM66FM rN1n � EL LEN N PANEL ELEVATION11111 „O ON vent, 12) ( 1 L/2 1 1 - i;/7- is , lm w if�d?-acry t a 14Y iAPCON r.4• WOQD , S r aC PLATE NEOUKD Ea.I, nA ' ,,NAA...h- v ". PANEL LvwTN (SEE artoolm ON SHM 12) I 1 'Co~NOI ra 19 t 0., 0 12 J4. TAPCON ANCIIOe • r O.C. MAXIMUM A S DESIGN PRESSURE RATING (n.B.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHML F FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE AI CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL Q INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 t 5) MAIL AAA PNNSMME TooA MAMN NIC"M SPACaW FOR MIN EDL PER 60E3441 RBGW APUOAKI R NAaaaw LOg1N cry.) MAX, AS.O. PRESSURE RATING P.A.,A M IMUM ANCHON SPAONC FOR Nat E.O. PER SOamUIE eEL011' To APPLICAKEDESOON a NAAa111Y LENGTH (A') TAPOON aOUD- Y XAYPL-WAIN CALK-w 7APOGN BOLD-eR FDA" a I nUe 7NYG-NMI/ CALK-M A W 10 To A THCY 10 70 le OF THEY r _73 t3' 1. 13' 13 tr Ir 1r t Ir 1! 13' f0' T 5,_r ea Ia75 i 8, -76 TO HK-TILE 1] r i - I t 13, 6 1/2 Ir 6 12 7 1 6 1 Ir ♦ 1 6'-a' Lall ,r I it* ,r 13' 1r Ir IF Ir Ir 12- ,r 1r , 13• a 1/2' 13• 1r 13• r tr -,3• •' tr 7 ln" tr or I (emoN) Ir It- 13• 13• it ,r 1r Ir IS- ,Y 13- lr Ir r +r to In I3• a +/r' a , r 7 t/r a 1/2• tr 4 1/2. 2 (TOP) ,3• It- 1Y 13- 1J' ,r- it it it 1Y 13' ,0' t (e0TTtl1H) IS. r_ 1S• 13' ,r a /n - f 1/!' 1. t/7 7 ,/3' ta' a 1 ' ! pOTtON) Ir it' Ir 13• N• ,r lr Ir I]' it• T3- 10• 3 (TOP Ir 7- IF 13• tr • I/t 73' f 1/r 10 1/9 7 t/2 1r r 3 (T1Ny 12 1 T! f/2 a 1/4• 6 1/4' a 1/! ,2 1/ - - a 1/4• a t/4' (NOTr010 - - 2 1/! ,2 1n • t/4• a 1/4' ! tn' a 1/4' - - _ a 1/4' 6 1/4' 3 D101IOM) •' e' 6' a' W' e• • 1 !" 7• S' 6_ a I/Y 4 ) -�• a' r a ln• _ 7` 3 In^ a' 4• f tn' 3` ai/2' -.. 2 1/Y 4 (EOM) 6' 1]• ,r - „• „• -6_ a' ,]' it -Ir - Ir _ e' 13• - 6' S' r - tr a' - (�OTTOM) r ,r - a t/3• 6 ,n' ,7• a '- e• - e tn• = r - + (1a'E1oN) 13- 13• 1S• 13- Ir 10• (Top) ,r ,r r ,3' G' 1r 7 +n' q• r S.._- ,r w w• �,r , s , : 3 lo• s (NorrM t 3 r ,r a ] • n 1 ] n n n u• e: DIorMI+) ta' 71• 1J' 13' fY /J- �7- tr ,r ,r - �o• (TOP) ta• s• ,r Ia , ,�•- i �/Y 1]=- d �/2 2 In' ai/7_' tr • 1n' a (TOP) a t/<' 6 1/4' 6 11/4• - _ - - - a 1/4* 6 1/4• a « - 6 t/4• • t 4• 6 1/4- e / 4' 6 1/4. e t 4' - - 0 14• a 1/4' 6 WATT-) Ir 7 to it ,d' Ir so, rr for n' r tr • t ! / M,�• r-O' Ir 3' /r O ,. r 6 1� t3' a t 7 +/r a 1/R tr 4 1 7 t (TOP) >W-r TO r-O Ir 7 I/2- lY 13' ,r ID 1/2 +r 10 1/t 1 1/2 6' 1Y 7• 1 OOTTOM) ,r 6 1/r 13• ,3• 1r 6• 13• r t0• 7 tn• 73• a" 1 (eoItOAO 13• 7 tn• Ir '31 Ir 1r IS, le 1,• r IS- 6 ,n• 2 (TOP) IS" w Ir ,o ,/t Ir 0 ,n• IS. a t/r 7 I/3• N 1/2• Ir 4 1/1' 2 MITI) /3' 7 1n' ,]• tr Ir o I/t ,3• to 1 I I a' 1r Y a (wrim r Y 13• 1r 1r 9 1n• 7]• . 1/1. 10 ,/r 7 1/t' Ir a ,n• 2 (BUTTON) ._ ,3' 7 In• 13' ,r 13• 10 , 13• 10 1/2 It 1/2• a• U- r 7 (TOP) Ir r- Ir IS. it • In' ,r • 1/2' ,D 1 7 in• ,r 4• 3 MAP) 2 112,li-Irr 6 I/4• 6 1/4• 12 1/2 0 1/4• - - 6 1/4' • 1/4' 3 (NOTION) 12 1/2 12 1/3 • Ile 6 I/4• it lIr 6 1/4• - - 6 1/4• a 1/4' 3 (NOTTOM) 7 , • ] 11r w a• 7 I/T 4' a• 4 1/2• a• 3 1/2• r r 4 (f0•) 7• r '• IT -1/2_ r 3 In' r 4- 4 I/!• r 6 I/r 2 I/r crop) r -- S' - e - /• - a• - a' cee7TOI) r - a I/r - e - r - - S 1/9• - 7• - 4 (W"OM) 13' 7 1n' r3' tr 13' 1t 1/z 13' IO 1/! 11 ,/t 1• 13' r 6 GOP) 1]• 6 In' ta• ts' Ir IF.. ,]• r 1r 7 In' IS' a• (7AP) q• 7 ,/r 13' ,r t3• 0 ,/2 ,3' ,0 ,/a 1 to N• q' r b (eD,roM) 1r r Is' IS• N• • I/r 1]' 6 ,/t• ,O In- 7 tn' tY Ir e (eottDN) 13• 7 1 !• tr 1Y 13• 10 1/2 13• 10 1/2 1 , r Tr r • (1oP) ,r 4 t3' +r a 1/r ,r 6 t/2" 7 1/T• a 1/r 13• 4 1/2• _. 6 1 4• 6 t 4• 6 1/4• W t P 6 1 P 9 t/4• a - - e 1/4• a 1 4' 6 1 4• a, C - - - - •, 4• a, C W sm SQT 11 IN *JCW M it" a W"a no SASVLL61 M one e0A6 mill of uwm • YPONW MKIIOR QAOMM SO MIMNM ON M AH C9 Aft WOrA D AY THE IOCKAL i0R F.D. LEY THAN wmoo ON mm u mm AM" mcm N WLTNLIIM /PACM Dow ON 6CH OW N not RWDWM " MM TAR no OPOWOM TO SO 1tM■LL MMUCM WPM ONN O ,CPC'ACTOII wMi NOT R LEY TWA IMM YACMa BDU O FOR FAH MIOOO tRN ON INS SoN iNL 1/41 t 49 1 1 1/4Y 1pY up" fSlO�tl , _ WE" MOOR ISTIA O co') a ] 7 3 3 tp• a IA RPIIMHM1aM e.1 3 7 ,p' r a a 1Q• 3 wPANO OLAIJ am 5 7 1/r J t/3' a 1A 3 I/3• AL9NL ■t on"= F 2 1/6` .31 LIO CAA r 11 0.W -. - ot• _ _.... lie4u, .._._ — _ IJO .._. �.. t- •• SPACMOS ONLY VALID WHEN SPACER is USED.SEEWEAX /1 MR M. A.SO. I "ON LDLDS At HMI. PAFEI WHEN SPACER USED. I6LLAL A ABA OEM LAID WAXINIUM NPANEI. LENGT 40 PSF OR LESS 6'-a- > 40 PSF TO 50 PSF 61-2- > 50 PSF m AllPSFJ 5'- 10' A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS t W//" SPACER AT 12 1/2. O.C. //4Y TAPCON -6—.__ IX P INED AIVCIIOR O a' O.c, COMCREIE ,INSTALLATION DETAILS INTO POURED CONCRETE AhAhCWM 0 0' O.C. j R FOR LIFE SAFETY PANEL 6) ARAMQIOR 0 r O.C.. I, ..�EP1. OR CONCRETE BLOCK STRUCTURES MCI= Op 91 o.c. ' . ..__.�EPW�IIm ' Yy CONCRETE 6LAxI MgISEO. CONCRETE 6lOCN � R[OUNNED. y W.QWK F IRDCR i'' REDUIREO. // COMIC"ton. sLocN REQMIm. LD• 1 win 0 cum Arch 1 i I- I I 1 R' NMI. 1 'PANG. LDOTH (SEC ElLM/101A :---�--� ON SHEET 12) PARATION 1 I CLASS 1 I Ln 1 ED• /�� 1 I Oc ( 4 iweTloR o a• o.c. Dwrm CoNcIsTe OR � . 'f. ETE REQRED SECTION. R-1A NGS E-D'e 1• Min. -4 ATRI Lo's 1` WIN ' PANS IFJOTH 6 i(SEE EUVAll" ON SHEET I:) 1@ r L$;;• n 1 eWyrK ' �)/4Y TAPC0H1� ANCHOR � r o.c. �I_ENKIOIG POUTED CONCRETE OI L`ONCIIET[ 6LCCK REDIUM ND. ITT it LIN322prMEL >Q on, Is AT i6 FOR AMU A M l,aE __,/4Y "THE6 WMCM FOR P4NAWM IOWIe 1MIeI war RAINY WIWiHS (ty a OM FMLC e1EOHaS wmw AMC" $mom MA Comm 'AaMMYN6NN � G� •a•M° W er.W W.r bra 3 SCHOKA.L ON CO. LRW l3�lAllHfawl' iD ON WH OK4C REDUCE ANCHOR aINNA 3 N—1eL1rNF. lgC1N6 f10rW AN SPCDINE N M fOUNOM AC101R FOR THIS OPIPAIM TO Y FOa1RG Ann pppC vow■ Now r ,/r e_JO sm rI Nor SE 1 AN ,_....- -__..._. _. 3 1/r ... _. 011 HHSPMA 111PE W TM ICI FOR GCM ANG10111M oN /IRA awNEAlat r .. _ _. ....... _ oche __.._..-.. a, 1 EP• U - C.D.• /.; 1 I I 1 1 1 N � a 1' MN. 1 F I a0.r• N"ro OARl�1Lw' 1 a.._.:_:._ tl , Loom ton e , 1 1 _.. 1• MAX.0 r 1 l MAX. n PANEL LENGTH 1 _ , 3 PANEL LENGTH EE ELEVATION ELEVATION X �•_.�A. , ON SINS t!) C - f.. O�TI eIIRT 19) a� n , an TO Y I I A -1 O 1 I 1 E.O.• � ; LED.• ���, ,7/���1•.. r ED L. --"7S ,W It EOI 'Q tWIWI Lp[la YS /, 6aL,W qt3 R/Qra �`, •1Nr aA •u+ eJ _J/4Y TAPCON /4Y TAPCON ANCHOR • a' O.C. AHCTHOR S r oil -�POLREO CONCRETE OR EXISTING POURED CONCRETE O4 M.00N REQUIRED, •- CONCRETE OLOCN R[QRED umm 8-2A SLOW B— e REGULAR PANELS 0 LIFE SAFM PANEL Has 1MNIrP3p., SCAN 3 a.11� INSTALLATION DETAILS FOR UFE SAEETY PANEL (V INTO WOOD STRUCTURES pl .__ . WODeH01EADER 11E WN I. ,1E40•.0 TMD • 6. O.C, A• O.C. 1/4 1 ` � I 14 1 I 11 �w 1to -_.. �' -- 7�. -.'�__ OASS 11 10MWPiY T4Ie�r1 11 I L 'L• LMR. wAx.n _ _.___...,, __ _ PANEL LVIOTM PANEL LENGTH - ° (SEE ElsvArlaN e ON SHM I12) ON SHEET 12) _ .__..___..__I A I A I p TO GUASS. .O T---S(PMAIION N 1 N GNLSS. 1 s, -� aN�� 1 6N • --'--1 ...�\ I,•, 1 1 L. __1 F0..W �._... _.. ..) f i� RPLATE EOLIINEb ` IEOy RFD PLUS 1/4-0 PAYLWIC PLUG : i T/4•0 P i• _ .. - eFrJ10R • 1! 1n Arc ANCHOR S It T/r D.C. -ANCHOR -p.N,uNHhyA WALL Mw No. 44157 1 FLORIDA BUILDING CODE Non h Yetoel NurAaone gem F.A 24 GAGE GALVANM STEEL SRAM PANEL oRWN P' 1. INSTALLATION ARE ONLY VAUD FOR MAX.A.S.D. STALE OF A4 IN DESIGN PRESSURE RATINGS (p.t.f) AND PANEL S''• f(OR LENGTHS AS PER ELEVATION ON SHEET 1L- I L E C O aNe. PROTECTIOiL%• GMu 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S/GNAT F'� y�� YODONML, a,aulw MEMBERS TO EE SOUTHERN PINE No 2. W/ SPECIFIC IMww ! f noft„"w �PHiF`+u AI. , A� �. AIeNc p6tNIW-1w Fw pw)WY•A7P7 20-173 DENSITY OF 0.55 OR EQUAL II L tRM(i rupow f PL F N Ly cn L _ cu O� C O O (D C Q- Cu -a �- .� U - C (Q c O O O O c 0 cu 0 cu > .N 'a cn V�V Q y !--0._0Q cu .cu 0. u pra bb; FrA ism II IF c }, 111� _� v J cu CL c 0 0 cu rn LLI a Z Z Q J a. SHEET NO. SH 1.4, EZI/18, Empe ANCHDAS (Sur SECTION Ell a ALTERNATIVE Ella ON SWET Iiiy---- _r MON. L_ I. AN. Wt 2) DF in AV 2 PER� PANEL R;R Al (END PAWL) NTERIOR PANGI) (I R PANE (INTERIOR PANEL) a' L. (END PANE() I I 1�1 SEE MOTU SEE NOTES 2. . 4 i0. 10, Is MAN. 41 PANEL IENOfN 4a a Act N I .Vr.'g6 :4 OVERLAP J L H LL i I. -All LI DOS or .1. I- F_TT1_ 1--i: _44- 1-T 1, - r-1 MAX ,3: M. *& l '07 -43 3 M. L_ %Yr 3 ANC44M (SEE SECTION Ell III ALTERNATIVE EZIW ON SWEET 16) Inw/la TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 10 SYSTEM SCALE: 3/32'-1' 41 1/4' Me, GAP SECTION A -A SCALE 3/32"- 1" t ENGINEERING ENGINEERING Existmenne PRODUCT EVALUATION REPORT Septa rdw 15. 2020 Application Number. 17NO, 1 - R2 EX project Numbac 2041543 Pro" Manullischices: All Amorlm Shutters and GlAss MosittsectufarAddrost 11540 Donne Road Vftort Palm Swell, FL 33409 Produce Name ADoWittlon: 24go Golvanized 8"Slomn Panels Law MWW Impact R"Wtwd Scope of Evolamwon: This Pro" EvMmOon Report is beft Issued In accordance, with the requiroments of the Florida Daps elmonil of Boha and Pmlomk" Reg"on (Florlds Sulkling Commission) Rule Chapter 6IG20-3,1105 ' F.A.C., for stakewide acomptence par Method I(d) The product noted abovehas been Mated and/and/orovehisted se aturonarized heroin to show co plane with the Florida Building Code Seventh Edition (2020) and In. fat Ille purpose Intended, at head equivalinot to that required by the Code 111164vokedlon of this product shop be required following pantelent Florida Building Code modillostions or rovial". Substs~ng Data: EX drawing 02041643 OW 74ga Galvanuted Shfil Stairs Panels (HVHZ & Non44VHZ)% shogft I-S, pospow by Eronos" Express. so" & ifielied by Frank Bonnsida, P.E. in an u"givel part of Iffe Evaluation ROW - TUT REPORTS Uniform %ftc structurs! parfarmance has been t000d in accordance with TAS 202 too slandam's per W report(s) NOT-AEG-17-Mi by Blackmailer Testing, Inc. Liagia Ir 1 11 knitted mkbwA and cyck loading porliarmeria has been tested In accordance With TAS 201 and TAS 203 left standards per test report(s) ORT-A$G- 17-001 by Blackwater TERAft, Inc. 3tructurall singilefift coloulellons have been prepared which ionlusia the product lifted an co"orowo mWor national wsyals to quakly this following design Ontario: 1. Moolmurn Allow" Spam 2. Mkilinsern Allowatilo Spam 3. Minimum Oba Soperadon 4. Anchor 160 SW 1211 Aylimus SuITt 106, DEERFIELD BEACH, FLORIDA 33442 (2S4) 354.0660 1 (866) 396.9999 TEAPIOEmaiiiiaititiGExpRess.cot4 ENGIARGAINGEXPAIGS.COM LAST PANELCD TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED 70 K INSTALLED FROM INSIDE Of STRUCTURE. bm � (X) 20m; E-7 HAND STORM PANEL SYSTEM � LNG OF µFELL+ Cant TRACKS TOP & BOTTOM. (2) END PANELS SHALL ALWAYS BE CO 10 BOTTOM TRACK BAN SHALL S. X%p OTHERWISE A STOP AT TOP OF SUCH PANELS. (3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SWILL CONSIST OF 1/4'9-20.3/4* M.S. W/ 7/8'0.3/32' WING No ORZ4=4 Min. THUMBSCREW INTO TAPPED BOTTOM TRACK FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FIAT FLANGES Of DO PANEL. (4) IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I a. A STOP W IS ONLY USED AT TOP) AT LEAST TWO PANELS SHILL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK WY OCCUR AT µY PANEL lOWT1pN. t INSTALLATIONS ONLY VALID FOR WINO SPEED UP TO 170 ..P.h. I ENGINE : ERING Page 2 of 2 All American Shuhm and Glass - 24p Galvanized Steel Storm Panels No 33% increase In olmvotft smsa has been used in the design of " product_ Separationfrom aloxft Is not "Wrod for lmbMWm outside of wind zone 4 and oss&nW %CMOs, IMPed Resistance: Large Impact Resistance has been &mwvWWAd n ""Waned In proi(xisly, Isted lest re"s). and Is accounted for in the ongineff" design of mis product Wind Load ROWStanee This product has boon Closigned to resist Wind bob as Indicated In the open schodulaist an the tospeclive Product EvsWon Document 8.e, originooft drowing). instoliwon Tees go" " be Installed in W41 compliance with As respective Pro" Evoluddon Docturont 0.9 wonsestlq drowing), a" with *0 components road therain. Product componards shall be of "FEE nations! specified in that pliduct's respective Product Evaluation Document 0.9. orablooft drwaft- UMINflons & Candidons of Use: Use of this product shell be In strict accordance with Me respective Product Evaluallon Document 0.0 engine" drawling) n noted herein Aft supporting host structures ItM be designed to mM all towWpnW bads and IEW be of a material IMINI In this product's reopecilin anchor schedule. Hold shmbme conditions which are not socounted for in this product's respective anchor schedule oW be designed for on a sk&4p*dk link try a regisfored Pro*-O-1 ora- AN compononst which are pormanaintly frwMkd shag be protected soalrEA corrosion, contaminsdion. and Other such damage at all times. This We" has been designed to use w" and outside the High Ve" Huorkame Zone (HVHZ). RospectibIly. Frank acanardo. PE EficumeERENfe ExionEW NPE0046149I Cert. Auth. 9885 160 SW 12'" AVS1141 SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 3S4-0660 1 (566) 396-9999 TIAM0E%aiNioRiNGEX0RlSS.COK 9"GINFICAINGENFRISS.Com ­NIlu Ye. yl k. __1 YWA A:awn Ai ASl .I0 I 'at a.rX ' j pp D _T da 11 AN C3 ltw 0 CELMir=R*OUW 2ACTMIN 2m Hmm- v^rncrnT Air 'T "'.'A Pill, N'NE "I- or ocnr rA+ Z .6Wtll ffffFT7 16 4 I.ITI �r C= d-I "I AIN "o ni Kkur, -C III -,wH, 6 �w CA" 20-31543 IcF--T r r­0 INSTALLATION DETAILS FOR IKTO POURED CONCRETE. CONCRETE SERIES 2000 E-Z BLOCK HANG STORM ANEL AND WOOD STRUCTURES in r-cmw CONCRETE rL= __/ "Vo Top CZ_ 1/4-0 MACON "r - 111"I* MEN HEAD M ANCHOR 0 Ir D.C. SCREW 411 FROM OK OF J140' WX HEAD TEX 10" 061' FROM WOOF V yl NLTS s9h. 4. luvmTook "Re'"t to CLASS POP EXIS SEPARATION to GLASS. POP NNEY 1;.. 0 FEW • `.. __ ._...__ _I 6ENGTH MAIL PAN& U,/1Y-YOrI- Y j�//J7j WAX • 4- PARD. UDSM It L To GUN$Sr sox TO CLASS I or or "V I LP I W4*0 TAPCON ANCHOR 12* O.C. 1/4-0 TAPDON AM ANCHOR is I. i l..4. REQUIRED CONCRETE BLOCK REOUM. Aj C11LE 3/8w 1 E71W SCALE 3/8-1 FLORIDA BUILDING CODE (WIN ifigh Velocity lww#u one Zone) MIN. PANEL LENGTH 1. INSTALLATION ARE ONLY VALID FOR MO. A.SD. DESIGN SMALL K 2,-6' PRESSURE RATING. +/- 40.0 P.S.f. AND 6'-0' MAE I 4 1 lir s: -I= TLAM SIM 24 GAGE GALVANRZEO STEEL STORM PANEL ri.. 000 P, W/V/nn 11LIECOsete OWMIL PROTECTION PRODUCTS. UC. PANEL LENGTH. FOR NEW FRAME CONSTRUCTION: *000 o R ii) Not, so, 111 400111 11011, 2. WOOD MEMBERS TO K SOUTHERN PINE No 2, W/ SPECIFIC _Mwt DNA Ft MAL 32314 PNOME, (WHY!-7us, INA 20-175 DENSITY OF 0.53 OR EQUAL c400m1t - M 1-1 1 il- Dow" TP & 'aw InMI Fa9 1 OHM Is W Is ALL AMERICAN SHUTTERS AND GLASS 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED �4PERA TO PANEL") Top MOUNT (CO T-Y;r TYPE AS MWIQlN DI &BDT1 IIIJILT5 WITH WASHORED WINE"Urs FAsTIENED 0 OWALAPS 41 ALIQ'D) FLO0.3731, MAY Be All &EICITTOM t-I'N TYPICAL VERTICAL MOUNT ELEVATION VN.T r. EUMIATTION TOP MOUNT 1,4710 OBSMGCTfoh (LOCATION MAY VARY) AS RCQ'0) SOMM INGLI �CONNTYPE As _7 PANELS MAY IM NOTCH ED AS ASIVIRED, OPTIONAL4­5111CH PROFIT DED THAT CONNECTIONS AND BOLTS W11 WASHIRED ANCHO %NGNUTS FASMeD 0 .A., A=V,,WL,,WWC.HrAAUT.1,SFOYN. OWMMW 9 MIDSPAF15 E 4,JkTESPMTA2I VERTICAL MOUNT ELEVATION /-2"\ (NOTCHED PANELS) \.Aj N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE P"ELS MINIMUM STORM PANEL UPAM14ONFROM CLASS I"VK4 WIND ZONE 4 1, 15SIRTA1 FACNJMj MAXIMUM I "NoN N iLNsiAATostii iwaLDWA lAI "q"Vk THAN"ANsoGKA IHL~F&r INV) 6.ft 130DM si" 1-16M uonM. 6,06. 416:0 In 2.16M )ISM q-80 I $32. 609 2 5nn- a-iti" vac" :sFA" bt-NIZU11JILI: Nu 1 tb: 1. "in SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD III PANeL FASTENER SPACING TO DeTMMINIE MAXIMUM ALLOWABLE STORM PANEL SAAAN. SCII&74.0 IS ACCEPTABLE FOR USE WITH P=nVE LOADS LESS THAN OR EQUAL TO NOUTIVE OMGN LOADS. 2. 'PANEL FASTENERS ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS I'F'-TAACK, STILICIM ANGLE. ITC.) USE 6,25- 0 C. PAINEL FASTENERSPACING TABLE VALUES MR ALL *M"' AND'tr,HBACM (INCLUDING BUILD OUT CONDITIONS) 3. LionIAN invERPOLATION BETWEEN LOADS IS ACCEPTABLE. OrNOWISE USE NW HIGHER LOW. GLASS SEPARATION NOTES: I ENTER SPAN SCMMNAZ WITH POSITIVE DESIGN LOAD To DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE (MINING TO K PACIFIC. 21 SCHEDULE 45 RM9146D MR USE WITH POSITIVE LCMU)S ONLY INTEROOLATION BETWEEN LOADS 15 ACCEPTAIN.E, OTHERWISE USE NEXT HIGHER LOAD 3. FOR INSTALLAfiONB OUTSIDE OF THE MVM2 AND OUTSIDE OF ESSENTIAL FACILITIES IN AST14 WIND ZONES I THROUGH J. THE GLASS SEPARATION SCHEDULE IS Will REQUIRED AND NO MINIMUM SEPARATION FROM THE I PROTECTECI GAINING IS REQUIXID. MAXIMUM ALLOWABLE DESIGN PRESSURES: AS Norm IN DESIGNI PDETSMIGTNO NOTESI M: UN H SCHEDIUGTL0HE E4$ se $1. r,OA,r *T AP9TE1 R) N U1 SHALL LESS THAN N a V.4IUES USN D MVMEN FOR ANY Y AS 6 GENERAL NOTES: I. 7HSQ SrEC3F5ARON NAb BEEN OFSEON004110 SHALL IM! FORNICATED IN niN LARDIN THE 4. SMARATE % W KIRCI's "e1'"MI" o"D at MrM1N,TrrOELCZIM0"IMa HISTIN07 , ENGINEER FORALTS ZNS?AN U TNSAS MAY " V 4S."D. IIVL.N 19 GeNtJUC AND 000 NOT FWNWOe LNFOftFIAMQA;a5AjA2ftCIFI06M FOR Stir CONDSIONS DDVt NTFAOM THE CC TIC Bit R. OR RgaimAND 0 of"I M, MU 5 ftA IN Me AWHIT IN .Dnittj� .. WIMDCIEZV'� 0. DESIGN PRESSURES NOTED MINES ARE BASED ON MAXIMUM TISTID, MAY oz= AS RWN a ADDRIONAL G& TO THIS OMLIMONT IRON III LABEL VISIT SCAL12.1041543 f 4.. 11 ;Vlm-ALLOWABLE SPAN SCHEDULE TOP MOUNT asav (or, 7 1 a, 1 2r 1 2W zr 31r :F w -4 _rr_ L 2c 2 Air 4r JrE I. 30' W toNsnAinao rw -n.4 Z 140 MIRMAkn0h MAN ALAU to AINIMMIN, WXI. AAW6,INNt­ IS MEAM I -A ­V Nom ICw 4 Soft V1 cl� isr W, =041,60", "CLAIM IN INILI � 0 'MIN ONLOOV "04. ft"lob U."1104 1"M OL I" -,k M ftP P 141 'r PARMAWAS 4 ILT 0 41r 0.1, I C" vNt As Wq. 1. I"USTINd 51 =A"U., OINA,J"­ "OLLD*64R 01` V.N 'A"NE, -40 M.;.m I.M. *I IAW M,1.01W 10 rGARt" b4MlI EGRESS PANEL DETAIL M =AL FASTENING I a a- . 11 a -7 af 4- • Will, I Its'- is 1A_ Z. Wk. T -,D,3 00114.. "j M, 044 .062• 1 Isla' ,3751 :L J= T a 2.000" L 2 -271 ace, TYP i ISO,- D ED D7 + 0 wil Zi WILD-DUT 'U" MILAINER 04=1�1 0.37wr 510 go 104.1 J;. :19LOTE Liz! ott;.�. 0 350" E Df I 92.5WIPANEL COVERING -14975"PAKELLINGTI 1 -rT-7 - CIA T 110 r" P .1. auP, TRADE 0 379" 4K 0.12 .129' 0 H, �4. 3 -CATM I- VO,I.­', Ili OVEEAP 4-MAK, esimmamastrYm i 'a MAX. 0.198" MAX. BVILD-OUT yZ.!I9ijNI (Imwrr ROM, LOW EMBED low OVERLAP 382, �1 MAN _W� I T 1M.5Iw INL.,Da. IV KAX .-A.L RED lift II ANCHOR SPACING SCHEDULE- 24 GAUGE FAN", PANEL FASTENERS 0 12.5' O.C. 2.11" EDGE I)ISTANCE (PWI WIN UP TO 1110 111marTear-3r CMV TYPE Cl CZ C2 C4 CI C3 CI 1:4 Cape _V9 CJ CZ C3 C4 41 to 72 1, it. al, S.V, 12, Ig 11.01, 6.0" 6.2 , sa 12.9" 5.5, TZ9, in IN& &I" er U-Irr - im 16.1111 1A. 3.4- 1211- 111.0. al. X.41 ILL 16.0" a 5 .4'.] *3 315 425r "0 .04 w itc 111,01 Its 0, 12.1 34,0 LS" 1 12.1" 0. 1 44 49 sit ii: 0. It Tz-.f 157 ce.... 75" WIF. -ILF R.K. -12 -9., 18.0. 117 ii-r- ti. Ro. i's F lCo. 14,4., 13j, 12.2y xi'.! *1 is 11' IJ-311 12.3. IA.&- tir. IILW' 11I.S.- Its" tit.3'. 16-0* 32 r, 10.01, 411 51 ILY, '16"" Is,*' tstrl 11,4' is a" 0-3" LI?' %64" 15,F' I r ZS"WGILDIB Wit" I.t. 1W cm am 33 4 44 72 10*14111I.XAMN 41. 44 62 FL 4.25, 4. 13.T, 1.1 • It S" 71, Cos, 6,25" Z.F 9.3 73' 16.4', 5.8- E a 1a.6'" 4 2 42 9. Cas- -19,7- inims 2,D* i's" 423' 6.7" 41.1 tTW sIt TAPCOw +1 40 It IN?; 4121" 11.2 111IT" 41" 443" 10, 4 4& &2$* 10d7a 441 d' 4.0- 641' 111.?" 4.1* 01 6,25" 0". pm.1f, 11 AU POWs satic oft 41 As SL 72 jt.f INLET. f4 1.' 11 sp. 12V' JaIr. 7+41, 12,21, *11111- a". I W 15-.r imc-111 115 0.21, 92.91, 46.0" 1.8, 6.3- 11 riV 341P. 1&0" GA V Igo- 7 " 1.2- bx I2.5' 24-.6- 9111-114.11. 7-7- _U� T311 4.2.1 123" 16.0- 7.V 6.2" L8.411 is 0* 717* ki I 11'.. LIT .9110 is 11-MI AA­VAIY 43 49 6,2311 it's' 4.4- 4.1" & r 16V 4.0" 3.7- 462 , 1 3.31, 6. IT, 16- 1F ig I 2' fat` tx. Lr77 &2V' r I ilIik&W;f?I 3.31 314, Mae bufANCE section ?Rmwoc Typo LPOI embim �NTIF Ex 12 a CA C1 = cl C4 aC2 f3 C* 32 4. 49 It 72. 12' TCO" 14110I2.V1 .4- 16, ;; 7 12.5" is. to .' .11 tz.f. is It, %&,-I a IV 11 R L It 7, 1 12. 115' "'r Kul 16.01 I I go; 14, 32.7. &.Ir 44.T. 6D.1 D �l, Its' 72 $A 5,2 is V. I.I.T. SEA 0'. 10 V. IL3. I! I&C., 2.611 11.5'. 11 'A 1#10-1 - 2ZF 91W, 5,11. 115" L1 6,0' 96V V-r*11-3/4.mytt 311 YAPCRR'CAW 41 49 R 71 mr. H L21T1 14"Ov, w 1�1.s,L%&Q 187 13.31 12.9`1161w, 1 ; 21A 111, IQ3, F ]3MGM 23 All VIIINIROLWI 41 1 1101; "s"Mc, 411 11 !r - is' sx, II&I IT. 4.1 IT. ANCHOR NOTES: I ANCHOR SCHEDULEAPP1.1" TO ALL P=CTIR M'nMeD HEREIN, IlUr=PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MUM ALLOWABLE S*NS AND . WRES INDICATED IN SPAN SWEDULE ST-ALL APPLY. ASED ON PANEL FASTENER SPACING, THE 15XISTINGSTALICTURE LOAO GFILENTIER THAN OR W-IJALTO NEGATIVE DESIGN R., ANs A11% I =1 .111.=GREATER TITAN OR E QU A 6 TO 5 H W r F R SPAN. SAL OCT CONNECTION TYPE "BED ON . DETAILS ON tXM7FlCATjCWTlIOPFUAff MOUNTING CONCIMON (BEE MOUNTING SHEET 2 FOR, CONNE01ONTYM. 3, 'PAWL PA3"~ ARE STUDS USED IN COW UNCTION WITH ALL MOUNTINa ft'MUSIONS M-rRACX,sFrUODuiO ANGLE. Ere) USE GLIAT"04 PANEL FASITINERSPACING TABU VALUES, NOR ALL 4H, - N buTUDOLIT COT t(M .- ERV M 4 W HEDIE 1; AN= SH =N OCORDANCEWNTH UPACTILIPERS'REMMMEROATIONG, S. HOLLOW 5LOQ01OV$TRUC`TVRI!S10LI. CONFORM TO ASTM C99 KOM Is. MVOMVMMAS"EK"�LMAS.NOMINAN04ORSDiFOULE, FINISHES WALL FINISHES %HALLaE LIMIT TO W4 M41OR SHALL M yERII= BY GTHFAS TO ADEQUATELY TRANSFER, LOADS TO HOST STRUCTURE a CONCRVE AN*IORS NOTtD HSNEM SHALL RE EMBIEDDED TO UN-C.RACI= CONCRETE ONLY, IF FRA41%Z1611 NG CO11DITIONS MAY VARY. FlIELD MIN. NO PLY 4.4, 41, =0M6Wi1'1TPj..1%1VA MEMBERS, NOT WOOD, FAFrENING TGPLYV1O0D*ACCI!PtA5L.ECKY " SIDFCLOSUKEPrECES 10' WHERE ANCHOR$ FASTEN TO NARROW FACE OF STUD FRAMING, ?AfiTtNeKSkAtL lI1LOCATED tee CENTER OF NOMINAL 2' 0 X 4* (MIN.) WOOD STUD NIN)WOODSTUD J.EDGE DISTANCEIS ACCEPTABLE FOR WOOD FRAMINGI. WOOO, STUD SHALL Bi `SOUTHERN pl� G-045 OR GREATER DENSITY, LAO SCREW SHALL PAVE 'PHILL14UPAN 149AO OR HEX HEAD, 11 REMOVABLE ANCHORS ARE DEWALTPANE MIZ,ALL-POHMSOLM-SET&BRASS aWSHING Q MACHINE ICRDWS 04ALL HAVE 1jr MINIM M ENGAGEMENT Of THREADS INTO THE CASE AN04OR AND MAY NAVE ETiIEp A ;IN HEAD " HEAD DR HEAD pW R"AllaT.... 13,MNNV.ENBE. A1,E.EDIST4Z�VCLUDg;TUCGCOOT,EDWALL F3V 14, Ir =%Wffi ANCHOR CONDITIONS WHI04 APS NOT AGIMPTABLE USES. Ls ATTING ;ONOTTIONS- IS. LINEAR INTERPOLATION 13 NOT PERMITTED FM USE WITH THE ANCHOR SCHEDULES USTEQVN THIS SHEET g1l i Cn -a -Cu > 2 CL 0 C CU -aCM C 0D CU 0 0-0-0 0 CU 0 .0 M In E CU 0 CL M _0 402 Cx. < Z Z W J =3 C0 > 0 L_ C/) CL CL 0 CU 0 QL - C.) CU rn =3 LLJ Z Z SHEET NO. SH 1.5 a J I 4 t