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HomeMy WebLinkAbout36642 Garden Wall Way3 a rn L0 Ln v cnn 0 2 0 J CV 00 0 I N a rn LO Cr C r 0 0 J N 000 I Ln 31, s� Z2 a 11 N v o_ E cu E Cn v LZ 0 0 Ui r/!J U a 0 UU 9 r7 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 Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return 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 FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. 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 IRS, 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 BRG or BRG. 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 SQ 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 K/WALL 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 Dial. 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 W/C 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 WDWHDR orWDW. 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 Proofing) 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 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3- PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 1941 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 - FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS — — - -- - --- --- S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1 1 PRODUCT APPROVAL NUMBERS PA1 2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. C4, W O L E cc C, n; — ae �I*-o Cn.,0 N W � cfl ,w c� �+ `Q Cc N NEI pEC 2 0 2022 �„1l116i�6�� `OWN .�W < j, CNA C o e : i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t) W vE Q N -• om( 0 7 W N 'o N 0 iIi V 2 u- li M � N S Q .� C u- 52 LLl JILT , O LLI Z —ern a LO W U5 c? m LU IL IL Z 200 MZ a N Ci c z W El El Q) M z N f+1 0 0 � o Q J C M Wv) z ch KTMMI a � o F V oWo l/"1 Ly N ~- R3 U C LJJ 8 i z� = t o 9 w Mz o¢ U— Q E o E =z Qo � <R za C6 �0 ♦— C o¢ 000 o� ruCZ) CN h O �? c L C . � zz 5 pY U y0 m0 OLL Z Z J CDI <W z m Z 5Z W a 3 °< <o a �w �- o dLL �w w 0 >O CO 5 a OUP 20121) = L , m Q F M (d C:) r O Y V / M W [b L0 r Q 4+ N I T N .� T Ln ai E a co o Z Z E r % c IL v 0 a o JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. C S POW 3 a rn L, L0 1v v C Cr .S 0 J cV 00 0 I rn LO L v M 0 J cV M ao LO I LO 0 v C/) 0 O 3 Q N N a E F�- N a� E O x `v J y N LZ U C C-) 4 .o a 0 0 J LZ c C v H.B. 65'-0" o A oS3 EGRESS EGRESS d AC PA (LL- \ \ \ \\ 1 00 21' 2" ae -- N RANG �� -j- 1 -- N 16" DEEP a NT Y �w FLAT T L. �� o� IL o 2'- - 10' 4" r r ' 10' 4g u-: o d 2, 4 I , FIBERGLASSo� M i SURROUND I _ _� I B I p 5' 4„ I 1 11'-0" A S3 @ - TYP 1 rn STORY ■ o \ \\ 00 O �; \ I °° CAFE to \ o �' VAULT. CLG. P TIO CARPET I o 4'-0" 11-789 Q J N � ,- ` N \ (7 J v TI ESI IKw/ ISP -- OPT, REF. a I I r ' I I . BEDROOM 2 8-0 CLG. - CARPET I , I 5068 B.F. 8'-8" BEDROOM 3 n 8 -0 CLG. CARPET o M 5'4' _ I 2 T , - I "/� 8'- C G. ---- L =o M rn�o z �� N 0 14'-6" 5'-4 BEDROOM 4 I $'-0" CLG. CARPET ' 4068 B.F. T-6" U) =� cnw� A M� O W AL - F_ o r- d r I D.W. a o L __ _ __ J I _ _ _ _ _ _ _ E: - - - - - - - - - - - - - - - T to CO - -- - - i ! _ 6'-10" 4'-7" I � N � boo R&S------ N 2668 r 2668 M I��- N ----- R&S ---- I HDR AT T-4" I 23'-8" T-10" 7'-8" 10'-108" - 7 4" 1 ,-6„ co - = oCl? M A S3 TYP @ 1 STORY 2:12 VAULTED CLG. I ^LOO FA FAMILY R M M 9'-4" CLG. I CARPET 4'_0" I 2x4 #2 SPF w/ BERGL BASE SURROUNDR&S o 2 68 R.A.G. AHU T - 60"x36" - SHOWER ca I - - 1 �9'- " CLG. 3068 C D 3 S3 NOTE: FINISHED WALLS TO BE I FLUSH. VERIFY IN i FIELD. I I p o o I w I p I o I coo ' 1 ' ENTRY 8'-0" CLG. _o q 0 5'-118 r (3) 2x4 #2 SPF w/ DTT2Z @ BASE S3 n �I I I 1 1 Icc vlw l X1U'(3) Iv ' `tI K EDGE OF SLAB 2" BEYOND WALL 20'-08" 1 00 I I I I I I1 I I I 181 I I I I I I1 I I 1 IIII I I I I I TYP @ KGARAG S4 OPENING - o $_ " [✓ G. TILE OPT. D OPT. I o G N S3 1 17'-8" __ ____ -- - - - - HANSON BOX @ 36" DRYER VENT THRU ROOF 2668 T-8" I U) =cn OMO ■ - 5'-3; 82' 3' - 10" '-10" T-O" 1002 I I r SUITE oo 8'-0" CLG. CARPET W.I. . T C 0CLGOWNER' CARPET CAR GAR 8'-0" CLG. BUILDER TO PROVIDE E 2 -6 APPLIANCE PROTECTION WHEN REQUIRED PER FBC O W.H. VERIFY LOCATION i:, ELECTRICAL PANEL III II I I I L---_-------- IIII I I I I 0 -0 CLG. - o fit- LINE' ______`__ R&S o0 VERIF METER H. LOCATION WITH BUILDER 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 184X254 S.H. 13 20X384 184X374 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 181X714 S.H. 1H2 271/4X26 26X25J S.H. 11-113 271/4X384 26x371 S.H. 1 H4 27 } X 50 26 x 1 H5 27 4 X 63 26 X 62 1/2 S. H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 J X 25 1/2 S.H. 23 37 4 X 38 4 36 4 X 37 3/4 S.H. 24 37 4 X 50 J 36 J X 50 S.H. 25 374X63 364X621/2 S.H. 26 374X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 4 52 J X 37 4 S. H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE 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 classi duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090, 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 O +28.3 / -30.8 Q +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET HC� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN E L E V-A 1 EXT FRAME 2 x 6 CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION IR-11/R-13 KRAFT FACED SCALE: %4"=1 r-0° (GARAGE / LIVING) c C%4 d =u s uj A. ® r., CM c mc�Q, N lC N � t• _W 3 cc 3 , m C J .ca U y c- .r= a >e d -�����ol�aE rrf��l�z : ti Q" .�'' -�S c�1• °"'• a ,•` .4-- �a.m O .y To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, q a8 N N m o � O c m � V � 00 N C 7 N O LWL Qii JQMvLLL UL� a 103 o mICto �o o J_ o WU ).m Lu Z L N Z I LL N z OU o L) OEM ❑❑ z N M z � N Z r; a J - - N M to z a 0 W CM � V O W o: �fCSr- t�•s W U W � U 'o ai C N m < 0 e N ti C w z M co< z La Q E o E g w? < <� Z® U N O wa r¢ 00 S" a E N ao <o aZ .0 !O U)C _ C Y O, zF J o a' ¢w �z u� N �1 o�d LL <; So a �W v < ¢ O O CD a OU zl¢ 0 O = J J L(^' / �1 0 ��- CM J O p CT Y "- NN MM • � • m '^ / L ¢( T CV T r ^ T E c coM cc Z M y E r-- 42) 0@ U � Q JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW w \Q MEDICINE CABINET Oj O; O N cM CV M M d' co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET CD 00 TOILET PAPER HOLDER CL CV FIN. FLR. KITCHEN O 60 0 M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. ` TOWEL BAR aW. ON BATHROOM WALL SHWR. o VALVES = o `1 SOAP - 00 - DISH o U t 1 1 1 cfl t co co TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY Lj O M O N T OPT. REF. 0 0 0� KITCHEN O r BATH 2 O 00 MIRROR 4 OWNER'S BATH INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT IX o o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30 H BASECD - 1 CABINETS 00 °O 00 o U-all rIN nL t itn 1/rr� 1..1_ 11-211 O 2x in 1 00 1 FRAMING �o - C=) O T M _ I 1 /2" GYP `Y' CV �'? N BOARD FIN. FLR. FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE:1/2"=V-0" I sd C' 't om ; > W ;. O C cc 07 N St7 1a s� iN N t W Q/ O �p � N R d a) -0� •� t1 d 3� N C E � � O 'cy U CD ��`����l,1tfps! OWN 4� ••••y• T . �� C N • C� Q. CAB � •• � ,, P��4flffff6@E��t@5t��` To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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. fA W a E Li C4 ® N jrr0W Uri In �0� yM013 � ti = J LL W J L.L u- 0_ _ d Z = m O ' Qi w > � .Wy i ��pj°' m w U) M Z Q Z N OU U O co W ❑a `D M N O � O Z W QNN Z o Q Q C� n- N n N M Z `o 0ru W � V G) 0W L+! 0v N l/1 � a A U W J H _ E pp 01 mi z ✓ = LU N C) o w e (D Q N O ti �w CAM M ¢ zo z e J Q O ¢ w� .- 2 o zQN ZQ Q f1 co R0 Up o a� a = �z ww N ° Q W W ,a �e °z� ro F p J �m I ¢w c%i ¢ 04 Z Z -Q U a W �w Jz ¢� 0 o ;o a v °I01 Q ° 3 > L / LO M CO = O r O Y UIJ M W mLID Q �-•+ N I No r N T 0-) LO t � T v E E 0 z z r Ecc a U 3 Q p 1 3 JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. 2 7T— - T 1-.� 1-- U I 3 v Q rn Ln Ln v v- tn 0 r" 7 00 J CV 00 O I Q L0 `v Cn 0 Q M O J cV 00 0 I L0 L v v) 0 3 FV- O i a E y E 0 S v c J y U E 0 rJ i U 0 a c 0 U J C.� 0 a 0 a 0 0 a m 12 5� SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS F-7-1171 FE7 FF77 [71 El IE7 171 16070 OVERHEAD D••' 1 V-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — 4'-0" RIDGE VENT 12 5� _ 12 �5 N HEEL 12 5� 9 F30 F4 ----------------------------- --_T.O.M. — — — — — HDR HGT. 3068 FRONT ELEVATION — Al 14'-0" RIDGE VENT 12 �5 N.- T.O. M. --- r— — --- T HDR HGT. ----------------------------------------------------------------------------------------------------------------------- ----- ----- 3'-0" TEXTURED °O 00 CEMENTICIOUS FINISH ON C.M.U. (TYP.) 25 SH 25 SH F.FL. RIGHT ELEVATION — Al 1/4"=1' REV. 09.24.21 > W o O ® Qc- ce C rC r-� N -o m K d 47 C Fx xt • m U .ss _ E ft7 0 C.7 O W N �dddd hVa �• � ,✓ .� p .A s Fit, .;l�' a ° C 1 'TO F E S S\ O �` To the best of the Enginee(s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W a ' EE p OM `+ Q N p Co N W 7 V 5 LL LL 5 Wa J tl LL. SS a L � O O Z ILW L MZ a ZN < 0 OU V W ❑ ❑ 0 z N 0 0 Z m m Z o Q J O_ N ^^ II v ! cNn z �O C \✓ Ur o 4-j v, W � m V QW $ C W J pEo I L U i'1 C) o m e 0 sm r_ to w co z o Z � U- N E CL z o oo > <R Z® I— xoL)0 a.' 0 °a o E CV <. 0 Qq Wz N = Z Z oY m0 0 , zz z '<W �Z N 0)Z < oa 50 CL a W U < O ti F ~ J z F O u, a� O >� J I.n L0 9 .--. Q � Fes— M M-- (o :3 C:) T— 0 Y T M W m Q� O N o '*— CO N Ln � r r � � r E c co 0 z CU z E r m I `m a0 Q 76 o JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. 3.1 I TF-F l I 3 v Q rn L0 L `v C Cr 0 J N 00 C] I LO v to 0 Q P2 O 9 MN Q I A II O 7 Cn Q C 3 a C a E y E S L v W 4) LZ E2 U v i U N .a i n: O O U J LZ a O N N O 0 Q m v SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) i 10" . 6'-0" 12 5� 5068 SGD 12 ;Z:::�5 EXTENDED OVERHANG TO B CENTERED ON DOOR T.O.M. —� — — HDR HGT. (2) 35 SH 35 SH ------------- F.FL. REAR ELEVATION - Al 14'-0" RIDGE VENT 12 Zz:::�5 11'-0" RIDGE VENT 12 — — SHINGLE OR TILE ROOF PER — COMMUNITY SPECS INSTALLEDD PER L 4'-0" RIDGE VENT MANUFACTURERS SPECIFICATIONS ------------ --HDR HGT. TEXTURED T-0" CEMENTICIOUS FINISH ON C.M.U. TEXTURED (TYP.) CEMENTICIOUS 00 FINISH ON C.M.U. CD (TYP.) -------------------F.FL. LEFT ELEVATION - Al 1 /4"=1'-0" REV. 09.24.21 914 C2 Rl1bH0 C C) ' W l% y Lj— CAS. cu L cn, N N. C J Q? C t C 'ID ice•`° a C CO O a. f� r.. e_"�,aa��►9d�/1,to dx r+' f U 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. c* E O M 8 CR W CD - O 0 .7 N Z - U) r Q C J LL W J LL LL ' a- uj _ (L (0 C 0 19Z w O W B co LLW L-0 M Z Q J zfV O U V W F-1❑ V M � 0 z � N Z n Q rz in — N V 6 4 [n W � a V 0 c NLn U o ^ _ E WI F— Jj. r z;r 8 U oo N C N d Q �� N rn �� r� O w Mu M ¢ o z L-- zo g0 g > Qe E UU z I^ RE R o U 00 pU Oa a� L C Q Z Y m O ON W Cl) J �w zz 58 son o< � a z C� <o o0 3 �w car Mj O O i o }_ pr z <T3 0 C Q 2 ` 7� J LO '^ V1 / m rn m �^ C7 M (o T- j C) 0 \� i Cr Y �. r • • lb L al N O O r N ` e— LO r Q � r E c M o z cc z E r y d U -1 Q p a JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. 3.2 2" 1 N N 2" ° N CD1" 1" M� VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECSIF NOT,, � DETAIL TO BE 2" OPENING VARIES 2" 2 BUILT W/ STUCCO. EDGE OF OPENING 1'-10" °,N r` iv o M z 12 1" RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS 1/2" RADIUS 1" 4" 21„ 2 12 CAP -- RADIUS 1'-54" VARIES VARIES VARIES VARIES r c71V SIN CAP N `° 1" 1" 1'-4" 1 1 1/2" RADIUS rN 4" 34' 4" - MI V Ta r,v 1u 1 -A!.' I I I I SIN �� W r4IN r 4" 4" 2" M� VARIES 12" z 2" SIN Ch 3z 11" 321 1 1" 1 -8" 1„ I- 2 1/2" RADIUS BASE �, CO CD N BASE 4 • N 11" 2 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" d�N 6 1'-6" 1" 1'-4" ki 2- ' O CV 1-1/2" THICK Al All 1-1/2" THICK 21„ 4 � CA 10" iV cD 4 z N 2" 4" 3" 6„ 2n 2„ N w > w > rIN M 1-1/2" THICK 32' 21,E 4 - * IN M 2�-4" 52 1 5 52 N 74 00 54 1-4-3, m N 4 1" 12,, o ��11h11`��II VARIES VARIES 2 I I • VARIES VARIES 4., 8�� N N 00 ` � �— 2 rM 32 �1a �ry ^ QR' r KE:� YSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 r OPTIONAL [73 3 4 4" WINDOW OPENING 4" 4" NO INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CV CV 2 VARIES NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1 � 14 141 1�-644 " " 1� 12 5-4"' 2' 1" 1'-12' 54" 1 - f2" co 00 1 3'-8" 4" 3'-0" 4" 10" 1'-4" 10" o is CV �? '\ 0 _ i14 CV 00 O M M r 2 N� O GENERAL NOTES: � I / • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH ree C*1 t® o 9 W O � p t1 a C— C7 cz C CV CO >e ✓ G 6d- y N CO O f- H a SV Vl t7 N d E c a� u 3 cc w � C C2 M o ri L, C3 w CV CV O CV ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fA Q 0 ul tli J Q N OV # LL C LL W LL 1. LL , 0 J 103 3 Lu L (0 w• O W � . m ._ L - cNn Z Q J Z IILLGiL N O U U V z N M 0 0 v z o W!!�:; �1' ��• T LU a U O W S N �� .. rn U � c U, L 8 I/ N U =O y 0 ¢ m Y N O� o Mz¢ w cozo z U- E wo -g >p <� Q VO �Z _® oa 1— X OU U dq 0 00 O� o CV Wz o ww (6 z O Cn Y �U Z" Qi Qz z lq N ¢ " Z z a 0 CL � w <o �_ oLL =3 1 CDCD r O a x Cfl zl¢ 00 �� CD J LO u , co Q CM H M to T— O O Y a Y f rr/) m m LO t— O N 0-) 0 r P � j .r i � E w E co o z Ire� Z E 1� N c m a U 0 v Q p JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. F1 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 #14 to lights & outlets NEMA 1 0 #12 to appllances and GFI 150 AMP/ 200 AMP 10 #10 to WH #8 to Range #6 to HVAC R 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING O #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, h ' f PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1. Electrical outlet eights as measured rom finished floor to center tine 0f the box to be. 16 AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O) EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PD PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) T� 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER own ELECTRIC PANEL _ n" DISCONNECT SWITCH �_Z/� G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 0 wiT�Nl:, PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE u ELECTRICAL PLAN — ELEV—Al SCALE: %4"=1'-0" �ffi c > w i ram. O -ci a r� C= m -a X N N © tO tN �., lu Ga �ce- Lo >, Cc' Cc ca- �* 6',_. N N O N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W Q aE N U R o w oho 0 t» ��00 ANC) Q 13 0 fU co C' LL c: J LL W J LL LL o Z_ r m o W Y O N(O 0 C~ Lin LL Z m LO MZ Q J ZN OU 0 W M � z N M O z Z o 2 J E3 � M � a (Dra � o w � U � 0 Ln Ln w o w CJ � w Nis i (�. 8 N z /Z V N Q N m o w C13 z ¢ 0 Z 4 J LL_ Q E Wo <� za OCL a ¢`r C0 N fu Qz o O 4 -Z LQ '_' m f6 C oY U O O� Z F Z J m �W Q W W oa ZZ 3o n LL d OW W U ?� 40LL ¢g o ;z xG �_ 3 = �o O t9 u� a r7 z¢ 5� (fl J L / 1 O �► M rn m Q M co r :3 C:) Q � � r W m L0 Q� O N o O 'r N � � r Q � r E C o z f0 z � E r fA '� `m c d E U Q p JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. 4 Q w L0 IU v v- N 0 O J N 00 O i rn LO L rr r t O O 0 J N 00 O I LO to L v rn O 3 C Q Cd C H aNi 0 2 v N N ii U v c U y V a 0 U J N N 0 Cn a a a 0 r, 0 Q m v c c C 4 ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" `w cam+ C= -Q+ W f✓' '. C CC 4.7 CSC 1 N L W CL. � b � <ca a+ ' 'G*�' 3 c m io 3 ao -12 a► ac o. E 0 � u �! \•ate '1� ° °°•^{°E\tom' „gFg�„ 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. H W -lot E 8 Ia V 0 N N00 N N 7u7o? V)hn� J N N 5 J M C)Lu C ti J 52 LL LL Cl- z 03— J d a se co C rn m 1f� L 9 7 f6� � p � W zin IL ��6jO' m NZ a J r- �p N J O U z W ❑❑ O Q � o C � ei � [L � ti U I M � W o w OLLJ N o wa c r J E m� o 14o t` C::,w M C13 ¢ < Z U Q E O zo Wo i y� <N z® oa U Cc; o XO ¢U , 00 O1 O N < z wo o ¢ w Z L r6 C a o m0 0 r O o' w m Y Z Cn N o¢ aO " m w W U g2 az =k O a o V .0< $ °O = Cj J LO LO'' ^^ v N Q U H CM cc T— c C j C) Q Y � r W m LO ,-- O N C))�I ^ .i..f N \ T LO T � w c o z m z �rri E �- C a E U Q p -j JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. 5 ® FN L II I I T -- - - -- - 1 11 11 1 1IT-7-11717 ociT�i�. iiI I henr irroi. u 1,.I i t1in_:.: - -1TitT'-T -------1 i - 11 r i 1 i 3 a -d- rn LO v 0 .a 0 O J N 00 0 I L0 ra Q 0 J N 0 1 LO 2 7 N 0 1.2 N N a E O S v a N ir.. y v c3 U 0 0 U J r7 5i 0 0 0 CL0 c�I 0 0 Cn m v I 5 4' H.B.' I 1'4.2" , 3' A TYP @ 1 STORY S3 U.N.O. 2'-10..'" . S-11 C+� i HVAC CHASE BASED ON ( —-----o I ■: �� LOCATION :: I1 16'-0" 2.94., 1. 6-10" . ' ..... \ 1 :: :: \ r III I I I : ■ — III 0'-0° -3 1 /2" I L_ L SINK I DISP 3 \��\ I �F--=—��(--1(--1�-- I I I S3 ii> in \ I D.W. 111II I I T III S3 C� o �— 1 �> �� I II I II II I I � — — — j �L IL J�_ _ I CHASE TO ISL�(VL� : .. :... I 1 �� �\ I I icy TYP @ 1 �t — — — I STEPS AS REQUIRED ■ PROVIDE 1 Y2" RECESS C' L _ _ _ _ _ — — — — — — C J I II OPT I: IT ( FOR SGD. REFER TO KITCHEN ISLAND III REF. I; ; CJ ' CJ I ■ 10 104 I PER FIELD MASON'S SLOPE FOR ` LOW WALLS III 1' ' :. ' ' :: T- CONDITIONS uL — — - I WIDTH - , , ' d 4'-0" I I 16-10" 12'-10" o �— — — — —.— — — — — —j INDICATES FILLED CELL w/ 3000 PSI \ �� CONC. GROUT FROM FT. TO BEAM :........ .......... . W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3b0bpSI CONC. I Tin, OF CONC./ PAVER TO BE M.■ ■ ■4'-0" 4'-4" 4'-6" 01 (2) #5 REBAR TYP @ ALL PLACES SHOWN SLAB FOR HERRWARDO 0'-0"TOP w/FILLED HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY 4"BELOW FIN. IVERTICALS CELL W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI COw PROVIDE %2' x 9 %2' 1 STEEL" SLAB OVER 6 MIL VISQUE�N RECESS FOR FRT. OOR iq -' SLOPE I L -v I VAPOR BARRIER - 2'-6"x2'-6"X1'-0" FTG rn M I -4" S3 b 25'-108" �� 9'-5$' W/ (3) #5 E.W. I 4'-4" 10 a K CC I CJ CJ I (2) #5 REBAR 3 S7 S3 S3 VERTICALS w/ in TYP @ 1 STORY I ch AHU I FILLED CELL I 2'4" x 2'-6" x V-0" U.N.O. : I N :.______: I; r 3-5" 7'-1 " W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0" FTG I G -7� (2) #5 REBAR ;i- r----nr— W/ (3) #5 E.W. S3 ; L J : I II ���SLOPE I ' M VERTICALS w/ in FILLED CELL : I _ - I OPT. D I I OPT. VW I ' �'� I -3 1/2"I :... _______— ; U __ =— ■;: r� ; 5'-3" 1'-10" 3'-6" I 11 `� I I �N T ' I N b> ( — CJ :: GJ • — CJ o I I : 2 Via" :: T-11" 1'-I : EDGE OF SLAB 2" rn BEYOND WALL ( � J EO S3 I M - I: I 35r.-i' 20'-6" r ■; I I BUILDER TO PROVIDE 0 0 : : ; :: 2'-6" APPLIANCE PROTECTION I I WHEN REQUIRED PE : 4'-0" 12'-1" _ _ z FBC (2) #5 REBAR I W.H.��19 VERIFY LOCATION VERTICALS w/ in I L---------� --- /( �} : — /----' /�---------�-' i —�— f" ELECTRICAL PANEL �— FILLED CELL ------ I A S3 TYP @ 1 STORY 5'-75" 6" U. N.O. 1'-6" s a 6-0" VERIF� METER H LOCATION WITH BUILDER FOUNDATION PLAN MONO - ELEV-Al SCALE: I4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W J 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. r HORIZ. REBAR, TYP. U.N.O. . "Alternate: The reinf. bars shall be • cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" c� CO c 0 N -o w o > W c M C-) C`j m c «- L1. y y' cc Q N m CU -?A... t c W C2 Q z 3 c L .n C E �c 0 lIx -` .. 45 Cam\ 0 �` 1. Q ee,• v\J "mar �, 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 - Residentiel 7th Editon. Engineer s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W �E 0 Q 3 0um c' co n �i M�2 # LL N s Q C u- 52 W -J O_ `^ — UJ "Z (6 C a � 0 0 9 �N(D O W rn�4jO' Co Z � N Z Q r IL IL Z N O U U vOi W 0❑ cN z N M o g z m QNN z O Q Q C N v, z o 4--J N W � a m U l/1 c 03 U) U 6 o.. f W J E - o 8 wig L (, O c U) o O ®lo r_ C.0 w co M zQ o Z lL a E o E wO W E ZO Q@ Za oa U C13F- x U U0 � o E CIAcc!" co L ao <o qZ aZ Mz � Y mO OM z —' a� � w �Z cn o� Z go Q �� a -w �& - Ta aZ w =� �o o O c0 o r 'ate o - Ir Z Q U O O b ^ L l ' ^ 0 rn m �.� F =3 O _M p C%) NO m L 1� 04 Q I CD N \ T Ln r � T � E � M o z z _ E r a m a U Q p JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. 6 N ENGINEERED CLADDING WIND AND ROOF FOR MEAN ROOFOHEIOGHT <_T 5 ftND RSH JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 ( %) or t%32" EXP. 1 (33116) TILE: 15/2' EXP. 1 t33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %a' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%2', SHEATHING SHALL BE FASTENED ° WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" 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" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA, BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS 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 3 112" 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" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 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 `N/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 160 SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 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 (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 1S 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 T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" ,apt 4 04LLJ U c -o ® p = - � o e, CS-- C2. SV c fC C3LA- _-amx _.'.N cc O N C'1 f0 r,Q N 3 2 of a as s c io L o a CF kk� .'�'... f•Y.n. �. p ;*k i R r A To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W 4 �£ 0 8 ini O6. 8 � + H lln � D Qj M at LL 1 MLLu_ LL Lu Z _ C13 —'@ O\ o t o W :5 'Fu N �2 o26jO' IL LLZ m w � N Z Q N O U o Z W ❑❑ Z N M O O � gN OU) 4 Q � J d `z`nn �O 01 V O (y c�, LL W { U �O W 9 Wy N 1 ^ v i [n F^ C W E L jjj� • C, ) N Q O S M C:,w Co M o i � Q E.- O o 00 >� z QN zp 0 ao X U w r j O 0 o ro N t a Wz ¢o °a ww a? L C¢ O U m0 o� Z _ Q% to J hm ¢ ° Qw z z O¢ Z ° -U Q � a ww W <° O =< x0 O vco wI za a F ` > C.0 _J L ' ^ Ind / m N 0 C G � :3 0 T Q Y � Y T M W m /� L,' QI O N o r N r cp ui E w co o Z Z c E T j c d U Q p JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. 7 IT ��,,� �; �,�.d. �, ,,�� d �. T- 3 v SJ" a rn L0 a> `v v cn 0 Q r'M Q O J [V O I rn Lo e7 0 v cn� PM O 0 cV O I N cn LO q v Cr t 0 C 3 CD / O d E E 0 0 c c J 0 or 0 8 .a 0 •U N O 04 ci 0 0 CV cJ N n 0 Q 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed 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. Gast -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 / i . O Safe vertical load Safe horizontal load `� I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS O•~• O O 0 0 O 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T O © © 0 0 8RF14-1 B/1T 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`321 B/1T 0 0 0 0 0 0 8RF14-0B/1T 81=16-013/17' 8F16-1B/1T O FORM & GROUT SOLID o W ' J 0 • , #5 BAR CONT. 8F12-1B/1T 0 0 V O 81=20-013/1 T © V' LINTEL DETAIL SCALE = N.T.S. MINI= 0� F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8 F 16— B/ 1 T H J Zo g N Z tNOMINAL.QUANTITY r OF WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT MATERIALS cT fr precasf7mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR ATTOP MIN. (1) REQ'D ALTERNATE POWERS CLEAR STEEL LINTEL O d 4 ° M.U. #5 REBAR AT TOP , d ° ° MIN. (1) REQ'D1-1/2" CLEAR ° d d ° GROUT ° ° o 5 REBAR AT = u~i w ri, ° 0 BOTTOM OF a w z iii� OF "W-BOTTOM LINTEL CAVITY O v X w o�UOz REINFORCING PROVIDED IN LINTEL Q ¢ C7 rL J Z LL o w ,-, ¢ • C1 � L. #5 REBAR AT B( AS INDICATED 7-518"ACTUAL 40MINAL WIDTH (VARIES) . 0 R a 's t p 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) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION N ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-6" LL 5-10" LL LINTEL PLAN — ELEV—Al SCALE: %4"=1'-0" a,1 ' Cq o � m -o > W ' C lO C J N C LL C3- cn, 40 o 4 N � o ai cc u d > eu ca rn a c E � o IV i �. .. , ... < +/ t) - o O r fY� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W ,IT E o c0 'Q v 0 's y% 00 C N_ Or0 N N M V)Nb 8 J /N �i 13 M cf C J LL W J LL LL W a — -0 IL Y L L «@ 7j w 0 O W = 'f0 N (p 0 LLW ����mW L0 eM ZLL 0 Z N J O0 U o W o0 Z N Cl) 0 Z Z o < E3 Ln N M a � (� o - rZ LL r� W m U O N w o {) '�' J �® F— I S s C�) C) o o Aft dID W M o Z a LL_ a wo E aY Q O E v ¢Z ze oC CL aZ ¢ �O O O U K O N L ¢O ¢ az �W W _(V (� C a ZZ O Y U y0 mO O Z J < QW �N o< ZZ g0 !? LL d L, w W yE Fk =3 o O00 w� w ;o aC Z 3 >� J LO m CU Q 0 H G coO T Y � T U) m CV m LO r (V N T LO C��/•� E o Z z E T U)Z c @ a 0 .� a ¢ o c � JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. 8 3 rn ID v Cn 311 0 N 00 0 I rn L0 LO v v- 0 15. 0 cV C> 0 I LD CLI 0 N 0 i E 1.2 E c, x `v c J t� V U a P v V J a� tZ N N 5i v 0 0 d C) 0 0 rm v a� 0 N 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 ALTERNATIVES OD TREATED W LTER HAVE BEEN CREATED TO REPLACE C A-C. MANY OF THE NEW T 0 A N C PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR KG/M FOOT WITHOUT CONTACTING THE GLASS AND BE A 0 ) 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. STRUCTURAL NOTES 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. 3. 3 ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A A 0 00 SS S P W S FLA RE . 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. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1,0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. FOR APPLICATIONS BE PA RATEDSTRUCTURAL ALL PLYWOOD USED 0 EXTERIOR APPLICA 0 S SHALL A TE SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3l8" 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'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4. 6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1' 0' of the building side wall. P Y 9 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 trapps, be forms. Permanent forms be etc., shall made with permanent metal or plastic must 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 Concrete overpou� and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including 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 control company before a certificate of occupancy will be issued. pest 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 V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 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 OT RESPONSIBILITY REVIEW ALL DRAWINGS BEFORE S 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%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 %8". 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. CIA C) c W C, - cc N G In-0 G f6 U 3 M co N V = a cL 25 N. Gt F®�Y1� r� V �" �✓nib J cli Is .rr "6 •e lr�' s �a�ai0 °ti To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W g g E 0 s O Ui 00 N ��co U) 1-^ J vi N O > y dj (h w n Z 0 cU J LL d nw ca y v 05 IL Z m � O -" I- ,n co N OU Z o W ❑❑ z 0 M - o o Z N z J a a � o aV) X w U 0 N w o .3L U w J E L 8 i ° =w� C) o • � Q 0 N O O w M M z O z u ce E o >� E o14 Z® (U 1 �O x� UO �o dz N t <o m� O rp C za oY � 2-m o oLL z �C1 < ¢w Z z �w W o w� >O <T§ ar C C:)i 0 � J LO rn i-�LO cc j 0 C:)_J (T r r r (� m N m LO Q 04 C) .O cV � r ^ r E c (� o z @ Z _ E r N c a U _j a Q 0 c JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. SN 3 -a rn LO LO 12 v 0 .a 0 -3 00 O i Q L0 LO cn 0 0 0 J N co 0 I LO t(! :O Q N N a a E 0 v c c J 0 a> LZ 0 v g U i U 0 f1 0 0 J a> tZ N 0 r a� v 0 0 a 0 45 15 Q r m v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 5'-0" Q - STUB -OUT FOR 1'-0" 0 9 GAS METER O o - � U N = • 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. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filter blocking 1/8" gap FILL CELL STD, 90° HOOK BOND BEAM 11 STD. 90° CONT. #5 BAR > HOOK ��� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQAblock PER PLAN COLUMN ANDSHEATHING CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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 2x4/Plywood/OSB web stiffener 2" min. I g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflange ofuthcutst. - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than I Annlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing, Squash block (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" 110d1 nails at 6" o.c. <Y/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch or drill flanges 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.* Joist F-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls require additional consideration. — 6„ A 1 2" ROUND HOLE MAY 6 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%2' $ I'-0" V-1" I V Z' V -2 • 1 1'-3' 1'_7" .1-1 1 2-l' — Any 16' joist 12 1'-U' 1"" 1 c" 1-2°' 1 3 1'4' 2'-4' 2-11" 3-7" 4- • 4-9" 5-4- —N Span Span 16 11-al 1-T. 1' 2" 1-2" 1-T' 2'�' 3-2' 3-1C]°° 4"-9' 6-7"' 20 1'-0'" 1-1" 1' 2" 1-2' 2'-Q' 34Y' 4'-Q" 4-1�0'° 6'-11„ 6-11„ --- -- 4 T-9' 1A1' 1' 2. 1'_37 2-6' 3-= " 4-9' 6'-19' 7 94' 9 1fl' ' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 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 y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth _/ 5: L �/ - I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE 1[ TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL W Io� SLEEVE THRU STEM� ° ° SEE PLAN FOR °• a . • • ° FOUNDATION INFO ` a STEM FOUNDATION GRADE REINF. SEE PLAN A _ _ 1, ,1�1, ,L Nu 1-MAJC 4 t'vkl SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON 110A ° ° (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" v CENTERED @ PIPE PENETRATION 4 ° I, III i-1�11 I 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE q 4 4 \4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE Q °° ca a 4 ° ° a ° e ° ° SEE FND. PLN. SIZE & REINF. 00 C14 W y K3_Q L y -9 lV t y � C e L — �- cc �E �o N 14`1 ` �o r 'Ow F L 0 ^°P !� ESS1014 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W �* E 0 8 0 .0 m CO 42 N r N N Z QNMI' 2S J C U_ Z L� w Z J �- �_ 5 —ern o 5 L f6 W Y m 9 o r- W o2 � a N N z° co ZC N U U W 00 N o z z Q V) Tru m z CU o LL 4-1 C� O r.,_r o N Ly N �Ln U) U d W J P — E _ 0$ z = - U M c ° �Q r` O w o u E z . o0 � rg QN z® cU O 'T r0 O x U p u — N &a a¢o �aozE zo a 79� OO(u LL=�zru Z J s wu 1 z N � a o�d go w� Yw O <a }o NJ CD vC.0 121 ° 3 N Q �C.0 J LO LO m Q c� J CD O Cn 0 N 00 , ^ ¢I O N o O �-- d' -0 C V LO r ^ T ui E 4 M o z cc z 7 E r E y -0`a iU CU v n U -A Q p JOB NO : 22-08312 SCALE : AS NOTED SHEET NO. SN 1 ✓0 u 4 3 a -al- LO LO v V) 0 0 J cV 0 I rn In 0 V) Q b J N CO 0 I N L0 0 .c Y a 0 a E v v i LZ U v 0 U U 0 i a 0 G O J N v O 0 a N N v 0 Q m a N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --/ CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL I/ 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1Rd TOFNAII S T R R FOR UNDERLAYMENT UIREMENTS SEE 1/2 PRE Q ENGINEERED WOOD 1 1 I APPG(MIN.) @GARAGE SIDE IF CABLE. �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPFAE TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH (U,N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILSBLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HSEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILSU,N.0, SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BO2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.)NOT EXCEEDING 10'-0" (R302,11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHO 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN �p 24' O.C.INSULATION PER CHART ON FLOOR PLAN 3l8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD ) SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY x 10" "J" BOLT @ 24" O.C. W/IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THESIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AN ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24"x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ! A.F.F. @ 24" O.C.) 2"x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 Z 31/2"MIN. WF OR FIBERMESH 31/2"MIN.WWF OR FIBERMESH u ELEV. -0 3 1/2' - � L G t G ° a A.F.F. S 2x4 CONT. ,,_ ° a b ° N - I I ==I I rA71 TT31/2"(min.)- 4" _ D b °. TAT 1/2"(min.)- 4„ I� ° a ° °°—III—' 11 °O -='I�l GARAGE DEPTH VARIES r3l/2"(min. - 4"� - -�Im 3 1/2"(min.) - 4`" j.�-1 I �_ -� -T- - —I (f—1 I I T -,11T1Tf—I fly (2) #5 CONT. 4„ 1'41 8" (2) #5 CONT. 4„ TT I I -�► �I g„ GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN. N STEP TYPICAL BEARING WALL STEP SHEARWALL C @ rcC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 34'=1'-0" S3 GON s�c���\t pGs • No SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �" \ FILLED SOLID WlGROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION 8" C.M.U.TYPICAL SEE CC/S3 OR �I LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR *SIMPSON SP1 2X PT PLATE #5 REINFORCING J ARCHITECTURAL w/ 10 10d NAILS SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM ( ) r 2x P.T. PLATE WEEP SCREED INSTALLED w END OF 2" x PLATE TYP, ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Q 1x2 PT WD FURRING @ 24 O.C. E LU - P . v GRADE 40 MIN. Fy= 40ksi _j . 1/2" GYPSUM WALLBOARD III n GRADE ;I �, ° z_ #3 & #4 LAP SPLICE � D FINISH GRADE - [GRADE 60 MIN. Fy= 60ksi] na ° Z M 25" MIN. LAP [30" MIN. LAP] g U,N.O. FL (1) #5 VERT. IN FILL MONO OR STEMWALL — — — CELLS (SEE FOOTING MONO SHOWN o "�I IT I - w 1 �I 11= ' • FOUNDATION PLAN FOR CLARITY 9 O° 6 MIL VAPOR BARRIER i T b e ° =LU M 11=J= °O R 1 7/8„ FOR LOCATIONS) o I 1 f (=1 =i. T1��- z #5 REINFORCING BAR 11=- 1x4 P T BASE NAILER = =- 1-- Z 1 o I =1T�--]r TRUSS @ 24" O.C. U.N HURRICANE ANCHOR TRUSS (SEE UPLIFT S METAL PL. UNDER EA. .O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & @ EACH @ 6" MAX FROM END OF 2 x PLATE CHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM -1 I=1 I �I I I=1 In ' �' I I-1=1 I �I 11- 9 1-1 I [=1 11=1 I I ° I I III —I 11=1 11=' D7158-CLASS G or H, or ASTM I=1 I=1 11=1 I I=� ; • I �I �I I=11 D3161-CLASS F, IN ' I-1 (=1 I III-� ° - ACCORDANCE w/ TABLE R905,2.6.1, FLORIDA BUILDING ' =1 I I I 11=1 I I —I i 1=1 I I III=1 I I III=1 I' CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KGG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH ; E —ITI- I —III o I Ti 1=7f Tf[-' r - — I jf(�—II�T #5 LAP SPLICE PORT AT EACH -_ !III 1 I • - = r (2) #5 CONT,I IT,I I I 11-r 4"x4" INSPECTION �' o - _ _ 3 1/4" BASEBOARD NOTE: l - �, COMP. SOIL. (COMPACTED TO ° I III- I I--� 36" MIN. LAP [36"MIN. LAP] ON 3' CHAIRS 8" 1 4' 8' FOR BEARING WALL D D - _ ' FILLED CELL TYPICAL o I - I r (TYP.) W/ UPLIFT ONLY _ _ _ _' 95 /e MODIFIED PROCTOR ASTMI 11= I � 10" MIN. 2500 PSI CONC. SLAB -' I' - I' I co AT GARAGE CONTRACTOR —i l _I=1 l (I -I = 1 ! D1557) ) ,1� rr-�i r , T� r-�- MUNICIPALITY. CURB DUE TOSLOPE =IiI I- -III III--III=III (=III-1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -III -I !=',' IiI= U -!-! ! I I� j- „ ,,, „ �..�` #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" DECO GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" •G SLAB INFORMATION. SLAB INFORMATION, E � , At z 0 6x6W1.4xW1.4 D ° I I _ _ Z 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR min.) 4 BARRIER _ I n rf P �� a I I I a . E °- T a GRADE `"! COMP. SOIL. mI (COMPACTED TO 95% I II I I I I TTT-1 f I I I Tii MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON 3"CHAIRS TYP. #5 REBAR CONT._/1'-4" (1 STORY) STD. 90 NOOK (SEE O U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--\ BLOCK WALL BEYOND — 14 O.H.D. RECESS �} 7 Z Cl) 4. r, 4; I SEE A/S3 OR J/S6--Ii1I1 i 1 III,,,I i 1 I I - FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (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. — I • — _ — — — — , C _ III 1 � III _ -(1) #5 REBAR w/ OPT. 1=1 I I=1 11=1 I1— 11= 11l I [ 1 1= ;GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CV ' M T a v ,- I� I I :•`�.. � . . II I II SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 4. 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA� ° INTERIOR v ` 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 a W C E _ I- M 6 MIL VAPOR - -�- BARRIER'1 i REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS -IN ° M AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN a ' `. -� - (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL a - - - - a ° a G - *- BEAM SIZE & a II CONNECTION INFO r� a TI T I I •. •...�� I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w ° SCHEDULE ix ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rm�� SCALE:3/4"=V-0" S3 _) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL �. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT, FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN r� CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS - Z -j 00 — GRADE a 2 E > FILLED SOLID (SEE PLAN FOR 1 —j - 6 x 6 W1.4 x W1.4 -_ N �_ w w SIZE AND REINFORCEMENT) w I' c� — • 1 t WWF OR FIBERMESH ; LU Cn BRICK PAVERS or SLAB PER —_ I = w z� wIL Uj o U 0 0 -I __ __ __ z Lj a II -- - - - - - - ��iIi1-�r�=T-III=11T=)T 0'-0" FIN. FLR. COMMUNITY SPECS " -- - Cl) - -i I' _= 1 I1 I,- -; FOOTING 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 BEYOND PAD REINFORCEMENT-] _11H 3" MIN. CLEARANCE SEE 4. • FOUNDATION SEE • • _---- SEE SCHEDULE ''E ED COLUMA FRA I N G rCD 1N2�PATIO COLUMN r� 00 -� w N. N M,Cp J! a, >E=c ; , a� c.E ��4�tppyy,, ., F L 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 �E a 0 s - 0 °°� °' N `° _Lr, Q O LL5 LL W LL 5 J LL a Lu Z0 O a C y y o 0 z M z° a J ILW Z N O U 1 W 00 V M � z N oo z � � z � � J — n M z cn v o �N OlL o V) in U d C W � �-- — E - yy .. . ol•W,� = w U O y U)Q IM, s ti o CD w CY3 Cl) ¢ o Z E =o �0 as ca E ° o� �0 Z® UO I— xo oU 0 4 O EC N °o� p <o <z d 2 tW a? L_ Y U mo O Z Cl) J � QW �z w 3 0, g° a � �w ao �- o w¢ �o O l¢ a = � zo ° 3 O N L0 /'►. M 0 � a C'7 co :3 O r— 0 Y M W m ^ U �i 0 N o O r M N r L r � t N E w co O Z (0 z = N E a U Q p JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. S3 (MONO) o, 3 a rn 0 <nCr 0 J N 00 a I a rn LO `v a P2 19 0 I 0 a a i a U3 E CD S `o _ y c1- .O v 0 vl ry. i 0 U CD Cl- 0 0 N Cn 0 m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT " 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3 DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK ❑ ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION INTERIOR ❑ ❑ ❑ 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 I 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/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN Ct DOOR OPENING DOOR OPENING EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ El ❑ SCALE: N.T.S. S4 ❑ F111 ❑ 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 KB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK-OUT— BLOCKNOTCH LINTEL WHERE REQUIRED W/ (1} #5 FOR CONCRETE PLACEMENT a a a a a a 8 STD. 90 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 77 NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. QZ VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL Q FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN FIN POSITION GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SGALL: N.1.5. a 4 s o a BOTTOM OFaMOUNTING - E POURED CONCRETE BASE FOR 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. 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" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn r nwr� 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) 1 (3) (2) 1 (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP, 00 OR SIMPSON HTT4 TYP. O,o U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. �,14 3E SIMPSON SIMPSON 12 SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W! 2-16d TOE NAILS @ EACH END FASTENED To TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v z 2x TOP PLATE T `n 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD I 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) TY /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P —4 SIMPSON SP4 EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50 o 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 . ' V SPLICE STAGGERED O/SSA. \• \ /-1 Od @ 8" o/c ATTACH ALL -' EXTERIOR STUDS W/ 4�16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N,T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION J/j' SS -ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 /'RECESS LNTELS SIMPSON SP4 SIMPSC SP4 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL/'�j SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N,T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. i & NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE /— 2X BLOCKING I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 (2) 16d TOE NAILS EA. BLOCKING "2X8 WALL ABOVE ENTRY K.O. BLOCK W/0 ) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD It 0/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 c 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 rR� REV. 06.24.22 SCALE: N.T.S. C Go a� cam. ® ,< d a d'T d w df as 0 W cj +"4. r'• N r,-,\ FL,O' ••a Q oprsslo ttdil`ttt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H Q 8 a S 0 u�, N m 5 o M 0 w JLLi� 5 , a (ry w Z @ CL i � � `° cv 2 o W `°ox W w co 04 Z Co J -CL Q J Irk O V N O U 0 Z W W ❑ ❑ M z N C1 z � N z o� `o ) (DaV) W ca R U 0 U o N Ly N N U) V d n E t s of . z' - _ � ai U o • c u' Wb Y Q N � J zz M CID J z o Q E � zo Q� E Wo j a co I CD g0 X U &¢ UO o U o o< O CV a zo o < w z y L o �r U m o zC, - J �O < }Z Z fA ?� Q o¢� O Y Z no Z W <o -� o CDa= w �o z�a ° LO LO Q � M (� s— C) Y (S r m N m L0 r Q 4--+ 4-1 04 C) N 0 r N -0 \ Y-- �— Q r E E z z cn E T co a c00 Q o JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. S4 0 w 3 v Q Ln v in 0 0 J N oo 0 I LO LO cr V) O J N oo 0 I Lo ;v Co- 0 r 0 Q N N ca a E E c J y a� LL E2 0 c U v 0 a 0 U 9 w tZ ci 0 0 N N O r, i m cn SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4 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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL wl (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM 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)1Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. END '� BLOCKING ' 7/16" OSB SHEATHING ATTACHED W/ 1Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 122" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS)ox DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2) 10d EA. END (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING PLYWOOD OR 7/16" @ 48" O/C FOR THE / (2)16d 0,,,-1/2"CDX OSB SHEATHING ATTACHED FIRST ROWS OF NAILS W/1 Old NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & • AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/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 OF THE LAST LAMIN ON 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 @ 4'4" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" �) GABLE WEB SECTION_ (�2 WEB, USE MSTAM36 w/ (7) Q.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. ���5 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP �' SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `° oo oo SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS WOOD TRUSSES 6o oo 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 12" % RIDGE FASTENED AT AT 24' O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W! 2 -16d 40� �]t NAILS @ EA. END AT EA. TRUSS JOINT 2 2 x4' LAMINATIONS W! 1) ROW O ( (3) 2 x4 LAMINATIONS W/ 1 ROW () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 ( ) 16d NAILS 2x4 BLOCKING 24" @ (D = 0,148 , L = 3) OR EQUAL (D = 0.207' , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 R O OWS 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 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY) 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 CONNECTION ATI ( 2x4 "T" ON TOP OF PANEL I I,- EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3" @ 4" O/C l— 2x4 BLOCKING W/ (2)12d TOENAILS . NON - LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS SAME SPACING" )1 SECTION(""�9 SEE TYP. WALL SECTION FOR SCALE: 3i4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N,T.S. 55 CROSS BRACING DETAIL 1 S5 12 6.9 MAX. IINIMUM 2x 'ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 SCALE: N.T.S. S5 GABLE TRUSS 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON-DROP­)i GABLE END DETAIL ri 0 SCALE: N.T.S. CJ+S "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-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) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" 1" BRACE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD FASTENED WITH (3) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 8d @ 6"O/C �n�nnn rn, u+c+rt+ 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z W \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C \--MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING 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. @a 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"XY SDS SCREWS TO PLATES (TYP.) �CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 0 000RNERJACK d Y _ V W z 0 iJ HIP FRAMING REFERENCE PLAN NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) ZBOTTOM 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 @ 4'4' O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN --�� LL AS PER BCSI SCALE: N.T.S. \ c a SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 Go cli- �n mc.o tz: F- � v'j N r 9� FL ••�'^•. a ...� ro 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 vE 4 8 5 0 N 3 Lo to 0 U)ti['-- et aj Ma. � W °4 Z � _ o W m qW1,0o 0 J b M Z N J F~ OU o W ❑O M � N M V 00 N O � N M 0 o U OL o un �y N �N = y L L Qj doommonom � r v, 2C N 0 O �w c, M a o Z a �y ;= E z, �o �a Z© 8 a z 2O ❑a Uoo (O F- C X U a s U 0 o' O Q z w w 9 � 'o U) t_ g. U oO E N J m < < w �z ? w Zo �U N > Q 04 a V ¢3 ao o� _ o t0 v z< a ° No = CD J LO , ^ u , t m T Q C7 M T c Q J �• T M� W co Ln ¢I +-+ N (� o O T (14 r L0 C�3) t— � r E Z c o z cc z E = d E ' M U Q 0 a) JOB NO : 22-08312 SCALE : AS NOTED SHEET NO. S5 e cc ua C� 3 a LO v V) 0 Z2 0 J N C) 0 I a L0 LO v a 0 N 00 0 LO LO N 0 Q 4 N 0 a E E 0 v` i E2 V v 0 U i .o a. i c 0 x J LZ N 0 0 O d N 0 0 tz a m v' N 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER*1,x 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. 'i` /i /i, APPROVAL FOR CON/ �/ APPROVAL FOR CONN. i/ %i/i' j ix4 1 X 4 1A P.T. 3/16"0 X 3" LONG % FURRING / FURRING 3-1/4" LONG X 3/16"0 %- J ' ' FURRING TAPCONS '" " (2) ROWS 3/16' x 3-1/2 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2„ " DETAIL 1x8 w/ (2) ROWS 8d NALS 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" ix4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. / ' i 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. "/ '%" %� ix4 !i; (2) ROWS 3/16 x 3-1/2 -%� O.C. & 4" FROM EACH FURRINI �; ' TAPCON @ 16" O.C. & 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" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 2'- 1 X 4 FURRING ,r SOLID BLKG, AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS\1 BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --\ �— 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 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 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS - AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS Ia zi0111WZ4 PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #51 (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 A j'' LNOTCH WEB AT t5^ FIRST 2 COURSI :,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"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP 92 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD / SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE /AL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 REMAIN FREE OF MORTAR. NOTE: 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. IF TRUSSES USED) W/ (2) #6 X 4'/s" 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 WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" ° p' p p . 1T�T1 I —ITS p .D II I Ii-111-1T� ° IiT III I GRADE 4... D oo I�IjIII- M p. z C (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' #5 REBAR (TYP,) rR `% 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD f, ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) YP,) FACE NAILS 10d @ TRUSS VERT. WEB — JL :J/ METAL SEAT PLATE NOTE: I/ LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS ' +2 NOTC F� @ FIRST COURSE ` fHE ` ` .S -{ INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK - r- 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 BRG WALL TYPE — PER PLAN F CHANNEL, j FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w12-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (") 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23,2021 > 1'4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA .REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?XO + CFNOTN 2X4 SYP r • EACH TRUSS CONNECTOR SEE LINTEL SCHED. 7` 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF GHFFT nq ANTI 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: 31-. - r iITd'i'!)l'Ilr'lII IIIGIII�I�ul 111111!l1>�-r.�:ii,�tl �Fri I ;71-1i�I 1 r z O U_ O LU a U 0 FILL 1st 4 COURSES SOLID W/GROUT tr ° a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° a •• a. OVERHAN a: a 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. INISH FLO A #5 BAR p. 10 • ° CENTERED W/ H IN TOP o p KNOCKOUT / N - ; ° CHAIR BLOCK 1 944 N-1 MONO FOOTING .•, • — .a SIZE AND REINF. PER PLAN -- ° AND SECTION DETAILS CLEAN FILL .> • n DIRT Z A. ° STANDARD o 99 HOOK N #5 BAR IN FILLED CELL, ♦ L , sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" =1'-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. �.t ev � 0 o; MCA; moo;. an N C a u m � CIS tn L »e a���a,�%ti�+6�,1R3l1111P1 _� •,•' F L.� RO�E•SSfiOta ♦'� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W �E AN All Q N 8 O p (? C C co n 0 0 4 9)(� 0�� �n0�4- �M # w 0 C J u W _jWLL 1 a W ° Z C,C: s�o o N N o Y ILW (b Cj m w M Z Q J Z N OU U � a❑ z N o g � o � a N U) - M N z 0LU v o +� Ow, D u g U W � — � s _® I U ) Lv � ®Q Q N I� o w co z o z � g E os <@ _® E 0 wz oa FL6 (d 0. g ¢¢ = 0 O ° O E CD<o °z <o az �z U) C Y m� 01 QT ¢w E5 Q ZW rn LO ;U Cr 0 0 J N M 0 I LO v 0 a M 0 J N 00 0 I v 0 3 a N N v a E co E 0 C N GJ ri e U .o a 0 U J LZ N N 0 0 Na O 0 m v cn CROSS BRACING DETAIL (TYP.)je`_1 SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAIL 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT, SEE TYP. TRUSS BLOCKING DETAILS 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 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING ' MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----LWOOD TRUSS A 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 Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL (a� INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE (OOF PAN FOR MOI VFO SEE FLOOR PLAN FOR (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 TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS L.SEE PLAN FOR CANT. COLUMN SIZE & BASE L-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/P ANM OPTION B CONNECTION INFO OPTION C 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) A A SEE PAN FOR SEE PAN FOR CANTILEVER IF INDICATED CORNER n SEE FOUNDATION PAN FOR MORE INFO 5" X COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO v 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 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 4" O.C. INFO. 16" O.C. W/ 4 12d INFO. 2x BLOCKING BETWEEN STUDS () COMMON TRUSSES.TATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL SCHEDULE BOTTOM CHORD LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL PLATE MORE INFO. TRUSS STUD) TSHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN 2x4 BASE PLATE W/ VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON WOOD WALL BELOW @ 16 O.C. MIN. 2X4 #2 SPF STUDS r % (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) 16" O.C. W/ EXTERIOR @ TO FLOOR GIRDER TYP TOP & BOTTOM SEE PLAN 16d COMMONS NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B (3) 12d TOENAILS TO __ MASONRY WALL BELOW: SIMPSON PER NAILING SCHEDULE & - °<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW - MASONRY WALL 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 a(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 o 16" O.C. MAX. Q° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R CONNECSPEC'STIONS INFO. ° SECTION @ FLOOR FOR CONNECTION MANUF. CONNECTIONS FOR 16d NAILS AT EACH END TO G.T. EXTERIOR. WALL 7 SECTION ENTRY g CONNECTION 22 SECTION AT HIP GABLErj_-\�2SECTION @ BUMP OUT 39 SCALE: NTS SCALE:NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS c*r �w e� C%4 d� > W r o a ® c6 C_� N N R C1 i a► a co @'r N � g d j 2,C y .5 4 ' 3 cc .w W. =a '— 0 \ 0 Q ' v ��'✓i��,�OPESSIOV%P To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W 0E s,8 p Lo4 o m A7 — W a) N C H 6m� LL Q C J u_ LL W J LL_ D •f. N W� � N GO3: 0 rn m i. Z LIL t°�C co co z Q � N O U 8 W El 171 'lima 0 0 Z m NQQ Z o Q Q J N — N M z 0 QJ a) 0 0 � `V W m ° U O N w o (e✓ N U W J l _ E I L Q N O ti o w M m �z oa Z Z J LL ,6 E =o oo > ry <� o E u <o Z® o� (6 XU U &¢ U so oQ r N 0 ¢. w L to co _ z U y m, O O� Z z co (v J m 0 Q W gz o¢ a0 W U LL NW z1 o ONJ co w -0 a z0 a OU � eO > (O LO LO ca 2 =3 O Q I Y r U) im in � Q� O N CD N T � LO T VT♦ I Q � r w co o z z E r co d E U J i Q rz 4) JOB NO: 22-08312 SCALE : AS NOTED SHEET NO. D1 1 I Ali � I Q LO v Cn 0 0 J N co LID I a �r rn L 0 0 J cV M 0 I A ILD LO 0 Q 0 Q N N v d E Q) a) E 0 J a> 0 v v N U 0 i 0 v U J 0 LZ CCI O N N ai 0 Q m 0 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 e 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 RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure' resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape F DO NO- BOTTO cl enlcl SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary I L/'lVl IIIVV SELF -ADHERED FLASHING DECK JOIST I L^VI IIIVV 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN ooM . CI WEATHER ✓E BARRIER & 'ARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 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 JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) 4SHING 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 SELF -ADHERED FLASHING-/ 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING ' EXTERIOR DOOR WITH DECK u 1'4" PER PLAN 1'-0" PER PLAN SHOWER SEAT FI Q w > m N WINDOW UNIT SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4°-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 EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. Y Y P 9 9 q Y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR ! �` : _ other 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 RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. ll R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 2 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing O P p Y P Y Y P P P Y g (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASHING, SEE LANGED WINDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE ADHESIVEASSHo NOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as EXTEND A MINIMUM 6" 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 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. <>: 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in putters. :LF-ADHERED FLASHING ITCH ,HERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE �i� II rhr PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB VI ,- -SF LATH ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor FLASHING REQUIREMENTS 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 tv �! C-.) O C' W O c eec�C- �c m a¢ ,- `. 67 dQ=Q N >✓ mr.7 c ca o r° N O N ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 v E O M 8 SEE -V VAN 1-1 y � 9 14 � G U)G ��� �r�- ") J u-u- u- _ Z0 52 -ern a 5 m� L T C? :t-- 0 W 02 cj n Z M Z Q ZN O U w CD N M o g 10 z N z �1 Q J d � V) N M z �LJ' 1 0 LL T co (1� W 0 O^ p U J Ln LU Ly N c� - - U ) c `� Q OJ Y N 0 • ® to 44IS r_ O M co Z i o S2 Z Q � U- Iz E � 8 zo oo wj r Zs M �® ❑a H- fO 6 U O Ep ¢-23 o d Z 04 L ¢ r0 Cl) c o h .0 z Z m Q zo o� z C a W ao �w aLL J =o mi O CDI wF � d? 0 c Q = y Lm LO .-. � � H (o O r O rr W m U') Qi O N o o r � N T L0 T T � ^ T 0 E w 2 o z (0 Z E rcc N a U -1 ¢ 0 � JOB NO : 22-08312 SCALE : AS NOTED SHEET NO. W P Molurtting BradWs (10 Gg +1t2,')I2-12" Sete Armhor Sche& 1 lr ilia. Al2 (TYPI) ack Cross Support (May iDe cut to W ) Bradt '{ auge) y r Screws AMUNi Wtorn Edge * HurricarRStfap {�'y�ticah� €n ftctnt) Washers Front Cross Support Left Brno t 06 Gauge)i �1*}Seif�lF�iiRgS�t�t+?h'iEl�ratlt�t�' e#ack Cross Supoort Into A!C Unit Bottom Side Crypicalt 3 each side fi;r hurricane un) N*, & uandLusutt unat lactIbou at; th aataAaai wiltla zs d t 9am5e ,t t 6nnTw.. t 6t ' 10.VA�at C tr�NlYr tiO�- Morida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget oil 1211 W2021 SSo44 Entity or =& Data Date Peitalmg pate Version Manufacturer Coteau. Cnalmor& License Validated 6v Validated submitted FMC Aooroval Ai>yrovod Siam Aflienatlan =0 Smart Vent Products, Inc, Mchael G.hem Harman F Norero P.E. Locke Bvaden P.E, 12J181202D 12/16/ = 1228f2020 Approved Category: Sauctwat Components (677) 441-8368 PE-73778 (334) 3M1800 Subcategory: Products Introduced as Reshot Infolpsmartvent.com N- Technology Complrance:Method; Evaluation Report -from-a Florida Registered Architect ors Lloensed Florida graduals Professional Engineer `: Fi#5a22RR .-.. .- Ouanv Assurmlce. Apnrovedfor use Apnroved for Use ImoaG t - . Design a - a. ProduetnlodeLNlan bar or Nama Product DascrlolWn Cataract EK."Icn Date In HMiZ [)inside HVNZ Resistant PnSsure 1 BmartVemModef #1540.510 Dual Function Flood end Ventilation Vent 12/312023 Yes Yes PICA +1001--10o 2 SmedVent Modal #1540.511 Dval F-ctlM Flood and Venti.don Vent 12nWC23 Yes. Yes NIA *Iookioo 3 B.."Vem Modal#1540'520 Insulated Flood Vent 1201/2023 Yes Yes NIA +100F1D0 4 ..Vent Model#154" 521 In I taxlFlood Vent 1W112023 Yes Yet NIA +1001-100 d Srn4rtVem Modal#1540.5-24 16aqud,G..9. Door FII..d'Vant 120102023 Yes Yes _NA WA 6 SmadVent Model 01540-570 Wood Wall b muted Flood Vent 12131f2023' Yes Yes NIA *10DF100 7 SmartVent Model #1544574 14.5&quit: Garage Door Flood Vent I WI t 23 Yes Yes WA NIA Florida Department of Business & Professional Regulation Pagel lit Building Codes and Standards in V=l Product Approval Application Detail Code in EMIN a Gitfr we Data Pending gets mm Version 4114-Eacturar Contact Enueerw&.License validated By Valloatod submitted FBC Avoroval rMo ed Status Rsvelon 2020 Draxel Metals, Inc. Jason Shumate Zachary R. Priest Locke Bor/don P.E. 087102020 08109/2020 0812or2o20 1 o1132020 Approved Category: Rooting I502)303-1511 PE-74021 (334)300-1800 Subcategory: Metal Roofing Ishumne@drexmet. rn Compliance Method: Evaluation Report from a Florida Registered Arehltedt or a Licen sed Florida a professional Engineer FL#77678+Ra uets` 0uaMv Assurance Approved for Use Aooroved for Use 7moact Design sea # Product MOON, Number or Name Product Descrlodon Corti Expiration Data If HVHZ Outside HVHZ Resistant Prilasure 1 DreretMdel RonMng Sysfams DMC 100NS DMC 15DSS, DMC 175S, DMC 20.05, 12/312025 Yes No NIA uMao DMC 5V Florida Department of Business& Professional Regulation page 2of4 Building Codes and Standards 1252022 Product Approval Application Detail Code Entity of Date, Date- pate Peril o Te Version vo ManufacturerCoy Contact Enaineer& License- Validated BV validated .Sub. fitted. FBC Approvat Approved status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F.Sohmltlt. P.E. Ryan J, King, P.E. 0015f2071 TMIQ020 04I22/2021 O61Dar2027 Approved Category: Exterior Doors (800) 843-7626 PE-434M (81 S) 767-65135 Subcategory: Swinging Exterior Door Assembies jasperson®thermatru.ce Comifllanro Method: Ev'aluaticn Report from a m Florida Registered Archdeot ora Licensed Florida Professional Engineer FV4204CU RB ProSucta - QualityAssurance AporoV®9for Use ADDCOVatifor Use Indeed Design sea.9 ProduetMatlel. Number of Name duet Oesenotion Cerdral; Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 e. Therrrna-Tru Fiber -Classic and Smooth,Sar Nominal 5&#3g,88quot;lmpacAquota Opaque 12f31/2022 No Yes Yes NIA Composite: Edge. Fibwglass Single Door (InswnglQutswing Xconfiguration). 2 ti.,Therma-Tru Fiber-Clawld and Smootn-Star Nominal 5&#398&quot;l'rnpact&gwa Opaque 12/312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelke(s) (Inswring/Outewng; XO. CXcr OXO configurations) 3 c. ThermaTru Fiber Classic and Smooth -Star Nominal 6&#398 &quodmpactliquot Opaque 12131/2022 No Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelites (Inswin9lOutsvring.)O1 or OXXO configurations) 4 all, Tnemva Tru Fiber -Classic and Smooth -Star Nominal 8&# S0 &quct;lmpact&quot Opaque 1213112022 No Yes Yes NIA Composite Edge Fiberglass: Single Door (inswnglOulBwing Xcollfiguratlon) 5 ,e. Therma.Tm Flber-Classicand Smooth -Star Nominal 8&0390&quot;1mpac4quct Opaque 12131CO22 No Yes Yes NIA. -Composite Edge Fiherglass-Single Door with Sdelie(s) Onswnng/Outaw rig; XO; OX- OXO confi -litti s g ) 6 f. Therma-TYu Fiber -Classic and Smooth -Star Nominal B039,0 &quotimpact&quot, Opaque 12)31t2022 No Yes Yes NIA Composite. Edge Fiberglass Double Door v ith or without Sidalitss (Inswing1Ouhwing� XX or OXXO configurations) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nommat 6&ff338 &quOQmp.m&quot Glazed 12131=22 No Yes Yes NIA Composite Edge Fibarglass'Single Door (I nsvarg/Outswmg Xmnfigurati-) 8 b. Therma-Tru Fiber-Claasio and Smooth -Star Nominal 68#398 &quot;lmpact&quoti Glazed 12al2022 No Yes Yes NIA Compos bs Edge Fiberglass Single Door with SidelRe(s) (Insmng/Outswing XD OXorOX4' confguratons) 9 i. ThermaTru Fiber -Classic and Smooth -Star Nominal 88#39,8 &quatimpacAquot, Glazed 1213'f12Q22 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelines(IneivinglOutswing XXa OXXO configurations) 10 1. Therma-Tru Fiber -Classic and Smooth- sr Sl Nominal 8&#390 uokI ct not Glazed 72131f2022 No Yes Yes WA Composts Edge Flbergtass.Sitgle Door (I nsWriglautswing X ocelflguiation)., 11 k Thelma-T. Flber,ClasWc,and Smooth -Star Nominal 8&ff39,O&quotl mpact&quot; Glazed IV312O22 No Yes Yes NIA Composite Edge FI berglass Single Door with Sidetlil (lnsWilglOulsfding' XO, OXorQXO configurations) 12 I. Therma'-Tru Fiber -Classic and Smooth -Star Nominal 8&#39.0 &quofl mpactili Glazed 12t3lt=2 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites(InswinglOutswing; C(.rOXXO configurations) 13 m Theme-Tru Flber-Classic and Smooth -Star Nominal 6&#39,8 &quotlmpacAquot Glazed Molded 12/31i2022 No Yes Yes WA Open Composite Edge Fiberglass Single. Door (I nswng/Outswing; X configuration) 14 ri, Therma-Tru Fiber-Classicand Smooth -Star Nominal 68:9398 &quotjmpacaouet; Glazed Molded 1212il=22 No Yes Yes WA Open Composite Edge Fiberglass Single,Door with Glazed Molded Open Sldegte(s) (I hawing/OutgWrig;. XD OX or OXO configu rations) 15 o.Therma-Tru Fiber-Cl2wicand Smooth -Star Nominal 6&0399&quotlmpact&.gtlot, Glazed Molded 12131=22 No: Yes Yes NIA Open Composite Edge Fiberglass Double .Door vAtn or without .Ghad Molded Open Sldelhes (InswnglOutewing; XX or OXXO configurations) 16 p.Therma-Tru Fiber -Classic and Smooth -Star Nominal BM3988quotl moact&qugt Opaque 121312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Molded Open Shdelita(sj (In ngtOlitisaing; XO, OX or OXO ConfigUrahons) 17 q. Themha-Tru Fiber -Classic and Smooth -Star Nominal 69#39;8 &quotl mpaoAquot; Opaque 12/31/2022 No Yes Yes NIA Composite Edge Fiberglass Double Door wth or without Glazed Molded Open Sidelites (I nswnglOutswing XX or OXXO mnigurstions) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pages oft 1WO21 92111 En111tir or 211 Zia Data Pendino tag tygg Versiml Maninfatturer centset Enalnear & Uceilse Validated By Validated submitted F6C Am -al Approve attic RovIslon 2020 P.GTlnduatries Jens Rosov M Miami -Dade 9000-CER Mlaml-Dade B=-VAL IIJIS 2020 10264X20 11124r420 Approved Category.. Exterior Doors (90) 4860400 (786) 315-259a SubCatggorr.. V laing Exterior Door Assemblies Irosaxski@pgtinrwrslneac Compliance Method; CartH.Uoa Mark or Listing om F I'M251.ra3a proiaiCtr . Quality Assurance Aoorxi ad for Us Aocrovsd for Use React. p®don Sea# Product M odN- Number or Nam. Product Description Contract Exdiratiae.Dat. h1 HVHZ Du1GW HVNZ Resistant Proseurs 9 9D0.55r0 (Largd, M.IIe)mpaet) Vinyl SNding Glass Door 04 /142021 Yes Yes Yes NIA May 27, 2022 ■%%6woo(2022) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72 lease provide the in rmatian and a royal numbers on the building components listed below if t p p pp P� they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR BOORS ITherm IFiber-Class-ic A. SWINGING a Tru and-SmoothNON4MPAC FL20 1.1 - 9?.L!- . psf 1 1i Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67,01-87.0 psi 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star OMPACT) FL20470 + .0/-80.0 psi 12/31/2022 B. SLIDING M1 Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.0 + .7/- 8.7 psf 4114/ 02 C. SEC11ONAL Wayne -Calton Series 8000/8100/8200 #1105 (8 A`) FL,8248.3 +31 a01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (1 r) FL8248,10 +30.01-33..5 psi 12/3112023 Wayne -Dalton Series 8000/8100/8200 #1124 (18X7) FL8248.11 +34.4/-38.3 psi 12/3112023 D. METAL LOUVERED DRS Curries Division of AAD f Inc 607r707F727,7471and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG - o MI Windows and curs D - Sens 185 e FL17 '99, 4 +.. 80,01-+� 0 0. pet 101 8/202 PGT Series 5500 F L239.2 NIA, 7130/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55.0/-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psi 413/2023 PGT Series 5520 FL243.5 NIA 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NiA 12/31/2024 POT Series 5500 FL281.1 NIA 5/2612026 E. OTHER. 3. PANEL WALL a di Prod. James Hardie Building C kSiding_ ,e _L_ L Siding. emplan Lap and Hardi P ank Lap FL 3 92 1 1 .1 FL13192.2 A. SIDING I NIA 1213112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit y FL15272,1 - FL1 272.2 5 75.0 75.0 t / psi 12/3112023 Alpha Aluminum, Inc, p 1 Solid and Vented Aluminum Sit FL1�6544 R5 + 54 psf 54 21- .2 f /301 0 3 7 2 2 C. OTHER 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamkv (Ibr Shingle Rcc� 151b Felt Underlayment FL12328 N/A 6/29/2023 Plyglass USA, Inc, (fbr Tile Rot) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL1 918,4 NIA 9/912026 Florida Metal Products, Inc Vent RV 10 FL215810.3 NIA 12131/2024 Lcmanca, Inc DA4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING 11LES Borah Tile Villa 900 FL7849,27 - FL7849.28 N/A 12/31/2025 Baal Tile Saxony 900 FL7849.116 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NSy DMC 150SS1 DMC 175S1 DMC 200St DMC 5V FL17679.1 +01-180 12/31/2025 5e SHUTTERS A. STORM PANELS Global Protection Products Gaivanized Steel Storm Panels FL15076.1 - FL15076.2 N1 A 12/311 0 22 Al! American Shutters & Mass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12131/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12131/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, r 1 LVL PSL LSL FL6527,1 - FL6527.5 NIA 3/31/20 3 D. MATERIAL Cast -Crete Corp.. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, In uInc, High Strength Concrete Lintels FL1774 NIA 512512024 The products, listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these inducts the following intorm ation must be p p _Pp p p P g available to the inspector on the jobsite, 1) copy of the product approval, 2 Florida Department of Business& Professional Regulation page f of Building Codes and Standards in52022 Product Approval Application Detail gm Entitror R9l& Data Date Pending , S� version blab ufactlll'er Contact Engineer & License: validated By Val Submitted FBC Anbroval Awroved StaWs Revision 2020 Thermo Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. RyanJ. King, P.E. 07/23/2020 07112f2020 07/29/2020 10/130020 Approved Category: Exterior Doors (800) 843-7828 PE-43409 (813) 767-6536 SubCategory; Slinging Exterior Door Assemblies sJ@apa,wn@thanmatrugo, Compliance- Method: Evaluation Report froma m Florida Registered Architectora Licensed Florida `pCi12D47DR9pf4WUtl�, Professional Engineer - - Quality Assurance Approved for Use Approved! Il for Use Immct Design Sea!! Product Model, Number or Name Product Deseriotion Contrast thtn ExIbiraDate in HVHZ Outside: HVHZ Resistard Pressure 1 a.Therma-Tru Fber-Classic and STmoHi-Star Nominal 6&#39',8&quotimpact8rquot Opaque 12Y3112022 Yas Yes Yes WA Composite Edge Fiberglass Single Door (Insrnng/Cufs ring; X gonfiguretion) 2 b.Therma-TruFiber-Clawic andSmoeth-Star Nominal 8&#39,8&quot:Impact&qucd Opaque 12131f2022 Yes Yes Yes NIA Composite Edge Fibarglass Single Door Wth Sidelite(s) Onswngl0utswing XO, OX or OXO con0guralarm S c. Therma-Tru Fiber --Classic and Smooth -Star Nommal63#30;5'&quatimpad&quat Opaque 12131i21= Yes Yes Yes NIA Composite: Edge Fiberglass Double Door with or without Slessites (Inswing/Outsvrig; XX of OXXO configurations) 4 d.Therma•Tru Fiber -Classic and SmocthStar Nominal 8&939;08giwtimp2ct&quot Opaque IM11= Yes Yea Yea WA Composite Edge Fiberglass Single Door Onswnng/Outswing; X.configuration) 5 e. Therma-Tru Fiber -Class "nd Smooth --'Star Nominal8&#39;0 &qucklmpact&quot Opaque 12f312022 Yes Yes, Yes NIA Composite Edge Fiberglass Single Door with Sldelrtels) (IlmnnnglOutswing XO, OX or OXO configurations) 6 f. Therm®•Tru Fiber-Clawle and Smooth -Star Nominal8&#3ST &quot;lmpact&quo1; Opaque I213112022 Yea. Yes Yea- N7A Compoaite Edge FloaTt;s Double Door with or without Si"ites (In"'n 0uhswIng; XX or OXXO canfigursrcme) 7 g. ThenliaTru Finer-CWsslc and Srrlodth-Star Nominal 6&#89;8&quottmpsct&quot Glazed 1.2131P2022. Yea Yes Yes WA Composite. Edge Fiberglass Single Door (InswnglOutevring; X configuration) 8 h.Therma-Tru Fbar-Classic and Smooth -Star Nominal 6&939B Rquotlmpact&quot Glazed 12131 12D22 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelits(s) (Insv✓,nglOutavdng; XO; OX or OXO conf g urahons) 9 i� ThemTru Fiber-Ciawic'and Smooth -Star Nominal 8&#39:8.&quotimpaot&quo; Glazed 12131=22. Yes Yes., Yes NIA Composite. Edge Fiberglass Double Door with or. Wthout Sidetites (IrewInglOutswing; XX or OXXO configurations) 10 f; Therma-Tru Fiber -Classic and Smooth -star Ncmina l 8&#39,0 &quotlmpact&qua(. Glazed IW 2022 Yes Yes Yes. NIA Composite Edge Fiberglass Single Door (InswanglOuLsvving; Xconfiguretion) 11 k Therms-Tru Fiber-Classlc and Srnooth-Star Nominal 8&#3$D&quotlmpact&quot Glazed 17131/2022 Yes. Yes Yes WA Composite.Edge Fiberglass Single Ooo-ith SidelRe(s).(Inawdng!Cubtaving; XO, OXor OXO configurations) 12 I, Therma Tru.Fiber-Classic and Smooth -Star Nominal 8&#39,,0&quot;lmpad&quct, Glazed 12131=22 Yes Yes Yes NIA Composite Edge. Fiberglass Double Door Wth or without igic liter (lnswingPOutswing; XX or OXXO gonfiguratons) 15 m Therma-Tru Fibar-Classic and Smooth -Star Nominal 6Uag,'S 4uot;lmpact&quo1,'Opaque 1M112022 Yes: 'Yea Yes NfA Composite Edge Fiberglass Single Door wath' &quotNon-Impact&quat; SM ellte(s) (I nswingl0utavvmg, XO, OX or OXO conbguratiarm) 14 n. Therma-Tru Finer -Classic and SmoolhStar Nominal 6"39;8 &quotmnP at&quat Opaque 1213112M Yes Yes Yes NIA Cpmpo.te Edge Fiberglass Double Doorw+7Th &quot,,Non-Impact&quot: Sidelites (I nsvangfOuiswn ng; OXXO configuration) 15 o.Therma-Tru Fiber -Classic' and Smooth -.Star Nominal 80WO-&quotnnPact&quota Opaque 1213V2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quot,Non-Impact&quot; $idelite(s) (lnswngioutswing; XO, QX or OXO configurations) 115 p'. Therma-Tru Flbler-Classic and Smooth -Star Nominal 8&M;O &quot;lmpact&quat Opaque 12/311d022 Yes Yes Yes NIA Composite Edge FlbercJlass Double Door vvith &quotNm-Imiact&quot; Sidelites (InsMnglOutswAng; OXXO mrrfigumtion) 17 q. Therma-Thu Fiber -Classic and Srmoth-Star Nominal 8&#39;88quot Non-ImpooMquot; Opaque. 12/31/2072 Yes Yes No NIA Composite Edge Fiberglass Single Door (In%v4rQ1Cutswing; Xconfiguration) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#S3t66quoLNon-Impad&quot Opaque. 12/3112022 -Yes Yes No WA Composite: Edge Fiberglass Single Dogr wgth Sldelke(s) onsiMnglOuis wing; XO, OX or DXO configurations) 19 's.Therma-Tru Fiber -Classic and Smooth•Star- Nominal 6&#30,89quot;Non-ImpacAquct; Opaque 12)3112022. Yea Yes No WA Composite -Edge Fiberglass Double Door with or without Siaeiltas (lrlswringfoutsdAng; XX or OXXO Configurations)' 20 k Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &gtmt•Non-Impact&quot Opaque: 1213lf2022 Yes Yes No NIA -- Composite Edge Fiberglaw Single Door (Inswsng/Oute virg; X confguration) 21 u.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8WRO;1quot Non-Impaa&quot Opaque 12/31/2022 Yes Yes No WA Composite Edga Fiberglass Single Door with Sideli[e(s) (Inswingloutswing: XO, OX or OXO 22 v. Therma Tru-Fiber Clasuc:and Smooth -Star conflaurationst Nominal 8&#39.0&quotNah-lmpad8,quot, Opaque 12131=22 Yes Yes No NIA Composite Edge Fiberglass Double Door With or wthoutS,idelites (Inswing/Cotswmg: )0( or OXXO configurations) ' 23 w Therma-Tru Fiber -Classic and Smooth -Star Nominal@&:139;$ &quokNpn-ImpactSquot; Glazed 12151=22 Yes Yes No N/A Composite Edge Fiberglass Single Door (Ins'tiitlg,'Outswing; Xcanhguration) 24 x.Therma-Tru Fiber -Classic arld Smooth -Star Nominal8&#388&quotNon-Impad&quot Glazed 12131/2022 Yes Yes No NIA Composite Edge FC6rgiaw Single Docrwith Sldefke(s).(InsW40urtswng XO, OX. OXO configurations) 25 y_Themia-TN Fiber -Classic and Smooth,Slor Nomin21683r39 &&quotNon-Inlpact&quot Glazed 12I312022 Yes Yes No WA Composite Edge Fiberglass Double Door with or without Sidelftes (Inswingfoutsw ing; XX:or OXXO configurations)„ 26 z. Therma Tru Finer-Ctossicand Smooth -Star Nominal 8&#39;0&quot;Non-Impact&quot Glazed 12I312022 Yes Yes No QUA Composite -.Edge Fiberglass Single Door (InswingfOiaswing XwHtigulation) 27 za.Therma-Tru F4ler-Classic and Smooth -Star Nominal 8&939:0&quotNon-Impact&quok Olazed 12W2022` Yes Yes No NIA Composite Edge F berglase Single Door with - SidalRe(s). (InswnglOutsWrig; XO, OXor OXO configurations) _ 26 zb. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:08quotNm-Imps 4&quot, Glazed 1213112022 Yes Yes No NIA Compost& Edge Fiberglass Double Door with or .without Sidelites OnswiriglOutswing; X(or OXXO configurations) Florida Department of Business & Professional Regulation Pagel &2 Building Codes and Standards 115i2021 Product Approval Application Detail CongaEnfltv.r Cate Data Da. Pending gtt Twos Varslon nlanufadurar Coned EnoirreerB Licarrse ValkdandW V.0",d 8ubnrtt d' FBCAn.neval AoDram status Revision 2020 MI WNdolar; and Doors Brent stling tr Luls Roberto Lomas Steven 1A Urlch. PE 1011 M020 10101102620 101192020 12/152020 Approved Category: Exterior Doors (717) 36,1-33DO PE82514 f717) 317-8454 SIffiCatagoiy: Sliding Exterior Doer Assembaes bsmmger�mhvd.cam Cornplmngs Method: Evaluation Report from a Florida Registered Arcnitact ore Licensed Fiorids proressi-I Engineer �hJi6 . ,•, Rroe{iiat3, . ., ^^ L ... - ,a- <. • 1luilltvASUrallce- ._ Approved( .. . ' orU&e Appr0VedlorUse , . IrjtQ$yi DeNnr, .Sep k Product Mods: Number or Name Product descrWdon Contract Exobatloi) Dare In HVHZ outside NVHZ t;9§I€t� Pressure 1 9ERIES420:ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12+3112024 No Yes No NIA 14S3At&quotx8o&quot NON -REINFORCED 2 SERIE5420.ALUMINUM SGD SERIES 42CALUMINUM SGD OX XO, XX i2731rz024 No Yes No NIA 96&q ctx808quot NON-REINFORCEO 3 SER1ES420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXD 1Zt372024 No Yes No NIA 145.3/¢4squ d X:a6&qu d: 4 SERIES 420ALUMINUM EGO REINFORCED SERIES 420 ALUMINUMSGD REINFORCED OX.. 1MI12024 No Yes No NiA XO XX96&qu0tx96&gdol: 5 SERIES 42CALUMINUPA 5GD REINFORCED.' SERIES 420 ALUMINUM SOD REINFORCED XXX 1M2024 No Yes No. NIA 143&quctxw;1qud; Florida Department of Business & Professional Regulation Page I a Building Codes and Standards 102D21 Product Approval Application Detail CodO EntIN ar !1a o�z qt Dato Pandrw O�tg ]y_ Version planu1,11A r Conrad EMlneer& Ucense validated By yaildsted Submitted FaCAooroval AoMy d Staus Revision 2020 Wayne-Dalan, a division of Overhead Door Dwayne Koon.h John E. Scales Jeffrey P. Arneson, P.E. 10/122020 0020f2020 1023/2020 12MISM20 Approved 'ampoiauol (330)7n8121 PE-51737 (D04)821-5200 Caegoly- Exterior Doors dkomishQwayne-daltcno 8ubCatagory: Sectional Exterior Door Assemblies Din ComplfancaM4lnad: EValuatiM Report froma'. Florida Registered Archit tot or a Licensed Florida ProrsesionN Engineer E `: z4;}atm-PraeTUdis - - _ qualify Assurmim Atmroyed for Uu Aooroyed for Use lmoact Oasion seat Product Modal- Number or Name Product Descrloaon Crlu oact Eilotratlon Ease at HVHZ Outside MVNZ a nt P Pressure 3 BDOOf8100182 #11A5 9&#39: Max vldm. 144#35; Max height. Gledng 12131=3 No Yes Yes +3toal_35.00 available In lop or intennetllete seClon. 10 8000781001200#1123 81 168#86: Maxwtdth 14&#39: Max height. Glaiin 2/31 023 rz No Yes Yea +30,001-33.50 available In top or Intennetllata section, n,g 11 80OW810016200.#1124 113M9: Max width 48 1:Maxheight, Gazing 1 tp M g rig 121312033. No Yea Yes +34.4111-38.30 available In top or btermedlete section, Florida Department of Business & Professional Regulation P1grl cf1 Building Cozies and Standards I15r2D21 Product Approval Application Detail Code Entity or fit0 Date flare Pending Data Type. Version Manufacturer C.A.ct Enoln- License Validatedev Validated submitted FBC A®mwal A.-ci Star,, Revision 2aza Carnes Division fAADS. Ina. Tom Farley UL LLC Tray Bishop, P-E. 12/10no20 1Zxl2020 12212020 Approved Category: Exterior Doors C641) 494-2813 f954) 947-0860 SubCategonn Exterior Door Components tan.rammy@7 .abloy.co CaMPllatlCO Method: Certification Marx or Listing m F1;Vt}IT437•Ra preduh�, •,r. ��. ,., . ` ,:- ,', �,; a" Duality Assurance Aoprovedfor Use Amsrov.dfX Use Impact Design a-# Product Model. Nu h or Nama p oduct Desrsmhon Corl Exolottim Dale In HVHZ Dutton NVHZ Resistant Pressure 1 fig7 707 727; 747, 57 777, and 847 single and Pairs of Flush, Glazed. and Louvered single and pairs of 12r312025 Yes Yes Yes NIA Doors hVIw metal doers. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 M12D21 Code MAIN or Data We data Pending ate e: Version in ..fadurer Contact Basin- &License Validated W Whittled ,submitted FED Agmaval Agornyed Status R.Axon 2020 MI WOWS and Doors Brent Sifhnger American Architectural Steven M. Urkh, PE 111,1772020 11117/2020 11/2712020 ,Approved CMegOry:.IMndgWs. :(717)365.3WO Menufsotia-Assopisubn (717)317-8454. SubCaegoryrSagle hung bsitlingerililmrrrd,com Compliance Method: CwHilatlon Mark or L)sdhg Quality Assurance Aooreved fur Use AgorgVed for Use Il nimer: Deal- Product Model. Numbu or Name product Des4rlhxlon CoArael ExeuMldnDate In HVHZ -Outside HVNZ Resistant Pressure 2 165 SH 52.72 Finfilange Frame IGISG Single Hung I0108r2023 No Yes No +601-60 Laminated Glass f� N Cn -CD L O CD_0 CU I.J� •E (n �+ c � ca 0 O 0 O 0- C O W CU U_ 0 .0 O _p CL .� � /�'� V/ CD E Z Z W J WIA "il C% 1, G C%d G w_ Q1 'C:i s clin V 0 N C in .0 C%4 V) .sue.. cm Q C14 E f31 Vt y to ag c r= r� p a LJ in er- W z v _ ICU O O �C LiL O L W U m O M- W `Z W z Z Q J a SHEET NO. PA 1,0. -6-. N C_ Florida Department of Business &Professional Regulation Pages pi a Florida Department of Business & Professional Regulation Page i nil Florida Department of Business _ N to N -"- Building 2 -i--+ Q O CU tr ^, Al V� U - '^ V! VJ O 'L C t` - W O O O LL _ .� O ^Ot w ^Q Q �- - ._ vJ 4 I Z rtat 11Z = �_ i.11l ® C j L_ C V M �_ CC a� LAB a An = i 4 N R (U NNEEMEWMEM as W y-C as lY' +'tea .r2 � {4f 1- Category; s Ct C a1J r� �. t T � GG G CO y *•© �� IW `� M` CIO O 0- Q O `�, O L� < a) v, coW O L W� �= Q Z W W Z Q ^J^ 1 SHEET NO. PA 1. 1 &Professional Regulation Page 1 of 1 Florida Department of Business &Professional Regulation Rage � orz Building Codes and Standards 1252022 Building CadJis and Standards +Js2bs1 Building Codes and Standards trslrol Building Codes and Standards. 1+5i<^ti21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code ErttiM tlr Dew � Date Pentlind Date g,�,tg ' �°&SQt1Y-4L - Dom. Date PamSria �g Twe Version Manufactu2r Contact Falalneer $License Validated av Validated Submitted F8C Approval Approved Status � �.BL ,� ,fig Data Pentlind Qg(g code Q[ $g[@ ,�[g Ogle Pentll� ,Py�Fe ` VerE;lan Manufacuror LlCerrs• Validated .�L@ V - FBC Revision 2020 derma -Tr. T Steve Jacpetaon Lyndon FSchmtdt;P,E Ryand, King P. E. 10ig7l2U21 1791151�1721 14//32021 1211572021 Approved - r version bi M Manufacturer nt ct $ualne•r $ Llerrise Validated @v Yrg_.� Y vglliialg9 gStGmilkR4 Pad Apdravel Approved status a � T .rag YaLsig.D Manufacturer Contact fnolrwar8 Licadss Yeritletad.aV Validated -a•a FBC.Appmvai liearezlia Sf Typo .Contact E npin9ar8 av . Approval Aovrovad submitted Sla[us tdta0 terbr Doors g ry EF 800843-7828 PE-340g 813 7G7�6555 (.: ) 4 ( ) - Affirmation 2020 PGTinduslrlea Jens Rosasrsk Mierni-Dane 9CC0-qER Mkml-Oetle eCCO -VAL 11r115r2020 11N5f2Q29 1111114020 Approved RaNsbn ?02G MI YJlndaxa and Doors � - BrEntSttllrlger, Ameticen Arch kectu2l Steven M. Wlcn, PE 1i)il1e12020 10rOGr2.02G 1tld972aZ0 ApprGretl ,� Reviabn 2GZp MI Winga.5 and Libas &ent5ltlingw AmadCan Arch eectural Stevan M. UnGh, PE T1/22I2020 11/Z2202b 1128r2020 Approved Subcategory., SwingingExtariaf Door Assemblies ajasper5orl�.thetmatru.co Categgory: VdndoWs. (841)g8G-0100 (786}315-2590 Category: Wntlows 1717)3a9.3300 Menuiacturers Association i717)3i7.94d4 Category:1Flntipws' t71713G3-3300 Manufacturers Association (717)317A454 Compliance Method; Evaluation Roportfroma m Subcategory: Single Hung Ir�ovrsM�pgtintlaemos,p SubCategoty HMzmn[al Seder bsPoinger�mkvd.com StlhCategary: Filed bslNnger�mira.cwn Florida Registered Architect ors Licensed Florida 9 Cbm Ilanca Metlrotl: CerH9wUoh Mans or LhOn P Using om d10 -Cart) Ma ail - Compliance Me d ibeUon ds IarAi 9 Iianca Method: Corfu Con Mods a LStin Come 9 Eng Professional Ineer - " ,. - ,,, ;.: ., •.-'.• LIrla3ae-RR-0'Products " - Loom�.. - ...- ,,.,. ,. - _ _.... : .:..,. ., :P-R2SRodudts >.. _,--aIIW Assurance -Aver rea for Us, Apprpvatlim:Usa i Quality Assurance Aporayg forlse Approved for Use. 1 ac _Itv.AssLYanee nravatlrnr use" waved for use: - Approved ,.... Strong -Tie �?2Q ��C ;+kpprr��exi Products U dot d-1 6TiSf29. , P � - . „ r Simpson �tt�ng Tfe �0�0 �$ a4n�tA�c�ued Products � F U dat8d 12t3(f.14. 0. � .. Simpson Strong TIC 0�0 ��� �•lpprar�e�J Products u dated zno u�a; p .. 7.�..... �lrxrpsc�n Strong -Tie ��� �B�G Appe�v��l Products U d 12l3. 12020.. i For drfEu`t links to a118$T approvals Ust0i16ttow CLICK HflR�. For dUECr links toall'SST dpprox�als Nstbtl: below, CLIC!€ iIER.E Fa dtrcCt links to all b'$T 3pprad9ls listed hc(rnv. CLtCPC HERE. :Filr cgre�`t links fo E113ST 1pprfhrals listed t8lova, CL3CS{ MERE. For -tl � F additional Morin aregarding FirrldasStatewide Prpcxr Approve] .System d �17adsGount A a ai an hFlatre ,. cs ae NOA. � CV,H_RE: Y Nc49 of Act;eptetr ( 9, >rLt �--.aaddtbnal storm on.- .der FI� d sStatewide pdtrpi.A rpal System .ArdanJ-badeCourf F . 1 �P . Marding an s pr pp v sys . na sold t sDA CDCKHERE. 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E �+ pp System Y P 1 Ak FL#�335-R7 FL#1D44$•R8 ;FL#10458••RS 11 WUS:HllSGseries hangets F•ape•msunthangers aval�bis_[nrn§dthsrangingfromd-518"ta3- 9116"and heights ratlgmg frarsY d-5116" tlra 11" Concealed flange HroductModeh NumbarcrName Product Description Sec # Froduct Model:'Numberrxr:Name Product Description Sea # ,�:roduct Modah Numt>erar= N Product_ylescnotlon version C is la in s at " ¢IUS ) aVa l b foC Models _ - haV g kwddt €tu m Or 1 Then Stainless Steel Cancteie sA Masonry Svtew (ITI�LLaS): "fJA diameie.r7itanstaihlerasteel prasanry drew; 1 A21 A'23, A33r Aid A85: A44 Arrgle$ 1 �T, BTB, BTH Br+ckTtes greater than tl-9t1&„ 8 2 APA4, A,PA , AP#A 1 APVA4, �PVAH r7 nts Y Outdoor Apce �"� 2 C 2 rr T 9T S �ST1 PJIS 14, GN( Ci Cv' Gtra : i ps 12 ilSse iaslhan ers i t q o s ' " C4- Face•m unt hangers available rn widths ranging from 3 7t8 to APS41, 4, API344R, APV1366, AP866R, AP688, f4FB88R, AP611)1 p APB1DiDR, APlE64'4, outdaorAecents Post" Bases 3 - �514; C&1ff, G518, gip, GS22 'Called Scraps 5J8' and height rang(n'g fifom 9-11-0° iv 7 6" N C6 (3) U N O ^, Q t_ +� Co Wei/ -0 0 L O Q- ?� �_ ZZ � CU .� -0 E O O N i L }r .% O E-.rs._cn<C Sid ht f� f� ca •= oa -c C`� s LAJ o e7 ae c.tr ® LA_ u � ra o zs o CV a7 ej X r C C2 � 3 ar Cu c� ai •� a f� c cc_ ca a � 0 w W W 0 L O U L ^�1 W U m 0 t W i� ^�11 Z W z Z Q J SHEET N0, PA 1.2- Simpson LL FL9-{tg APVSA�1R; APVBBFi• �,P'dB6BR, APVSBB, Ap11B88}�, y�PV6'IDiD, APVB'fp'%D{2 d t�i-1P18, C6FiP2p Gonad Straps 73 LG7J3.25-SD5, LGUB'83-SDS, LGU5;25-SCa� Face CIO �I S1:f91I4Su SJ7921Z5S - 'vas 9atarS5 rave 7 PLH 24 A LIi AP M fi L %'0 A L 2 fi3: G daorANaents>�l"fYY & HS24 Hurricatlo'i# 17' tVIGU3:83-SD.�, MGLrv,25-SDS:'MGU5.5p-SCp51AGU5.62-SD5,MG,U.,06SipS ar,•e-rrto hangers flan hangers available in vadtns ran In from a.i1?V" to 00 1-3d16" io 7. 1$ ITS series hangers lap flange hangers available in widths ranging from 1-r3!'16" to 3- 1S TSBR�-24 Titles Spaaer:Restraint '112" and hei>3h� ranging fiortr 2-TI8" tv 19>il4"_ Concealed Clangs 5J8"and heights ranging cc yTruss Clip greater thin 2-9 head d' dedTrussAnchor S MBHA312lg,� M8+iA312J11.25 M.HA354iF72S HA3:58/9.25 MBHA3a6111.25 Masonr o HangersFlaneBea ICU CIO Diameter Hex ICU ICU ME 8 URFP Universal Rean6t Foundation [rate- 12 Sf�15B, SJB1,89, SJB2,r�;SIB2:37, SIB2 aH, S1B21 CL I i'�f.g-.y,�r: .. f_..-.& Y 91. i :. e: :.,I'a.i .. y: Y.. 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F � f1J9.R I'.: li s�, 9 , h' A i. `-'i' �s 9'ii i :i ^Fli..iN ♦ if . _ Y. , i F t ,. 19 �'Ji Ah •t F:a4i n ,9,Y fx-- �' -' n _ ` :.�. 1 -w. w. s. �, .. t ♦ s4 � tle -� ,.r-N + T' f -, - :,i � ♦ - +,:. 1. , , 4 -;:aF 4r Ni 9w i.. r G w' , wYyepp:.t9 ♦ I Q 7 .l �,a ♦ ',' R : •, � + YA i' _ ♦ #• Y y � x 0 ^ . May 27, 2022 N N +-e U W o O 2 .c m cu U c C=3 Ca O CQ O O ca- O W CB O - cJ c J O VHF-'i•/ /'� C- � �_ tV o N a �.3 i - O M t4 R � vY d aP a aP •� G L � 3 � L cu .o U u u d s= Cl. CD W O > L CL O ^^L 0- n ' W U W O L W a z � z Q ^J^ SHEET NO. PA 1.3 a) C_ Ca (D �-.. U MMAMM,ON* MIAMt-DADE:C4�L1NTY + PRODUCT' CONTROL SECTION � 0- C � � CL O O Cast;. Creme USA.. LLC Cast -Creme �,I��LC Cast -Crete USA, LLC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) i 1xv5 2�6 Street, Room 209 � Co -0 BOARD AND CODE ADMINISTRATION DMISION Miami, Florida 33175-2474 T (7s6) 3 t5 2590 tw (786)J t 5-2599 NOTICE OF ACCEPTANCE: EVIDENCE EITBMITTET NOTICE OF ACCEPTANCE: EVIDENCE SUBI4I,ITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • — -6 -. � U (1)� Fn 0 NOTICE OACCEPTANCE T CE Of w+vw.miamidadeSov/econumv ' 1� 1. EVIDENCE SUBMITTED UNDER PREVIOUS. APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.1� 2 5. EVIDENCE SUBMITTED TINDER. PREVIOUS APPROVAL #i 14-0903.03 U CO 0 � �- N � O Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. .DRAWINGS A. DRAWINGS O0 21 =O Seffner, Florida 33584 1. DrawingNo. FD4612, titled Precast and Prestressed Lintel Details , sheet I of 1, " s ed Lin#el De at "sheet 10 L Drawing No. FD4612, titled Precast and Prestre s t is , f rz ,r 1. Drawing No. FD4b12, :titled Precast and Prestressed Lintel Details , sheet I of = . — — .i.r M r ared by Crat Par-rino, .P-E, dated March 24, 2003 and Drawing No. LT'4612, titled 1? �' � 1, prepared by Craig Parrino, P. E, dated March 24; 2003 and Drawing No: „ " r, 1, dated 03124103 and Drawing Na. LT"46:12, titled Cast -Crete 4 G & 12 ,- O CU O > SCOPE: ., ,. ,Jt„ "Cast -Crete , 6 & 12 Lintel We Load Tables", , sheets 1 through 3 of 3, prepared by rr ar r, ., p. mt LT461 Z titled Cast -Crete 4 , G 12 Lintel Sa a Laad T ab%s ,sheets 1 f . rr Lintel Sae Load fables sheets 1 through 3 0 3 last revision dated 0611.211 all f g � . — � O N i .. This NOA 1s beta issued under the -applicable hales aiu r�e sonsgoverning the use of construction materials. g� revision 1 dated.4 il28, 2 b z Craig Parrino P.E.. dated March 4 2003 Iasi rs , 003 o h C , Pr' � _ through � 0 3 prepared b C` i Parrino, P: E, doted March 24 2�03 last , a r r`a g , , P' P' , re tired si ed and sealed b [Cast P'aarrinro P.E on 0811911 �4. prepared, $%t � � cn Cl) s._ .�, - — C/) 0- O Ca The The docurnentattan submitted h bee re ie ed :e e Miami -Dade _ biri as n v va and act pt d by Miami Da e County lTt Product Control drawings signed and sealed 7r Craig Parrtno, P.:h' gn y g • • ,'� . revision dated .March 11, 2008, fall signed crud sealed by Craig.Parrino, P E., on , , , � �+— }. Q �- � � U) Q Section to be -used in Miami Davie: County and other areas where allowed by the Authority l�iav%Rg Jurisdiction. TESTS March 22, 2012. B. TESTS .— (AHJ),B. 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and B. TEST'S 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade, Coup Product Control pCounty Urftlled Models, total of (13) concrete lintel specimens, per AS7'Irl,l~-.S.Z�-94, Prepared C. CALCULATIONS (In Miami Dade County) and/or the AHJ (in areas other than Miami Bade County) reserve The right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None this product or material tested for quality assurance purposes. If this product or material fails to performin the sealed by Christopher A,Ramon, P.E. C. CALCULATIONSp 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, r e _ epared by Craig Parrino, P..E signed and sealed by Craig Parrirw, P.E, accepted manner, the manufacturer wall incur the expense of such testing and the AHJ may immediately revoke, j 1. None. , modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke P Pr � C. CALCULATIONS D. QUALITY ASSURANCE this acceptance,if it is determined '- o F rmiised by Miami Dade County Product Control Section that this product or material L Calculations : r Cast -Crete Lintels dated 05129103 2017pages, prepared b Craig fn , Pig , p P y g D. IJALTI ASSURANCE 1, � Miami -Dade e�� 1j arteMt o�e rats, grid Economic Resources (RER). y ' f ` �' ) fails to meet the requirements of the applicable building code. Parrino, l? E., signed and sealedby C'raigPrtrrino, P.E: I. By. Miami -Dade County IJepararmentvf,Permittng, Errvirrrnrrrent, -and RPgiilutory Affairs. 2' ia`adcutaiions or Cast -Crete Lintels, dated p5129103, l40 a es, re ared'lry Craig f P.g P P E. MATERIAL CERTIFICATIONS This product is approved described herein, d asbee .d d to l t p pp as i er in, ors h n des comply with the High Velocity Hurricane Par frro# P.., signed and sealed by Craig Parr no, P.E. ,E E. MATERIAL CERTIFICATIONS NS 1. None; Zone of the Florida Building Code. DESCR PTION: { Cast -Crete) 4", ti" & I2" High Strength Precast aril Prestressed Conerete L ntols D. MATERIAL CERTITI+ CATION: 1 bane F. OTHER . , „ _ � -. - fA APPROVAL IIOC?UIYIENT', Drawing No, FD4612, t7tlled Precast and Prestressed Lintel Details sfseefi l of 1, y� -C e Machine Made 7 i � em j .. / ua or Cast -Crete tee t Lintels revised n J JlY - Quality i]�'t6I.. �Y�,Yi�YF..l Vf" 4.1!.t LirLFtG 4f��[Ybe .l�4WFG .i r as ,.. � -. Iy 13' J� � F. O"I`ITE� .w .1. Letter from Cast -Crete 1:ii�rl, Inc., dated p8/I9f.2g14, signed ,and sealed by Craig _ prepared by Craig Parrino, P.E., dated March 24, 2t?Ol and Drawing No. LT4b1-�, titled "Cast -Crete , 6 & 12 }n�ry �' Cast -Crete Corporation, dated February 03 2012 signed and sealed 1. Letter from Cast Cie# Carpi o , ary 8 Parrino, certifying compliance Building de 2 4 Edition. P. mpltaritEe with the Florida Bu l rzgeo 01 E`d ton. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, 1',E., dated March 24, 2pU3, last " Quality 2; Cast -Crete all System Manual far ..Prestressed Products dated 2002.FloridaBuilding de 2010 by Craig Parrino, P. certifying compliance with the Flc da u d ng Code, revision dated June 12, 2014, all signed and seated by Craig Parrino, P.E., on January 22, 2019, all gearing the Edition. 6. EVIDENCE SUBMITTED UNDER. PREVIOUS APPROVAL # I7-092I.18 Miami -Dade County Product Control Revision stamp with .the Notice of Acceptance number and the expiration 2, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL A 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section, A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1# 13-032107 1. None. MISSILE IMPACT RATING: Large and Small Missile impact Resistant 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall. bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E, dated March 24, 2003 and Drawing No. LT4612, tided 1 _ None. B. TESTS County logo, "Cast-0rete 4 "1 61r & 12 " Lintel rabies` sheets 1 throug7�hy3y` of 3, prepared by 1, Ndi . . REN`E'WAL of this NOA shall be considered alter a renewal application has been filed and there has been no P.E, rya�f`e }Load Craig Parrino, r dated dvta�!'Ch,G4, +Gh�03, last revision da"ted.arG/t 4.{r 2001�. �p TESTS �I�.,. .k.E�iT C. CALCULATIONS change in the applicable building code negatively afect the performance of this product,. B. TESTS I Nine; 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. Nana- C. CALCULATIONS materials, use, and/or manufacture of the product or process-. Misuse of this NOA as an endorsement of any C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1.Marie: D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS. 1. Norte. the expiration date may be displayed in advertising literature_ If any portion of the NOA is displayed, then it shall 1. By Miami -Dade Cozmty Building Cade Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy oftliis entire NOA shall be provided to the user by the ,manufacturer or its distributors and E. MATERIAL CERTIFICATIONS L None. L Compliance Letter with the Florida Building Code, 2017 Edition, issued by +gist- � shall be available for inspection at the job site at the request of the Building Official. 1. Nines Crete USA, Inc., dated 08108117, signed c4r sealed by Craig Parrino, P. E This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E.-1, E-2, E-3, EA and E-5 as well as approval document mentioned above, The submitted documentation was reviewed by Relmy A. MWmr,P E,, M.S. ]my A, Makar, P.E., ayl,8, � elm A. Makar, P.E. M.S.� � eimy � Makar, P`E., M'S` � a Pro net Control motion Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor ® Mll4hiI AOECOtIhiiY NOA No. 20-0630.15 Expiration Dote: 09/I I/2023 NOA No. 20-0630.15 Expiration date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/7023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date. 08/20/2020 Approval Date: 08/20/2020 Approval Date 08/20/2020 Approval Date: 0$/Z0/2020 . N Page I - 3 N w w'� •sz Cast -Crete USA, LLC Cast -Crete USA, LLC m ray c � m u NOTICE OF ACCEPTANCE: EVIDENCE' SUBMITTED 'NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. .NEST EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None; L Node. B. TESTS B. TESTS' 1. None. L None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALM ASSURANCE 1. By Aframi-Dade County Department ofRegulatoty and Economic Resources (RER). 1. 6yv Ma nt-Dade County Department of Regulatory and Economic Resources Wfl), E, MATERIAL CERTIFICATIONS E. MATERL46LCERTIFICATIONS 1. None. L None:: � (V F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Cote, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by .Craig Parrino, P, E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # i9-0130.14 2. Compliance Letter with the Florida Building Code, �2020 Edition, issued by Cast- � co8. > A. DRAWINGS Crete USA, Inc., dated 06111120, sighed & sealed by Craig Parrino, P.E. � O 1. Drawing No. FD461 Z titled "Precast and Prestressed Lintel Details" sheet 1 of > � 1, prepared by Craig Perrin, P. E , dated March 24, 2003 and Drawing No. � LT4612, titled "Cast -Crete 4 ", 61 & 12" Lintel Safe Load fables', sheets 1 O Q through 3 of3, prepared by Craig Parrino, P.E, dated March 24, 2003, last s— _--+ revision dated June 1.2, 2014, all signed' and sealed by Craig Parrino, P, E., on U January 22, 20IR 3 B, TESTS ' 0 1. None. CL C. CALCULATIONS 1. None, 0 D. QUALITY ASSURANCE 1. By A iami-Dade County Department o, f Regulatory and Economic Resources (RER). U E. MATERIAL CERTIFICATIONS =:3 Q 1. None: F. OTHER 1. Article af'Coriversart for a name change. O LM w Caelmy A. Makar, P.E,, M.S. Relaty A. Makar, P.E., M.S. Q Q� Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration late: 09/11/2023 Expiration Date. 09/11/2023 Q Approval Bate: 08/20/2020 Approvai Date: 0840/2020 E-4 E.5 d SHEET NO. May 27, 2022 PA 1.4 __ :-: 1 1 L I E c'0_1 N NC_ TILLIT TESTING & ENGINEERING COMPANi P-W-DU r E31AIVJ4UQNA9P0AX5Q_10dl1724 2 2.2. TEST P -PORT F , -5: Large missile Impact And fatigue [Dad tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Unftrrn static loads aWIRK UffAULkTfflNAEkQUi_ND_2kA=4 3 S. NUMSIAL CHARACTERISTICSAND. SPECIFICATION, , Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product rEvalmattlan Document (P.E. D.), drawing ___ WAT,TER A. TTLLrT. M, F�1, filteCOW.Corn A. F_-, U­.X. 44 1'r ,, rAUL­V11-OM67I9 as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No.20-178. Anchor specifications shall be as Inditatedon sbeet� 1, 7 And 21 Of Testing, lryc,, Reports #'96-569 dated 08/09119-46, #96-570 dated 09118119se, I 26, of Product , Evaluation Docurrient (,P,E,D.), drawinaft. 20-1 IS, PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed, and sealed by Heqtor4M, Medina, . .1 1 � - I P.E-, Fenestration Testing Lab oratory, Inc. repoft,# 2032 dated 0411011998 and # 2126 dated 10/0611408 witnessed by Gilbert Diamond, P.E,and Report No. - I 7. LIMITATIONS AND CONDITIt !NS OF USE: REPORT NO.- 20-0728.01 0219.01 -09, dated March 4, 2009, signed and sealed by Edmundo LaWespada, P.E. and Henry Hattem, P.E. 7-1. Shall In strictly in compliancewith General Notes No. 1, 8 thrU 14, indicated DATE* July 28, 2020 Tensile lost report No. DCM-197 by QC Metallurgical, Inc,, dated March 13,2009, on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thro 16, indleat, ad' ort sheet 21 of 26 of Product Evolugition Document (P-E,D.),ArawJn9 No. M.176 PRODUCTCATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tiltew, Inc. and signed and sealed by Walter A. 7dlit, Jr., P.E. PRODUCT SUWCATEOORY,- $tarrn Panels I 2,& STR CTIURAL�F REERING CALCULAIIQNS: On 20 Gage Galvanized Steel Storm Pone[ for maximum panel length vs. design 7.2. Product may be installed Within HIGH VELOOITY.HURRIGANEZONE&as, defined on section 1620.2 of the Fbricla Building Code- PRODUIC7 r NAME. 20 GAGE GALVANIZED STEEL STORM PA14EL , wind load, as Welt as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Probaction Products I.I.C. length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. 4800 S.W 51 Steel dated 11103/06 and 03112/1 5, signed and sealed try Walter A. TOIRI Jr., P�E. Davie, Florida33314 J-PURPOE OF-WALUATION; 3. MISNLE IMPACI RE,JIBTANCE. PruductEvattiotion Report preporaO by WeltiorA. Tillit, JL,�. P.E. (Florida License This, !as Product EvEtluation Report Issued by Walter A. Tillit, Jr., P.E. (System Large Mlsalle Impact under section 1LB26 of the Florida Building Code, as per TAS 201 Protocol. No. 44167)i President of Tiltero, in 067 9 ,C. tFlorlds CA�.Oo I ). ID # 11906)to the Global Protection Products,, LLC, Rule-Chaptar No. 61 G20-3, Method I D of the Florida DepArtment of Business and Professional Reoulaition- 4.-WND LOAD RMISTANCE: %,,,AI�04#0111, �111, �§,, ,gi� 1, .114o, - , " .. w. - I . . , 1h 20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind , - - 0 "�_ ,4;:ZN..--`\N�Efi4"".1.P -�,, This product is being issued an Evaluation Reportas described herein, and has pressures. Maximum panel length shall beas indicated on Sheets 8,10,14,15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. ,­_ $ ., I I � . 1. B been verified for compliance In accordance with the 2020 Seventh Edition of the Ploridaguilding Code, and toverifythat the prodlictisforthe Purpose intended - 26-176. Maximum Anchor Spacing shall be as Indicated on shoots 8, 9. 10, I i� � - �_ I 1. * :111:13i - * , , ! ?J691�y_a__ STATE OF' at least equivalent to that required by the Code, 14,15,17,18,19,20 2S -and 26 of 26, of Product Evaluation Docoment (P.E. D-), drawing No. 20471L - -.. .�,sf / I N?,,�-. ,'4OittJIP',-_-,',41'1f � ,* * This Product Evaluation Report shall be subject to review and revision In case of I INSTALLATION, X" IV, - - - - r07 r" * 0 1�,;, 8/0N­A`C"F'ko0 "Ww"I'mill,00 a BufIdIng CDda change that may affect its limitations and conditions Installation shall be performed strictly in accordance With details indicated on WILL 2-EVIDENCE SUBMITTED ; 2,11.-PROOM EVALUATIWDW & w " sheets 3 thru 7, 10 thru 20,23, 24 and 26 of 26� of Product Evaluation Document (P.E.D.), drawling No. 20-176, Minimum separation to glass shall be as D:� TILTECD ADMON AIECORDS I P. 9. REPORET-120 A GLOBAL, PROTEiCTION PRODUC:T LL A S. C � 20 G GIE GALVANJZMb7EEL$TORMPANELkORM#20-'fF,g�REF-ORT420-MB.01 � � _UMEN1_(p_ � Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheeits 8, 14,16,26 and 2$ of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-ITS. sheets 1 thru 26 of.26 prepared by Tiltoco, Inc,,, signed and sealed by Walter A. tillit, Jr., P�E.; dated 07128/2020. This drawing Is an integral part 91AITNIS14" 1101140", 9 , Evaluation Report, .ffijki 4. r�� I N . ,-� I - 'tol0i . ,,'Vii,5k TJ441'2% -'; -, � "' L. �* . ........ /')-mo -`� ", ___ � ,.� Air,EN .,XA.. .. I I? 11 ,4'� , _�N - 0" .. . V � �Z. .$1 W :,-�� .--'\�\GEN�p-­... I% 1___N 41: �_ �__ � __ _ - ��. , .. ir - S =Zzlf , %. <_��f 167 as - "SIAT*Z __ I'll NO, 44 . s 7- � 16-7 - I -7 . :*M " , I * ' - ' 1. 19 = i�;,� 1 i., � . = - * � P-- - � I— : I I/ ` - . , I I .1 .�­c , , I " �� op, I'D I, ,-..*,"�'- I'll ­­.. I - I %�,,D� OF S_ �`1%1 I kw, - All Ii. 11 - s,.-O,�,.� ZORO ,�.*\$!, . ,­-, � - 10� Nr�, L , L " 0 , . .., 6355 NX 36th Steet Suite 305, Miami, Flanda-331166 - Mute, (30.5) 871-153 - I . �_:, SI110. R, NA- %e � 0Ays"itimimilo" Of htioit A ./ — / 11LIECOiNX.I. TILLIT TESTING & ENGINEERING COMPANY — ________._ - - __ - WALTERA. TILLIT, a, JAF_ firtc Lcm = PRODUCT EVALVA110N REEM F11"% k� t 44V,7 FI,CA. U�0N.-DOM?J 9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME, z4 GAGE GALYANPiEn STEEL STORM I PANEL MANUFACTURER: � Global Protection Produg1L_LLQ 4800 S.W. 51 Street Davie, Florida 3�*l 4 1. PURPOSE OF FWALUAI1914' . This is a Product Evaluation Report Issued bYWAft6r A. Tillit, Jr., P,E.(,qystem ID* 1900) to the Global Protection Products. Il Rule ChaptorNo. 61620-3, Method ID of the Florida Department of Bu , stness and Praftssionall Regulation. Thisproduipt is being issued an Evaluation Report as described herein, and has beenverified for compliance inaccordance with thEI2020 Seventh Edition of the Florida Building Code, -and 0 verify thal the product is for the purpose intended � at least equivalent to that required by the Code. This Produal Evaluation Report shall be subject to review and revision in case of a Budding Code change that may affect its limitafions and conditions 2. EVIDENCE SUBMITTED, XJA PROUCT EVALUATION POCUMENT (P.E. , Drawing No. 20-176, titled '24 GAGE GALVANIZED STEEL STORM PANEL", , I sheets I t'hru IS of 18 prepared by Tilteco, Inc". Signed and sealed by�, Walter A. Tillit, Jr., P.E,; dated 01/2712020, This drawing is an intes ,� V t t V4, Is Evaluation Report. �V , - �5 .­­­��; 6355NX 16th Street, Suite 30, Miami, Florida 33166 - phWe (Jo5) 871 .Ng� -15-2,1 PRODUCT ErYALL-AX1412iREPOW NO, 0472W 2 Large missile Impact load tests were performed under SSTO 12-99 standard as , per section 1609.1.2 of the Florida Building Code, Uniform Static loads as par Section 1709A.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report * 081 4:01431 dated, 0111102 Witnessed by WIllism , - q. Mohner� P.E_ Bortz Morciz, P,E, find Hpriry�Hattam, P.E�andftpott N,q� 0219-01-69, doi ' I � 1,1 ' I led FebruaryL25�2001)., Stoned anct Boated -by Edmundo LargaoSpada, R ' E.and!­Ienr�.Hattem,P.E. Large mistilai impact and Cyclic loadings Per ProtQuatsTAS 2D1 & 203'os per section 1609.1.2 Dfthe Florida Budding Code. Test Repoet prepared by American Testing Lab Of South Floeicitt, Report No. 1 123,91-10, dated Novernber-23,2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile lest reppd,No. 9CM-198 tiy,00 Metallurgical, 1=, dated March 13,'2000, 1 - signed and Sealed by Frank Grate,, P.E, As per ASTM E�-H�and Tensile Test as per QC Metallurgical Report No,A OKM-I 318,,dated DSCGMMr 1, 2010signod and sealed by Jany J,aciofano, P. E, as per ASTM E-8. 2 3. STRUM_"L_ENGINEE(§NQ CAI&IJILATIONS: On24 Gage Galvanized Stoat Storm Panel for maximum panel length vs. design wind load, as well as maximum anchorspacing vs. design wind 10-04 and panel , � . length based on tationaland comparative analysis, and in Alcoordance with 4ecticin 1604 afthe, Florida Building Code, Calculallorts Prepared by Tiltsob, Inc., dated 1211 9110 and W0111 (for this revision), signed and sealed by Walter A 71111t, Jr., P.E. - 3-MMOLE IMPACT RESISTAN-C-E,. Large missile impact undersaction 1809.1.2 of the Florida Building Gode, as per SSTD 12-99 Btandard and TAS 201 i 1 4. )MND LOAQ4 RESISTANQE, 24 Gage Galvanized Steel Storm Panel has2 been verified to. sustain wind pressures, Maximum Panel length shall 136 as indicated on Sheets 3; 9, 10, 1 1, , 11 and 17 of 18 of"Product Evaluation Document (P.E.D.), drawing No. 20-175- Maximum Anchor Spacing shall beas indicated on sheets 5,.% 10, 11, I$ thru lu and 18 of I 8. of Product Evaluation Document (P. E,D.), drawing No. 20-175. 24 G-ago Galvantlod Steel Storm Panel has been VerIficid tat code compliance to work AS a non -porous, storm shutter asestribly, as per SSTD 12-99 Stanilard, PROD1=2VALUALT N RAMT3� �A,� 'a , 5. INST&WION: Installation shall be performed strictly in accordance with cletaiis indicated on . sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document(P.E.D.), drawing No. 20-17S. Minimum separation to glass shalt he as Indicated on , sheets 3, 6,,1% 14, 16, Marii;l 18 of"18, of Pfocluot Evaluation Document (PEA), 41fewing No. 20-1754 S.-MATERIAL CHARACTEEUSTJCS AND SPECIFICATLONS1 Shall be stoatty in accordance wfth General Notes and Components Indicated On sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawing No. 20-17111 Anchor specifications shall be as, Indicated an Oeet I of I 8, of Product , Evaluation Docurnont (P,E,D.), drawing No. 2061 , 75. 7.-UM ITATIONS, AND COMMONS OF USE: 7.1 - Shall be strictly in compliance with General Notes No- 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document , P.E.D.), drawing Wo. 20-175 prepared by Tilteco. Inc. andsigned and Basted by��AltisrA. Tillit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as definedon section 1020.2 of the Florida Building Code, 7.3� Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WafterA. Tillit, Jr., P.E, (Florida License No, 441167). President of Tifteco, Inc. (Flodds CA-OOM719). -4-0 (3) (1) r_ Cn -0 — CO > CD _= " 0 5— a) (1) L_ CL CL a 0 -0 0 L_ = .&.4-1 ca C-) ­0 1W -4.- Q- C/) (35 . CD -0 0 -0 - _a a 0 = 0 icL. —C:) = = �2 a) 3: CIO = 0 1 r,- U_ " - CU .cn - T 0 Cn %_ -I-- CIO L_ CL = �-- CU -0 "o . C= 4­ C/) ca. < I , " " AJ - , - I I , I GENERAL bma COMMMENTS FOR -REGULAR A LIEE SAMY SIOM PANELS . 1/4, 2/4, 3/4. 4/4, 5^ 7/5. , � B 3) IF CASE THAT PRECAST STIONE. OR PRECAST CONCRETE PAWLS, SRICCD OR WOOD BOARDS K FOUND ON THE (SCALE 1/2-1*) AMMM Sim mom MW EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAJR STRUCTURE BEHIND SUCH PANELS- 1W/10. 2W/10, 3W/10. 4W/10, C%j �1 �SMVMN.ONIIEL. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PED.) HAS BEEN VERIFFIED MR OUNN'LANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN &2). - __15.19r mm WAS"-----___--_ 5W/10� 6W/11 & 7W/11 * 6/5 C= - � ,,,�, . ACCOROWCE WITH THE 2020 i7th EDITION) OF THE FLORIDA WILDING CODE (C) - - L A2. �____ ___iSAW (TOTAL WRITH)_-_ DESIGN WIND LOADS SHALL BE OMRMINED AS PM SECTION iA,4 OF THE ABOVE MENTIONED CODE, - i M0`NUFACTU BY 01W SAIII.M. INC . 7 i 62w- i : � i - L III 11 I, MIN. � fDR A W I I I I �� i i A �S,S. I Go I -M = ,=.r ACT -, I/% , S=jt�� WOW 114ME 1SNUTTERS WILL BE ff4STALLEC - #14-10 PANEUMATt FEMALE 10 AM PANo.NATF PLUS ANCHORS, AS MANUFACTURED Efy FLCo CONSTRUCTION PROM S I -------a 1�41--------------, , A' UK , MR WOOD SEE SECTIONS ON SHEM 10 FOR A "_10 AND 3841 NOT EXCEED THE MAXIMUM ('ff) - 114"0 LAB SC"$ PER N.D.S. i -1 -7, , L __1 --1.3?0 1 1 CIA "M _ 711 ,,, r 40, � ,A IGO ; ��x , _-4_-IiI0­, \ O.QW WK THICK . 1350`_� Z , ;r- W DESIGN PRESSUIRE RAT014S INCIGATO ON SHEETS 7 T14W 12, 14,45, 16, YAA a 20, -14 e0 � 51W WOW 814141143� AS DISTRIBUTED BY ALL POW SCREW. SOLT & SRWALTT CO. - - - I - "', I 1 7.7!5- ALVANIZED STEEL � 4,� ,� 0 0 6 C%A I vr,;�, r__�K_ ,.� GALVIRED, STEEL �.11* - __­`-__r� _f_� --T--T-1--!f -----T­----­I 0 �L 1 ,_ - " .=, ESICN WIND LOADS BY MULOPL"410, THEM BY DS W ORDER 10 � , � 7-1-7-i _71 ! 7 , � I I I (117) IN ORDER TO VERIFY THE ABOW CQ MOTION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AWC 7 0 1) MINIMUM THREADED PENETRATION IWO WOOD OF TAIPCON ANCHORS SHALL BE A ilr MO 2- FOR ELCO PANOLMATE PLUS I L 11. I � F AM A-MM; I r � o�m_ili� (�), (D. r w �� .. I i SHALL BE FIRST REDUCED TO AS D. AND PANEUVAUE FEMALE AD. . I MIN, THICK Ho,.M,,� .�- � I 1 ! 7 �� I , I'll -4 �1'bw I - SO I- a�. r- c;.) CDMTIANAE THESE W/ MAX. WILD) DESIGN PRESSURE RATINGS INDICATED ON SHMS 7 THRU 1.1, 14, 15, 16, 19 & 20. -0 "'W. 3ALVANIZED STIOUL . / 7 a-1110 04VI EDGE 1� i � , C-D L c.2) NARmium THREADED PENETRATION or LAC smw, im THE WOOD FRAAK Loin "a BE i zaxl* /�" I , 2. � �2 &_(�)- (Dl@ - 6 1 1 1 C M &.a '�") IN ORDER 70 VERIFY THAT AMSM ON THIS P LD AS TESTED WERE HOT 09M STFAMEO. A 3U INCREASE IN AU.CwAaLE 1/2- NO "LA= I - �!� 1P \ DIEVAII - Sf 7 -1 111. � I I �_T - I / 11 C:� -= = V-4 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THRAAm PEI,&;ATH3N. OR-6r- Aj _HAMMED (AS BEL" DETERMINE IN - I EDGE I I , !114 STRESS MR WIND LOADS WAS ML USED IN THEIR ANALYSIS, FASTENERS SPACING TO WC430 I D ONOV. I I C i.k. ACCORDANCE WITH N.D,& 2010. _t�MTAIL A )l � �1' I *6 S70W PAMWS ADEQUACY FUR IMPACT MO WIND RESISTANCE HAS BEEN VERIFIM IN ACC �_ WITH SECTICIA 1628 OF C-3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED '.9 THIS DRAWING ------ GIA.A. A ------------- - 48S 1 ---- -_ . � - . I I � ----------- � .. I t 4&W 1 1. � I-V M = ,� � --I . � .1, Q - " .= , F. THE ASM LA RED CODE AS PER HURRICANE ENGINEERING * TESTING INC. REPORTS 95-50, 94,-�70 & 96-T30 AIM CA) MINIMUM PENETRATION OF WOW RUSHING SHALL BE A/W. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM , W - I- __ - _. - _11- � I - . , I E � FENESTPAPIOMENTInOTM LAB INC., REPORTS 12OU & 02126 . AS PROTOCOLS TAS-201, TAS-207 AND TAS-201. SHOULD STUCCO COST, AND I- MINIMUM FOR %AU S WITH NO STUCCO- So' -------.------ _.� LL � I 6 V i, = M , __ - - AS WELL AS AMERICAN IM LAB OF SWIM FLORIDA REPORT 00219.01-C9, IS PER 1AS, 201, TAS 202 AND ­_ i. -_ ..- - I , �,, I - . - - _ - - - �R_ TAS 203 STANDARDS, C5) IN CASE THAI PRECAST STQNE� OR PRECAST 4XINCIAM PANELS, STUCCO 09 WOM BiWaS BE FOUND 00 THE IDGSDNC� T EVAIIIII-em" (A END STORM PMFJ, 11 I I lai R ,2 W t ALL ALUMINUM EXTRUSIONS To BE OOOS­T6 ALLOY MO TEMPER. (UNLESS OtHEMSE NOTED), EIa SHOr Z WALL ANCHORS SHALL BE LOW ENOUGH 10 MACH THE Mon STRUCTURE SEAHANo SUCH PANELS, 5-2.367*-- 1 1 - =. = 0 44MWE SHVIII At AS MENTIONED IN C _ I- I - - --- -- - r - - 1), C.2) & C 4) "A, _ -.-r - ­ � , , - = = 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAW 0105-1114 ALLOY. -1, 114-r- - - � "I I " .= 0 (0) ANCHORS !IKAU. SE ANSTA= FOLLOWING ALL OF TAT RECOMMENDATIONS AND SPIEWICATIONS of THE ANCHOR'S MANUFACTURER� PAMal BW ALP -, ,,>---1,_ pi$4 ___,____,___71 -L 2.187-- J- � r � I I I 1141, " = -,C 'A .125* 1/41*411, 1�4'*-20, 1 ` PANELS W/ 1/40;20.1, -:11; �t AT; 4 ALL STEEL SHEET METAL PANELS SAALI HAVE STRUCTURAL CLAIM SIM AMU A-651 GRADE 50 MWJUAAL C-60 . i - I ISO' , SM. - a - - Iilii�Tib J - - - - - - - - T - - - 9 _� 1, 1 1.26- clow %:I-: 1 ­jF jjjj`R,WoTo, � I UNBOLTED I I - GALVANIZED SIM CESIGAfATION WM- 56.5 k* (AFTER AAOLIM� 6, PANELS MAY AM BE INSTALLED HORgONTALLY FOLLOWING INSTALLATION DETAILS SHOIAN ON SECTION 3 THROUGH 10 04EEM 4 ,A/"- -, - � ! ­ .125 1 _g" - ..'�, 17 1 .. -, ' , � - � I 'I To ANOAZ ,a TV ARGUE 9 1, .11 I -_ T W "I THROUGH 6) EXCEPT I�W READERS (2) a (1) SNAU NOT BE USED, - J � �Iw It a S.& Into wirp (SU SECTORS AS / �, QJ all .0 5, ALL SCRM TO BE STAINLESS STEEL 304 OR 318 AISI SERIES OR CORROSION RESISTANT COATIED CARBON STEEL AS PER 9. It SHALL BE THE RESPONSIBILITY OF THE CONINAGTOR 'to VERFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO ISE ;,,�_, - ,a 11r OA 1 f APP "I rul ru Ir 3/32 . I..) 0) tENGTH! III SKAU_ COMPLY W/ FLORIDA BUILDING CODE _X __T0_01T_ , - I W OIN 500)8 W - __� � 1 12 Ilr O& . I (SEE SECTIONS AS APPLICARE), 3; = = 2�11�50 AcR YWILD STRENGTH MO 90 W TENSILE SIT ...- r .093" - . I - � "' 7 - 5W �,r:- - 6 .,,-, _�-,:--- ,- --- 7— M � i r", .7-T L, i I _LW (9) ____ i .� �, _I� � 1, "o I I Y-1- f, !1,17- ---,---- I 17W-_r 7-1 T I I I - - - r' :Z - _ I 1 !­ J Li--m- So 1 �12 11 * SECTION .314. ATTACHED TO INSURE P*OPEP ANOWACZ_ THIS SHUITER &*U_ ONLY SE ATTACHED TO CONCRIETE, BLOCH OR WOW FRAME ­75 "t� _ R��I_-bo, �1` - - BUILDINGS. ,OW L I . 2. 1. ---I - I I . � car I 21 am' i . . I _L_J._L_ � I I --d-li A=. !! ;,-� i . I 1 7 1� � L_ I I I - , -F, .r 8, BOLTS TO BE WM A-307 GALVANIZED ETEEI� OR AISI 304 SUMS STAINLESS STEEL� WN 30 A. MINIMUM YIELD �, " - - - . , P Ox I I . ,gig SM - L 1 0931 r ; I --- -- ­ - - ___ __ -, T J�l 1, , __ _____T_ - - - "I - - " ,J STREAGIN, AD. EACH REGULAR STOW PANEL WTH LENGTHS OVER S'-$ THROUGH 12'�-, AS PER SECTOVS t & 9 & 10 AND ALIUKUNCS BW _�>bllso i 2,1 ks* , - - i 1254 D��- ' . / , ED �', - t It & 375' 1 .19A.11 _-_I I = r= SW III 1OW ON SHEETS 6 & 12 RESPECTIVELY; SK41 RAW A LEGIBLE MO READILY MAKE MAJAXING INSTRUCTING OWNER OR i _ I ; I I ANCHORS TO WALL SHALL BE AS FOLLCWS� TENANT TO SECURE PANELS W" APPLICABLE REINFORCEMENT DURING PERIODS OF NLIRRICANF WARNING I- IIIMME�___ e " I t-. 1 125, - i 11 2 0 , . , �/ , � � U_ 47 L ===�� f � � � jm� 4.0 W M�=10a_MQV&%_%0QR= 1 �_.__._._____S. M___._.__ '-,.sw--- I I A- A I THE fINSTALIATION CONTRACTOR M TO SMAU L_-, � . _J I ,)��:.­ Y�,' � L.J � i 1 i -11/4'# TAPOON ROCHOM AS MAKAFACtURED BY I.T.W� BUILD". INC (IMH� r-5192 p..Q tic K"AAAG TO PREVENT "No/" ON:K PILL SHUTTER COMPONENT EWES WACH REMAIN IN CONTINUOUS CONTACT WITH � I - - /4' # * 7/0" MR -IN ANCHORS. AS MANUFACTURED BY DCWALT INC. (MIN. t'r-3000 ;,­.� ISOMETRIC VIEW DETAIL A / I ,000't!�_z ,OW___ �& - - i i = I -*- I �0 ., 12. WORM PANEL INSTALLATION SHVU. COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY WLDING A 20 c u S ROUNDED CORNER 0 0" Of PANEL'S It D.M.,&1@14)_ __ ____ - , - _ - --,---.--.--.- - __ - - i- � - /4 . /4' SOUO-SET ANAGHORS� AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. NO RAN RED LAT04 AMIT 1� Ali 9 44 . ;,� t T.,.., - (W. 1,4­3000 P.L) 4% . ­ � L__.,__j 3' MAX ; 14*0 rPTAP-GRAP AN040M AS MANUFACTURED at TRv-FAsr CORPORATION (f'­300 P��) ­ - - - - I- MIN.- 4 VARIES � ON. � AA) MINIMUM ELMOMEW OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 41e, 2- FOR PANELWTE FENAIE (b) CONTRACTOR TO K RESPONSIBLE FOR ME SELECTION, PURMIASE AND INSTALLATION INCLUDING UTE SAFETY OF THIS MULIM I SEE W. . . I 1W/10, 2W/10, 3W/10, 4W/10, __�,_ 6/5 : ' I - 1(14-10 PARELMATE FEMALE ED & PANMMATE PLUS ANCHORS. AS MANUFACTURED BY MW CONWRUCWN PRODUCTS (N.T.S) REVERSE STUD � t , , PROVIDED By THE ,tkIRMICTION WERE PERMIT IS APPLIED TO- END UP W/ HENONED EDGE. (i) 'h' HEA R (�) ANG (4 ANGLE WIT14 STUD @ AS= WIM — i . WN, f'_3350 P-') 13. (-) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PKPARED BY THIS ENGINEER 15 689RIC AND DOES NOT PROODE INFORMATION (�) "U* HEADER @ - @) - (�) - @, 26 P! 3. - I - , FOR A SITE SPECFIC PROJECT-. L.. WHERE tK SITE CONDITIONS DE"ATE FROM TAM -ZU, �._ '. .- 1/4, 2/4. 3/4, 4/4, 5/5, 7/5, I 0 AND PAREMAITE PLUS AND I 1/4- FOR OF TAP -GRIP ANCHAAAS. EAM ON THIS PX-0. PROVIDED K/SFIE DOES NOT DEVIATE MOM THE CONDITIONS DUAR.ED ON THIS DOCUMENT -:: _f__J 1114 & 2/14 "4 .374* Apir A74 ,a"- . - ! SW/101 6W/11 & 7w/li N . L ,7W - ; ; f_____ I ---I - Aw- 1 JIG � L �, � .1 *.v I t L " 1__a11__�_%_ 't% 1 , , ,_ ! ..... � ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 2 A.2) t4X-IM & SDUD--SET ANCHORS SHALL AS EMBEDDED VS- INTO THE POURED CONCRETE. No EMBEDMENT MO (4) THIS PRODUCT EYAWADOM DOCUMENT WILL BE CONSIDERED INVALID OF MODIFIED. I FOR WOOD SEE SECTIONS ON SHEETS 10 A, 11 _'______� BE PERMITTED. 1/4' O-ZO SCREWS USED SHALL K 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, 31S* /_1_._T40I* I STU � � r- I ; RD CIDOMS04LULM FOR WALLS wIDI No STUCCO, *0 PAY OF HEADED SCREWS OR ALI, THREADED, SCREWS, w/o MOND. I t!Ls:j - I ---f 61- � I . = , I � I , """_"C, . I 1= _', , I �- r11%_.­i_i'A I �� am (it) SITE SPOOK PRQJMM SHALL BE PREPARED BY A V�ORIQA REGISTERED ENGINEER CIA ARCHITECT WHICH WILL BECOME THE '40' -a, � � I NJ.& WITHI WING NLITS. ENGINEER Or ROX)RD (LOA) M THE PRO - - 1,0B3- .3'43- 1.671 -*fvl , , get AND Visa WALL BE REEPONSAaa P0 TW � PROM USE OF THE PZO. ENGINEER OF REOCRO. ACTING AS A OMEGATED 04MM To THE -I I � 1 - S' 1 1 L _W,.G=rT __ : EXISTING WALL OR FLOOR, ANCHORS SHALL BE LOW ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH .957' `B) F � - " k.- ,I i _�T -) & & ELEVATION - -'�I�_I I - ­� 5 TI TOP Wa CONSTRUCTION SAM AT SITE 15 THE CONTRACIOR'S #MSPONSIBILITY, T ,n* 15 FARM. .In �, L L.- r— --'J- 1, ­:­: I don ' P.E.D. ENGINEER� SHAU_ SUBMIT TO THIS LATTER THE SITC SPECIFIC OPAWN95 F . 093. REGULAR SIQRM PANELS (I #31 IN CASE THAT PRECAM STORE. PRE!CAST CONCRETE IAAPAEIS� PAVM STUCCO OR WOW SOMIDS BE FOUND ON THE OR REVIEW i 06W PANEL OVERLAP A . AN. 0I. � I I . -.14 " - �.12S- I ow L , � 'I PANW ANCHMIAI SHALL BE AS MENTIONED IN AI) MO IN A.2). (0) T141S P.F_D. SHALL KM THE DATE AND ORIGINAL SEAL AM SIGNATURE Of THE PROFESSOR& I ',��, � -, ;;-_7!T _j, �Ow (a) PIENJOST B,= WALL ASEM C ; ENGINEER OF RECORD THAT PREPARED IT 7.0 I PD (�) KEY HOLE WASHER MS** 17-1) - V�. GAP /4 /4 /4 /4 t4- SHUTTER MANUFACTURER'S LABEL 94ALL BE LOCATED ON A READILY YMEILE LOCATION AT STORM L 1/4 /4' 0 TAPOON ANCHORS AS MANUFACTURED BY 1. T W. eUALDEX, INC. PANEL SHUTTER AN ACCORDANCE Wft SECRON tVa.9_3 OF FLORIDA BUILDING. COX ONE LASEL I (�) 'E! TRACK M= (R 3X "F' TRACK (7) UK PLATED 247' - - 1/,V 0 � 7/a* CALF -AN ANCHORS� AS MANUFACTURED BY DENALI INC (MIN, e-1500 p.4) SHALL BE PLACED FOR EVERY OPENING LABELING TO COUPLT WITH SD;nON f70,92 11 THE ,.m. (" 063: A - A /`1*0 X 3Y4- SOUD--Sn ANCHORS. AS DISTRIELF[W BY ALL POINT SCREW. Mr & SPECIALTY CO. I I.) :� :Z 10114ft MM STUD ONA, CMEAW � WHOLE VXLM FLORIDA BUILDING, COOE 4ACYAMM STM - � - (". f-1300 P.�,i) j , __ r -0 N� M%1N." --A "4� F ! __ Iii+-�O PANEUWe FEUME 10 AM PANELUATE PLUS ANCHORS, AS MANAUFACTUREAD SIT E10 CONSTRUCTION W.AWAND $KAU ONLY BE USED -M � - n --I ,Ii�,, - .... N ___ -�, " V�W\ i I PRODUCTS 11,061. rv-2D71 p,ojj oo 10"NOUNI, EM-1 PERMITS IN , " is, 100% - � � ,� - THE StAXE OF I'LORMA - � �/,��001's"A � 'I. . . 1.1m � I i - - U_ I :r ,f.* e- N)Ptryd;p - , - 0 CF TAP -GRIP ANCHORS, AS MANVIACTU9PAI BY TFW-FAST CORPORATION 91 *0 3r# '0A.0 4t � - �_� "..._/ ,,"It \_/ , ; I �.. T. ...., � � 9-1) MINNU EMBEDMENT tW TAPCON ANCHORS, ELOO PANIELMATES AND OF TAP--GRP ANCHOR. 114E � re- .. � FLORIDA BUILDING CODE (High Velocity Como Zone) i I .... n ... X)X; - . . I BLOCromn SHAII UE I ip-� 11 - ' ' - .m AL=1 Mg. I& . &_:., - * , U cone Zond)l . % FLORIDA BUILDINO CODE Lftob V.10CRY NU com Zanq)l - - STORM PANEL . " I I., , - f I _"�: 1. i DWAIN I i NICKEL - 1. r Qw ,*= mmo, #At FP_ .1 U1,020 TUTCO. W. FA� - 1/4 IS A. I T � -S ' 1 ,/4. ,��_ - N­T_/ ­ I(D .. . I I .T14%41� i , - i A ,�, ". �3 _J I -3 - -t - No. 44161 *1 I MAYL GNP 8.2) CALK -IN & SCLIO�-T ANCIIOPS SHALL BE EMBEDDED 7 , : NO� 41167 - 20 CASE CALVA14ZM STM IOU L_ . -m-S, -% - * -_ * I FLORIDA BUILDWG CODE ft;h velocity L(� _'; Z le I Z i ____­T._AD , ,� W114 NUT --. 1 20 GAGE GALVANM SM STOF41 PANEL 20 GAGE GALVARM STEEL STORM PANEL INTO THE CONCRETE BLOCK _ NO . - . I - -&I WOVIC&L two STUCCO SHALL OF PuzuIrTm. t/4- 0­20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM % - ca GLOBAL PRoTtanoN PRODUCTS. Lm """ . - A A .157 (g I= HOLE . � . .. .­ CA" V, Z 1: No 44 67 DFVMW By, - - EXIST. AND I' W41VLW FOR WALLS WITH NO STUCCO, S'�$% STA OF '_ — VIU,0 &*- 51 .row QVIO -2.000 _i 10.1 CIA" - , � - , SECTION A=A: - * '*' 7- - GLOBAL PROTECTION PRODUCM I.I.C. "'.,/' - , , -, i, �,.' L Z_�_ - - �__ - _�_ wet n_ W1. KPAIIIi. AT PANEL %hkc * � GLOBAL PROTECTION PRoDucrh Lm `B14N%17*MG N.T.S_ s - ' % 11LIEC0,1111C. 'L c,,.:. "' -- -T.-. 014)"96-75NI, FXV ci")We -1 - ��, I I TIGITANA a Ar 'k. U0. . "Z 0 . 'g�R- R KW_ _W, 20-176 �__ Am S.0 51 STOW .$ 48M &K 51 5111013 " e, '. I . 40 , �/_ - &_11, - W". �,f,­ ... .... I- ­PW__ ALTDWTNixy� USE WING NUT WAXIT ONAG FL Z14 176 % ��;,*-. OR CAXAMW W� Ck-000" . OWAM 14.. . PNOW- (AMIRIK-Miakt 1A)"(11000-10117 20- , '" - AL ,W. I ALUMINUM &W WOUXAM WASHER W/ ADDITIONAL .... &I& W"­ 11 n I N, A%;iVG (.0:% ,, ='"4)W-.�, 20-176 . flaii..11 - %�= IMD ii!.-M . I - I I I I 7 .7yalo.3/32, WASHER "AINUDR; -1 X .I aiig.- I ix Ofte" k. ",;, " *-� L - . _!%�J11_,X%` M_=­. I.i I t"_ __ - =I.- , 0,00w,. I. - - . STEEL 09 ,=ft PLATED SOSEAJ� A.L %A1.,OPQ4VTAVDA3t I I - , - low 2 a 0 . "', W&VM A. I : I - I !A J I I ��__ .IRN.0"M~_A_ Flaw 1;1 -mg- - - "M I Or " . I - _____ - . _ - __ INSTALLA1112N DETAILS FOR Hr&ULAR EANE a & 6A DO 9SAW DUMS FM M&MON #4 � MW CIAME INTO EXISTING POURED CONCRETE OR CONCREIE OLD -SIRUCTURES QQKME 111= OR = INSTALLATION DETAILS FOR REGULAR PANELS(I INSIALLOON DETAILS,FOR REGULAR PANELS I & � VAUD FDR MUAR UEE SAM AND E=Z K" INTO EXISTING POURED QQNCRETE OR CONC INTO EX19ING POURED CONCREJE OR CONCRFT;- BLOCK RTr#"V,TUgE5 = ... .... S _,_=TOAPLPgEUAA1E I'DAU ID, CONCRETE ANCHORS A �W_ M on Or up -ow (SM SD*UU ON iMM I. Ou imamium cm . SCHEQUis ON SAW a a 9) I �_ ANCHORS, FOR CONCRETE SM SCHEDULE ON SHEET a,--- nem a RNXM B) I *�_ ___MUIXV CONCRETE � FOR WDOO SEE SECTIONS ON SHEET 12 -_ I CONORSTE ANCHORS % SwEts 8 THamw 0) i I I r-4`GM'.`R'K'9w 1_�.NC2W.K I OR CONCRETE BLOM 4" Ma� ior I NMJ U) _4__J (SM 5 111�4 CONCRETE ANCHOR& SHME"im." La. - AVOWED I REQUIRED pnwm VAXAP .1 WU VALLD) ­­."M GIVE SOMMUE a" 4 ii�' I i 1% I ANCIVORS ____=1�111E &�IL* I' AIM, � � CONCRETE AMONG" ft.w - CONOWIL _� �i* vi�. '."', `cr.%Z_.L)J . "a *�,,*� AM- - _____PEr � .� --I - ." " a *u. � " a) EXISTING POIAR 1\1 - . - I 1 ,V"4 1 L A ,\N3 .) \ I - 11. =11%7_vi ___ I I T I *W* i SWEET f SAW 0) I I I-" PAL I i �, I � I ! A .Y'i - . � i !,5--__--i,V (D-j I 7 .F*1� � I -- -A � �,N,11.1�111 ��Ij �\1A1&\\_11&1&1&1Q111&\1A .T,AX I 2L,woonvic 1__-W� I i � - .�-' ='C"W", I CIO. I � 1 I � i ; I (D a) - �� I � , I ­ I"., *1;4)�;;W -E: � ROOVIRM i ----I I � - � i F`E� � fIr , 7A i � � I I I I- I i i , 11- i I "&�/ I _! i J i - I rj 41�1 514aw" I I - � 1 � i I 1 1 . ; I I -I J I _11ZL�,��, Z, �- "Vha IN I 1 C i --ir 11 1 I . I � _C_ 5 I � � 11 - , . I 1 � E05ft"; � i I � 4 I `T_ I I IL f Z . � � I D EA) ; A I I -- - � 1 I 1 . t ! I %, a 1. T " I I I I y ; I ! i 1 i! I i . ! 2 Z � JEL - 1 ,� -_ . i i . I 1 1 1 1 �1 SOX 1 1 1 E)OSTULNO - I� ­1 I r., Z i � I 1 [ ; � , I U) A 11) ­ =.� . . A & yr i I I I � 1 I ! �' : I I i OF V �_ O.t 3, " I �M "404AP- ; - .- i I F_� � i I I 1 , i I 1 1 1 \ �, ii I I I : I I 1� i � MAX 1i -4-0 , � ! _0 � 11 11 . 1 i t CONCRETE ; , "I 7, l-, 1 L� . I I ;- � ! N I i 11�1=0 � - � - � I i I A �Ii ",'JA AXI.VW. i CONCRETE am " 2 � i 1 SO4bal 4 i umpulis -­!'­­4_ � I � I A �D 5 1 11 ...I I I A i . A a 1 amsw* S .----- i I i . I 21MI � 1 � 1 L I ,.�� I -,q) it 1/2' O'c 9 ,2 11r qx- I 11 I A _X,_2__ - 4!t - _J i I i I I I I I ; = ICU I � I I I -T " I 1 : I "%A- (1);W I i i "' I I � � 4+-T-'11` I i � S I-iw- I J(P"Nil . . I , � d k_,� -.. 1___ -I-.--- ��Z lklatr- - t t 1 i "", �, . I.;V101. - I 1 1 _0 t--- ­ � 7=4�_-__ -111. ­ I I 10 i 1 i all Owtv, * t , I > .0,VW i � j I (D _74=1_1 1 r ­ : I V . �A, 01 1 '14--i 1 i "I I � ­­1 _1 -.- -29. * " CASE AJPLA � 11 1 i , i � f T � H A - I§ SCALE I/Ir-1- - I I I - A- � i 11 0 1 ___I I To GLASS. I I V ", W1 I � e I,- i I e 1� , : � - I � - I _­ ­ I ="k J , -, I - A � ! AM. I i I - I I I I - - I i 75r I ; � i , "i '. , , �� � i I I 11_1­1� - - 'f,�= --il. - - -1, - 1 =14-J, _______.____.____ - --i-I a � __�-d�r I A i I I 1 I 1, � . L_ I -1 1-11 PAND. no I— " L ..... ­ L_ _'. _ J-1 - i , Z . . A W I 01*11 ANXINVIA; Or I wm*­� i '/2 - - - I IN - --- -_ 0 _____ I- -­ _ -_ , _ i _ -1 � _ � � - - t, i -- - ------- r___ ___ , - - i A , , _ � - - - - - , 1­� i i I I . .. .... - - -I- � A GALY� I =.1V MW ",� 11,00W 0� 1;�-;;� . - - is I or IV � : __ ,-- A = sm� i - _,VV% , I w \ A L, , I - 11 - I 9 1114�,m%l I , ! , . I ii 1 ! 1 !1; 1 1 i MIA, a I IAIVI , 'i ! � ; I 1 -,@ i i It § I A I._____TnW . 3`07 I I IAN%"* 10 I , , i � 0- - I . i : I . i A i 11 I ! Ca -1, i I I -_ OFMV i I I I i=. (D-*,, . I i — " I 0. ___1 ig I 5 I ! I I 1 1 ! 1 1:� o- I f i -g � A -_ W, .-* , � I c ; i 1 1 1 1 A cl i I �� I ------ I I i � , � k I , , , , I I A I A __01 41 - - CVEIKAP. � 6�otxw - - 11 I ; i � I i I � I i � I I ,_ I ; 1- -01 4, I:,:- — - I i �� I I � 14� 4 1 rvgff A ! I i __1\ " I I I i I Hki � WI.V11 , pl- -EM. i / � If I - � e I A I- -1 - I W - � I ,L/lz f i I �iili � I , i I i ! I - __�, I A r �,_ � I I � I . i I I . I 1 ,F 11- It Vr = I � � x . g I im" -, i -- I � I I < I t -AW "a I i i FAW 0`0 a - A I I i 4 1 1 1 L POURFA , ,9 tm Am ;� =PQLW .d. W. 1. I , Hille. I 12 I'm az ;, I '*"T- i 0 1 1 i � " � a i i - A c= -6--i 4 A Z --- JkJ 1 ,,P4 ,2,jr ! A --j—) 1 � -, ETE - 9:1101 - CR, - I I . �, ­1 I I - W OR J I I "WIM E. , C , :1 1/v _1r_-\-,DeAQ// � I El' 1_1_1_ I � _._____J 9L3OCN , _._­.� 1 i � - I I j 501; I � _.� I wal I � � WX OF V &T-7 � 50% , I I Mg -it" , - � I i \--/ 'Mial ft� , LIWA-114r I MI'. � 0 1 CONCRETE . ­___ I ; ii W MG. ;, I ­­­ 1.0 I- =. 1/2- __ E I iMr_1i1__=_1 I ILW � I i r M" &v..(@ OR @ __ F � 11 .1 L � I � I' mi� kt- I I 14_1\��el\'& Or t __c " L I cow IN - i I � ! ­0 MAX , I I _a - ; OF V � ANCKDRS,- FOR CONCRIETE SM SCHEDULE gVNEET 9 (1) I ,�\'�,-,��-,�,���:�'*X\�,,�,,--,\--,\m -1 I !"'.-i A "Kft��) I _____j =3 1. T� ; ____j posim P--p` I Am, -11 r I ­. r?", I f GA%&_21AN) i � I 7 ­­­1 -r-1 I'll, " ____ FOR WOOD SM SECTIONS ON S ____ -�_ orm-� I i . i : _,_a 1 L 0 - . = - I I I i � � I � ". ; � I . i I � . ' I �� :=n I � 0'a 11 , I P�� f - -0 L----,-o--- -_ _r , .., i EL ra : i : I /-1/11 - I I I �' __ =1W. I 1�1 I I C I � REGULAR STORM .�D& Q ELEMATION I-- ___ _J 1_1 r. I A. 1, . �� . � I , �a -WM)Z ;�, SHEETS a nromi 9) . .%Am a THROUGH S) SAMS a Twicix" 0) 0"-M OR -I A, � �4 'Ir Ca i � ; SCO 0 SHOMIS 9 THROUGH 9) FEMMLL 10 AND , 41- W­� ,---,I ­­­­'� -0 I � i i - 11 � I I i i I ,�ig, 01, CONA'10111 CONCRETE - An 'J It -V- -� '"M - I ­ MO- W1.= , :,_W&.�" .. I " I , � I rt : � i 1/4' ", GAP . Q;a .W, e CONCRET: ANCHORS ANCHM �� . .,�A Coomir ARcHoRs f I 1/1. .(D- wl-01=10-11�­ (SM SONEOLLE OR--- �x -AW I I 1 REQUIRED - & 0-01- er"I.M., - CONCAM = - 1\1\��,��11��\� . - I i I 11 " P= OR CF TAP-WMVP AN*M.-- 4 - I . I I i 7 , , I I - I --I ---- I � zw� WAS I ! - - - - I , 1/4. SCHE . I= sonvis ON MO; a RWSAAAW Q I O­ ; -I '14";Ot�� 2.0' WA6 MOUNTING CEILING AID & BUILD Our VQVNTIHG Silians a 6 0) I leg! %id.) B=. i I I lwx. � i :, 1 Y4'. S,& SAILT i __L_ I r__I WHOLE, VXLEVI . ' CZ 0- W MOUNTING ALTERNATE MO 4 -_ iNK OAFLNP .1 _ _Ln'QUT MQUJMK U&N INS 5 5 I_" ! 1 i 1 7 ,V ANNG NUT � .. : !!-I .0 I i I !, , �;� W!M,� W%,; ;%M,A Wft/,"A SCALE 315*1' 3/0-1, I �x ; - i . ! CREFE ANCHORS t- _Z ? =*1=rO"G­_ i "2 O.C, I L , (SM SCMV.0 ON - fl, !-HAIL IMMIX 1 CON . P .1 - _- &,=;=* U � : i ODNtfAM ANCHORS t/4. .� i z4 --,/--- , I _q)NOSWhE ANCHORS SWOEM SHEET 0) (1) r__ EX151114 - Mo - W IWWO L W, TUO i L.__ (Ssa SIOD)OW ON __0 L) 4 I , 9 CO. - EDGE DiSIDIINCE ,--Vvw * NEW 1* WIDE It IIMES . i/,e' ED. - EDGE r. � � 'S CSSE SCHEDULE ON I NOE, I , - '%A -Q -0 SAW *) � A = lt� (SEE SCHEDULE ON THICK ALUM, TUBE OR 1' � (SEE S , � - ""N) i � I ___�� I � W=� OR 3EMON A -A U) I *,- -, * : - . ____�� ON , - SiAEEis a & 9) I--- , I �_= P.T. *000 PLAtE SPAM . - 11 I __g� OLOGFE OR REQUAW SCALE 3/32n­ IM - SEPAIM1101 --(D I I / SA;gUcco/ I I I � ,,, OR To W� I �' /' ' - * NEW i' WIDE . VARIES . I/$' I I= NODURED REQUIRED L. A a I - (D MON OF I If __J__�, &M TUSE OR I' . VARAr, I I SM EQR COMBINAM-S - MPUNnNo DIV.0 ANR VIALL UNTING DIRECI MOUHM I A _114rD PLATE SPAM - . " M D, TOP & BOTTOM MOUNTNIGS CAN BE IN lqJJAUA1UM ItughUAMN I T"' 7 Ave. I NOTE Mh COMBINMR QF f L / I D TRACK I UAUAMN if I ! d i COMBINED IN ANY WAY TO SLAT ANY SECTION I 0 1, cwL '000101401, TOP & BOTTOM MOUNTINGS CAN BE CO.CRM ANCHORS , ! 1 rnv :� K , - 4A . INSTALLATION, tftp wi�t,p ljkl 11 _4'r w, )1�1 NEE SCHEDULE 0% ---I 11 ­ Q"Pp) A , `e10E?AUI_;%1 I Itik X 17 00" ANY WAY TO SUIT ANY I ­ i , CM= I SKETIS a THPIOUGH ) C.A. 1­ A I - I LLl '. _ I i I __L._ , Va OCEN,q "' , IV � I L_ -0 I t �] I ........ 14 = ; ,o ' .4 , ........... �IO _% C_ - Tki % _�\\XNN� 4 - - I EXISTING '.. ...­ I . . ! I 'Zi 1 . !r�;s - - , SA- _. - - FLORIDA BUILDING CODE fth velocity HIM Gone Zone)l ,� Z. � : , , - i� FLORIDA BUILDING CODE (Nigh vol"Ity 14U cone zone)l MML NAM kDom a W1. . 41,0'�` 1. M can# Zone)] 0, Uhl i � r . - FLORIDA BUILDING CODE (1419h Velocity � Zoo , 2 - = . Vrr . I .300 14YIEDO, W_ fl. .1 wm no=. I . - . I om � TV K , I . ' `1� 20 No, 1. INC. F.,,. =­p"/ t\ 1,; - q4757 _ —19--=__,7,1��_­ CONCRETE ROLM , nwin , I WAM ey.. 44167 - 1 DRAWN ft < REOUIREA. �_ - . _;iO 1,11*00, ft. ly GAGE GALVANIM .* I : -i 20 GAGE GALVANIZED STEEL STORM PANEL _­ __ - I -1 ? I SIM Sim PAM i 20 GAGE GALVANIZED STEEL STORM PANEL ..... , I * . , W No 44167 ', M21E MR MkisMON OF , = . ; = :7- - :*1 ohm W_ a � � E iz___� c 11% 4 .1 xill� SECTION X_X Z *' * E.O. - 074,211/114" � GLDBAL PROTECT TIE - -- GLOBAL PROTECTION GOAL TOP & BOTTOM MOUNTI C .. � ��, MORAL PROTECTION PRODUCTS, L1C. &X low) %��1'1- SIALE 3/8.1. 0 I � � � Z - _-.. , 46M �W. 51 Wpm '. ' ION PRODUCM ILC PRODUCTS, LLC. "'"I" �nmml"ON NOS CAN BE S' NTE 0 s -.3'.. f> 4 .... SH COMBINED IN ANY WAY TO SUIT ANY 1-$ Z A Z�_ - _�_ - - �_ RM tw 51 VIRMT * DETAIL FOR 2ACM REOUIRE -% W - . . MM. NVALLATION. 1". -,o-,.-. -g OR19 , ;�� CEILING 12 me MOU %. � ORA ­11 I— .,(,.. Aw ML 1031. EET 9) - cAVIE, AN, M" , 'W"e"M DAVIS, fl. n3y* i BOMM IRA= 7-0 STUCCOlwana Rmns -,,. r -. RD . PKORD ("410-7545� FAL 20-176 's, e, -� � 'I- " PHOW. (1124FRAI-1-146, FAX ("OW-lim 20-176 19i" "'Ar"I 9 C. _. � C_ $ 1 57 M_ i M-71 PHO4L 0154)"P-7M fAX 01M)MIN-NAN' 6 -, ... '-- M:,Jt "', 'M= "A %:` � 's, $ . . ...... al < �";;. $I ' - -*I M AI- "', - - ;,,' r,Nkto�­O� US *^ ' �PkSf L ,,, -.1_ . _!!� OWNING W: X - � DN"" N. #IIW # DMICIOAn IT I- , . ;5 0 .47 - - / � 4 - �fto, I.. - ,Zo _J MM19 - I . I � CC - - - - -1 - Mon A W25 I - 'VI 0 - i I i SAM 4 W J* I I - I I I I � I ANN r 1 I I I . a- . SHEET NO. SH 1 .0, I I — III I I I,, - - � - � I , I I :I i __ I - - - � _� . --- - . I/ A P) WALL AND FLOOR MOUNTING INSTALLATION FOR ,r 6 SPLIT PANELS ' w/1/` _xew A. �_ ,. � Im ,w r"�a Iw+a •t c y'rat 9m+oNr - i iNULtOTN im. ,N -12) Anry TAIKCIA W. S: 1' iMMff EPOE OF WAIL 4 ,•� . _ Y;* �.•- 11t�.R aURx r z f/+' c 6 71 APPUGBLE "in IKE al a/tOUK ZAj'}. MIN. E.D. _.. � x rum coclt`m=x Do P.Nrt SPV 1 4 . T' DErAAEL ���'t r 1 Ir I is �p�Oy Ny:4I. r -a• EfM. PAIR]. WAlal T, !T-T Yw. nYl tPRPET A f®IW /P69UI[ ILO �UWOX - aoF:T-Ta mar a Haa r+�- -»a W. FE 5lieolAE w Twl 1ARET q { I 1/4- ) a 14"r ter H.. Y.-.-+1'.---•9 4 ,/2" Ea. to IN 2* a riI>Cli,. TopA sa Y n®- - i 2 SECTION Y-Y WOeoOEVH. a MM ' UULLION SCHEDULE F ;�. Ahi. NULUON REQUIRED W. SPAN (FT.) ' TUBE AWILON ^ < 4''6" - 2'. 3` s 9/D'slgm CONCRETEANMGRS a e S) 6 IgNiENiA a R A tl ) A•-6' TO 5,-6• 2'. 4" x 1/0' .1 i 5-91 TO C-tn". 2'. d' k 7 4" * • > 6'-,D TD e'_a" 2' = 6 i ,je No. 44167 ti � e UP 'III sD6A�.t„=T2.:O P,A,t.PRE55URE Rht6N0 SECTION 1 � D s� MENU SOME 3/e-1- T OWR BORWX SOTHTHA BE YBNST �w/A 5 OPANELS ON TO' R OPEhFNHG. (ORE PANEL ® Wj NBE taP * OT10M1 BUILD -OUT MOUNTING INS+ t 1 AIM ALTERNATWE I SCALP: 1/4' - I• _ .11 ' 4w'i . . •E;•,. IT. ICI .. HOES 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O: DESIGN LOADS UP TO +55.5, -72.0 p.S.T. AND PANEL'S LENGTH UP TO 8'-8 2. FOR NEW WOOD FRAME. CONSTRUCTION! WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL BE ANY CWND k a" MOUNTING WALL t FLOOR YOUNTINo I NSTAL AoilstN - ALTERNATIVE 4111 INSTALLATIONS - ALTERNATIVE SW (SECTION AT TOP IS LIMITED TO +55.5-07.0 MO. SGV.0 1/4' - 1' A.S.D. DESIGN PRESSURE RATING) SCALE. 1/4' + Y T 4ncr 1it� 1 g ><3r INapO Mm p.,A Ra.Afa IN rvAa ALAti61 aUC 1IZal WO FfW1 FLOOR MOUNTING INSTALATION Kd:TION HALO SCALE; Ile 1' - FLORIDA BUILDING CODE (Rich Vef*city Hurricane 2 CONCRETE Aem(ol" CONCRETE ANLHGIS FOR CONCRETE AGHOft SFE SOIEVIAE ON SHEET 14; (SEE SCmOxu ION (SEE LE 0 4) sow g . FOR WOds S<REYF. SE'S :9EOTGN ON 5HF2i 15 ' 1, ZI &3W/15 1/b 7A14 3/4 4/4 $/4. a: i, 2 A iWf15 Mzs°a PQUIRD CONCAN.TE �. ;} I .-.`- ,� r1W ^ II 'T ITT^--- � IgS I �fi PA (END ifP1 aK r oir a WRIT i �,j2 o.c t oc, lJttMNIJI 4TFIE6fe W(EASE I) - �'Etft,l2lLJL 5q� W/ ft TO (]A� ,2 ,5 o 3" Wn. tC E) Ill" O.D. (3EE CET. t/THY I DST. � (ALiERAW/E lOCAMW r{ ROE}Miij,4 4 ♦ LAC TM V IESmAtE PauaEcBLOCK RFDOWALL j I 14. 2/4. 21//4, 3/4 LN 4/4 1. 2, & W/15 rwil !} A lw/15 V. ALTERNATE LOCATION -.•I ON LIFE SAFETY PANEL I- • LOCATION Of UFE (SHE NOTE TMOW) ,..• N CaM. q` j/Jj -......._..___�,... p UtAR PM4US WW OR ,..:._.-..-----=- SAFETY PANEL -+1 •-"•••:"•••- wf0 REGL{AR TRACKS {SEE NOES , e ( CONCREtE AHCFIIXffi` 'r" ! l'/" f r !. BELOW] LA., PANG �y TO BE MIMED AS f UhE SAFETY STaWN PANEL OPENING SHALL (SEE SCNEULAE M; ppypDT CONCRETE Ey)1.t.REAR 144" SHEET t4 I N� O 9PTION #1 FOR WEE E G AWATEE I�AILATITIONf F INTENDED y% CPnI R mmu ' PANEL(l) &1 TO HE M5IALLED ON RENKNED FROM INSIDE COIGIETE ORS OF STRUCrJK (� f �ANCH„) --ED ELEVATION WILLCOUNTING INSTALLATION WALL AND FLOOR MQjNl'TNG IMAUADON SCALE 3/W-I- =- sEM{iN 1 uALYl 3/5" - v w"-: SECTION 2 SCALE. 31V + T• GNP Y H4�A . 1 * i - ij4" aw , 1/ GAPPb.. N/i115.IN LIFE c4lET' zTCBM P0.#E SSSieu INSTA NAT ON - i. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) '1 NotE' M 7 55Fg B YN.tERNarE tO170OM OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANEAa^). 5E7: S FA LIFE SAFETY PANELS MAY OR MAY NOT BE IW$TALLE0 ADJACENT TO REOUtAL4 PANELS eo PANp,9: SEE Nam 1) (w/ OR W/O R€G" TRACKS.) p p Z LIFE SAFETY ST#t PANEL CONSISTS OF D:ON' GALVANIZED STEEL STORM. PAN¢ AS SECTION 8 -`8 PER COLN•ONENT , SHEET 2 OF ORAWTNO. SCALE 3/32"-1° Im STRUCTURE ITSELF TO BE ROAOVEO OR INSTALLED FROM THE INSIDE OF J. uFE SAFET'd REQIURES TOP TRACK TO BE COMPONENTHi•N: 90770M TTMICK TO a''wpOtUU,�ETJ� tHE T AS PO SHEET 2 OF IRS DRAWING. ,,."".: Ilk.LC,•- COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FTOLLOW4NG SECTIONS H & i?t2Vf, �Ew3• •',�{ 2 ON THIS AS WELL AS DETAILS A. * 2 ON SHEET 14, � ��Fy , A�1 5 FLORIDA BUILDING CODE (Ht h VelocityHurricane Zone) #. LFIL LENGTH FOR C6MPONtNt�jS 15'. _ ! " �' M. ANCHOR SPACING FOR COMPONENTANCHORAGE AT BORON 15 aNEHN ON I SCHEDULES t * 2• SHEET /#. * vi01a bL1R+O. is 20 GAGE GALVANIZED STEEL STORM PANEL ORIix W. i *. COMPONENT �iMAY BE PERMANENT OR REMOVABLE•- - r FY1�i�P� I 5, SEE DETAILS FOR 0MALLATON INTO WOOD FRAME BUILDINGS ON SHEET IS. %'^� `P�•F� l Dla ' OBAL PiiOTECTi0N1 C� p 1L t! INC. STREET sgAo�e� JT. '�3 •..• 4 A 0wC FL ]3SSH4 6. SEE SHEET } FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF Ai aE" J w IM T4 Co,SQdit-754& INC (IM)NO-SM 20-17b AA NA�'1 `. SPACERS AT TRACKS INSTALLED AAOACDR AND BE'NOND TO STUCCD/WOOD BARDS, f e tA+i .• nlilw,?<E GROW No: fh-OW6T,y ;MR RL SEajS'lp1LT10W./MIE. WAVER A TR}n Jr1P.E tlW }AIRS+ T6 # 24 MAXIMUM A.S.D. DESIGN PRESSURE RANG (12B,Af,) AND CORl?ESPONDING iLi+42S1IlI.UJdEi MEND?H "L" SCHEDULE h, Eft . <. .. M 0.5.0. 9`1 .Wf, MaY. L6NICAIH L. tL N5Y ww WEM to CaN + " 465.A -72A ?,_r DR LESS 2 w V"No 0 11MAU 5 a 7 Ra&A -72.0 }T'-:6" TO W-W Ww 2 ]J4• UNBOLTED I llft 5 A 7 a56A, -72A le-r TO 1V-2- V- 2 ifr " "I am e +43A -464 12'-4" OR LOS 3 1/2' • 5d� a1 a, Id, 10 • RQLM W/ 114b-20.1' SS. M.S. k WWANT kY OAERAP a H4NDNON OF PANEL (VAUD ONLY FOR PANELSm& Q I iSTAL1ATIONS AS PER STATIONS I T/WAI 7. ON SHEETS 4 A 51 MWA" A3D, DES" Ak t) N.aww Moto% sv4m MR EA - 3 t/r s. APP"C'e" To BECTNyS X TAN IM'�OD THEM 4q!NLIM PANEL LENGTH 1` w V.-0011 CF 7AP••OWP CAI.X_w Amalum FUME G PANONATE KW f0 CONCF)<,E C TO OdGWinF i to CONCRETE f 16 ,E.. 1G CONC�1E:: �U7[TH OCK IV 1NJA WA MIA, 6• N/A }r AIAA $" WA. I iTPP} 'N/A N/A r B'... S" e, q' r I (BOTTOM) N' */A WA NA 6' N/A 6` N/A e' NjA 2 cum 6" N/A MIA N/A. r #/A r N/A r N/A 2 +55.A•. -724 r N/A N/A REAL E' N/A Y N/A r N/A 3 * 4 (W) 71_6. OR LETS OR LESS r r WA N/A 6• w i Ti' C r 3( TTII14 E• N/A N/A NV'A 6' N/A e' WA 6' NjA 7 0" Ir 5" N/k NSA e' r e` e" 6` !" 4 A 7 0=010 N/A NjA 12 ,12' B 1/4- 12 Ij2` 6 if4` a T/•1' a 1/41 a Ile 6 ,/4, 5 CTer/surT ND SEE SNEER 10 * t i FOR AtCNp6 THE a SPACING MR khiALLAXIO S INTO WOW ERNE 6AUGMW MNMW ANCHOR SPACOM AND LWYRAI EDGE IRSMNCE ARE DOMED ON THIS SCHEDULE. "m EA I= THAN IND\'ATEO ON WHEIK E ANCHOR SPACING By K"IftTAO SPACED SHOWN am 1GIEPPLE to THE FOLMYN O F MIM ELK THIS COVATION TO SE POSSIBLE REW.iD SPACING CGINNEO USING FACROP SNIEL Man t LESS IH N WWWO I MCM tllIDOQED FOR EACH 00M TYPE AT AHMIGRS LEOENIC, Ammm TWE ^1(45r; ljt`f 1/4i 1/41 Nj}4 UPON a tirsoa rA1k-N P- Lea Set" AIMWG Do ] a a 3 I tj2 3 rY�M On1...1A thJ WI O.,.lax Nt T.4.. 1 a ash 3 tj2 4 1 T 2 APIIR na Rat woom F-ml A m la - l1 1/4` iD. a 5la-LONG aNtss mmm w/ INSTALLATION ION. DETAILS FOR REGULAR.. PANELSC 1� aE t � F °R `v`4,Cm° P PANEL LENGTHS IS, To To e`-o' a O.E. a INTO EXISTING WOOD STRUCTURES I" tvaTm UP Ta 61-W Ma. OR //14-10 x PANELW7E HEMFIC RI OR PANDJAM F'lLe e _ ._ 12 / •T%klTO HEADER FOR ALL LENGTHS IR' `�. 6 t a -a' MI.. ,..• '" s f EO EG v^' EO I - 1 I =-• i 1 WOOD wphav, AMUM I AlAum T ALTERNATIVE iW ALTERN TIME 2W � SCAILE 3/B=1' SCAIF 3/8-t' . i 1 � SEE SMIEDLAE ON SHEET e 1 S00 i «-- FOR 70 � GAIN i 4' =/aWyj $ fNf� c1CR I j'1ta`,17' TD GLASS, I 4` 1. F-n - ''+•.. 1 1 EOT ) t/7" ED t w I 1/4' 1.0. • %/e' LOHG DRAM VAHNG ,/Y III Wf r •20a2' SS; M3. 0 6 1/4' DO I 4 y I ,4�y.���,�� 4•ySySA1p' �/AK M _ �� wO PIATE MEOW® "`� i•' § r! r FOR PATEN SOMA uP 70 9'-D- me 6 t `. MIT C, 4 Odm. 1/4' O.0 FOR LM MS UP 1O W-61 MM, PAMEAKTIT, FUMa DR 1 11. ptm OR 114-f0 0 WEW NND PANaWATE PL 6 + 12 iftl' o m W TN , t L hvyW seWLWE W r DAa W 1. +/2 +HAIL 1iARER Pn+Ea:�an AI SV[ I.ERNAA I.iLE E ALTERNATNV 4w S ,//��'��� M',,. T,NF'n PENE1FAaoN AT AOtATOTH OF ERGTR4i wlxw INATE' FOR ✓" 2% PATE g . ,AIANGMII ar PLATE. SCALE3f8-," SCALE y ! 3 ALL t�IIG"It le• m 8'-r Gm.DIRECT � } S3M/HUM 0 IRS!� ,`.....,.f 1 i.EFAV BUILD 0 •�.11�1fA'.�/EISW��Y6.LJSEE4 NOTE SFR711ER NOT SHOWN FOR CLARRY SCALE TG1LE 3jn-1' Aru4nINNRHAAA NOTES 04 A. TIt,(/r'�'xa °•, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WtiH A.S.D.. DESIGN LOADS 0°' E c,„ ••, S UP 70 +55.6, -720 PSF AND PANEL'S LENGTH UP TO W-B" S"'P�•••' \G..N.+C FLORIDA BUILDING CODE (High Velocity: Nu Done Zane) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOVTRERN - '• �& �:* MG�n's'�' 20 CAGE GALVANIZED STEEL PANEL PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. _ PI1)•- STORM DRUM( eF NQg FOR CGMHINATIONI OF SECTIONS: 1 -o'• ST QF J'a„t" GLOBAL PROTECTIONODUCTS, LLC• m TOP A BOTTOM MOUNTINGS CAN BE TO & B 1N ANY WAY TO BUR ANY ,• AL ,HID•• A'NACt A 'FIB: `YMTk T *.ERaMItTAHINe C Aar NA, FM. aw NW 1y m mwuv4.. Aa nrw taw , poWR'Ha-H45p .Fn : LAW er»+sn COME. ft a3mi4 PNaei: W)ON-7545. Eat. (So4T6 "m 20-176 DRwNa Nm INSTALLAMON, I moo, ,E, �,A7AiE C4-mO6JiR A TWUP Jr.,'RE r we Tt:-,M - MITER WEEr II 1M t. S) 1? . ..1 S .•.I�G._ L i :•dALa E ALTERNATE LOCATION AT END PANEL ff:'�y+� ,f.1• �I #E 1I SEE I � INTERIOR PANEL ��......�! Aid ANCNOR Mai. ANCHOR SPACING SPADING, k AS.O. DIS PRESSURE R4 H. tlAcal OF UP -NW GLR-IN... PN6AWfE fEMVE.G iWY1NVE K"" i toMWMULt iw� CammeovRR1 OF THU PANEL t1NOn+ S• (R.1 tP .� &DL9L TO COINCDiFo Tom, LLLDCA TO CONCREE BLOCK Ta " y &UCR lli It`NCRETE SUDCIf 8` N/A N/A N A 6` N/A @' N/A $` N/A I A 2 (TOP) 55.0. -720 g• 7' 9' 9" r 9' 9` 9' 9" 9" 1 (BOTTOM) 5'-0' OR LESS 6' N/A N/A N/A r N/A 8• N/A e" N/A 1 A 2 (TOP+) F5 5.0 -7z.D 1/2' 9' 9' B` 9" 9 (80TTOM) 5 '-a' TD '-B• 7 455:0-724 8' N/A N/A WA 8" N/A S` NfA 8" Nfk 7,-8• T0..$=_8» 9` IV 9' 8". 9` S" $` 8" S" 0'A I (BOTTOM) W W M�A.SA PR691RE MO RAT. -' M I (STUD* 6/6• W, AGM TOP OF. #M* AIM, A (5M W r Am FIM W a' NGIE) SECT IONS k Off IN OF is AATHI MAXIFRIN PANEL LENGTH 9.' 00 TAPC6N To i N9.2 -015 3• -. 3• 4 T 2' 1 4 I'2' 2.(BOTTOM) r-8" OR LESS 3' 4" 4" 2 (BOTTOM) 7'-0" OR LESS +550 -72.0 2 1/2" 2 i/2- 4` 3 1/2' 2 (BOTTOM) 7'-0- OR LESS +55.0 -72.0. 2 1/2" { 2 1/2" N/A NIA 2 (00TTOW 7-6' TO W-0` +55.0 --72.0 N/A N/A 3` { 3- 2 (BOTTOM) V-W TO A MA.Y. PANEL f)INa,N MHO fA4A.} {TIE !W(vaaNaY +riruraOL + -. 4O, -T2a S-W a G/' LP991.tID SEE SHEET 16 FOR ANCHORS TYPE a SRV7NO FOR INSINUATIONS In0 WOOD PRAISE. SlAzolk MPIWLWI ANCHOR 9PACRUS AND MINIMUM EDGE DWAYCE ARE 04NCAOFA ON THIS SCICK44 FOR EA. LESS TNMN "MOM ON 901211a RFAUCE ANCHOR VACNW of W"IfRYNG SPACING SHOWN ON SMWLE of THE FOLLOWING FACTORS. NOR TAG OPERATOR T/ BE POS AL REMHaD S1,4cm OBTAINED USING FACTOR OWL NOT ICE LESS TH101 owed SPACING INDICATED FOR EACH AFLNDR TYPE AT ANCHORS Lam. JYIR YES 1/4Ta 1J4L f 1 1/A � TNa'a1 or PWBRP - s. •. PNR-N.. 0. Awma SAAWNP It a "watwrAAl P Y 6sfHb.l IDeA 6pJ 3 3 3," A- 4 HE71SE EDe Talc maen) FAa1aR - --- D0 Tm - 3 TOY' III - Sap PANEL MAXIMUM A,S.D SIGN PRMHE RATING (RT,s.Q AND CORRESPONDING MAXIMUM SPACINQSCHEDULE FOR REGULAR STORK PANELS 0) & & INSTALLATIONS INIQ EXISTING CONCRETE 8 CONCRETE Bj,O STRUCTURES (VALID ONLY FOR PAN¢5 04i @ INS TAIL AMONS AS PER SECTIONS I TIM 10. ON SHEETS 4, 5 * 6) ANCHOR To aaaAV�R X t, GEN c+T C FLORIDA BUILDING CODE (N(h VWloal HuFAcono Zone *; ND. 41tiT C ? Ar[6a ac 2D GAGE GALVANIZED STEEL STORM PANEL mom m `% 'i��Nt�"n r /► /� i GLOBAL PROTECTION PRODUCM LLC. L i. \► Y NM alalum Ulm ;cl iD�` f' . y #I k+r, 6I S,F= - .. V�1 •• xy jQ {. III. aMt p, r*. mA MAIM n mr WAIL L PPR Nt.ra! xu , Tie -ten mom mom-76., A�WCS tP64YMW-aisX 2D-17b �.� CA-00067iS .Ma AM +mr w ..SEE NO. W7u:1[R A TWL!!' JF en' + .• L I Of 29 MAXIMUM Y}18araY AiKtOR6 SfyMW/0 POA ED. w 3 T/2" ^' AS.tE DEOOA+ tAAOCN - Cf TAP-Ohp Ck%-X! PANEUI}TE iEINLE N, 'PANfiuMTE PL05 90U0 SET APPLICABLE A MVttMUN aN4E1. � TAIL+) it! WlH0RE7E TP 10 LOHELPEtE to eLOCN ro CONCRETE To TO tDlrctETE In CONCRETE FO CONCRETE To To 8t ra cONcntTE tc ANr COLWlVUSNDII OP TNENM LENO01 "L• (n.) 8` N/A N/A N/A 8" N/A 8• N/A 8• N/A NfA N/A 1 (TOP) $• 4` tHfA N/A 8` NIA NIA 1 (BOTTOM) @� N/A N/A N/A 8" N/A 6' NJA.. 8' NJA. N/A N/A 2 (TOP) 8" WA N/A NIA @` N/A 5` NJA 5" N/A N/A. N/A 2 (BOTTOM) $5.5. ^72.0 $" WA N/A N/A 8x NIA e" NJA.... S. N/A N/A N/A 3 k 4 (TOP) ?7,-5' TO B,-8" OR LESS @" 4^ kfA. N/A 6' 8' @• 8' 8' 8' NfA N/A 3 {BQTTDAH) B" N/A N/A NfA $` N/A 8' N/A fi' N/A N/A NIA 7 (TOP) 8` 4" N/A NIA @` 8` 8" $` 8' $" N/A N/A # & 7 (BOTTOM) Njp. N/A 92 1/2" @ 1J4' /2 ,f2` 8 1/4' @ 1JY` 5 1/a' 6 I/4' @ 1f4` N/A N/A 5 (Tf)Pj80TTOM) �.0. -53.3 N/A NJA f2 if2" 8 1j4` 12 1J2" 8 1f4" 0 1/A` @ ,/4" @ 1/4• 6 1/4` N/A N/A 8 (7'ORfBFYTTl�,1) `-B` 70 11'-2".. 55:0, -720 N/A N/A $ zJ+` N/A @ 1/4- N/A @ r f#" @ a fs• @ , J#° '6 T J4' N/A NA @ (TOP/BOTTOM) a`-@^ To aT�_2• N/A N/A N/A N/A N/A N/A N/A N/A 8 1/t° 0 TJ#` 8 1/#` 8 1J4° @, g, ID (TOP) _yg,0 @'•- 4 N/A N/A N/A N/A N/A N/A 8` 1/4' $(BOTTOM) � liSa @' 4" N/A N/A NJA NJX N/A N/A 6' 8` B ij#' 8 ,/4" g ty��) 12'-i' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4" 8 if4` 8 Tf4' 6 1/4' Tll {BOTTOM) SEE SFNFEI5 TO. 11 AM 12 FOR AIA7OiG TYPE * SPACM4 FOR RaOWLArx.WS OR10 W000 F1RYE &RIOala AOO6OM !DH@4IR SPACINGS ANO MP4M{OM EDCE DISTANCE ARE MOIGAIFD &+ 7,fl5 SCNmIIIJ, iDA EA ti THAN @i4E'J,7ED ON SCFEOUlE lACHWt SRIICOMs BY MAT,PLTRG 4PAONa SHOWN ON 9CHEOIILE 8Y TE FOLLOWING iAaTORS. FOR n� OPERATION TO BF POSSIBLE. REDUCED 9PkIG OBMHNE4 l�Li FA4`ITNR *(ALL MCI NGT � MESS 1HWI IWNtl11A1 S RWIATtO9 FOR FAdI ANCHOR TYPE AT ANCHORS LECEN/).. AASS, � ij4'W tfki if4�1 ,j+Ni 1 4•a tf4"e_ TwaMj CF 0V-OM' L9WIt-M TRAG•.,WT WI. ANFHIW SPAIIG Nw) = ] 3 6. f4[41R04fAHNI SiRaIM IN.Y IE.2 Mw1 ] 1!1 AfaLI1L !A AaOt[ Dl� ♦ A •D T O NI 1 I ,ffi- .1a 2 ,/Y' Y l� - LAIR - taa JG - ];� _.To INSTA LATION DETAILS FOR REGULAR PANELS(I & 0 INTO EXISTING WOOD STRUCTURES r jih10 PANEt.NATE PISS h'�yr/T4-10 PAI"WTE PLUS �� f4-10-PANDAar PLUS �l a e 1 4` D.ctle O.C. w/ 1 7/8• r $) 111ftFMEO PENEIRAnIfN 7a PLTNE1RATtON TO WODAf1EA0ER _ ``�,,, TY6(FAOEf} PENpE1RA71DN TO I EgbTING WDaO NEItOfYH ExwVNG WDDO HEALER 1'EWW 6-"_„"• 'EUSHING t4D00 HEADER • 7 7 9AWDAW STID It ' 4 0O. I a I/4' O.C. MOOD HEAOBI . 2 1 WOOD HEADER 2 3 1 RECUIgEO'-" /H W" REWIRED a 1 I ' I .._ ...GL v._. lot SgiEU1HLE IN4 i SEE 9aICLW1IE of H '" SEE S01E7X10.Fi. LW mFFOR ro CUSS. TD GLASS 1 _... . _ 5--- A,aa. PiMkt- LENGTH .-._- ___ '�.- NOw Pf/4ELE.ENOIH 7'.. ANw. RANit LENG1fi ,MY-2CKT SS. (SEE NOTX 1) tiav-101n• SS._. (SEE NOTE 1) It+v-.Ran• 3,5. t (SEE NOTE 1) 4S M/ 7/aY I MS. W/ T/W'a • y iEx W/ Y/I'P • A Mr, pEu a 1 EYERr ot1aM �� a ErE'Ar a.EPoM ' i t SOIS p ( y OF r YAtt 1 ; MAR 1 N I`' i rti4y-2MT - a•..a s2• s:s ws. s 3 � _ I �.- i "� • ,,� .'1TmG N1R SitSOSrt I - 7x�Nurlai " _ i a IVORY S" 0 12 t 0t r _' • ff 6 1/4` OL I � - • , 12 1 0.G _.i.-___ I I 4Y LNG SCREWS '� , S PI ' `� I � n• D.+p wfT 1/2• yy.:xr wand i 2'44` woon,;a,`+ 1 �2:#" WDOG, Pt,/,$);. ,�,� `, 1 1 Mlw. TFIRFAAED RFA7OINEp p t V ° IA-10 PANEI.NNTE PLUS RROUIRED 1. `., �.� REWIRE+ { @ WOWID OF AT I rr+Errwmu» a T V49 LAG SCREWS W* ARa WIOTN OF PLATE I I , 8B�^'O,C1,1ST H/ ° l - 1 IFIF�AAQES ACERCATGN At M OW@7'H OF PLATE SfYLLE Sfaw1' SCALE 3/e-t• SCALE 3/6-1` NOTES 1. INSTALLATIONS FOR ALTERNATIVES 8W. OW A IOW ONLY VAUD FOR TIIITLINif BUILDINGS LENGTH 65.0.UP 1�N� DS UP TO +43.8, -A80 P-0, ANDPANa�`' t,�CL�p` Ttjt"j JA�yy 2 FOR NEW WOOD FRAME. CONSTRUCIION: WOOD MEMBER& M BE SOUTHERN .�Q,:• UGEHS�C '••.� y FLORIDA BUILDING le PINE NO. 2 w/ SPECIFIC DENSITY OF. 0.55 OR EoVAI, _ R OA B ILDi CODE (High Ve ei Hur one zone Nth FOR �r1 F c¢CT10Nsa i NO 4'i z*z ° P 20 Gl� GALVANIZED STEEL STORM PANEL TOP A BOTTOM MOUNTINGS CAN BE "_ - s ET/3ajtazE COMBINED IN ANY WAY TO SUIT ANY - A%, S ^�•�, y '-^"S E c PROTECTION PRODUL"T$I U.C. pn/. INSTALLATION. ' 9 D ^' ` 4E00&W. 51 SOW' ' D AT Ri ' .- '•"' •".•3 * EN iE tNC piMPANE ONE. ft 333,4 �!A lr• •,•• � 4x 4n•,. ApIU MNAM p9aFRA391M PI1WEt o64Yafia�-75N6. FAtI (oa4YEaa-6fN7 20-/76 AAA N N,/ AN Nw�E SEAL/ANRi/017E .H..+ PeR m-,G-0046Ni•19 ate- N 4M iewnw mt Na. Ne: A. HER A Jf. FEE • x - SHM 1E OF 0 ["-1 -1 wAIfft]il<_%ifs1l�-l9 fTWO]aIII� Iwl IN we] to 1 • ; " � ► 1 \ \ L @ • 1 .a Iu SbAvos t REOU�A� � 1`I rRP.`t POET>ATaH AIR j 1 Ham• s I I/41:II.rSJ$' LaNI SNs auEUO6: wj. ` 'j` � "s'' °• °` °" ALTERNATIVE WIjQQ fj'� CONDITIONS & ANCHOR LOCATIONS ,r4v-� PA+�.W„E FwWEFF((��G AIR T47'�ETRe1tW Or9�E11iTpLCj � STstls' i/s• - I - MOW NOTE . 3HRHnER i1V6NS NOT OGWYu FDR taAmY WALL MOUNTING. INF!-ANION ,a�'�PA'LT��r ALTERNA�iVE 1W Qi�; ,. 0WALKID ONS AW ONLY VALID FDR SUIDMWS WON A.&D. DESIGN LOAM UP TO +W-% -72A 4Rt AND PANEL'5 L04TH IR 70 S'�'. R FOR NEW 1YCGa FRAME CONSIRUCION, 7M0D MENtitS TO BE SOUn$RN PWE kP. A Wf TAECKG DENS" OF 0.65 OR EWAL... -4--I N N � O U CL IL O O 1- Cu -0 CL C: o o CU _ _ O CU .w -0 E O 0 .� VJ Q a z Z W J C%4 03 0 •O -o m C2 W y g ® U d CI ccCLJ� -amp EC © T -Cl N trl na Cr4 N Q 61 E u C cu a3 .m u w rn .sa c � u Ey L.1 L C L. a) _a U) O CIO O L_ EL U � W w = Q Z Z Q _I SHEET NO. SH 1.1 ANCHORS (SEE SECTIONS ON SHEETS 17, 13, 19 at 2D) ----- MAX. 307, 4A/171 Wis. 36/i7 4%17, be/IA 3- MIN: 10-1 SAW/ta 7Aw/Is a A w/20 i RAN/tA 7awpa t ODrj20 r y , --_.._ Pam _ F-- _'�-Y � -[ I 1 , .-}---c&AMW141 i dgRaN WMAM17J17U/19.- '-_-c Na a ESP a RANIre.° .MAN :%/a/n a "W/20 EXTERIOR abw/tA "Wis e18111101/2N -.------- -ANCHORS (SEE. SECTIONS ON SHEETS 17, 18, 19 tX 70)------.__. OPTION #2 FOR UEE _SAE i TOgm ?ANEL3LE EVATION SCALE 3/16'e.N' I J4' NAx. ar SECTION A -A SCALE sfto-.I- MAXIMUM A,S.D. MYJX. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.s.f.) L (ft.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72,0 8'-8' 2 3/4- UNBOLTED 1. S .- .. _ S ..x.. ! S 1 s O x � • : � _ ! _ a i. a, A . twnOR COk EtE SLOCX REQUIRED .. I 1 Ems' iSt"i 0t EXtstIH4..1 CLASS L .,._ ..�, _�, Dlwss 1i I g I 3 p,rw,*f I .� E 0 A 1 3 E.tLr WINO NUT , 'j"" 7 * 3/sx^ w'W+O I/x' Ox, ( - N WASHER (aEYOND) /4 rAPIx,N ANddo}ks ' (STAB w/ STUD) "_.-RED CONCRETE ORCONCRETE BLDCX REQUIRED WALL MOUNTING iNj 1 ON l� um Sl+� SfAL.E 3/8•.1' SEE GREET to 4: 20 FOR ANCA101TYPE A,ANDIM TYFt Sf4'r 1,VCalP FLoh 544TNIATNANs NRD tEW aoD Yc Noon 9PMN6 a:d 3 FRAME /0" AMOM, SWFM AND IW AR N LOSE DSTANCE AAE RWICAIE.D ON TINS AA4rxamxrO w•xFlnxh (aw) 3 BCHMULE AYW F.O. NEas IVA 61M[ATED ON i'£LMYI' SPAC t SHU 9PN SO BY aPACNNC SHOWN ON ^SJITAAJ: THE AANwl 9aw,+M eN^x Rwi 3 IpWW,EA (IHZ NKTa11. , BY M THE PO TO BE F001, 6. FOR TNe: FOL aN TO BE F, P 1J4' 26 ._ .rv._. _D PJlr - SAAC usm at LEFG D@91 w m FACTOR SHALLarx NOT I lac 114NF YONAr SPAC4+G RRiCm FOR ETQI AVNWaR TYPE DN 7>4s SCNFDIAE 3 � aA � � 7 j4`#-xtatj/4"S,S. NS, Wj `"Y/9'4x5/ax• w1NG NUT WA! • Tx 1/2' O.C. 14' TAPCDN ANCHORS 4 Ve D.C• �ro tnR to 1'S.s, M.S. w/ WING NUT WASHER IMMATION DETAILS FOR OPTION 92 FOB LIFE SAFETY S-TOBM PANEL SK$TEM -�„-, 1 4' TAPOON ANCHORS - 1 j4- Ti,PCON ANCHORS 1,4 9' D.C. 1.....--_,# POURED L`ONCf EYE � bNCREIE rAOGk, POURED CONCRETE BLOC'Kj REWIRED REQUIRED I '. 11/4' 1 y , i/4. �. i I wl^ro spVAARtPe m- , - 1 �- i €NStIHS..{ EXISRttSv.,7 N I f i 1 E.D+ F I r ; I � I :A-To'r PANELWTE P4U5 w/ ""'-•7Ja'1+ 3/32• Hti9' 'f 14-l" PANa"It i'A.uS W/ """"' . WIND wA11. 06 1/4" O.C, ja'I x 3132' WPtG fdUt"'AASHER (BEYOND) CONCRETE OR CONCRETE BLOCK _RED CONCRETE OR CONCRETE BLOCK REOk AM WAU TION REptRRED WALL WttUI UAI N & &=JAR PANEL SCALE 3/a*-I' oN se a LIE R/y1a69 SCALE 311r 1. a,P �4BANT1p�/ WOW ,/ y-i" SWAM 3'1�C�N'^C' e N0.44187FRAME S: + LDTtIDA BUILDING CODE NI h Y6taG Hu cane IorLe ' *` tFR0R0 iLT4CA WG IRIS r 20 GAGE GALVANIZED STEEL STORM PANEL et yA9 .• c rFg tORI ••••,-• _ _ GLOBAL PROTECTION PRODUCTS, LLC. 01/$na® SPACING AiAA 3NAL IL EGC INC. AM Wit W Sl1W - MiA :1bm NteNltugl rt. 3uN 20-1 76 Afi. Ar. r alw ro�'�p".n'aur Nwhr o ban at-1wA. rr:. PPA n+-unr PH61I. BRAS/ 3�-1: MNn (A641WB-d7AT H5E ..}wt wuLTER AYE.tTsvtRW.„ 441 7 xw rWPr. w.. rnnr:. eNMwea SCE MEET K ! Zd FOR ANiH$K6 TYPE A �� MC 1/4'. tj44 sPAD6RD FOR it6dLLMtW14 IAIa Y:wa, A/IZNDII IPMMa qyt 3 3 IWFWIAM.kiOHaR' aPADiNfdi AMi MOWN EDGE DWTMNCZ ME RIt�40M}' ON It4R 'mlAwaArtA D4R^e.Ax Ox:N 3 3 3 3,/, SpItWtA,E BPDaACE AIHWIOit $PAWta BY DN MM,T49.Y00 SPACRNG wHawY1 fllt Bt3A'DIAE V-A AAN OewW eloe4 P,J ADAK 1-0x )IWZ 1714aP01R BY THE Pa[IDwgNa FACTORS. Pox SIDS DPFMAtg11 ID % w,ss� uDLKEt1 ' t �3 2 , - -- - _ iOTAB#D NBNO FACTOR SHALL rtbl � LF3S T1AVF MIIRIIAL BPACNG WDIFATFD FOR BtW+ ANCIRDr TYPE DH FHNs 54MDUIE =� ,te iLxS 1 +r N � v Ca o N U CL c 0 c . � cu U O0 /�•� ♦V C) 'L B�CD/� VJ C c O O M 1 , O .c L_ Q n • �/u v �. SYSTEM M"MIL NOTESr V Iiy F :NAND RM PANEL :RVCTFY ISO EXISTING WOOD STRUCTURES I� X131INQ WOOD_ STRUCTURES 1. CC HANG STORM PANEL SHOWN ON THIS PR00UCF FLORIDAEVALUATION BU DOCUMENT (PLED.) t445 SEEN VERIFIED FOR COMPLIANCE IN &t) MINIMUM HALL BE 1 1/ TAPCON M1Cii9R5 AND R.IWELAtATE fElly,E 10 dl PAfN:I,MA7E PLUS INTO CONCRETE *` 1 > r ACCORDANCE W71H ONE 2020 (71M1 EDITION) OF THE ORIDA 8LR11NNG CODE. 1R..00N 51W1 , ,ft". i f.__-r' 1 �V .._.. { .. - '" r �• �`' I DESIGN WIND LOAM SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MEMiONEd CODE, 8,2) MINIMUM EMBEDMENT OF 1/4'0 X 7/$` CAUT-NN ANCHORS SHALL to 15 7/B' INTO CONCRETE, NFaR£A FOR A YWINT SHEET) AS RE'WIREb aY THE BLSQiGHON WHERE THESE SHUTTEtTS WRL J� INSTAi{,EO ANO NO EMBEDMENT I= ANY FINISH MATERW, SHALL BE PERMITTED, D r' >;..-` •,.,., 'AEIOUOTID !. a„{.-^ "A"c' ^?e. •-. FOR hT)TRiCI'kfNAUP/ FAGTgR Mdr09S. USING,7°-1B AND S:HA9.L NOT EXOEEO THE .MAXIMUM A.S.D,) �,,.•,�, ouREO , r ram, •,, ,� "'kEGBrIRER... r,.-.•' .,�„, uRffD .r .».. .•*- ( 1/4. 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG e4OW(SHOULB ANY FINISH MATERIAL ES0" TO ,. "- `.. , DESIGN PRESSURE PV4t1NGS INDICATED ON SHEETS 25 A 26. �+--. 4 t TAPCOR O 4- D.C, t 4'r TAPCOI O 6" aC: } 1/4`0 TAPCON 0 6° O.C. 1' 4'0 TMCOTi O b' 4.0.. ENGAGE 3/4x INTO ANCHORS, p " _,..1 4'r TAPCWt O B" O.C. 1-♦i TAPCpN O e^ O.C. ` "'--"--W t } IN ORDER TO VERIFY THE A CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ,50E 7-16 '. . # •E ✓, - , 1 "MIN,: T+1tEWED ✓ V, t ,' / i A 1 1 T 2' MIN. THREADED - 9 7.. MIN. iHR61DED Go _/.�2 / t �� t 1/2" WN. THtaAb01 " . W/t t/x" TIN. ,'IOMAREp 'x y I 1 1/x' ION: tHRLU U .' /" I P TTON AT WOOD t 11WN AT wODR SHALL BE FIRST REDUCED TO A.S.D. DES" WIND LOADS BY MULTIPLYING THEM BY 0.9 IN ORDER TO 8.3) b1 CASE THAT PRECAST STONE, OR PREG:ST CONCRETE PAWS BE FOUND ON THE DMING WALL,.. r r.' J; AT WOW • ' noN AT wow )�O •� A H 4- p HEWER S. !'� '� I HF AT wam -' 1 } _HEADER AT wooD X t r ` f HEADER p fXh' t TO COMPARE THESE W/ LOX. (&$,0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 28 Or 2a. ANCHORS L BE LONG ENOUGH TO REACH THE MAUN STRUMRE BEHIND SEEN PANELS. ANCHORAGE t W ;i ,� ! `' / \ `•.. 'V (` i- - f '�PA SMAU BE As MENTIONED IN 8J) AND IN S.2), o E j ) / f A ORM TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,E.O. AS TESTED WERE NO OVER STRESSED, A 33% INCREASE >-. � {Y1 rJ2' . - I. t/2` 1/4• r P 3 1/2" t ,• ' ;.1'.� i. Tom. 1/4' J, t .,.± ' ,!2' f .. W ALLOWABLE STRESS FGR WIND LOADS WAS =L USED IN THEIR A#&5L.YSIS. FASTENERS SPACING TO WOW HAS BEEN l t ). i :� :..k ._._ DETERMINED IN ACCORDANCE WITH N•D.S. 24t5.. (C) ANCHORS SHALL BE M�LYIALLEO FOLLOWING ALL OF THE ANDEGNFTCATTONS OF THE ANCHOR'S + V d j ..,, .. r �._ CHO M i" e %x• i ,3>... i. I -...T ,,.. { 1 I p;+l ', ,T.'" " 3 /.:, a...,__.,_.. X E," ' E WvpR TREADER f 4t z' �. ' ��f , 2' ; t ! WVNUFAGIURER: c ao e� n, i y J , ,. ! ODOR HEADDT ✓.:. i . iP- '� I s STURAN PANEL"5 WEQUACf FOR IMPACT ANO FA7N;.UE RESISTANCE !ice BEN VERIFIED It ACCORDANCE wTM SECTION 1826 OF O� MN. - f $ f +�P, • M®. I # MfN, { , REou NER REnInRFa I/�n -a as i J , i { THE ABOVE MENTIONED CODE AS PER FENESTRATION T'FSTNYG LABORATORY; INC, REPORT 12032, AS PROTOMS TAS-201, lt.. tt ST+M:L BE flfE RESPONSIBILTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS. OF THE STRUCTURE WHERE, SHUTTER TAS-202 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SR L ONLY BEATTACHED TO CONcRm OLD" y WB WOW FRAME BUILDINGS. cc cma., Z THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENNG ACCESSING THE OP€NTRO FROM THE /y I , j _ /� " I INSIDE W 0 THE USE 4F A LADDER OR LIT. THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR I5 TD SEA,/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTRNOUS cv '•" i I I -i.3+ _ j 'lY i 'lY OF THE T o €XS1Iim Ron, svAAAt u i I ° l E'.kLSRNG •• J 3 I: Iw„ 1 FROM TINE IRSIDE STRUCTURE, CONTACT WITH 0 PREVENT WINO/RAIN' INTRUSM. CAULK AND SEAL. SHUTTER TRACKS ALL AROUND FULL i I 1" MGM. ,BASS' ra O,ttl I ' _ ' AND DOUBE STILE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE LENGTH.. _-fOEt.A.E , _, _ t f ,o i S i 3. SERIES 9R XtSTALiXTiON !S APPLICABLE 7L7 SINGLE 41ctNG - a , PAM L047M m wm 10) ; P r LENGTH 'j A iw ; I R^ EXISTING i f PERFORMED FROM THE INSKOr OF STRULTURE. t3 E ,.PANEL I4STN.lATON SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING TVA ANY BUILDINO AND ZONING .� i (SEE K&OTE I EEL* : a 'L• Max, ' I PANEL fENG111 tM, 4PAAMTION i ' PANEL LENGTH W„ 3tpxRAlalA O.AuS 1 + ULa;TXONS PRDV10E0' BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 45.+ ,� 4. SERIES 2DOO INSTALLATION 1S APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTA l SLRaR5 STYLE WINDOWS WHEN E1a15'TDM �7e aASc t - - -. --� {SEE MUTE BELnWl E70S1W0 ID GAtls I '� SEE, 1`-Mox, i ! F•,, .- G1Asssoaml {_ :)"y= GLASS. so0y { �_�` -: _ .-.,,,1 ( NOTE , BfiOW) I PANEL LENGTH �`. nk - PIWEL 6ENGDi INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE, 14, ATRIUM WINDOWS AND DOORS, INC. E - Z HAND VON PANEI SYSTEM- IS PATENT PEMWBO. may, yNO.. Wr 31eE7. to I/4'+-2a._4:' _ I oN aet: +sl I f/F'4-2oxr• _ ; as 1 ,n 15EE NOTE I , w .tT ( $ _ - , EOTL4TIiG �'OW) t/4"a-28tt' 1 (SEE NOTE ,BELOW) 5 3 SA M.S. w I _____.T ; 7 �' 11 [ ) () i % ;�.'- I S.s. Ms. w - _ I ', i - RL1NYUNUM EXmUSr0N5 TO BE 6463-T4 tItL.Or AND TEMPER.. iNNLess OTHERWISE NOTED) 15. a €HIS PRODUCT BYA).UA71pN DOCUMENT P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE N i 7/6'4 x 32'� L I� + /gb a 3J3x` -�.,,, I }f 1 ! •e _ i INFORMATION FOR A SITE SPECIFIC PROJECT-. yLe. WHERE THE SHE CONDITIONS T RITE FROM THE-P;E.D. •} 11 wtND-,�, -_ ;•. - ;. 1�,.. { WIND %� B. ALL AL.IpAWM SHEET METAa. USED A't CLOSURE-;sSHA4b HAVE 31T75•+Hls gLLDY. C s^3 THIS PROM TTRESPDNSTIS FOR THE sE'iA'.D1TDNx PUROESSE AND VATt FROM HE CO NG LN'E SAFETY OF a . ry ,�. _Jm� 14 7. ALL STEEL. SHEET METAL PANELS S HAVE + I -.-{ ..- •--a - r I,, . W/I ',,TjF' ✓" ..f-R`,".jj ; I ,y ! ( R R HA STRUCTURAL OVAIitY 5'FF,EL• AS1M x- 53 TIRADE 50 MEP., GALVANIZED STEEL -THIS PRODUCT -CON ON THIS f'•AFE PROVIDER HE/5HE r HOT pEVRES: FROM THE CONDITIONS OETAtLED ON A Ie Z. N/t 1/�2' tN'',� I i I I 1 UESIGNATg3X`N Wffye 9B.$ Nr{ (AFTER ftOLLEO), 'TN15 DOCUMENT- OQAI�-'iRUCDON SAFETY At SiIE 6 THE CCHitRA0F0TF$ RESPONSIBILITY. e _1 ERN. THREADED iMIDWO ATiF AT B. ALL SCREWS TO BE STAINLESS STEEL JRI DR 316 AN SERIES ON CORROSION RESISTANT C.MTED T;At�1F1. STEEL AS PER DIN (t) THIS PRODUCT EYPLiIATitN4 DOCUMENT WILL BE CONSIDERED NIVALID IF MODIFIED. � o 6F P1ATE1 �• , •, - - 50018 W/ 5D 1qi YIELD STRENGTH AND 90 kM TENSILE STRENGTH At SMALL COMPLY w/ FUUMDA BUILDING LODE SECTION 24113-3.4. a C3 { SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WEIC'H WILL d) SITE 6- `: I i i I 9. BOLTS TO BE ASIA A-307 GALi%IBZEO STEEL, OR AM 304 SERIES STAINLESS STILE., WITH 39 k3i MINIMUM YIELD STRENGTH. BECOME THE 04MMR .OF RECORD (E.O,RJ' FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ! + $ : I ,e t I $ USE It THE HIS L TTER THE Of RECORD. I ACTING AS A OR REVIEW ED ENGINEER r0 ONE P.EO. ENGINEER, 'SH1A1.1 +►. p ,{,y1 _" . ., , „� -, ., f � l � i4. ANCHORS iO WALL SHALL. AS FOLLOWSi SUBM TO THIS LOITER THE SITE SPECIFIC DRAWINGS FOR Ntft1EW. tsM y y i�, ,F• E L__._J ,•+ ' ., EO. _ .. -.'"' C ( CORD THAT P(8P TE ANR DRIOINI16 SEAL ANO STDNATIRRE OF 1NE PROFESSIONAL L'NONEER QF" /.10.:, ... .ti .�-.w. t � P '• --._,j s:. �-._.� �'i ". r � `" � ..,. _.1, I � � L- � _' • B � T f4°tl TAPCON ANCHORS AS MANUFACTURED BY I7.W, BIILDEX, INC. (MIN. Yca3192 qai:) RE AiIED R- i COLT, _ I/4'ahis3/a'SS. Ms. W/ '�..114v-zOr3 DLLs. M3. W "�.. It r 1 1 El Y (- ije e X 7/e CAL1f-tN ANCHORS, A5 MANUFACTURED BY DIVOLT ING. (MIN, V-3DOO V -L) j - `. I. % 1 le i t' -. '� i •-- -... 7/6vx7f32` 11MO NUi �1 u 7{8'srLi/32 wftao MUT / , 1 - F14_10 RANELMATE FF4ALE ND # PANEkMATE P[JK NICHOR4-'. AS MWUFACTUREi7 EY DI, COUSTRUCRON PRODUCTS. tB. STORM PANEL WIN SCTION 1 9-9-3 SHALL RI LOCATEDUILDI ON A READILY VISIBLE LOCATXNI LA ED FO PANEL 1N Bsx 3/$ IniIR NUf •,t a NjaY x 3i32 Ae[iG , , , , ;I f x WASHER ( BEYOND '�' RIB BE FLI,CED FOR EVEftY O'+QnNG. I ,. wASTWR Nf 12 1/2' O,C. .> �` { GE COM SECTION 17099.3 OF FLpR.OF HE FI. R COOS LABEL 5,C41..wLt9KR • ,2 tj2' O.C. c • -4 , NUP WASaR (�I'Dam) ♦ .. { l ! � ._-_.___W.__._! -_ v,w) s.ASEuaG ro T:OMPLY wlTi �cnRN ,7D9:H,2 aF TrIE FLIRTS, BNsaNG coDE-I i , ( I .-(Cr a350 Nwsa, 1 I f1T ; ! �fr • 4 { ' ` 1 4'0 TAPa9N f 6" DA t t MR!'. 11Nt6A0EA I I; + - -�* 4 e :. •. AI MINIMUM EMBEDMENT OF TAPCON - INTO C- 7 7/8 0 x 3/32' MINI NUT ) M ANCHORS N POURED} CONCRETE SHALL BE 1 3/4' AN0 2" FOR PANELMATE jSi w sTSIm):C , j (p I' , {STA60E0 W% STIED) ": 1 ; 'p ',f. - P TroN AT uImMXSTH �' ,. ' 2's4` W000_P i 1 'y„„/a P x 3" WING wl+c NUT I: I yg )", 1 ` 1 I w.r 1/a•.IMN• TWB:IDED '.;: { .,� y •I .Q Df ! S$•• ' MOIRRED. .SA k j WASMeR O a Ile O.C. pU °' I..r s ! WASHER 0 BEYONO) £ENABLE 10 a A"NYELMATTE PLUS. MOMUTH ,,..wt...{as y P TmN AS A6DWOM << i { 1 F ` • W'GOn PUTS 1,_y.arT _ j - EE N ANCHORS i5 INTO ON OF POITIt OF PLATE RED L& PLATE :-tO PAt#tMATE PL ' I"' 1 � t `^ I I A2) MINIMUM EMBEDMENT OF Ilelt X 7 8 CALX-.I R SHALL BE 7/8` O CONCRETE, NO EMBEDMENT INTO N/14-,0 PANE7.MATE P 1 / 4 PLATE I ' wDao PLATS: Trx"' i °-r----1---� ( ANY FINISH MATE734A1. SMALL BE PERMBiTFD_ -- NO b 1/4' aD. w, 1 0 6 i 4 O.C. W 1 7/A t l ^•"""`O1 Mel. THREADED TI IN MIN, THREADED TRAIN I 1/4' 0-20 SS SIDEWALK BOLTS USED SkAtL BE LONG ENDUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' i. MOUNTING INSTA TION AT MIDWOTi OF PLATE ? { AT MIONUTH OF PLATE (1 INTO ANCHORS. /NHu11FFA EP A tl(4r ALTERNATIVE SAW SORE 3/8".1 "- 1 LIFE SAFETY PANEL A3) 1N CASE THAT PRECAST ST'OME. PRECAST CONCRETE PAW4S, OR PAVERS BE FOUND ON THE DOSING WALL OR ,•• J SCANS 3/B'.1"' FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 'THE MAIN STRUCTURE MIND SUCH PAMSS. ANCHORAGE SHALL ��G REGULAR PANES - - - M111tt111 M1110"Hut L� SCALE s/B'., sGA3:E 3/B'.i" p. �'I OF L0� II IILI (T,A Q 'E gjFf7Y P/INE�.. BE AS MEN#1HFD IN A.3) AND IN $ No. 441 �7 Bea ;TEN 'P 3N; ✓ s, (al za ga(nssstmrtnc WELL _ =_ SLAI.E 3/81-1' �' '•.?I � SCALE 3/8'a 1' = *; :' \} FLORA, BUILDING CODE (High VelocityNu one Zone`; ' \\E'f `�tI FLORIDA BUILDING CODE Hf h Velocity Nu cons Zone * * = FLORIDA BUILDING CODE NI h Velocity MU cane Zone 1, IHISTALtAliL1H5 ARE OAY 1'1M BUILDINGS WITH AS,O. DF3ACN LOADSyY - - 1/,F` a TAPCON ANCHORS A5 MANUFACTURED BY 1T,W, BUII.f}t)T, TRILL ' UP TO +ass -72o P3F AHX1 PANEL'S LOGIN UP TO e'-e. N0.4 �F s 20 GAGE GALVANIZED STEEL STORM PANEL N� i NO 44167 = com 70=1IN 20 GAGE GALVANiZGD STEEL STOOL{ PANEL FJ. - ifd' P X 7/8' LAIK-IN ANCHORS, at MANUFACTURED BY DEWALT WC, (T'm, ISOO P.eaJ BRIE D 4G P.P. . taat0 tA>fM, ARC, PP. x. FOR raw WOOD FRAME caNszwJCRDFF: wK100 MEMBERS TO BE SOUTHERN z ' - IINAIFII m; X T * ° DRIwN ![n - Z D,N''.'OL 20 GAGE GALVANIZED STEEL STORM PANiT. *,: .,. I. Mf'ENMATEONS ARE ONLY VALID MR BUILDINGS WITH AS.D. DEVON CORDS - *, ; �14-TO PANELMM.iE FEMALE ID ONO. PANELMAIE. PLUS AAK;tHT5R5,. AS: MANUFACTURED 8Y ELCO CONSTRUCTION ,�, � '' ' �+ � DRMw, gr� , PIE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR. EQUAL 1.R -#--., „� pFUP To t55,`5A -72.0 PSF AND PANEL'S LENGTH UP TO W-B' L * `'. " ,,.• pfpAl,ryGAp. PRODUCTS Q'--901 P-%.f,) I°i"'", h A rl.�r, D7 •. 5TA _ _ > i { r �y GLOBAL PROTECTION PRODUCTS. I.I.C.,� S ATE BAL PROTECTIONS PRODUCTS, LLC. a E ' IRA nAt� o • liw E G 0 Ire+ 2. FOR NEw WOOD FRAME CONSTRUCTION' WOOD MEMBERS TO BE SOUTHERN S -OT, ,,, ' if '• ,� } .•: " " Mw3-WfL t $TR FINE AKs. 2, W/ SPECIFIC DFrATrY 4F O.SS OR ETfitA1 p'` Qp}C) AIL.' EGG #Nc, " QAML M. s 4' «- tt L Est. 1F GLOBAL PROTECiIO�I PRODUCTS, Ll t T'.,r � ,• xx, #« al. •. aR1. wn aAtFrs A. aw (�Rs+)as-nta. File t0a.)A�aA-am - _. _ - _. q, Sfj'' - wr. a �'+`un . a. , I, ,1....-aw w®„ban.+na r.,anet-tcn 24'-T76 '4 ••c,..• Yi Ire r, a1a asnw FIwIA: (Oeskll-Y64D, FAir(N34M59-IDvr 20-176 f AN GA-OOOBTf9 Ie4Pt�, ue ear DNNRAG Net ILA G-60Wi7i9 wM Is iss st.M orsr x+F ORwAw 1� 466D S,r 54 ;SKEET as ]y�x.. r. tw tw.,WrrwPI<r+M n »,M PMDNC (y6i y FAwt4(aw7Far_Orx 20 19B tow ,NON FA+-1W4 _ Mx :pan a+-IAH ix Y xr.�� xex ,xu.b 4xA�aw txr pR4Ne4 1t0. lit F4 P.E. PlC1En A NWT ,k. P£ xw.r - -' - 4 w w�:E 14 W 1d NA 111 yNlil eawlww+awr&/oAtE 4WU91 A ALLY .P. P.E.AA ss•w 4 _ _ P£ 4ALfYiMTU�PTNIE W6T RI or Is N } wwFT 81 Ora - NLTBR A TLLiR ,N., P,L e m ta-4l x COMPONENTS FOR SERIES 2000 & 1QOO E-Z BANG STORM PANELS (SCALE 1/2=1' "-•2.58 At .--21,w 2,581"•••._".••• .2-250'__ !" I - i.'•, f - I''�,� y"+' 1 'f` .+Yi^ - _ '073• i 2.500' : 2.2+14• .075' j 1 TYP l 2•' "� DAM, BOA. TWGf OAL4AAs1'E0 STEEL. Npl ,x' EDGE 3Sb0' R.17.g . .. 2.244 '`�' y i - TYP. ASILtA-:663 l GRADE as MMIMDM DETAIL ^" # l�1All -------------- G-6O DN,V:.•• A 4ad �• -1390 I 1.3'15G' T STORM PAIL 1 J REVERSED -h' TRACK REVERSED •U" TRACK - ' PANF1'S END_ 1.#+ y'^� MED W/ HEMEDGE..•� ',,,. `.,�' _ .,,._L.. .«•. P. O' '� Wic+ tO.Tta, bi3'� i !-a 3.750" I ISOMETRIC VIEW DETAIL A I 2.0w ROUNDED CORNER O ENDS OF PANEL'S END 4P W/ HEMMED EDGE (N,T.S) j .7So' E_ 3 .�._i - 1 L_ (TXP•) ._.,......-.>-._,___»_y.. max,__ ---.-_-,._,I r:.r wsL. P L _ i "4". T,IIn J N .N E. } T/4 6061-T6 AIUM. ALLOY O i M{MNtt 75O" .a56" (TYO-) J i . i ND.44T6T = I #; w FUNRIRA BUILDING CODE NI h VelocityNU no Zona ---LIST'---. Mma.`� - •. WE OF ;`4);• t+�.r'•., amen It'" D, w4:. 20 CAGE GALVANIZED STEEL STORM PANEL `O'er. a7 3'S '{j�S �NIU►i. ANGLE STOP BAR ORIO " ss/ NAL (�I GLOBAL PROTECTION PRODUCTS, LLC. 5m, # r IL E Yew se, 3Y sum - - t t' LONG 6I63-45 Aim. ALLOY ��{�� A^A t/ii,HlAl � r t/ i aeY. mx, w,Iwr i °wm e, a sar .+.n., f+ao m-isw, n., amr,w,-x•r. GI-WOB7tr P MO ND 061>�73u PPAM, -srsr 20-176 GNAW ft BE SFAAJ!AOHI,1ROEjO4TE. w118i'2x 6t 90 3'/24 (SEE NOTE 2 O W/ cot W/o , REEL. NOTE 2 t>Ewn) 3• ,. 2'AP24 Yf24 S fBEE NorE.s ItGArI) f I4x,• sAts. 1'/24 €OUR t:orAWA'IE FNNUHaR� SfE • I' MI.. C N1LYIM AKCHW6 3' tAtoH. or t-3 SCFKB{1LE tW SH[ET Ye, PGR WORD SGRLw.•^-^^•�-� {TtMow.7 Br StCT104 ON 04V 20 ' Mme. '. AE x j -i (SEE BtTb:DlltE oti 3HT4'T xa) "� I" MDR, 'TIARA 1^ , 4 Nxl'SM€.j EAD OFIS 1J2• .: t t/x' .-_ .L 1 ( Paa4 (w2R10R PM�H (enERla P,V✓EB) {(MOMPNNW(ENd FVAm. LEND 2 6.. 4 (. ANEL) E (END PANEL) SEE FOIE BELOW � (' SEE NaIE $ 4 SDaw SEE j I t 6`EE r:reTE 2, 4 aLOR e 1-go 4 4' 9 PAAIEI:S / M.s, B41:tED w/ BOLTEDP /Oro- D+ j4 Ai I: w/ I As wBIGNurs I 32 MFN6NUTS ....... .,.,.. - 40 x ^L•::.. ..._ILI - • • • . fANElAA1E (TINE) L:-3•-_i ; � SEE NOTE 4 _..max."'` NOTE II IArx. , FOR CgftiRETC AIICIFpIS; 5}I `Mmt. Y TACATmT�-1---aY-t--.-$.- (ALTERNATE 4DC *, MAW*, tHF 3NBET 25; FOR 7,T 1` Msn /�mayy WOOD t' MNa ENb 3irYNPN6 LVI'. 811BLT26 pR NGTE 3 I OR W/ OR W 6 RN1DNOR i+AlFla'. ia* s' � aF3tM' 11! V+ST PNS�L���A/�j,/y TO Be MSTACLED AT fAGt1 • BAST PANEI 10 9E- MR+IABN.ED AT FAC11 RPEFNIG SiMLt, ALFAK BE /NNGVpEO W/ TYPICAL ELEVATION FOR SOPENING ALww1S BE PROVWFD W/ REAR HIS= TO FACLUTE NS'TAItATi(UH RE1R�WW E To FACHNgdE MSTAU,g10NTYPICAL EUMON I INTENDED TO. BE INSTALLED FROM 1NsmE GF 51RroUCiF M FROM - INSIDE OF STRUCNRE sate st3x . , OGRE 3/3Y . r 1/4' 11Fx, GAP Ile m- GAP HRRw GIP TJ4' F14z GAP -•. 1 aR©w1 d1w/o.©. 1 SECTION_ H-B (7°R SECTION A 1 SO" Btu SJ32' . I- (1), DEMITMN OF SERIFS Inapt. E HAND STORM PANEL SYSTEM CONSISTING OF' PANEL + �- tZ N - crRREs TRICKS AT TDP ;!F PAAffLMATE PLUS OR 15' LONG +JOT BOTTOM W/ PANfLMATES: (1) L£FINITONNIF OOO:'E - 2 FANG STORM PANEL SYSTEM'CONSISTING, OF FARM a Cont. TRACKS TOP k BOTTOM, (2). ENO PANEI,$ &HALM. ALWAYS BE CONNECTED TO 0 SILL WALL By MEANS Of (2) (ED PANELS STALL ALWAYS BE CONNECTED TO BOTTOM 'TRACK OTHERWISE A STOP OAR P,MNEIMATES, OR. IF USED J�NfiY.Wf, t G TRA1CfE AT a0TTCM.€ND PANELS LC�6JI SMALL BE PROVIDED AT TOP OF ANCHt PANELS, SHALL BE CONNECTED TO W/ 1TIH4'L-ZOx3 4 '�'` WP/EDT/B:t7a,3 OR WINO NUT 1/4'r-20x3 VIA. H:IW TAP AS (3), IF END PANELS ARE CONNECTED TO E1OTiOR TRACK. CONNECTION SHALL CONSIST OF DESCRIBED ON NOTE (3) OW). I/4`a-2bxi 4' M•S, Wj 7/8'Sx3//32 WIND #BIT OR I/4'h3/4' Mfi- THUMBSCREW {3). FOR CASES WHEN ENO PANELS ARE IHSE JOINTLY Wf }S' IANC AT IRO T,rdeOrroM TFTACIC LOCATION OF FASTENERS MAY B[ At FJRHER OF TWO �!TT TRA{�} PANELSI "'STOP EAR EXTERIOR FLAT FLANGES OF ENO PANEL, V L P 0 D RtARr (d), IN CASE THAT SAID PANELS ARE NOT CONNECTER TD BOTTOM TRA.t24 p4; A R��OpMp BAR (4). FOR INSTALJATIONS WHEN END PANELS AND SOME' RNTERI4R PANELS NNE DIM MY 49 ONEY USEd AT TYTpPJJ AT LEAST 7YA3 PANELS SHALL BE CONNEDTEii TITS BOMOAN TRAI!11 MOUNDED 1L1 lOBSTNG 5111. WALi MEANS OF PMS, 4NE BNTERTDR PANEL USING SPECS WDICATED ON NOTE III ABOVE, IN SUCH CASE, CONNECTION Of PANELS MAY BE USED JOINTLY W// TRIG-K AT BOTTOM ATTACHING BOTTOM TRACK TO WALL TO BOTTOM TRACK M4Y OCCUR AT ANY PANEL LOCATION, W/ TWO PANELAATES FMt INo NO SFgWN ON ELEVATION AND W/ 3 T/2` (5). SEE SECTION V, 3' @ e ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25, mim EDGE DISTANCE. FOR THIS aR060R PANEI. USED Y W A H°i'i Aw NOT NEED TO Be CONNECTED SUCH TNAt ADACENT Pmt&s b. RIGHT f PAHPi) �yaA�R P W THEM4Vp§LMS RETAINED BY Vt. III7 HAVE \GIN ''•: I 'z FLORIDA BUILDING CODE h Y6too1 Nu cone Zone) y r NO, 4 167 z wNmG T`T�a' 20 GAGE GALVANIZED STEEL STWtM PANEL FP ZAI.STA OF L PROTECTION PRODUCTS, U.G. IL EG 4 NNl�. 4eW 3w 5i 3,tHi �(y ' tCAM A,een ral U w n. wmBe. HBID4)eee-7sib. #sae, Dls4pMP-aI9T 20-175 C'- iFat(' OrHOm-1ct yhSrj7t4'� . '114040,01HP101114- 114-00wr xbxlrr„ xq xt 'As OnwWW Ab, AIJr., T - PANEL (j) INTO POURED CONCRETE COMPARE MOMANOon cOatOICO - Lr t EAki wHr 4. taeat, - > 4 Gr PFQi 'aT 1:,+'I--••u' � SxOT z9 ♦ RSI M@yAE AI 4.6 NISI T LA4tFAe�ye �. ,-`'--B .� IA EXa OF EOaOAR� �~r Y AC 5 1. Sri OL1AA 5 A 1 Moriam t r - BLOND NF1P IFR I e 4WD Nv1 e "1, 6 4. ;;:•`;��� ti`ti� -�.., # ,,^;:�� a ;fie, •, � I 7 _ G - tJ 1 oaRn itSP, I � I I I , war a BA�mH T --�-- i �GN rowEr 1 LET I A G L SEE sWlrmxE v4•nmrs/r IS. ± 10 WAS FOR I i1�1 1 t/a'r-;loxs/.• 'Ef S6FEUNE 1 K 1F aF SSUP �F4R x 1 TON 91Y.TT x! R• S t5i 1rw +M r i I 7 WEAL 4YFFINP N LaaWS, a�6-a 111 t .. 0 U E* +i w N m C 7. JRr I. t 1 ArDa O1PWAP a ,- - F ,�am` is -•- 3 Lwa raeln k i 's-sait'4• rs tcMK(E t�l#'x�A''w'at. Wetx I H ,-.-,oJt' 4• Jt ems.+ i Mn,,...: Ns vtrx alse` talt , (� aw mart T V MM bR4 WAIL AIM "aMOUNTING IN3T. � -E r iCaL dl1 EW AN 91YEf S'� -: {„ (" amm") � let.If • o a.G VITAL INS*- _� © �E1ri1Ql� , aI:A1.E 3 I � L'1.441i TO CEILING /e`^ MOUNTING INST. sGME 3L/�e}-gtG�3/4, SBF;R TG O IF g SECTIBN ` SGALE 3 : sowne ArWWF6(�0(}m 1prOELS, �NIM+!NA. •.o M CO] a Alt MEW L 4.1' SEE:TKIN At -1' SCARE 3/By 4 E IF ArKI .0 sF (7j) a,A4tl\1 M te6FA O I= art Y\1J !/�[/ enTAUAtaN rYx aN wI¢r TS. "'. tGCNASBC' `!. _. `y7'•a�; pp 3.BC31�'1O «DBE fse mBlnaTXaa �It No, 441 B7 = e (� Tm a Iq w eFmx+TRNOs Gw.eE t W ANY ,DAY TA S1AT ANY .. �' = O' STATE DF y,�p�. EA FLORIDA BUILDING CODE (High VelocityHurdoone Zone _ mazA Ac 20 GAGE GALVANIZED STEEL STORM PANEL NN N� m± DETAIL / 1 sLAu.E. , r . 1' VIEW .ses.C.-,P . FDfa Ol ANf4� y [ m vyy�y �T � y,+yr IttT1 GLOBAL PROTECTION PRODUCTS I I.I.C. ��C. ,600 SW; 3, 9TPiF3 �!! • ' , A► aP. r» Au• rtmw i+ren, n w'+ PNtNW. (06+2-Tsw Pae�(m4NM0-a710 2A-T76 P£ DNATtAt4J11RR AAxa. x 4be IKY.+6q. As r jMp.An.,+pl AA4M xxxxPlY• 4PF R DRnIrID !b: w TKR�SJPr., P x•' a Nt WORT 34 :W xF cn ^�11 W C ^ v O U cu 0 O V , cu Q Z z Q SHEET NO. SH 1.2 MAX}WUM RS:D. OL�NG Mai. 4 Ag,NMUM SF.PARAt'lprl PANEL APPi-QABtEm TWIT,aG p-.-r-) {SEEP��`xNIJ� TO GlASG COX10R10N �iCiWNB +BB.a. -73.3 70' QR Lf55 2 8/16' �1ID ` 1`, 2', 3`, t'71, 2'W B 3'W BB 0. 70' ENt L1.S5 2 7 ' J8 ADL T®' 4' < B 'IV .,,_,. CU N (n CC5 N -0-R U N OL � L N Q O O s= Cu -0 � h=111UM A.S.D. DESIGN PRESSURE RATING (pAf,j AND . C U Q� CORRESPONDING MAri p _ •La et`s1CtLUL: (� ,� SUM EME MAXIMUM A.S.D. DESIGN PRESSURE- MENG (R L1.1 Ai 2 C`DRRESPONDiNG MAXWM ANCN,m F f A STORM i S#rQTCM DR N d(Ki/T Olm ,. 2 E? IL� C �-_--- P O AN __SERIEi - u. F X E 4 s Nra ctt IIMrr O SPACING_ I iAi trtR �: _ _ H F ifY17 1 TMf CONCRETE � NCR RE5 C L a C.-. _ CD a . a J NT L N v A � n , tutrAc +OFT.. T P V DNL_ R 3 NSa P R - 'TIG`FL t _T1E,I 4...-HEE7. 2A}. , ' TYAi:TO 5T :rA � cw r r L - Bik AT TtDM _. SFI _-_ ON Y FOR PANFI.. R Cn .:1 A Et 7 PE tA9S _ ?. - 4 tFBl� "7 O _ •� CCS O - CCT 10 CONCRETE I IV BLOCK OLD" .- 'a O O Cn N O L • Ip J l.:a'e304 a,S M.S. a, We+OMIT AY OST. W & +Otl OF' PANEL LENGTH C ^O /� L r>■i ._ 14, * U411'IA YD B&D O, A&D, DESIGN PRESSURE RATING. TRIGF, vl./.,.- +}' REOLIRFS MaA, aiSTMX;E BEJYtEF1t BOTTOM OF PANELAND (1) TO BE: 1/2• SWLI 1 REQUIRES Na DISTANCE @EiYrkiJl BOTTOM OF PANE AND (� 10 3/16" 9�- i6' Ow s,.A` OO "kwpwT!(j ETA -4 w vv E `'• Phyb% €LORIOA BUILDING CODE (Nigh Vitaa} Nu cons Zone s g ND : * : °°°°,° 20 GAGE GALVANIZED STEEL STORM PANEL rr. 'O, -•., T 1)3 ;W � t GLOBAL PROTECTION PRODUCTS. U.C. orJ ! tit`'.•" yiD? I C t3 ENS. 4W few• at SMUT / '.F - ,or 171E-1' ENaI a ANT ONE. 1L w" .AA,yk p/i+IAt•E*0 KW..w4:14,r 1,E1 .z1 r.ata PNaff:: 054Ji111-7A4o, FAX Ita4)a1-4W 20-176 k!V! I n..-Oral ar-mN.r..4lka rn-,A'n .s,w ar„ebi - 11Wt£1T aA-DOPI1 •s' AMOK Nn P.& SFAAJMBNeU1CJOATE YMLTYN A'1wJ1 ai P 11i1T >b „r >a I I I w - -- - - Mi 4. iui M PLAT s PANEL (I) LDi.O?'I! 'La SCNED�JLE crl�i FDR REGULAR STORY 2f4 IW/6:32W/6. 3W/75ttc 4W/7 PANELS INSrAI ► ATION INTO ter c CONCR y. ffiF BLOCK yc WAD W r MAX '� t°H5 �� �� QN _,3:wa_ PDyIRED E_i6 7r MM. swurls 9, 10 Bit)1MN. r SV SINGLE PANEL o� LWpC(7ia141ew SINGLE °p♦uEt D R AT EACH AT TOP' OR BOTTOM END D WITH TRACKS 1z _ fi. Tip B_�`i4 DR R / R D.M.,�'�. 4 . i T-1--}-r-r-I--1-r-r r- -r-f ,'T--r-r-z- -r - r-r-1 �L >aOTH Mim M ORiz * OIR T T ii�{lf1IFp AT EACH EN{)* --� 0 �L _ ` Or K.T CIA '_i 1 I-� 9 JA /` � Ya c 0 e7 €A f7r G CC R^'2 a f T_ ;= -----------'------- '. . A -, t6- 1 r N "O s - � - -'. 1-,-LF4-r-qA rO UNBOLTED PANELS ,�i�(A.7E0 PANELS w/ Jt !W-2BA1^ (SEE SECT TC AS 1 -' ! S.S. MS, DOLT W/ f) O EA OVERLAP i � - W SECTIONS AS APPU CIA ATWU I :. ( CTW715 CA@C.E) aI = DA61eJ A E ___a_ Y _- �__._to v. jI. '' . ,, , J1 p wIt i i jr'� j '� �41 a 9 f.,1 1i1 D,M„ 3Q.(4 . - -L - - - - - -- �- z .��Q} II O R.- i i y •0 �. OF �..:A »,. 3 �.--.� I--•-"---""' 3, ALA% C BQ In 3 M N: �i' MIN. i4�' 4555dT65 4r / -, pav�# I/ , /2W/k 3W/7 t 4W/7 �° IIIIIIIIIIIIIIIIIIIII ANCHORS (SEE SCHEDULE ON SHEET$ n, TDAiI)••-._,,.-.-._.__..--_,-,_.�.! REGULAR STORM EANEL CI) ELEVATION 2&67' N: T.S. I/A" Par. GAP i MINW.)M SEPARATION TO CLASS SCHEDULE MAX, GAP /'� + .MAXIMUM WIND SPEED G LTG -P,h. WIND SPEED > t7O m,P,h 1-i 1 I - .�IEGTION N.T l! ;-}° MAXIMUM LENGTH '+..% N.T.S. (tn) UEB4ESIFNID RESTRAINED UNREST{WjAIkIT RFSiRAUNED : NOTE€a 3O OR LES' I. 1' $` B //4` D(1) L+: MAXBXElIkI N.lDwAltl.E PANEL LETAGn1 UDR A D14Q1 POSTTNE RSA. D r LDIfi. E I.LA1C aV10WA@LE PMNEi. LENQTN FOR K &,NEAT NFAAINE AS.O. LIEatDN LOAD. >33 TO /0 /` i• 7 t/2' 7 1/2" t2) PROCEDURE TO Oi�EiIANIE MATORRL ROAM LOW1t G7YETI A PStSTnYE RSA. DESIGN LOAD . DETERMINE 1AA7%ALAA PANEL lEl101H t+' FROM SCHFDILE. >so TO 145 I. 1' 7 7fI 7 1/2' OVEN A NEGATIVE ASD. DESIGN LOAD, DETERMINE WXIYUM PANEL LEND'nt t-' FROM SU1EDULL L_ FINAL MAk " ALLOWABLE PANEL LVAPH IS EQUAL m THE DEiEWUNED PANEL LENGTH 9145 TO i 1' 1' _ 7 T/2• BETWEEN 'L+ MID t=. SECTION 2 (3) SEE SCHEDULE' BE" FOR MIN. PANEL L04MM FON POROSITY QUALPICOOI t INSULLATIDIS INTO WOOD' WX LISTED TO 1 95 P,WI. MAX. A•SD. PRESSURE RATING RMAtA1A„ti AG D, to B IT FDR MAX. A;S,O, DESIGN LOADS 4, MAX, PANEL LENGTHS FOR TRAO9O�,CI'�'R` U - EN SPKCER 'LR LiSEDu LNG N Velocity No come oni FLORIDA BUILD CODE Nan HI V N Z Af Ai" � NY * � • d. ` 4167 i = Q h T� 24 GAGE GALVANIZED STEEL STORM PANEL W.'ft it piz o, 7A7Ed€ 1F= IL E C Ei Ere. GLOBAL PROTECTION PRODUCTS, LLC. 07 a° 'rFcy'-,. dRlpr� tti��rV `Lax .: 'w`'.m ."�r`afi.,,ar" PkmLN, tesF1'AapS,. TrA+L)BBB-ev11 ''ry SJ NA,.. GA 0,4-ft .w 4a ..w . ra OaAWi Nz y16 rr HINN1OWWAL NW:AIr/M1r'-" t�LiA-AbP171 P.[ - ' aW1F 3 tr MALTERNATE ­ Cn m� ^�' a) W MR PANIL O I GLASS U O11 0- U '�'^ V, LLJ Q z WIC z ILIM Q J SHEET N0, SH 11 3 Lwent W. ftj 1 I I --- 51-71 im VAX ANQUE SEPARATION 11 11 OIL PANEL U74N LENGTH It -11 (D I I I ; i CC- 1'1� -.-> k" MEAN WOOD iL ITAS SIM LONG SPAM OErvAm oe 1.ONAt L LpCOROOK I IEND OF 0 MAUSIONS N L17 1 i CONCRETE ANCHORS I Llaw T93TM am FL 20-175 I f, ,,� I 171 I L. � I ; , . I NO FIS OW MOW L INSTALLATION. LENGTH I 1- . MAXIMUM AS.O. �1GN IAA1nAXW ANOHdi St AIXNG FTXr E a 3 1J2 " A/'TNX'AA$,E m BELT,ONG l A .urr� tHEW41� XN1iADN PMdL IOT61tH 1' {r.) � .e,f, TMDO,rS C.YIr-dN PIY#J.Ni:E. Fk�V32' i PNiFSNAVE PLUS m DorMnEnC m m DOn�ETE m aRIGRlTE FSACK 12' N/A t2• N/A 12' N/A 12' N/A 1' B 2' (TOP) + 12" 3• t^a' S' B• B' B" B" 1 BOTTOM) � D6.0, -7ffi3 Nflk NfA NfA N/A - NfA NJA 12 lJ2" 11' 2' (BORON) 7O. OR LESS 7" NfK B- tfZ" NJA ! if'2' NJA + 1f2` NfA 3' {TOP) 12^ N/A 12" NfA 8 tf?" NJA 9 if2' N/A 3' {BOFfON) }2" N A / 12' N A / 12' N A / 72" H' fA 4' (TOP) 12' 8" i2• 9 7/2` 72`.. it' 72' 14" !' (BORON) dSEE SHOT 2$ F4R AtTC1101LB TYPE W SPACING 4'aR: $�TALtATRHVB RtfD Wa0T/ FRAME 11t MRN,IUM ANCNt7R SPACINGS AMO 7WIWNUM EIICE CISTAHC[ AAE X'YIICAFEO W THIS iCHF9[ILE, FDR E:0. LP3i tIIMA 1NpICATED OII SCHED64,E NEat1Q ANCHOR $At9R: {N WUnxYTNB SFWpaC SHOWN ON 5'4TTGKAE dl Tr?E FT]I1DwNG FAC1aR5. FTN! 'iHS DFEiMnON m BE P6S951E REDUCfiO SPAfJNO OefAtNW Ltgtlr6 FACTOP AMb10� _ EWIB+AIM SPM.RIG NTDl .TIED FOR 1YA%1 MIJ10R TTPE AT TAMnN R/ IIWIE CAU(-yi ANaA1, MIA. 1PABei BA! 2 i 3 a t i1 1ApuaxNo RT.) B•e'AwJ rsrdT t°.J 3 s: F ? 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Ll.C. °J/r/m11 LNTE: 411D SW. 5t SIRIT w Q �lll.Il w w F" 14 $GILD -OUT F TRACK 15 k 5<�/ �,�1SNERF,Q WINGNUf /� �J l 41M7td1 � � ra'. �PSPe°`'�m'�t+wl�"'aLiaP,," ��BF�-+ �"* axr raer� ils+kkW°�-F'a,�e. n�,w"1Bs*7Mw-a'rst 3D-i75 ,l"WR,u Tar ,,,,,, ,e„W cNwaB N� .43l7 (7AAUC 3:-PLLO'YI 'PE. -. - WALTER.h Jr.,lP;L az- x i14t 2 p te. jj�STA�LTIaN DETAILS FOR REGUI�I,� PANEL t1'i INTO POURED CONCRETE QR CaNCRETE BLOCK STQUGTURES ANCHORS IK TWTt CONCRETE ANCl+ORS !SEE SD9ETSt7tE Otl {SEE SCHEDULE ON '' EICtS'i1NG P0lM1ED CONCRt� ^, SHEETS 8 T#atWG11 1O7 � �� �.DC��-` SNEET6 B T,9R6UGH IO)y DR WNCUIETE BLOCX RFAUfRED. t TtEOU1RED. , CONCRETE ANCFIORS E105TWQ POEJRED �'-�D" r 1 T� � {SEE SCHEDULE CDT�RETEREDUIRE3-" i % SHEETS 8 Tl9Ri%MiH t "'.-, 1 .'•r a s .'rr f d' t 1' rPv --., / f r a'4r" TILT J�/yg'/s/ 1 2' ff r' �. T Nri1T 1PBgMR "!f i� �✓ x.�" '-�Trt apt tEX SCALW aIS 11 f4• IT tf4• •� WX. � � r'y I t!4'-9�7• S& MS 41' Mkf MA3L OOwCRETE ANCHORS '�_ if2P , (SEE SCHEDUI€ 4N t1Y•� y ' f i I SHEETS 4 THROUGH 7D)j � i 7 4Y-Sara, � E•0. -f I S:f'... •L° 1 � � -a•. J �./i''� . ` MBx. 9 � Ei3. iL, � f •�•' i t CtAS� y � E.t+' (SEE SCHEDULE � = o �M�.�R ,•iwmY,• f i I Mta. • I � SEPARAT1Lx t � B SCNEn)UL - si Wc4]SI tr � F TO GLA55. T � ....__..- ;. -_ I r ce'c,minr i t CN SMEET'S. n N TO GLASS: t I/4v-�C i I (� J4Y.1Paz" D h iD q P 1 tlIOIN D,4n Y-Ma i' MPX- -•� (SEE 'SCHEDULE QN 4 e' ��t1. w L QN Si�Ef 'S) 1 ,P � � $PAGER p __ .--_.___. _ -.. w.._... • PAN0. LENGR+ _..� �_-... ___ _ -_ '- S+A%a� WXFz t" Maz. r��1� F_.,„ -, i (SEE SCI9E6UL.F r .'.. - IBaM as 7•!� PANEL LENGI'li y _ � tDIaN R61 Y-1') �. ,�- $___.._'_-___ _. ,_-� ___. i 1 SEE �.. "'-Lilo. QN SNEfT 3) ___ ( SCHEtJU.F = 9 SEPAMTION I � 1 � ON SHEET 3) ��"� i - ? I i E(� SHEET S) y DF t' r I OF '4-' I 3 A. -- i. MAX. �-... r;� • I MB11T, k „x"`zf ' f � I ✓"„r� A ,, ,.f.. r, � SPACLTT. i s OF 'L" ' ED '>,,4r%� N R 12 1 O.G :. t .. __..__.__,.._�..._.1 + I -1 t 4•r-s0.tXEAn 90LTB 1._ � I E.I.._,___.,-I �_-�,.IOr 1 k/9' D.s. -I CONCREYE A6�H0tjS_-,-•f CDt#C�1E ANtT+ (ORS - I E%LSTING FDUR£9. �. 4. � i '��, k'�,-,SCHEDULE (SE€ SCHEDULE ON � CONCREIE �, EDBE D" WALL OR STAB SHEETS B THitDJGH i0) • �-S• SfiFE75 8 Yt#iOUQH 1D) ,f -; Q 12 k/d" IARG MA#. AW1iMUM .�l� .�.ta f REWIRED - "•,,t\. (ALT. C1N9DRt0N) y V SPACERS i B tfA' O.C, YN30 FINt ''13f!" REiE `" tEJO{;•OaS a+ER SHE{ 3: PANEL CONCi�DCXR� � ANCHORS '� DR CORCRFTE BLOCX CONDiEETE _,_._ I REOURTEO- i 1' INNS, LONG AL4dAM SPACERS i {SEE SCHEDULE ON L-_--E.D.:--�---^ �.„,...,. RE.DLRREET, `-` 72 I f'C O,C• (S�EE YA9 E. �1 R7N 'EIS n TH11011GH 10) SHEETS 9 B ib.) SCALE 3/B+}' SCALE 3/e-t' SCALE 3j8-1' tlltManeHFprt r� V° � FLORIDA BUIUNNG CODE Non Ni tr Yelac)r Nurr}aans Zone i D.44i67 mam tu.TEm. x.E r.R. 4 CAGE CId,VANiZED STEEL STORM PANEL ._. _ 2 onaWa m, NOTE FOR COMBINATXMI.O€ SEGAANS: � ' * • * ` "'--_ w/17/1o1e E.D. -EDGE aSTANCE -LT = STATf 0(! I L Er C O irc. � PROTECTION PROOUCTSr LLC. tLOX SCHEDULE DN F .Boo ' . !t STREET SEE P 5 s Bx ( TO A BOTTOM }ADUN7ING OAN BE . O� tQRICP 7c1TXia s SHEETS B 6 1D) COMBINED Ri ANY WAY TO BUTT ANY ..,..•� /� A.W rr�a.r. is wlss avr cn Etkw oWd, n. 3st1♦ ZO-175 «.+ � rN-rw, Ys. 7XW RwtNl PHae. tINIh�-7a4a AML• ry5pBe1-a7r7 1NSTALtATiDN. ) �Q1U (} .-we w>aarr w a Wsys Dar : EMAYe10 Ne: y Trans 4N. t/IRIlrF4lt X.TM7UREJDATE '� � 'CA-�00°Wt� P,E. r � � A MULT A a 1W - 1�Q ����i�NG Waa� �TRt1CTUREs - 1!4`f LAG SCP€ila i H' O.G. w/ , ,/x° Mtn. tT,REAOED Pe+B.TwAnow ✓- ,: {3 IWn. 214' L16b] 1/9Y tAr. SGREwS i 3' AC WJ _ iD OOSTBlG WQ4b riFADER. � f` REOtARED 9/4'P LAG SCwEYfS i °` O•C�- WJ n `'-� .' � t 1J2. l� TIiREADEb 1'EMEIR4TXIN /- FIAT OR �L ETAS 1 r IRa, TiMSFDEB. /2' 7 LS3tF10 A'Dd7 0 iX TiG1OER rP EA7GYXAD WOOD Ht;Y>ER. t CaA, 1 # S.Ns. 1 / 4 f 4 f °\ EA 3 4• i` fl 1 4 1+.. W.5.. ,� .[ GSA, }i4at" S,kA,S-. ' f 8 Gmt W' 7�2` w>t�.. d / -" a N r 3 6 a,G R E:A ErY3 AF / 5 E 1 r T 4 G41. a T '' �� 4•R !z " SINS. t LAG 1 1 4' SCREWS P 8• D;C. w � t r i / / 2• ,Bn. THREADED f°E.NEriNti{1+1 I - � T 'r 3.. t513: DETA21J2i A tfEAOW.S. WJ.)!(�e-1x3/34' / m t3tI511Na W00tl NEMER: ,,+� .a 1 "vl. +Fi1E LA wa+c NUT MBJw(nl • _ a flkirc �} tPAP•) ;. /t,, (5� DEf.MI t/14 A I 3ft6' AA,m. POP RIK, 4 Carl ftlr t' SN,S- - J ''- � 8 i M70LW0NT 4F EVERT' � P u f1N :� ¢,� ' r'� tTYPa ti{f WGb4 - � T � ,x 5 �R # 1 1 lSEE aLTAtt � - t NOTE ix � m'MO kaEADEIT RECFiw@Yt I t . 2 n/IB' WM. j + ,yifJd. - MJ �-'��i" t I 2 BJ1B" � sEPAR+tTOrA W'.'s. w/ F .� 1 TD BIAsa - �Wv M N+.TIDN N // j t 4L& w 8. #:1. 8 f32 I/G N07 P 4- D 1 m GlA42 2 0. 2 7 • w1rN Txfi W t"�_aY. � JB n - _ `. ? r/1Y-2Dv3/9' - T�1t �41Ai� I �IL)tY-20x3/+i`(�j I EVERY oYENTAR iX ._._t_._ _-_ � � 2 Blte' Yrt. 7 132' 7 'ai/.32� i �' SFPARATXx/ w�icR'a� e' t t� 1AJT o �. m mfss. i Ewa' ok�pauia � 1 �` j � p g M pj f }gn 4 i a, � i 1 lh-10x1/{' Ws.: M „ �i / 8 a I? 7 ( W Yr3 I JB n 2° A P ,el#: 1 DG _.I e z '4- n :+to I - 9 4'r-) .- i z !`a PANRABTTE t'EAAM.E X) O ' Ms w ! P 11 k ) i PLLtS W S $ NUT AwELMAtE '� J 2 cw,L t + �, 7/B` lRn. TaTREADFD " `� `• r{ t a 'NOTE + 7A BELOW/ PENFIRA710Np d2 tJ2" O.0 ^+�7� J31•..ptglG. 'w � � � I•.x i .. � x 1' NUf t��d-A-SOTS/i - J LAD G // .. s t 9'TF SC(igNB'i' B` O. w .. 2y / . ,. t ."- (. $ xi I t 9 R- f1 S. , g 1.x3ff TFrUWBSGTiEW.:: {{ 2 E8r 1N PENETRA tt P 4G �+. REARED Y#NA 1 . T 7 PlAtE 1RE0 N4i h W 'OF PLATE AT DR _ .. SENrL'r 2DOd ,. I '' PLAT OR WT -. . t! a s... TARE A / f ,9...ta PANf11Nt>:. PLllS -.. r' kklHi� NOT£ TA �� >. f B t//� R-aCn3 9 #S Wj 7J8 Pr3J13 ��)/B'M �.. � i'NLDW') q WTNO NUi a>4 r2 O.C, e 1� I.; _r...C. 1 BERMS T�PLRLTfibT'naM 1 e '. �,. t 1 GAVrE. `. -- J+°R LAD scREws i !` aa. WJ T/9°r L� sent-ws rr B` ac. Wj (25 �'�4 rLL�'�fyjtk�� ' ' . r }• krn PENEYAA?HRr - W1�004� hATE RESSV4T3#I �... r � �`S 1' LIST.. 1 tJ?' Wn. iNREt�D PENEkRAT7fi Wa. (x Y 6 N14wl1tN OF ALT.E�ATiYE 'W nAt DR DN EDfE 2 i 4 �� -_ PMMiAE •aE'aX� FLAT �o �� EDx SCALE if1'p1' t (j `.. ALTE,�TIYE 1 "W i1 � � SI�J L!NG ►fDILN't�N� p� T1t�fi �y1 r. kNSTA MAXtMUM PANEL LENGTH "L+" CIR "l-" �fi.j A MA%'XAUM AS-D. k'Rt��11NE NRA1W{6 COIiCRE1E B WOOD iNSpLLAT10NS Rao TF'-o• ,F`-D' FS.D tF'-0' 11 •-d• b,4 ri•-d• 10••-9' 3C10 tD-10' f =D' D !aQ iD'-7 • ' D-t' 4a.R 9 -B' 8•-9' �aD dui• d`_I• BS.D a'-Y 9 =A' aR 8 r Lao r-a• r-a' T;Ka r-3• B`-r4- dfA a T" -F fi =-7' aBa r-o• Bps' -95.D a`�-d' BT-a- T000 a'-S' d'-r7' rDS,D g,'3. 5 �•.... rrao - a'-T 7 tBD - 5-a' 7r8.e s'-s' MA%I1d(1M PANEL LENGTH D MAt11IlUM AS:D. PNES$Dti�� RAiRXs CONCRETE B WDDD W5TAwT14N5' �' _ xo 1.F'-r• u.-v FSD Tx'-Ta' tf=7" 3iD TD a• 1 9-1" a0«O P-a' 4'-1' #d.D .dot' B`-7" SO.D B'-7"- tl'-Z'. A a �5 BSa 7'-B` 7•-F• 7aA 7• 83.D T.p,_ , B,-3,. 9D.a a=d" B-r" rrB.R - s=f' 173A - �`-tC' LEAS s'-d' � 1.S•X .5" � YstTtD-�iT TOP BOTTOM NDUIiT HENID? MXdE Tt1T�K AdAAL wJ�E WJ GLasLBcO - &TREE, 1KnJNi 48' 92" J2` 35' �• SO' '.4' 4 1S^1T1.5' STUD AtdRE 3Y 32` 32" 32" 42' 36' 36` a "F' TRAxrc Ss' _ 32' 32' 42• B7' 60' Bzi' �t 50• S2" 3?" 3e' BO° 5B- 55" 5D' J2` 32" 51i 56 T P 1 iNTa WOOL? `STRUCTURES ,, _ } I i 1 vmoD aea+wts i . To pass. _ �� '`� � �-(5Ee scw£Duts t ,J,••-m.+• t ,>'- scNmute oN 1/.-.-apt- � ''{ SHEET 11) �. """'�.. 5,1„(WY PAIN 75 f ON SNEEf 3i � � � ��' r �,.,�" ,, k{{ J."iR9 e e Its ° ¢ i.. _,-y.. {wE rDR nA1t � . 3 ! t � a � ( ,1 ��",.. ; t WNM61111 ae1 r•cl � � /:. `. 7 t' Elax. """"T J EXLStIBS PN+RL LENQTH W(%7D HEAD r r -�# f`+.. „`.. A+�:. HOOD ANCWCRS �: Gam' S F 1 S SEE SGNEDULE i � ( `�r4 �'�,. ''t REQUIRED` { I°1 /' ., > if!• ESEE SCNeal11E Dr:. 1 t f' � I �- 1 iiN S4+EEr'1'FTSR 't M.x. SHEET it) �sd;c � y r` i � � '!'' P;jj � ;1 i 1 f2'4 .01 i ! 1� OF J �` ) MA%. ,L` 1 I �_-,�.____��.._�_-....I 1YOOD HEAD ` : 2� I I EO {-. ". -•.'-- 1 � . ,lit . RE9UIREO , I -__ J� ` ; � �� � P .. .tea Jj a 1 � E 1 � ., .....__..... jj t I ' ° i x,_,.�A�1'dLVT- IONQ +1WBNUM SPACERS R1 T3 1/2• k•� ( :I r ' i �TABLE ON SHEET tt-) �I^ I 4 O.C. (5E£ ft } MIo. � � i � � i � � � SEE. NOTE +` BELOW FDR. LIMTTATWNS FT#t Aik7l f Y'^ i ', 1. g l T 5/2• LDNQ SLEEVES. r. "L" RCA%. � I ,,,�,gg. 1E�... tO GIA9SN PANEL 1 {SEE SCHEDULE - 1 PKNq. iikGT}Y i (SEE SC1LE .a? # : (: T 1.r � i t3N SHEET 3) t (SEE SOFTY]W!% i -_. ' _.__-__!____ DR SHEET 3) `,-: i � ., ?-.-aPANEI .MATE FtT1N.E ID QR PANELL, NA#i i +]N S`}tEEr d) i f34� SCHEDULE IX1 SHEET 17) ' i 7J*'�.11nt' 1 .,T�: __._.. _._ t_ i 3 ,,. 1' (SEE i...._ _I�_ '. ' I .. ..:. BOL15 W EXtSDNG� t {9191, OAI Y-a') � � YD GLASS, � DIRECT _.� ,_(� ��EDt13L)E 1 tA.ATE � DIRECT MOUNT W SPACER i t.._. i !§� --AAA-.....,.._.. �...: _ �` '' Ed�J:I,��, W' } � i ,. 5 a I: j�--� ' ~`" ^}' 1 ..,�T, SEE TABLE 1 ON SHEET t#. TT#R MAX, PANEL LENGTHS A' T 5�. � -(:,_ '^^--^^.-'' (. O.C., p 1 MA#. A3:a DESIGN LOAi15 FC#k' THIS INS'TALLATtON. i � DF 9.' I E#.. '£� .r'^� j. -. ..-- ._.._..__c_-..-I B tf2" -.l` �.: i 12 O.0 s - tG EQ - ! i I _ 1, t ? i m WDW :wcHats $ * NOTE: 1.. ---�--^--3 ; ! I 1 i I S1A60FR® W/ SNO L_. �`� t ON SPKTII BA MAY E t tf2' latK rF: a I L} { a' F SHEEP iIEDULE JI ) 1 IAAitiD A STORY t5` r , i • e ; � : r - ,, ` ; I ! 'I , f) ItISDYtlDUON M ,TG rINrA B1AlA1RB +IW -D (' �: r �. � *1� � I N%iF iW1S IMStIB0910TA F7WW � _,' . f � ,. V I '; } rr18111 HOp1T itMIGNtLY #IDICA1fD 011 BkikT_ti). Pi.AiE REOUSR�O � z 7... � t t (_ '. -. WY70� ORS j , t' MM. i4PfltN719t1 m. I j `' 1 �,� 1 b •.. d _.k��A" WOOD STAGGERED W/ STUD Ix) $1CN0l19 aOY,G 1TRN WMP#►]MY M MATEfC4ANE ip iby S ._ , I ! } oN SWKLT 3 LAN' WE hrtYIWED AY •,'' PATE Rf0111RE0 ECs� DN wuo ,� Fauuwra: .-._ ) nWBL w,,# BULL eE aaAam +� .a e. �.' >� s } T .RCH�uLE Tx� Roxowtarr�Apt ,�-.-.-'-' SNEEF TT) oDAmLln #1trE � BINA- RLS77eGf#M! raoN # t/2' D.C, sAACRilNeAA+LD GN j, 1 i t � �` ? I f (1) ; � m +�,-aB vrr 1� Mac s. maE Pam- LvatM i TAYRD To N1• ,S ANr oPlDic J..-. LWk6 i A laSilgCnpN FRW.1 NR%IX RVBY 1fXaR$.X1DAID OM _t'� F---..L 1 GD t�i,®nRl tsmaL PMIn tENQIH i �� 110UNT1N�iJ DIRECT MOUNT sOfED,1L axe,Er itX WALL , MOUNTING {» s1aN PMIv. BsnaJAntXa la olax AL7FRNATIVE 2W NI , �WBTJBIA710N a � to � oN RRO AN O�nFla 11000 FRAME WP1,. SCALE 3/B-1- ALTERNAriYE lW WEIR FMR ,MIT igFs t. 2 X As 8r ASTM (((, SCALE 3fBr1" ti) klTSWI1ATIDN L}NJO aNLY FOR Wdi � E zY'Ak ne2oxD d'NA EaMrt11 aF ntE nDTeaA r!� f. 1 �k ] F'9r ARTM C CMNrMyA�,� �"*` �.ir°ir:a$'�` :�� EI.ORIDA BUtLD}NG CODE on NI h WIoaI HMrfloone zoaa .� :' i tlt XaC- . IN5TALLiTt A ONLY AI.lO R A. .0: eaom It7Mi, r. FOR .t51d3fNATkO OF SECTIONS: r ON Rf Y €C MAX S f N ND, 4� NOTE T 67 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE tiAT1NG (P.s.l} AND PANEL LENb'THS a A.: = k�w#+ dA TOP &BOTTOM MtN1NTiNGS CAN BE AS PER SCHWULES ON SHEET 3 (EXCfPT FOR � * ' *`F � COMBINED IN ANY WAY TO SUR ANY ALTERNATE 2W`) ' 9'• '�� GLOBAL PROTECTION PRODUCTS, LLC. S ii #!b0 SW. 5f INSTAU.IATI sLREx7 DN A` � TESn14/ BNBIN 2. FOR NEA' WOOD FRAME GONSIRUCIION: WOOD $ ORiD t.' ra„YAt+ rcA a»w r. r m wIa�N6+s�t a a�iee ° � �T'r 20-t 75 -_. MEMBERS YO BE SQUTHERN PINE ND 2, Wf SPECiFlC �Fy k1'!{�••..`.'Q> ttPe-,ALDERS<Bsr'11�-aTar DENSITY tJF 0.55 OR fOOt1Ai,. ftNJMBdi - rE a..► Arnr R,e ,d,..;. OAYFINO Nr: WALTER h arw nr.: . PW N'- , Itl�T.. ! or to S'FNFRA� N11Y-c� Oran Lai rABM�AP n aaes+v } r '• t4wc EWrW wlsf e1; (C) TO t4ik'LC-�D i�43P,Eratk: tiRAwtY {'tim D s5 toN.t: t, STUfMI PANEL SHOWN 7TrA THIS PTtODI.LT EVAI.UA7IDH DOCUMENT (PE.D.) f+AS BEEN VERtFTED TOR COMP IN5TALLATIaN DETAILS �aR REGULAR PANEL ,(,NTa PQ�1,RED CaNGRETE OR CONCRETE BLOCK STR CTu uREs -,--. �5'1tNGGONDRL71�� ATE i '! Co�FI $tt3c%QNCREtE R£04tIRED. REOUIREO. CONCtTirE ANTAiOt� � (SEE SCk1EOtAE ON ^•.,� CSRKR(:Tf IBTCNURS _,` (SEE SCHFAUIE. ON"" SttEEIS B iTTROUGN ID) ? � � SHEETS n THROU(ai f0) T-..(;� , WNC0.i;E � D � C�0IYCRETE BiOGX ` (,.:.Jzl. 3/2` i/A• 1f2' ITf1• ., ;s•' -.- ,._. "-'i ..___._. ,{ CONCRETE ANCHORS -� ! E (SEE' SCHtGX1LEsi 11 SHEETS 8 YFYtQUGN t0) l'.______..y T-N �l'fi .P-... y I 1 I F # _.'S�-1,..�A T SEPARATION L-:� TO GLM1SS. Et(1471NG {SEE SCHEDULE y _ J r a "1-4141' '_ �`"` � r � f iEl'�IA:'rH� 'rGFR•fA �_.i- �.' Max. 8 i • J 4 R•-xwil• 8 SEPARA710N � 5fg 5C:4aEDULE I tRrmN VRt Y^!`7 I f I � � I '`x�f✓°� I j F. GVSSN'�"� Tta't SHEET 1) t _ _....,_. ._. .. _ .,..._. 9 � PANEL LENGTH I { SCHEDULE „{ t__ S ON SHEET 3) _ � h 1 IAn. SEPARATidV t' Mtm- 1 t• Wx. 1 1. 9N SHEET 7) TO Cfi 135. I T n 1 PKNE1. LENGTH PANEL LEND N � NEEfS'B THROLK;H ilr �.._ --_:� _ r _._. R..��. I T P.._F-.�7r__.: -F.- .. � (��IE �p-� {ON HEFT 3} u i � i j" I � 1 MAX. 1 SO% � i r�' ' E.... . I ,« t #ti-,Tat• ;` ,, y .aAO Bd.9 DF 'L• I 1 F - i I !' I k D.G. f A � t P ;,•E.A E iD. � �T �, I E0. i t F.f• :Tart• - ......_ . _- ..-_..._%._.. __...i .1--- ...•. , E%NSnNG POURED: i rs.. �. I � - GOeiCRETE #t a 1? 1/'P O.0 I �I I � t +'At• IOC kWieal IFAn `h--ifW IIrNLEA ra 3ucw PX �- la.B, YrJ N![ COFJCP£TE tr1UClC I_.. r j REOtWREO. ',�-` . � ODPICRETE ANCHORS .y F I j 1 {SETS �f0�-ti-•ER+� i 71 i� a°Ae. .�.__�__-� 8 THROUGH #0# :t .. - t" Wan.3-- SwEJT(9 GNIr wrrtN Sam I�, " Afff USED # W WHEPF E%tSTMG POUF�D CONCREt£. PANELMAYES �' "tM CQNGR€tE DAat ALTERIaAYE CONCH 7 r�DSPBFC PDIJRLLt CUNCFOTE ANGNQ}tS tTEOUBtCD. OOFICRE3E ANCHORS � AFE 1)SED. REQUNIED: R CONCRETE BLt1CH. STAOCEREB WJ Stt1Ty"' {aFi SGFEOULE DN SHEETS 9 11tROLUGN f0) (SET SCNEDiILE ON SNFE'iS 9 7HRW0H YD) �iL�LA�3���1 SCALE 3 1' TINGE SCALE 3JBr1• SCALE 3/8p t' �4R4%IITIH� GG n �!Y•llh'� ;. CEN FLORIDABUILDING CODE Non High Velocity Nurrlcane ton! E.D. a EDGE DISTANCE tbR COMBINAYION OF SECTIONS: _� D, 4�'i67 t � _ * : 'k * � ? •q �. STATE d�` m,>za TILiFDD, M. 24 GAGE GALVANIZED STEEL STORM PANEL I L > C O Irc GLOBAL PROTECTION PRODUCTS, F.P. m/rzfmll I.,j��ALLATiON DETAILS FOR R,EGUR ..PANEL I.�ITO_ WOOD / %3i �, t � f( /'�--,--, !•xB" (Mln.l i#IS'f1liG' t{/ r, ' f`--EDC+oDO,r IREh, - �� ' 1 .; { BEAM ,{ r , 1 i ,. ADEQUACY OF DF '£xrsRNc wDDD � _ � s ,l;/ BEAM TO BE CERTIFIED BY '' "^^-� /" iy AliCttRECT�PRIiNt�TO SfILTffE'R '�' 'r ,' , r `�`' i( t � ��• MSTAUATIDN. •fJ ALTERNATE, WOOD ANC1iGRS '�~ �� _,, I' -„y i• W. •"• �__.;¢ } WOOD IJ #NCHQRS ,1 ,• 7 'A r1X WA91IP ,� !' i' SEE SCTtF011LE ON 1° I i SCHEDULE ON (SEE ( t i Ti'w tEUADEW' m{ SQRW dY ���� p ,Ep.,� SHEET tt) SHEET 11) �� MA WJ Wrr -+ if2 P 11 ,/1' na �/ Jfi {Jy,. % - I7Mf'UL `'.I/ 1 •� W000 HEADER t/Z- i 1 -`T REOLRttED Ja 1 t eY-sot• I I x "!.i� 14Ts GLASS. l/ i ANCHORS 1 , I (SEE SCHEDULE f i !Min. •'� 1 { j W. 1 �7+�/ ! SHEET 7f) I I { O � I � �p rY'^^'��p �TAAASSpOSEE 1 `-"' 1 ' ! SCItEDUI..E I iJIY-�.f• LJ i� TNt SHEET .f) „I SB. WETS W � t Min iQTT TO GLASS. 1 .. - � _.-�� i T NAE mA AWft t' ! P SCHEDULE ON SHEET 3) 1J1Y-Bbt' PANEL I N IN C CONCRETE BLOCK ,Q�'��1 T„�3Ut�.U�LSz VALID FOR REGULAR, LIFE 5�4FETY � E—Z HANG STORM PANEL 1� SYSTEMS ���_ k� �i � ati��,G+ rµ,:7 WOG A.S,D,. DESIGN RRESSL)RE �P W%IMUM' ANCHORS:SPA.CING FOR ED..=.A5 5710WN ON SHEETS B h 7 'APPU�OA$LE tV#Y � � YAxwUu PANEL 1 1tTH (N•) TAPCON 1AG SOREiY PANf:LA4ATE FEMALE � PANEIMATE PLUS tYOW 8U5l� I3" 13` 13" 1S t1' _ W {aOP) 3 13' 73' 3 (BONOM) 5 1 " r 2 B 1 r / B Y f x 8 t` � $ 1 P" f (TaPJ - _ B 4 f b (tiljTT.•) 8' B" a` !!" LESS g' g^ a" B" SW (SD7TDM ) i ^ +4a.. -45- LESS 13' 13` w 13' il' 13` 13' a 7/2' w (TOP] f3" tY lY 13' 8' iw (BOTTOM) 6 1/Y a 1f2' B tl2' B if2' 8 1/2" (i0P) / t 1 T' 2 f 8 t 4' (GATT.•) # T/2` #" B if2" fi 1/Y (TNT} 1 �;. # f/2" TO T a t 12" tT' A" W ctiP (T J 13* N N C/) C0 N -F-r U 0- Q_ O O c 1 _ ) AND CORBEMNQING MAXIMUM ANCHOR SPACINC SCHEDULE MAiilA�.UM A��:.G` DESIGN PM=URE RATING (12.&f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING ^C � -0 a' FOR REGULAR T4BM AN INSTA TION INTO C 1�{CaE7E �( CONCRETE BLOCK RUCTURES SCHED-ULE FOR REGULAR MRM PANEL ni INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK �USj'M ''—' � (VAUD ONLY FOR PANEL01 INSTALLATIONS AS PER SECTIONS 1 THRU B, ON SHEETS 4 & 5j (VALID ONLY FOR PANEL INSTALLATIONS AS PER SECTIONS 7 THRU 6, ON SHEETS 4 & S) U {'-r to O O O sue. c _ O LL_ _ CIO 0 L+=! A� Cu O O potam •� V V '^ f! VJ /� /�� O \V 4� i CIO a--r ON iOYrf�ii � - ASD. DlilDll LOAD ITMA PANEL WALMMtENGiH 40 PSF OR LESSX Ell DISTANCE > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10* IINALIC A MAX, PANEL LENGTHS ARE ON,}^� VAUD FOR. INSTALLATIONS Wf SOLID SET ANCHORS do Wf SPACER AT 12 1/2- O.O. W/ISO D STET ANCHORS k IN SPACER AT 12 1/2- CS lAstYE { {R Mlri"A Att�tYHe{ntlM! p !tfT '; `'p CEN '*` *°� FLDRIDA HULLOING COi}E Hots NE h Yalnct HMrricone Z4ns �� FLORIDA BUILDING CODE Nort N(h Ys(oatty Nurrloons Zone "`� '1". o?OBa ffi1'&O, Na, r:Pr • - - ?1$� 24 GAGE GALVANIZED STEEL STORM PANEL pLR1N 0.441137 i °0 to ° °' "� 24 GAGE GALVANIZED STEEL STORM PANEL ORIONBt: AL PROTECTION PRODUCTS, LLC e}STATEW.:z Tt - 0&LL PROTECTION PRQDUCTS LLG. 97f30P° TATE IL ECOBNc. y�D ••, t ,'S1MPAtrr .eC IO Si PROD DA"'' FtQ D 7n.lT L � C OINKYECIO��•.R1xr, + .. rN w#w rraHc lu 5r w tNAW rt SSSH S• 7 20-175" SI aFen...r.+os +craw wmaaaafa 24-T75 ... n.rrnabr..om7 S..rw, ni0l� (B'3.3HBB-75w. rAx:. {AggyH-BmG4-n6o8116 ,M.r roew w :++ ws+r rc = rh: h!Q•••tr., pl fFi .pfW m-,m, +r•: r. a7.wMi +uF ieFA1C 4H6t)Ye0-e7B7 OAK" Na ANMM .. YY,L7@R A .Yr. re-iq SAW 0' M 1B BWI{MpP1 1IME/aIIC YNa7FR A 14WT Utw P a ' ", i eihBEl'. tb aP r! i J 5IAILAT,�•�N QUAILS FOR LIFE SAFETY' PANEL Ct3 MAXIMUM .S D DESIGN PRESSURE RATING (I.s {.I AND CORRESPONDS MAXIMUM ANCHOR SPACING INTO POURED CONCR L OR CONCRETE BLOCK STRUCTURES SCHEDULE FOR REGULAR STORM PANE INST ONS INTO WOOD STRUCTURES1/4'e TAPCON � EXISTING POURED 1/4`e TAPCbR_I s POURED 1/4'0 TwcoR_— __, sTaeG BRED 1/4.0 T�rt_� � Ir fd 1. SlAl-1,.L113i.� 4F7T� ANCHOR O Ill tONCRE•IE OR AN040P O H' D.C. I 9NC� tE IXt ANCHOR O 9' D.C. ANCHOR O H' D.C. AUD ONLY FOR PANEL 1 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7 CONCRETE BLDCX CONCRETE BLOCK i CONCRETE 67DCR CONCRETE BLOCK C� ) REQUIRED, REQUIRED, KOUIRED. REQUIRED. � Cf 1-20 y ;: ) W s "t t/2 1/4* J tlT i '1/#• F tf2 it/#, i/2 '1/#" � F--7 E � +. .. ETJ• `.. _._-..�....-..:. E_O• -� E.D.tl j 1� C C-2 n{ i -{��7 ^i €r'�� { y Vl N L y ij} ! t It 1 L. T igP. 1 i ! O c 1 NRn. I n 8 I i N 11--gEPARrTkS I NL SS. e 1 4 I Y E% b I 1a. l v-tm EX O � ib OD 11O 1A55. R LEAS$. lEi1N�,A rr t5 EX :. Bats w : wt. G _xa m w °��"• auss � rx{sn , eAss Bw 3 co F'Tiill G1A98 Cl III �. _ OR a m1:.., . N to I R, ..... ,. .,._ _ ': -�_" Ar c. i RL/�Q 4.�:�_ I _ �-- I! f Ital LNAH nq Yea'? j i 11 Y - F � IX 1 1 t y a T O L 1 L f T R 1MAX-e { I 1` / 9 ' � 1" 11 "IoumnOws;. AWX.'y y 1 � 1' t4AX. >e Mel , 1 -- AH0. fi170Ti1 P B 1 : 1*IWEL LENGTH PANEL i.ERGTta PANEL tFNGnY Ir""' t R- B f4 aF tl __ _____ _ - sEE TP3N �' SEE TN1M SEE. - ATM 0.EVA I! 7 A - ( EL.EVA 9 -"-. I ( F].EY ( 1 :. (`+EE 13EV Tipti I) i' Yin, - y t ON SHEET 12) N i _ ON SHEET 12) 1' Min. y ON SHEET 1?) IX 1 _...__I OH STKEi iZj 7• C :Gl R--SEPAPA I R �1.. i iI--SEPAAi11Mkf L II --r-- 1 d f6 II TO aASS. 1 n_ I B TO GLASS. / 'I R I 9 - ?+ -� 1 1 c 1 1 E ! t T 3 i 1 1 r i I I 'crol ED. 1 t D Y ! , P IS • SEE TABLE 1 FOR MAX, S.O. DES LOADS &MAX. PANF1. LENGTHS WFffN SPACER IS :1 ..`r • SEE TAME #1 FOR MAX, A.S.D. DESIGN L(MDS 4c MAX. Ata1-LENGTF(S NA•IFl-i SPACER A, ICN USED, CORRESPONDING ONLY TO ALTERNATE 2AY' ON SHEET 6 USED. CORRESPONDING ONLY t0 ALTERNATE 2W ON SHEET 6 i ' _ ;f-' .-x tln+d lr �.cs 1 elxf?aai t 1 3/4' ,` ...! .�.1 EQ `"_.' .01 Ns ED �...! -.. r A9 7tl 1 I 4 A _ L" eats a anus e - tl 73 i aA. tl 12 t O.a. - A.S.D. DESIGN LDA1i _t•/4`e TAPGVN if4"e *CAPTION �d .-J./a's TAPd'Y•AN { /4'6 TAPCDN NIANNOW PANELANCHOR O 9' O.C. ANClIDR O 9` O.C. ANC„©R s 9^ D.c. ANCHOR O D` O.C, L £1CfS11tffi POURED CtB•1CR£TE OR. j EX4STkNo PODR€D CONCRETE DR �e+tY".��-1t�,W POURED CONCRETE OR �_iRiSTING POURS# CONCRETE OR 40 PSF OR LESS -- - 6•-B* 'L`OtlCRE1E BLm REQUIRED. CCYr`CR€i£ BkOCX REQUIRED. 4l1[i4kETE 6.Od( REQUIRED. COfICftETE 4'RDCW REDUM. > 44 PSF TO 50 PSF W-2' SECTION R-1A I2EGULAft PANELS O ��� PANEL RE P1 ELS > 50 PSF TO 60 PSF 51-10, A MAX PANEL (LENGTHS ARE ATE 9WE DO LYPA UD FORMATP PLUS W �I�j'Ij'.INCS tR �!!� t!!� wALLS�. 3i3/8-l'TV GS r4cxDJ3s & Wft+t 57N 4.c.Y�Y4 ".,r, r�:r SFLORIDA BUILDING CODE Non High Yetoa)ty Nu etaone tons ' *: 187 _ FLDRIDA BUILDING CODE Non h ValaaftV Hu cons Zone) i 4A1B1 _ °D D6' "� 24 GAGE GALVANIZED STEEL STORY PANEL 'ft ' aa�a 167Eca, n+a 24 GALVANIZED STEEL STORM PANELIl ,ti , : tr i ®, GLOBAL P C STATE QF r AOF ILECfJfNC. B �% s+...... 1L EGGING. GLOBAL PROTECTION PRODUCTS LLC" Q7rn19070 BOE FioR • w a7mn+fm PROTECTION PRODUCTS, TLC, 5„� %yOF ., QR10�.•'NT ...aN a nkmwr. ti t �iesfQNAI s u+r � FL =4 pm1 m-uw �.am�-,m, Plnl� 6n4Ma6-.mta rxa (BBWMB-e>4* 20-175 ullNnultt e"..: mm7-we�r.N wYm-tm, PeloNe: 0415!9•-#566. m f iOmeam 20-175 7FiL riN A eV. 1a lIW. W05R M1 SFM rprrS IAilutty 1mE/aAtc ,WLTFRA t..ar nYMYSNu cA-BNd6T,r e r erw w5 Na xtrrwAP ' tweLT i1 BP Yy PE 5F1A�E✓W1[ ✓t ABLY x„ PE. a n-,w , SWIET 13 9r' fe INSTALLATION 129AILS FOR LIFE SAFETY EL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4`0 T EA13'nt� PDu13Eq It 1/a`s tAPCONEXISTMIC POUREQ ANCHOR A r Qd I ..m` L NCRETE Ca ANCHOR O d D.C. T- CbNCRETE DR 1 RED BLUCK f qt 9LDDN {ja �E■ N 3 J .,4 Ii%2' �1j#`' ,a 11fa• ` 1/s` W zx-1 NceatB' B 7Q I - t i Ar a o _ O CLAW EwrJl L. GLASS B f/ .� -_ `) Y L V.. E� -:_ PAN B dam, t.(SEE ELEVATMFE X t' (SEE ELEVATION„ s� ON STET fai A TO Dr�LA55. ' R R t i CD f. EXISTING i. E•�r f735iiNC 1 ED* i Y' 1 CONCRETE OR BLOCK ETE OR ,..- I T CONCRETE 1)LDCN ' J .eft" °L7 : CONCRETE 9LDCK -`4 REQUIRED.. I ; 1? f/1 aG PEOIAREii. I MAT) i. O cf L A)7CSaOn - EYOt10 ANC„ a x 1/2 C T9 ) WALL MCUNTINGS scuE sjt' '�^✓ ■ V y{7SH,tit JALUIRMSEN PANEL N. ANCHOR - - �T� Lu 's FLORIDA BUILDING' CODE Non High VelocityNLur)car#$ Zone T!' : * i * E ° '° i' Q' 24 GAGE GALVANIZED STEEL STORM PANEL.F.P.�., NOM Q �: STATE o� rQrIL� LL E G O NNc. GLOBAL PROTECTION PRODUCTS, LLC. a E e 4M S,Y, 51 SIeffT SrRw ONA1 et f n.., t>e0 BTU, w wsN o.ma n a,w q r- 1t51. 2G-1 75 / t #x ttw Bt, tr ale. m-SNr PHLYC (B5f)em-751Q AAx: Ly5#)RBB"57eT N!p 1N •rete Aw lwr: rw Q J P.E bywJ&#t1MR/MlE MNLaW ACA-T,�w P,E ew ' tr-wu WIFLi 14 i# to IL SHEET NO. SH 1.4 spamm AM ommN TO BE CA • Am BLOCK OR � VARIES 15 VACING VALID FOR DIRECT MOUNT INSTALLATION oma .7Lr.-- FLORIDA BUILDING CODE Mon High am OR I I I i� _ n I ! AT ALL LAMX MAY - Ile fill MAX. ICU all MAX PANEL LENGTH T &- PANEL LENGTH CL 11 El it wol .4 Al opim L SEE B/EE1g 18 k 18.ANY ANCHORS TYPE a SPAcem FOR HStiN.tAtpNS Hi[b 1rOW FlY11E OJY.GNCB. MNlWM Mlkgll SPACW06 AND 1aNB/tN EDaE-O>g1'A1Kt ARE eSiCATEQ ON 71ls SCIfEOIAF.. i'OR F d, tET4 TtRN: IIANGUEO ON SciMsuLE aQucE ANctRal SPAOYIa HY MLUPL1tWd SPAC5t6 S}eRIN ON 5g1EAIL 9Y THE FaunAtrlO FACE. F'OR nys OAERMront m � PaSallE. AEv+IGEa s1+AGNtc OsiAnlQt umla FAcrne s71Au Hof � LESS THAY WNAAaY BPACBNI IMMCA?E9 FOR fAGW AtMNOR TYPE MI THB SCHEbUt& 7/4'e 7 a'e ,HP[ iWICWt MHBMIaA A,ipARt ffit/.7q Poi 3 s' rellSeN!!BQ C#rmFFde (,hj 5 3 rm+resrFm# artr..l. eNw Oil 5 5 +tz lael 1� al�eft RsJ /ACRJIL 1 tn• _ Y a90 i.aH MAX,. AS.D. DESIGN �� (pa.1.) MAXRAIM ANCHORS SPACR#G FOR E,D. AS SHOWN GN SHE£is a 8 7 APPLICpB(E. T� � �. 1}R)1 P�. IF�dTH (H j TAN AC SCREW PAN£CMATE FETA4LE � PANEIIMTE PLUS : W�p gUStffidG fY iS` IY 13" 73" tW (TOP} t3'_ t3' $' tw (eariaM) 6 t /2 B t ' j2 B t * f a B I /2 B 1 2` j R� a t 4" f t2 1 2` j 6 1 4' ! TW tewaT�•) 7" LESS 7 t /T g. g` a JY/ {$OTfON4 1 J^ 1 " ] 13" 3 w (� +•45�-43 +T3.-Ts 73` iJ' tY 13` fY 4W (BfYiTtRd), tY 7Y 13• 13' 30` - tw {TdP 1Y t3' 13` T3' tw {BOTTOM) B 1/2" $ 1/2` b TfY $ 1/2` 8 if2' ([QP) b tj4" 12 i/a' B t/#^ fiY (BOTT? >+,� * 4 7 YJ2" T If2' - (TOPj 7"-S• g' GrorTdlf) t 3 12 7 3 1 3 st /2 w IS' 13" fY 13' 10" 4W (g0if41A} fANL 0.5,0. DESIGN PREs9URE RATIWG tP•y.(.j NYJtIFNM ANCHORS SP.ACaiG FCR Mdi E.D. PER S1:HEDL1(•E )1£EDW '�° Rt fA#XIYUM PANEL (.ENcm ,: L MAX. A:S.D.: OEsiDN PRESSURE RATING 4VOBMSBA A##G970RS SPACING F9R MW-EA, PER SCHEWL,£ i#)IlYI +�' � O DF ism• 1£narH: *L (7b) -T1vsCRW sgJD-9Ef Pr'EMFtt �. ��PIAIs .. �AiMG•-tuluN Cuv.lc-lJi $� TAPCCN SDfJA-.sET ID. Z+_WA1LN#- GAus-1N lb td to to m ro SOW) to In ro _ to m +i3, -#a � 13` t3 73 f1 to 73 1Y f ;ipP} OR Y,Ess. + �'4•f' -gg tY 13. tY t3 13 t3 1Y 13 1Y iY 13 Y 1 2 rTOPj s•-&` LE"s'S, tY 73' 13' 13' tY 13" 11' ,a' t3" 13' tY 7Y i {gOT10Nt) TY 73' tY fY tY t3" 4Y lY IY 11" 71* 11 lf2 7 ($Di!CMA) Y ] t S' 3 i3' t Y t ' 7 73" 2 13` f3' 1 " fY lY tY 13" 13" tY Y 1, i 2 OP (1 ) 1Y E 13` 7Y 13' 13` 13• fs^ t3` ?Y 13' tY 73' T �T1TDY (. } 1' 3 i Y t3` fY f 3 1Y 1 Y ta' Y Y 13" 1 3 ' tt 1 f T 2 �TTaM} lY i}' 1Y IY 13' 1Y 7]' 13' a3" 13' Ib" T3 " 3 tTOP) ,J° tY tl f /2 3 (TqP } - 12 if 72 t/T a 1/4' B 1/4` 2 Y/2'ia ifT^ - 8 1/#" B if4' 3 (HOTiOLd} - - 12 i/2',2 i/4 a 1f4` 8 If#' 2 ifa x i/a - - B 7/i* b t%4' S (BOnONt}' a' B� $' e' $" a" e• $• a" 71 f2 • � (T1tP} 1 e• B• e* s- 4 B B a a g (BCtTTD� $ $ a a a (�ITIQN4 ' t..` t3" tY 13^ 73' 13' 13" -. 13" tJ` tS' 5.(TOP) i5` 43.' T3" 73' t3" fY lY 13" 13" 71 ljT (Td� 13_ is 1J 13 t3 i3' 73 tY- a3 13 IS T3 (B6T,ON4 1} 73 11 IS• 13 13 1Y 11 ) }3' tS' 13" 1J` 1Y 13` ,3' 1]' il` t3' 13" 1J' B (T1W) 13' 13' 7Y T tY i3' 7J' lY t3' 1J' }3' 13' it if2 a {VOID 8 t/4' B 1/4 B 1f4::.B t/#" - - 8 1 #' 8 1/4• B ,•') - b if4' 8 tJ1` 8 1/#' B 1f#" -tft' 8 ($OTT'.`•} to i i T' 13' T' T tfa s 1 2 tJ' # i ` 1:(70P) DB TD 9Y B` 13' t3* TjY a 1j2' 8 1/Y 1Y 5 i/2 t (TOP) TO 81•.6" tY t3' t3'..: 8 t/2 13' 8 lfei TO 1j2. T t/2 13' Y t (BOTTOM) 13' 7 1/2• 73• f3' 1Y 10" 13' 1d` 11' $" -- tY 8 1/2' r (I7rnTap. tY 5: 13' td 1/2 73' 7' 13• 7' T 9f2. a f/2 13' � 1/2" (1OP) }3" e• 13" 13" ,3^ $ r/2' tY a lf2` 11 1/2` 5 tj2' t3' g fjT` 2 (ADP) 13` T^ 13' iS' iY....8 tj2 a3' 4 7/2 tf2 t3' S //Y 2 (aDTTOM):. 13" T 1/Y tY : fY 13' 10".. : 13 79` ?Y Y i3' :5 i Y 2 (Ba1tDMJ SY T t3 13 QY 8 7fR. 13 H 1/2 0 i/x T f/a' 13 a:..l%R 13• 7 fY 13 #3 13 70 4Y AO 11 9 a? l -. - Y2 1 2 ! -g"' 2 B g 1 '4`. j a i H' f 2 1/2" $ f B ij#' .4-:f#" (�TIaM}. - '- to ffa a 7/°2 B If# lalf? t?if1 3 (BDTR.IN) 7" g^ 9 t/2' 4` '# t/?" Y b t/Y. J {Rri'} a'... 6• T* 4' a^ x" i ifa" S lfT^ 6 lja° Y 4 (Ti1P) g• - B' .. �* g' - 9 4fa". - 7 ijY. _ 4 e" - $° �• E` - $' _ T/T^ - 4 D3QTTW) }a` 13' 1Y 8' t/2^ 13' S f/2' D' 1/?-.7 1/2' !3" b" ) 13" 71` $' lY 8 1/2" B (TgPJ tY 7" 13' 13" T3` a i/2" 13` 8 tfa' 0 1fT T 1fY 73' S YfZ' B (BOTTOM) tY 8 TfY tY }Y ($DTroM) tY 5' i3' 10 1/T 13' T' IY 7" T 9f2' 5 7f2" tY 4 1/2" g {Tt'W) IY a' 73" 33• 7Y $ I/2' 1Y b. i/2' 4 i/Y B //2• 13' S 1/2" B LADE) - - B f/4". B 1 4" B 1/4' 8 (BgTi.^'} - fi ifa" 8 t/#^ 5 - $if4` SFE SHtT,T ti (OR ANL51d19 "f7FE ♦ S7+ACHiG:OR yATAUILtONS Nntt YIOLYY :kMIE &IRBBIC6. tl MYIWItY AWg9gR SPACeSb AIYY WlAtlIY EaC6 a4tANCE ARE &a�AlEO ON TABS SL1H:atAE iVR B_a. � TIMq HStGIED aN Barebra,E REa110E A,1etroR sPAaec sir 1l1LT94YiNG BPAawe SHOWN oN aaHEa+ILe sT 7tE ttxtOewn F7A:RIRH. iiBF T14'S aPErtAtR51 Ta gE {'aSSI$E• FEOIYaEa SPACyyx n8fA4i80 �etb FACTOR 5T1,4L MOY BE 1€4S TlYN MMWY SPAGIN ra7MAtER FaR FA4f ANptLW TYPE ON aHts TCFffO1Rf. f/4•! tfaY !fa'i 1/#L i/ai_ 1f#•. NrC�TYPE tRRaaN HAS-Eff a LYYL-N1aN aNX-IN ' MIlAMI1M ANC#gR (In.) a 5 i 3 ? ,f9' 3' In AYIWAWA (y.) 3 $7fY pgtAMtE (ca.J smc 5 5 +rr � tn• a in a 1rr , AL'R14, fLTi i TAQTQR - � ... s �� aJli 83u - e5s p asa ,Ale +m - _ Ass ,• SPA ONLY VP1ID WHEN S�tS Il�U. SEE T #1 F13R MAX. AS.D. .. DESIGN LOADS k MAX. PAN)3 YAiFN SPACER USED. .IOFe,Fi,�. A ASD. DE5I�f LOAD ��� �' 4Q PSF 0R LESS 6'-6' > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 6L7 PSF 5'-70` _....._._._... �_...__-.._,...,..._....:........,,___-.�-....„,•+WCligks (SEE SECT?ON5 h ARTENNA.fNES 4W 5HEE7S Y.3. 14. 75 D.M.: Z. 3" NVr1i R-LAft3t R-2Af13c R-3A/14, R-fBf1S. R-2Bf13, R-36f1#, Y �-� j R-tAWf15, R-2AW/75, R-3AWft6. R-fBWf15. R-28W/f5, R-SB)Yf16. of i�l 6 O 1 4') t> t! A i i 1 � I I 1 i I i ff jI t t Lj2 I � 1 4"tl-2Qx1"rSS, �i'S 11i� I I .L. PAt�L �• � 7`-$') ! PANEL LENGki PANES.. .REGULAR STQkM PANEL $" O . -40A 17.e.Y- L ,R�(fUR i ') i i- i { i 1 1 MID P DR7 {' OVERLAP ANEL TEN. a(N. ,f i i h f- 1 I I 1 I si I 44O"D -s4,o r, : 'STORM PANF1 , P+� I t (WfO OVFdiuP MW PANSY. tENDi11 gOLt) t f r i } E f 1 I t _ A A i� 2'-B` MIN. P LENGTH iNSTALLATiO� �I�I�F�i ,1�FE SAFETY pAN�L {1l INTO WOOD STRUOT�RES r �'•,, ,r i� HPMER +: �` ifEADER ''e. ,r'"'`P HEADER "�•., ,,,,,,•P f 117� HEADER i t� � / ��•+� - REOUIIiEO �. .. Ci#lifii - ''�' ,".,� ..,ram' 1 t 1 <^e TAPCDN. �a �! TAPCDN' F t t #'e TAPCON r : 1 4h TAPCD!! AI}CkWR O 9" DC. OR O 4" q.G T . } � 1/2' .lj;* i T1'i* '.1 j+• i . t 7i - 1fx` 1 4• (I� a „tl#'t..2aet• tJ4Y-2PIt:° 9 i#....,..._ ttg:ni w i 11 1 T Y-9YY'I' I111 '•• y}1 BaiS Y EtOSTI R r-.- = �,::- .+^�' .-,_. AT G, u p._, .�fi_'•r.c .)�.`�,;�: AT S. RLASS� EXt571fjG�l , i` W.%. PAN LENGTH � (sEE F3FVATION V 1 � 1' �. 7 e• LSEs ETEi'ATi[w I 1-L(PMIEL IENOTH qN SHEET a2I U 1 L PANEL L€HGDi qH SetEET lq) i EeE aEVAn9N EuvAT1ON RI I 1 INN SHEET 1T) l3) r 1 t, t 11 i r�c-•",--'"" S 91---SEPAw�ltgTl 9 Mini { - TO gtASS. ,..¢ _-_ .'-� � jI--SEPARA77CNt`-' 1 ',:J iG'---SERARAnON- �2 t W! / R R»--•SEPARATCgN... , # 1Q RtA55. eN TCS GLASS, Ial do ` ' ` a ;;+ • 12 in, I � r-.. •. , .!'''tl . l3 1n' I f- .. . .,., y 1 �..,,� i3 i 1 } t'�.wa��r s. 1�/dBMo Ns 1 k ` 4-.j� �J (i i ' ' - L✓ PUNTS y ! 9 . ' L REAUIi�D +? ( l.. • ,7 fn 0.a r' a 4's TAitCtRa • , ,.,: - t #'H TAPCON _ IWCNOR O 9" q:Q � {O.C. D,C: PUTS �°(C L t W/ '�1it0 l � l Si/�.RERF17 Wf' Sntil v �` S PIAQUtRED r #"! TAI'CON WOOD„_x`tA4" 'Ng41% I C.,- PTA " PIA t I i_�6,.<.._.,, REWIRED REOUIREO _....i R� ���� �����-1� ��T�E 141fL1t,L.MQ,iII�Ill�4 H+7 WALL MOUNTINGS SCALE J/8y1� `°•.� FLDRIDA BUILDING CODE (Ndn NT h YNoc Nurriaane tone L. INSTALLATItON ARE ONLY VALID FOR A.S.O. DESIGN = • 4A167 z �� TRtBra. INre 24 GAGE GALVANIZED STEfI. STORY PANEL � PRESSURE RAriNG5 (ps,!) AND PANEL LENGTHS AS � r � C O lNt. AL PR(iTECTiQ� PRQDUCT$� Lid". � Lp PER E].iYAT10N ON SHEET i2, STATE - ` 2. FOR NEW WOOD FRAME CONSTRUCTION• WQ04 .aoo gay. gt Sttecr T!�t3'• ft QR4�� � y� `�dA2+r7 yw. a. r� vrw aN� n. suu . . wr. rw me�asa. rs. a+r AfEM6ERS TO BE SOUTiiERN PINE No 2, W/ SPE0IFIC ,.+' Hwtic FAIa -BlHT 2D-175 ... DENSITY OF 0.59 OR EQUAL. ' Sr� ' �WMT"7H aNr I.�w> w. r.w ttt..,. Bw tw#Ptn wo: � : ,�TS;q PNtiN96/OATE M!!Nt aTttBR A nl/.Tr rn. P.L , rt•tu :.. SWar lr :tr ib t MAIL AS.D. PRESSURE RATING MAXBltaA AttCNDRS 5PA{nYIG FOR MR iD; PER � gFAAW £ III: AWi1MUA1 PAF91. tEt10?H ({t.) MAX. As.4. DESIGN PRESSURE D (�P+A-� WUOIAUM ANCHORS SPACING ft1R ARN E.D. PFJt sCtlEouLE BELOW � NICAa1.E g �, ALAttydUM AWE{` 4lMGili `L` (n.) 1APCDM S(A,1D-SET 10 P4i13 iNAr,C•-HA1L1N CALK -AN F7PCDN S01!(}-SET ID NPII�)S 7AMAC-WAB.Ut CAI„•-k1 � . CSN6Ttdt[ aa�tE td Tb 'Lva7 t0 W t6 -' to b 1/Y a4 fo � >+53, -$S ro tY tl` 7}` t3' tY 1Y 13" 72* fb' tb' 1 DR +TS. -7b m +77A-it48 t3' S 1J' IO t 1J' $ t/? tY 7 TfY 5 7/2' 13^ a tfa' 1 D t3' ti` iY t]" 1Y 73` 11* ?a" i3` 10' i GTQ7Tm+J tY b t/2' t]' lY iY 9' tY 8' 10' 7 1f2" 13• Y I (BOTTOM) tY 1t' t Y t3' t3' fY 1 Y (TOP) tY S. 13' 10t SY 5 51 Y 712'st ' tY tt` f3` T3' 73' lY ta' k Y il' fa " 2 (BOTTOM T l Y T" 13' i3' f3' t3 fY ) 4 g077DM t3' 1t* i3` tY 13` f3' t]" Cr` T3• i0' (�1 iY 1' tS` t}• la" 9 t?' / 1b 9i YI!! / 1/2' 71?• / t3' 8` 3 (TOP) - •- lT t T 72. 1/a :8 tf#* 5 tf#• 1.71 - '- 5 If4•. 6 ifFl`.S ATOM} -. - 2 i/T°. 2 tf2 B if#' Tile 2 ifA 8 1jk : - - B Tf4•' 3 (BOTPOMj e` 6" # 3, $" s 9/2' 3" 3 1/2" C 4" 4 ofa• 3" B i $ 1/Y 4 (TOP) B• - B"..... - g' - b" a 9 g # (90T117A!). B 7" (BOIt"aW3 lY -. }t' tY � 13' 13^ t3' 7S' 93• 13` tJ` ID" 3 _ tY ta` 7 7f2' 73' B^ (TiS) iS' tY` t3" 1J` 13`- 13` ,3' tY 93' t2' 13" 10" (tWftDNJ fd' 7` 73' 13' iY 9 i/2' lY a ita ifa' 5 (BgTTW1) tJ" if' 1}" 73' t3` tY tl' 13' 13' : 1Y t3' 10• 5 {(OP) a3' b' tS` fD 1 tY 8 t/Y fY 8 if2' T 1/2` 41/a' r3` � tfa" 6 (nwJ 8 Yfa' 8 t/4' 0 }/4' $ t/;' - - - -- 5 tfi` b t/4' B (aOTT!•} 8 1j4' B ifs' 8 lfi' b if#` 8 1 a` a 1 4". - - 8 t P b i 4` b (BdTf.*•) tY T 1/2' 93' 13' iJ" 1fY fY to' tT` g^.. _ T3` g 1/2' t (Top) - }y g'-D 73' a' 13` tD 1/T t3• 6 1 13' S t 7 i B 1/2` 13' 4.1 2' t (TOP) ._ _ >a g` TO Y.,b• 13" 7 !j2' SY 13' /Y iR if2 jr 10 t/2 , ijY 9' tY 7' i {gt7�e) i3^ 8 }/Y 13' tY 9Y 9' t1` a' 14` T 1/?" lY 5: 1 (BDITOM) 73° ?..ij?` 43" 1J" 71' f0^:. 13"... f0" It. _ 9' IjT' ? (TbP) 13` S' 13' iN 1f2. t]" g 1f2`. 11" B t/Y -1/1* 7 1jx` 5 f%C. 13' a 7j2' t (TOP) l3" f 93` iS* di. fz iS" ?Q 1f2 tt t " g"(gOTiD:t) 13`. Y'. f]' 93' 13° 8 IjT' 13' 8 td tfYT 1fY 1J' (BdTTOM) tJ 7. T tJ 1J 13 fia 1/2' . kJ 1D / $ f Yt 1/2- �.. 13 7* (TOP) : }J"- 7 tY t3 iY a If2 73 9 12 10 2 f 7 /? 13 B. t? 1/3 B 1/#* a tf4' :.. JfY a 1/#• ; - _ 6. 1f#' B {/4" 3 (aOTTOM) - - 2 if2"12 1/ B 1jY...0 1/#` ? i/?• E 1f+": - _. B ij#* 8 1/4" 3 (BO1T01Q T a/T' Atf2*. a* 6` T ljT` 4* # (T(1P) # 1j?' 3" b 1fY R fijY {TD?) a` e' - 5' - - S. -. !, T - {BatroMJ. 13` T if2` f3' la" i3" tot%T i3' 10 tj2 Yl 1f y 8' fY T" S iT#} i3' 13' 13` 7t3' 7" S {�TrbM) 13' 9 i/Y f0 t/2' 7 t/Y 53' 9* TBOTTOM} 71` tY 7' 8 [T�J1/2' 1Y 5 tfx' i t/2' f3• #. t/T' (>✓� B t1/4" 5 ,/4' 8 I)riTi.'•) _ - 8 i/4' S tja' 6 t/a' B 1/#' - - - - e i 4" b lj#' B BbtL^•) 9EE 3l9fT 11fa6. ANOHORS TYPE R 59ALT1Ni'rL� HYSIN,UYitlWB Btlq 1tO0O 61GME • Yp6MW1 ANOHOR �iG1Pi8 AfAi YHBYW EDGE NS7ANtX #� IN6�(Iip 017 T1e5 tKHTAUIf. #,Nt Ed. L65 THAN IfIfACAF-a aN SClRMRE RFatAAT AN4,Oy SPACg10 BY Ma71PLt1NG SPAC#Ks Oroem ON b'CIIFaYSF Ire t1E F{Al4AAS ietlaRb. nNl Tf73 lN'�F7SW tD BE 1NISSIN.E. IfEaa66Q SiY1CBS ItBi/w1EF) 115H1a FA^tOR S11NLL NOT BE LESS itMN MBWIylY 15NtdS fAYYGDBL FOR OtQi ANCNOA TYPE a+ i11R saftmut AfIlY1L}R ,� t/#S tA'• 1!t'r / 41 1jt'. tj#•s �TY'NII etiS•6if Raft141I 1AYtl-11➢t#i Fd6K-W YeeYw AN(RIOR �AI�A: 3 ] i y f/i - �� 5 a an' r a a 7/ffi a iNytANEe {pA.) t� 6 a Yn' X.7�i• ri",n a ln" a BXbE OkAANCH .)... FAC10R Hum 3 ,Iz• - fa5 - ta5 Lac � SPACINGS i'/FkY VALID WHEN SPACER 1S LISET3. SEE T /1 fiSEt MAX. AS.D. DESIGN LOADS do MAXMAJ(: PANEL LENGTtLS WF�ti. SPACF1t t5 USED. SEE 5}1EBYa ig ds 1g f� ANOHORS ATiCM1N7 TYPE TYPE Tii 'SPAClBk; FOR y16TAnArx+Ns RRa tARi`Ayi 4kLN9lMA1RtgR S.A4ttAS .YS YBIBYHe LBNMYLt.. AWAYa11 /vAaAe MJ b rY� Or•,• (On.7 �„,�trbN.e.a ONA DaJ } EOOE DSTAt&`E AkE RIOICATP� aN T/68 RSIROIAL FOR E.A Lcss THw etROtTFn aW SCHEDULE REDUCE ANYfOR StVd3NG s. BY MI6-t+PLYBx SPACING "�R1w71 OW SCHEDULE aT O# faNllAnN9 FACrOiS FOR TIBB DI•E,N7IYJN Po BB Pogs19LE. PFOI10Ea BPXRWB D$1NNED u8y19 FAC1Dk'S1W1. IAfl, � L65^u THAN y� O■y� , tja*, 5• O.tKt YM5N1M SPARyHO l'i11 FtXt EACH rxataR TYPE ON t16s geHEDULE. O INTO 1yQO� STRIJC7URES L }t 11 `�. =f: .• $t! -�' _N�DD HEADER' _i'- wDOD NEAE�R ,.•+' j 'REoialRED ,�' OutRED h 14 - '•�. �? •"t 44 TAPCON t 't 4"r TAPCQN f 9�`D.G MR 6 t '• t4� f9�" �O.C, g f I f� rI� �✓ � t /� I�.G�° �P I 1 E%b11NSt*g 1 1yaW-3M' .,. tall PAA!{L. IENOTflc� "l" MAX. N I R y (SEE ELEiN.Tidi ��' a f ON SHEET t2i R I tf 0 GE+li5: I �j PLS17: IsuTE � REQUIRED REQWREQ .. PANELMATE PLUS 1/4-0 P... E P y.,,. ANFLAfAT 6US ANCHOR o vz 1/z" aC.. ANCIwk a tz 1/T' D.a IIIIILlkr WALL MOUNTINGS /LR 0. TI(�/� "'_"SCALE 3fe"'�"� _ D 441B7 x FLORIDA BUILDING CODE (Nod High Velocity Nu "no Zot7s) /. INSTALLATION ARE ONLY VAIJD FOR MAX. A.s.D. ?* " STATE OF t#lEca fNa 24 GAGE GALVANIZED STEEL STORY PANEL IfAeYH en DESIGN PRESSURE RATINGS (P•a,7) AND PANEL =Flo''• f�OR - 3� a GLOBAL PROTECTION PRODUCTS, U.C. LENGTHS AS PER ELEVATION ON SHEET f2. IL ECO HNC, 2, FOR NEW jN444 FRAME CONSTRUCTION; WOODS/QNAl.4•� { 7 kr #ex s: 7t4 aXOweosL mw � n�tsaua MEMBERS TO BE SOUTHERN PINE No 2r Wf SPECIFIC lNuuHl{uY"(H6.yny6-TSK, sAt: {46sJBN-b7er 2D-i75 DENSITY OF 0.55 OR EQUAL. tx-bafatm �:•' •a •�"++ Bte1nit5 R" PS. �xJslWaltua£/t1#ly TH7 A tRiir A,y RB qtl ,Fi r"''. Sow III 16 aF ie ..II I.L.,I,P 1, hl , .116. lr lV. 1 .1 ­1 :3.e1 „. 1:a 1 : is I EZ1/48, EZ1 W/18 ANCHORS --(SEE SECnON Ezi & ALTarmin EZftww ON SHEET ie) 1, • .i ;(SEE NOTE Z)-�'/w''zC% rat(♦DSE E)� ST4Xr s.Y�, 1 I =• O.I&�FrUMR'IdY * LAST PANEL Q TO BE INSTALLED AT EACH OPENING SHALL ALWAYS 6E ,DI o O c - PROVIDED W! REAL; HANDLE TO FACILITATE INSTALLATION IF INTENDED '{ • • • - 'rp BE INFROM t ODE OF STRUCTURE. 11t.�.i NOM SO ' 1'- --r-r-r-r -r-r-'-r-r-� g T-s'-.".r-.:_•�..-t-.r.' - (-_'1'.-(.-T' •L• (1). : !•;-2 HANG STORM PANEL SYSTEM (COO PANEL) I (INTERIOR PANEL) INTERIOR PANEL) #• ' (INTERIOR PANEL) (FN0 PANEL) 11 C0N51 NG OF PANEL. Cant-. TRACKS TOP & BOTTOM. SEE NOTES 2, 3, 4 ( SEE NOTES 2, 3, 4 '' TRACK (2). ENO PAGE STOP ALW 8E CONNE B TO AT OTHERWISE A STEP BAIT SEWI BE PROVIDED AT TOP OF SUCH 11 Yk'E, p PANEL LENGn1 PANELS. j ]g _. , i Is. ._:H ;;IL ^: - * 44 x./- MLO Per i. : (3), IF END PANELS ARE 1.' ME:TEED TO BOTTOM TRACK, CONNECTION I jL �- IIII ' • .. _ _ - [ SHALL CONSIST OF 1/4-0-20w3/4 M.S. W/ 7f8tits/3P" WING i LTEO PANEas WI tfw- V` 1 NUT OR 1/4"0x3/4" Min, THUMBSCREW INTO 'TAPPED BOTTOM 11t I1IiI j{{ f TRACK, FIAT F OF FASTENERS EN MAY k_ AT L7f41ER OF TWO I (SE 9a.rSi ISLE SECitOt15 AS APPLMAgi£) � EXTERIOR FLAT P'LNdG� OF END PANEL. _ J. L. . I j... _-_ - -..I._ . APPL ;; CASEAREY TED O (+). INBOTTOM PBAR - - ._ IS ONLANEIS - i - � - _ (i.e. A STOP USED�AT TOP) AT LEST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS q, y - INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF JJ_LL 1J_LLJJILIJJ_LL �JILLJJ�t L1 llli-JJ_L E JJ11{ 1JJ__L _J -,-1 i PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. 3 Y r ' am Na'IE 4.--.�.' 3' Ya'r. L- •,_• ._ ONLY D FOR YINO t 1 3 7 Wf ]' LRn. t INSTSPEAL ATIONUP mV RS) ANCHORS �_'-. µ-" "(SEE -1- L21 A, ALTERNATIVE E71W ON Sr+EET E`Yt /18, EZtW/18TYPICAL ELEYM19S MR SERIES, 2000 - ti SCALE: 3/32"=l" �\ 1/4- Yea. GAP 2 �F*(Awl OVERLAP +<t wrlolE vAtler) "i MAX. CAP _.__< SECTION A -A rrrdranupn4rary! SCALE: 3/32-=I" FLORIDA BUILDING CODE Non 141 h Vililocity Hu cone Zane) rRfrm. FX 24 -GAGE GALVANIZED STEEL STORY PANEL' .44167 *' 4 GLOBAL PROTECTION PRODUCTS] LLC. car ° STATED Ii EC t9ee. ItAw TK O'•. � te,m. set#anw-xlu.waoe]°L-slat ' 110 flAM& n,S20-175 AI -rasa TAx; 1A6ak'AI-arar .t]pwr]r pa r.NasG w uaawNc Nx Anhf rrrr#I{HHL+' waL,TER A 7W Lai h E. pq 91FEf #T er ]4 ENGINEERING Er4GINceRiNG ExPReastO PR130UCT EVALUATIOP4 REP01tT Sapta{rlber 16, 2020 ApplIcation Number: 1786g, t - R2 EX Project Numbec 20 315d3 Product Manufacturer' All Amercan Shutters and Glass ManufactuxerAddress tUDDonnaRoad West Patin Beach. FL 33409 Product Name & Description: 249a Galvanized Steel Storm Panels Large Mlisafte Impact Resistant Scope of Evaluation. This Product Evaluation Report is being issuedin accordance with the requirementsoftha flo kla Department of Business and prafa^,slarrel )regulation (Florida Building Commission) Rule Chapter 61 G20-3,005, F.A.C., for statewide acceptance per Method i(d). The product noted above ties beery tested andlor evaluated as sumlrwdzad herein to show compliance with the Florida Bo Code Seventh Edition (2020) and is, for thepurpose intended, at least equivalent to that roq t7y the Cade. Re.evaluatlon of this product shall be required following perhtiont Florida But Iding Coda mod ifte atione or revisions: Substantiating Data. RO���A��ON����S P EX drawing #20.31643 filled 124ga Gelvanr[ed Steel Storm Panels (HVHZ & Non-HVHZ)", sheets 1-5. prepared Dy Engineering Express, signed S sealed by Frank Bernardo, P.E, Is an Integral part ofthis Evaluation Report. TEST'REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test taport(s) #ST-ASG-17-004 by Biackwater Testing, Inc. Large missile impact resistance and eyckc loading performance has been testad In accordance with TAS 201 and TAS 203 tart standards per test report(e) #ST-ASG-17-001 by BiadaVater Testing, inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which ovaloatathe product based on comparative and/or rational ans" to qualify the following design criteria: 1. Maximum Allowable liparts, 2, Minimum Altiwable Sports 3. Minimum GlossSepara5tln 4. Anchor Spacing 160 SW 1211 AVENUE SUITE 106, DERRFI#LO BEACH, FLORIDA 33442 (954) 354-0661) 1(066) 396-9999 TEAM@EHGINEFRING EXPRESS,COM ENGINEeAiNGEXPREsS,CON MAMP ENGINEERING Page 2 Of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used In the design of Ih(s product. Separation Irom glazing is not required for installations outside at wind zone 4 and essential taailNes., Impact Resistance: Large, Impact Resistance Has been demonstrated atad as evidenced in prevNuW katad testTaport)s)'.andls accounted for In the argineenng design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated In the Spoon achedule(s) un the respective Product Evaluation Document ilm, engineering drawing). Installation This product shall be Installed In strict Compliance with its respective Product Evaluation Document (i,e-, engineering drawfrlg), along with an components noted Ifterehn, Product compronents shall be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & ConoWlons of Use: Usa orthle product sha0 be in strict accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted herein, All supporting hcat structures snail be designed 10 resist akaupenm�sed Loads silo shah , of a material gated`lartprodlrGt'srespectiveanchorschedule, HoststruGWxerXlilditioDawflioharenoteGGounladtdr In this product's respective anchor schedule shall tie designed for an a site-apecific basis by a registered professional engineer, All components which are pamlanedtly Installed shall be protected against corrosion, contamination, and other such damage at all times, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). RespeL-tlilllg, a ~ Frank Bennalrdo,PE EivatNEERING &PRESBV OPEW46349,I Cert. Auth, 9985 160'SW 121N AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAK@ENGiNEERINGE%PRES`a.CON ENGINEERINGEXPRESS.LD:N I�1'AR7•i w. a- ra.U.II 0:_ -: fY s.. _ ',•e ,yt' A.- 0 .ara.LL pp''y"k• }tltkH�:A- =CV RiTI4,N. N � r 1#L JR'33L+t .c F 311 tYi 'ti1HLL, Cf lit YnG Tfi'z u�P •:F Inn J-^-4Y: #- _ pit T W airiq I: "r 1f nil.. uls w N 1L ls - N- 1- IF1 , I I I y'�°' - wW ,,I u "14'r,`4YA L .. t h A 3 i s 4 a�i I t ID iC4 # Y Y;a 1, �C N m Ifi ..a e I " N� Y Sy spy e11A-L - r H Jam' �" .•.-n"- , 4 ri s: k it r_ po L N h'L O i _u 'Yn 3t' O n Vie` fry M L Z71 a V .. L _ I.NUW I"N +. ..• i ': HWI Arai - L. A J _ 4. , Y �l g .aA9lil '+` rA WE r_ -fG3��p1NtYI•� ry '1,f z aaa c Fa. rvrs C �q atn, ri k rl 'It13Li•'L';, 1U1 'P ''tss ,l ,iLYJ-O H 1 H SbC O OUN] ❑xIDHI . £lLiHGYnO ft M ^•:A I, 4 ,'I, ��ul 'TYX al nlf NSNINI rs:i UclN i �{lt $rt +r , °. Id �1 Y7 _&Y;SY LZa & tl Vatl 4J z - 3istad < •.c -. �H�--i:.! wrrfcxr.1 mrF Z � � � y � �. H A n Y!Au M Hr ous=cnee-_ 1'n to :'+ u.� .:-rYt Ra x=iF*rv.-•ifi d m ,q1 U {e ❑ :•rJJa];�Irw'I`, �,tu�',N,_-i'� x A }t+J "P<L'[-�Y q'iP', I. Ivw.Mav vns2v - W lo, F � 'rnn>Ff MF.T, � iw i])Z-:i'til. _.. - t �' _ .. r v:•' x :a; .c � - ' ',6?E .. �P_'YrCL'tr -. .. i'w' n',<x:,nt2m •i,a iv; :. •. zra,c..r.).]atJisaxa.,>I:- ., .. cr11 IN. NIDM - ., Fi I y 9@ �5x=4. L, { _ ?�k J_ M e -hVix t ti iS J ! N tt f ia+L nU+F.tuS M tinL;id +rn.: I All N47e' SU�x1 P { F 1` IP Y I 1 ] I i` °` a�[: _.FAee I zl r•.�:�da lz - cc - -i 'POPllale rawLcare II 4 MGEOtsC[[iPRON:.. <9I q I, W W 'CS G I�. ',�' {�: r _. �V OPTSOta.LTOPILOTIDMAtr33UR5 OETAa. "IV 3 y l ) l t-Y >>gg� F(i iC,. rl lfiF ay^,rAL.:' : II rlr F. '.InX. .8^. = In-4m, Ir h uxJf - +�4JVS'U,E f't t]ItINtiI{19(1NIntMtNr S'Ca1nN ,3-'y'F' L2ru4:K(kLR+Md N NJtlI tJ1,AI53N Y,:/ I T _pgS PouRED 4APCOH •.. CONCRETE BLOCK x 4'6 / z t 1SC�M HEX HEAD 1/4'0 TAPCON 140* HEX HEAD TEK JUNCHOR 12' D.C. � ? FROM WWD REouiFFO - }• 1 I !/ 1 TEX -I I FROM � 1i/s• t (1J t \ 1 I (1 _ EDGE OF064- ! Y r2 + 1/2* �) + t 1 2 SzoNr - V;$4.ti W OBI'- ,,.T2. A �a ]/._-,. ., ._, ., ....., I •r J. G.TS �i #' Yin fi-SEPARKBID E7tl TOle6-55N - l AINUM POP7N'--5{tl ARATOM __.-ALUAHNUM POP f RIVET a 1 i t V-0, --tig h Mal R -- t - e'-0- MAY, w VALeouH.w-._ T _. ___'-"___-') PANEL LENOTM # d18. eRti]w ® -"'N""' _-.'-..'-."..--.� PANEL LENGTH # 3 RG i Pam-1, tI-SEPAR# i I TD GUU^5 1�-SEP/1RATtDAI- I '-1`/•�4`� SOLI , j THLRABSCREW -V ! .q 's-20xz* i G 11 T4 CLASS. OF f a n � � J; t t'---- {` , i ,� -,,,ft 41 IAPCON ANCHOR 1/4-0 TAPCON .! ISraiG ADORED: ANCHOR O 12" . D.C.'Q`.• .' V I L I T 3 '` 2*a4'.wow RM BOR LOCK ' .;_�bq ._-1. .i ACQUIRED WALL WOUNTINC WALL MOUNTiNG 4'SF.O()N EZl SCALE 3/8=1" ALTERMTIVEEZIW SCALE 3/8-1" ,y�txxixntNxyL d - 'yGENSIC r*` TCone >1 ff5: ]k MNN• PANEL LENGTH FOR DESIGN SHALL BE 2'-6' r $ O; 4'E _ ; i Most TA11041 Plc. FLORIDA BUILDING CODE (Non High Vsloefty Wit ' 24 GAGE GALVANIZED STEEL STORM PANEL Iona) t.P. ev'*N s+: 1. INSTALLATION ARE ONLY VALID MAX. A.S.D. PRESSURE RATING +/- 40.0 p.s.t, AND B'-0* MAX STATED - a7lYPI�A IL E C G inc GLOBAL PROTECTION PRODUCTS, LLC. win PANEL LENGTH, 2. FOR. NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS YO' SOUTHERN PINE No 2, W/ SPECihiD'++.. y ]'. a Cif: iQET11'i -, �Z.r.: "` !!Alf 4qr. NB "- coYP P�: , • Pf-0%m, v,mw{wmA, Ta : an"]Na "A6L*h°1sm]4 n- urAr 6 M+1Pd 4AAaM�-rs+ls. tAz: aga}tBA'+east 20-175 DENSITY OF 0:55 OR .EQUAL „-. aV- F4 + a In rNLNtil5Mlt ,t3aaN4rlAtE,(pNR aaa A &, Pz. , m ,>_ , IS Awn IS LK De ALL AMERICAN SHUTTERS AND GLASS ,24ga GALVANIZED STEEL STORM PANELS �HVHZ SL NON-HVHZ) TOP MOUNT CONK iY LmaX ( As H€Rn (55YRUAs TUN) ${51TOM a� OUNT LgONN TY A6+RE4'Q) � w o a Z � TOP MOUM {.COON TYPE 1=4 R) --DESTRUCTION (LOCATION MAY VARYT- S] 60TRIM r�qur'tr jCONN VPF A5 hE4'ii9' (SPAN I EL01'W OBSTRUCTION) IpANEL4 MAY.NE r1G'TA:HED A5 RtY2ULILED TWAT TcHED ATIDYN}S,�A�NIX ANCHOR3,Ai1E'ilS blV}}�CH-3PJ1SP`,( 9l''ILQNAI..Y"'-20 STITCH{mAEtl RQLTS'§VITF WA$HERFD YIINGNUTS�FASTENEOO SPANS AeiSVE& 9ELiIt,4 {�53fIClit)N QU9lCA,PS� MI45W{N jUSE gPPifQPRIA7�''$RAN TAa LE) VERTICAL MOUNT ELEVATION 2 NOTCH50 PANELS Y N.T$S - ELEVATILOW ABLE PANEL SPAN & GLASS ALLOW A CHEDULE: SEPARATION S ?b f.',4l X:E PANELS MrFRMUM STORM PANEL SEPARATION FROM -FLATS tiVi WIND ZONE t R LN & AL FACOI FS FSSENT! 7! l ,,.MAXI M�` MU DFSIiN A1AN(LinIE INSIAU.ATIDNS LESS INSlALWTK3N5OREATE(t. PRESSURE SPAN Iris% K # r SA' 90VE GaAD AN 3a' VEGaA THAN A E H AiPO DE P6F 1 i i3e.a 59 aA6r. Lk i 9 " 35 I In .._ 2.16in µ.tt36 f a :aI A 8. 6tn a $ in - -__go- d as1 tsa in fi.06 at { k _6P t L'36.aM Q,D6 in 27 tt -5S �T i 1O$ 6 i 3Sm 1 r -6P ( as 21ry 6.091n 2531n / j({L� - .Bits 59 6.fi rn 2.ikm + a 7-7 3EAIR 6,321n LA1 fh + -72 i 27 D Irt 61; in 9E - t- 2. n PAN SCHEDULE NOTES: S SC E L ENTER SPAN SCHEDULE$ WM NEGATIVE DESIGN LOAD & PAN6L FASTENER SPACING TO IN ALLOWABLE STORM PA SPAN, M E MAXIMUM 15 ALL PANEL BLE WIT" SPAN. SCHEDULE THAN FOR USE POSITIVE tAA91S LESS THAN OR EQUAL 70 NEGATIVED t",N 10#05, Z. "PANEf. FAs`TENERS" ARE STUDS U5� IN CO N Wd wtTH All S Nl CTI MOUNTING EXTRUSION U "F"- ACA ED ETC.. USE 6:25' t TR .3tiuuD ANGLE. ) P A A CaT V FOR O,C, ANELP SYEINER IE C(INCLUDING I IDLE ALULD " "-HEADERS 3 - T G BUILD OUT ALL U NCUVD N { �D TRNNB: �Q � ) , N N BETW L n515 a tl MAR I TERP01ARKiN BEN DA ACf1=ATABLE. OTL+EaWLSE USE NETdT HIGHER LOAD. GLASS SEPARATION NOTES: N SCHEDULE WITH POSITIVE N LOAD TO INE 1,. SC W OPENING TED, SEPARATION FROM THE POSTING M UMALLOW SEP - SCHEDULE IS RE O DS ONLVE 2- SCHEDULE E WITH ONLY, r%1T]9JAi y,qn DS IS BLE,POSOTHERWISE LOADS INTERPOLATION BETVAEEN WAaS75 ACCEPTABLE, OTHERWISE USE NExI'HICaHER' BE BETWEEN L£ANN nPE as LOAD Awlrol 3. ]INSTALLATIONS OUTSIDE F THE HVHZ AND OUTSIDE OF ESSENTIAL FOR ST TLOND T51 0 FACILITIES IN ASTM WAND BONES 3 THROWN 3, THE GLASS SEPARATION SCFEEDUEE IS NOT REQUIRES] AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS ED. MAXIMUM ALLOWABLE DESIGN PRESSURES: A$ (NOTED IN DESIGN DESIGN NOTES: SCHE ULFS P{T3ITFVD ANQ NExrATIVfE GN PRMSiIRE& CALCULATED R SE 1T 5Y5 •, 'S'S LaE CFT RM1 N D.. D1 U W H"ritls t�rri NA(. E T E 9ER SEPARATE ENGIPINTRUX"ElING10. G i"CEMTH TF-E GO E NG:COS. 5tt/Y ?TrT A,SRETEW } XMRH AS E 7 ANtrCHAP'iE�RI 7H E @E L ; AN iaa 3F EFLFS9TNORA �- PESFCR Er BLY ASp NrriMNa1A MVI TI" EytEfN FO0.ANY GENERAL NOTES: SEEN' USED IN THE A BE RESPONSIBLE' Us DESIGN WHICH 0 I1a41-ae a Ill DNS,AG rtF as NOFP�o vt[1e. N5,LrtFFERENT FROM1I W d oR DUSE TRNflI57'ERED Iljj------.. MAXIM UM TESTED.,,ggt CmHFRVLLNI�6ENgt'EA' 17N q ECSFIK'ppTtONs °l UN4!oCrATlION, I' iH CaDES,. b IICTURA 1fA1.tTY 4 4 6. XSI, NINUM uaa, X: `ALLV�bR�� J• aN.cF{4RE PER t PRQTEGTAUL 7ROL'VSI6, mm RL 1112AaLLo5TN h#raAGE5MA ,710ESyph;nCES ggETOHP TNq'rFs.aFoy noNAL iNNIs nO6EiMcrrr [N n1UM QF 1 IAaFL 11 � VISIT E•GALC.IDrS15A3 1. xLii f11 .,b 11 r 1.4{st-YI {,1 +ll1 PO1C 1}PRIO.NALRA -i 4q?e A9E'3btnCB - MINIMUM ALLOWABLE SPAN SCHEDULE LL PANELS) TOP MOUNT! .. - a$ r ^,llP' a a a 3 10 !91 -WHooch, a" O- D" Zi" Zr 25" 2T W C' 24" 2T 28` r.. 2 2aaB9N a" D' P 25" Zr W Y2` 24` Q' 2a'. 27 W 'EXS antra 2T 23" za• 1," fir' at" # r ?5" �Bdb Tm4 A 24* za sic ea 1e 24 4T sa" F hack 2Y 2T 28" 3.` # Sr 3d" a 9Rx1 M Z2• 22' i2" 1 f• 2e" 3A° ii' 29" 22' 2a' '11" 31" a. - Maun 7A" 24" 24" 3C" 4(i- 34" 2ir' ia" 24" 5?` F r3 m' Q ti^ 24' 2A* 2s- 2z° zr v° 2s• m 4M.ar 'F:1 24" $" 4a' swa s B 2i 2 ir" T 9" 38° 3 * I ' #33 24`4- . TM :. ST S3'. aT wit EnNe MINIMUM ALLONaa.E i T✓+A pER aPARffi r]v rw Nar]aM .nNm. sF �xnM. SFAp§ea:BA aasz nlaN]»Dse A4-+aikA NATMt4ANTiNG £•V T TJD waran ]N Trw.F nmNaa]Le Nair zcccr•,nwz 5 N G^ x1pxA THANTwaT 1, No 6'NAPATaoN aAap 4tnsAr tAPa NuHEN: arwa.reNspA Trn Nava]ruR kTW AArt tin LJWIU AESanrnvFrN{vrrn caaN naN D +1L I M IN ILVa. lwxE SIC CLd6uREs arts Na] AROM 1 � G7A6UAE,§ iNa r?R AU Loan nMM, TAN•E PR W E REQI] YI9M VN CTX{atnoNs iREa.. aN rHar'i A3a6NA44PFR lr AIL' VSEa.. Wl141X14ri poi r0F/ , REOV SEFAPAri -t# 6r F !TA[Nf ArMta�ta BaTH23 Y Inn aR wm{{n]T'xrfr4f 94t]S AND!F4 ,SafitN WRM WANE, ew 1 RakEL4 TAa`]ae a2T aA b.YS"O.G � '.�FAMEl^s MaaB 36'kiN[MUM Ilai D T $fn:4WA1 rnP NOTltSti CIpSNAf'i:�R 4FYYa�{iiA ob'r+N'1,'us]pGaNrr �wmfi�+sr�n]r �+s]+ownl vi Tt 'tinsvn 10 / I}MONAL INTERIOR FASTENING, DETAIL ✓'. {1PTiONAL EGRESS PANEL DETAIL � tP1T.E1I01 FAST^eNTNG FIt pppg;pppg a ,L Viy M O WLU i.' E a U,094 1210 LIM" f- 12.5000, PANEL COVE-RAGE� %. 1#.D75° PANELLEN. Pn SULD- L u,au-: a:zsd,l O.ow' yn zL+slou 4" In 1' �:. '.rip : 7TYP v -03 b'Ap n :ry bb'z .38a - ,094 ..rn TYP a- 5 . I 2S'i 'N" HE o[q. "U' ry gy ,c•1 aLLILb+-n� nitr o•' HEA❑m a�'Afl4LE I.T J-PAN a [3�' IRE ¢; SlUlk AIN 1'ry 380" MAX.. 1 _ 0113" 0, 365''I t' b.37b- 04gZ 0.37s" I- 4i,,, p nn 9.174 55" a35a° va II Lam- rO 445" I s.?. Q n a I UU .i P[REC7fIXN 1D T'P' -' '-aNp • it 2, a.09tl'`.hwliiv,) D1 2IS" Zrl17110" a.71D' ab ]3$" •ib$' t1i OUT Y tAAdX : 7 #- a F.. MQUF_ -m a,0S0" 5,� . ieACK Wb9 Rho p i❑1llT Q 957" - 1 #sTdR 1 a37D": y- " n cocoa o _ east, 0 190"- Z :m � AInCCTIEN{ �. �I•,-3.aDa''.C]�.riy?ap� a�'e✓ExiNSEe- d' �y$pr LI 'P"'#NOEL-'IRACK_fEtff7Et1aEa1 N ��, "':-- -kJ 1 'trhl O' Y»� hYar'I Y^ t' .. WAIIran❑N nnsuvrtrrin I r, xJ I �t YtJ Pr"6N 9 ''U911 MINI - 3927 T4P3 f �23" MAX; LSOA" wig 1J 31^c Ill»e - 'ad67D^ w>„ m axim x 12 .B TWP'raWNT£L06URE ¢ETA2L A 4r. HT4. 1P NI �4n1 kri lJ 4y,pD Aare N L'1Z"C„reR 11 i Wrx7k 4,1 Ih I]t'lll .� C1 iG7 i;pjl CCT7 .0 FS9 �R ' ;25Y M'A;•§' ©G 6Uitp-LOUT iliSTRNCE � Ir Wax r r L'F f rt �] � t a^,r.^-r T'Grs� LLl ni Kt /„'i,. Mill U xn 41 NININI CI n,4f NY Ilxlnll- ` f L' - e' C _1 1 = 1` t: t ,>: Y, F w # T" � C: _ '�' 9 _ -. ANCHOR SPACING 24GAUGE RANEIS. PANELFA5TENER34b SCHEDULE: ' B 4' ®@E DISTANCE HtAH nit]+aAglMr xr . run uun:/: y Chia �tN i1! c D e* a D 4 w M g n v _ y a . x W u F, .�F � ggr _ ES f T a5 m } gg� 9 nP II i iV N �i " l D b .. �J} J Z Q d 1", H f..T f �" �. ¢, d �.p. F A ANCHOR NOTES: 1 'NCHOR'SCHEllLE APPLCES :D 'I.LP QUCTS CER FIEO" HEREIN, BUT L PROVIDES A. q. T A Ba TI H N T oxV .PRO. MA%TRUM ALLOW LE CHOR SRACTNG, MAXIMUM ALLOWABLEbPANS AND PKE55URESINDICATED Ab AN IN ERANCLE5' LL LY: SPAN W4 Apr. ENTER. N . SCH®ULE ED ON PAN€l FASTEN€R.SPACTNG T.E I 5T UCnI 2 A fHOK 9A5 H EX SI'1MG R RE MATEiO fl ER AND I:saECT�t>t,IbN L'QAD ERTER THANIM UAL -TO'' EGATIVE DESIGN LOAD ON UTTER AN95EI.ECTSPIiN GR61TERTHAP1G AL.TQSHUITERSPAN,SE,LECt CO ECI7gN Ti'1rE .SEO ON ApP P -: E 74OU ' G CONO : EE MOU 't G OAP. "S'0 NN of; RD. Wkr NTTN ?T('�N 19_ M-N .Au... N 6HEET 2 FOR.IDfNITFiCATIONOF IIONNECIION IYPEy"� 3, "'PANELF:lSTENERS".ARE STODS�USEOININIIJNDT'ION.W4TH ALL MOUNTING E3iTRU5tON5 ('F-iRAdC,5TUD27Eb ANGIF„ ETC;) p5E 5 Z5 ti.E :PANEL-FArzrENER�SPAGIMG 7A0LE VALI165 FOR +>4 LL'-O-AND 'U°- b fill G"aUTLQOU7'CDND SON A H H Las N S ( ) h 5 ALL BE 7N5 IN ACC DA H OF P S' R ME.. A' t)W. ANfi1aRS H TA DR MCEWIT MAN ACTUR Rrt-C'DM ND TI LLEl7 It ... 5 OLL- 6L 6T U t_&� LC O § 154Y QL'C£ STR CTUR lk9 tkhF R1'1 TO A9 M CaO LF7CK, H Ri L H 4 - Nt>TEO N NCHO 5C}I EAMEN M TS AL aEAS 1 A: A 77EOULE. a. MiN1MU EMBEDMENT MUM EMBEDMENT' aEDGE... A F.E-. D6• C B' C - O.bT i M AN. p3St N CLU 5Tg1 FgAM RI AN weR LL N E -' •L IN ' ES L.. E .,.I fl -. E Ft ISH 5 wAL F ISH SHAL a L1M TO-i. MAIa RS ALLa F_RIFS'aL1'aY J7!' E O TEq •t4 - H V H. RST AQE 7 LY TRANSFrii OA Td O5T RU URE.. E L H 4T 4 5T a, fO1EREETEANCkis NOTERHOTEIN SHALL �S EMaEDL1ED TO'UN"CRACt?'EL7 CONCRETE (INCH. 4 wiiERE EH16T1RG STR(XCjURE U'" WOOD FRAAdNC; E}"ISTING C,<-7NDTTIgt]W rtiAY VpRv, FIBLD ERIFY Tf{AT' SEEN - IMOAD ATE 00t' ING E 6ER5 LY 470b F LNG V is EHS ARE W DRAM N M NOT P W ASPEN EQu - r OPLYW D IS CCEPfAB O OR 5 IEC , 96 A T NO F WF CLOP P E5 TT RE J.O. HERE CHARS ASPEN 0 N 'N ACEOF D . 'N F � NER-SHAFT BE L -}N. T ARA'0 ¢. - SLU FRAMt CT ASTE 4CA1 CE OF .tea L. „ 4" 011 .STUD ° IDI-, A E E . LATER NA 2. MIN, W D. ft!G St 15 CCfFTAB FOR OOD X } A L - W FRAMING "STV D':SFIA BE 'S41t1THERN•WN-"'GmSS,$5 ORFfREATER DENSITY LAG. SHALL HAVE PFDLLIis PAN HEAD OR, HEX HEAD, ii. REMOVABLE A"o-ioR5 ARE DEWALT PANELMArE, ALL-P.' cam SOLID -SET 5 BRASS ED5HING-. 12. MACFdNE�EMS ALLHAVEI--' - EN TOF EADSINTD 5E 5H j2 M,TRUS GA 0,R, THR THegA ANCHOR AND MAX HAVEErTHER A pAN'HFJib, TRIlS5 HEEAAPp,, OR WAFER HEAQ (SIDEWALK BOLT) U.N.O. 13. MLNIMUM,EMaEDMINTAINII'EDGEDISTANC.E€XCLUQESSTUCCCL,dRr}THERWALLFINISHES, li 1® Di�?IGNATES ANCHOIX Y:ONORIONS YOHtCffA9tE NOT ACCEPTABLEW8E5. 1S �a' DIRECT hrtlIINTING QONDIrIONE 16 SH EAR INTERP06A71CNN L5 INOT P€RMCRED FTs& USE'wtTH THE ANGEIgR SCHEDULES 135TEO.ION SHEET Ft ' �r r8.�& ���,L-p ¢i3 a All , $, �. FZ 2D,$J;$413 - pp I, E XDPJffGM MA aBGMOR' PRENNatlE rvPE FIEF SPAN lip M e'-fi' bMr: PTO a'-pG 3l'AN UP 1I11d'-iir" 'Paatl:'LYPE C3 f2 C3 C 4 tONN TYPO ci c2 ca tl LaYN TfPE c i 1e •�4"Hln 1./ :Ctl ix N Tlll On bEY AL TitAt # 3 _ +e II -a :1 5 ISO, 14r 99 12:5' 76a ; C2' 68 25 16n 4 -25' 1 3b.0"11S a0 7S 5' i 6❑ i 12- - Y fie "'SS" 8.1 all, S" .zs i ❑"i¢i sa• a 1. .a 5e as 2a'S' z.� 1 5 iti H' 16P BN' Ht'' i4 s4 121Y, '15,❑ i , all' 5]"--5 fEP 61" i": a F YT, s 16 D•• aY s ,+ z. 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L' 125" S,1" 3 ¢ 1'' are A II 41 l'ft3nD WG 4 USN B � Sa a tz,5` 3 5.<' 501 50' ass J.7". 4 0' .. -5" 62 7 a S z5 Sa ' s .❑ .T ,• 4, " 4 5 7 @ lz a° ^ a O 4:P a.B»..6xs iz s' a:al,. 4❑' ,s.st iza" a_T' a.❑"' -6--o N N to Ca L- }. U •0 N N l_ O O Cl3 U -0 (3) 0- to � 0 0 0 5_ o O LU i� 0^, .N ^ Cn o O 0 � V '�. C14 CT 3 W o v Q N c7 Gi N m ae T9 a N Ci s Q ✓ N S: � x]A �. ee y of it O w �/ V / CC O L_ CDL t�J v O (^- W MCC W LLJ Q J SHEET NO. SH 1.5