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HomeMy WebLinkAbout36462 Flats StEl 3 x m X) 0 r) L0 LO v cn 0 r` J r` L0 0 0 I M m L0 00 M L0 L0 v 0 0 J N Lr)O 0 N 0 yrn L 3 ¢ N N a E 1,0 0 x 0 C C J N r7 L 0 i a 'o a O t5 J ti rn 0 N tip+ a O a rn N O N 0 m v N AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Gig. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DIED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor DATE 08-20-15 ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror MIL or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PWorP.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN orThik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW, HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M, Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS VERSION DESCRIPTION 1.0 NEW BASE PLAN 01-04-18 2.0 2017 FBC UPDATES Mama�J REV. 06.23.22 3.0 AI-ELEV BEAMS ILO LINTELSAT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 11-29-21 5.0 FBC 2020 CODE UPDATE 6.0 ADDED ELEV KLM PER C.M. ��. ce�I` r 3085 Al B 1 KLM lul INDEX OF DRAWINGS SHEET DESCRIPTION 1 SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 I SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 1 EXTERIOR ELEVATIONS 3.2 1 EXTERIOR ELEVATIONS 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. cam: cl-i cy�I a • � o s _i � oc " at s �o 3; V .� C? d N N9 O- C K CO � A If o r. ✓� r� v C To the best of ngineer'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 vE 0 RN 6 00 0 '7 0D N �` LLi # (� M V Q N 5 L. C LL J 52 LL LL �p Lou V — y @ern � � Co �_� °O�Y N CJ ri LW ua L-0 NZd� Z N O U 0 < W ❑❑ z N M o g z 10 Bill a Q 7T ,n N M c� z U' o t'6 w W j� O w o l/1 c w c r— — E — � 8 z _/� I 1 � ai • V =O N C U) N Q W Y N 14 r Mo M n Q Z Z Q r� (6 E =o -0 >M 4 ry fl- O C1 wz Z oa t— nS gg jo MMMMIO E � ¢ 0 ¢ �Z •_ w O W W <o p U m0 Z Z¢� 5. m J o F >Z 0z Q� Z IBM(O IBM a0 �w m o� r3 � ¢¢ 0 yO 0l a Ov 0 0 W > (� L rn CO u7 0 :3 V7 r Cr T W _ N Q _0 m ' O V1 +, toLO � M O cc 0 C) N N LO C� Q r a) w t'M o E c Z N Z CA E O (D C a to ¢ o JOB NO : 23-00527 SCALE : AS NOTED SHEET NO. C S 3 x m m 00 M v 0 O J O 0 I i m m 0`00 M Ln v V 00 I N L LO L v cnt7, 0 rn c a N 0 L E ti E O 0 i a tZ U 0 UI 0 i a 0 v J N N N N v 0 5 a ,•''7 O CV S Pic m v cn c v 3 TYP @ 2 STORY O X-(p 25-SH VERIFY METER LOCATION WITH BUILDER 15' TH.B. EGRESS 7 5-SH 16" DEEP FIBERGLASS D VERIFY LOCATION OP cc ---SURROUND I m PANTRY' w S3 ELECTRICAL TYP. PANEL K os!S I Ir � _ CD (S' , FLAK CLCti w S4 - TB 2 in L. 11 -4" T LE- !.6'-1io in 21'-02' I - - - - -------- Uj PLUMBING I I _L_I { I oo __ � LINE TO I I I T r� �! SECOND I I I M 1 �a 2x ALL FLOOR I I I 8 8'1 F T CLG - z v) GGLU G Z S3 - 6 2 CAR GARAGEBEDROOM 86- S.Ci 6 WALL 8_ • FLAT CLG. - H2 8'-8" FLAT CLG. AFF OPLUMBING IIlIII IlIIII @ 2 STORY LINE TOLO CARPETSECOND oTYP IIII FLOOR EDGE OF SLAB 2" p= 3"X3P.L. 1.8E BEYOND WALL AT T-4" W/ HTT4 @BASE ry2668 w cD can ----- CC W/O >HDR - - -_ O O S3 UPLIFT I o I I 4'-0" - _-- coo I I 30 30 y I CD r I I RANGE 1'-4" T-0" 2'-2" 14 0' 5'- 0'PATIO CAFE :_. CHEN KIT -- BUILDER TO PROVIDE II I264" 0. o O 8 -8 FLAT CLG. 8'-8" LAT CLG ~ I AP PROTECTION WHEN i °� CARPET TILE OL REQUIR ED PER FBC I NOTE: FINISHED I 2'-6" WALLS TO BE FLUSH. I I SINKOblsP� VERIFY IN FIELD. L- oo`� . D.W. O O i I jo! _ O = -------- -- K ---------^ I I I � 1111i III III loll 6'-10" 4' -2"L 2'-3" + 3068 I FOYER I,_ * iv M 8'-8" FLAT CLG. OLL m 19'-101" 2 T-71 3'-4" z 4, 1y, in 2 4', I --'' i 6 -0" - -y I - - - 4'-4" I-0" 00 v o0 N I �I I NTRY I `O +42" SLOPING HALF WALL `L � I 4 HDR AT T-" �I I 8'-8" FL�ATCLG.AI`Fi. I --------- - - - - - - - - 1 GGH2 r S3 60 �°-3 STOR. N MFAMILY .- RM ^ - - - - 6s LOLG PE C. 3'X3' P.L. 1.8E 4 8'-8" FLAT CLG. W/ HTT4 @ BASE -- --5 b CARPET ---- FLEX 6 -----7 ---- 0 8'-8" FLAT CLG. O ' CARPET Cl) 8 1 1 `f 60 --- 9 "n ----- GG F_ TYP @ 2 STORY 50 -- - -- GG rN S3 � AC PAD 9AC PAD S3 M +42"SLOPING S6 HALF WALL H.B.. TYP @ 2 STORY D D S3 1 S3 S6 8 - 42'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (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 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 314" 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/ 112" 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 184X25J S.H. 13 20X38J 18JX37Jq S.H. 14 20X50J 184X50 S.H. 15 20X63 18�X62� S.H. 16 20X72 18JX71J S.H. 1 H2 27114 X 26 26 X 25 } S.H. 11-13 271/4X38 26x371 S.H. 11­14 27JX50J 26x50 S.H. iH5 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 'X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 } S.H. 33 54X38J 52 X37J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 7' X 62 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-B1 SCALE: %4"=1'-0" C,'PnarnI NntP.q R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in Its largest opened position. 2. Operable windows that are provided With window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 ® +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SIN SHEETHO SEE SN SHEET Mot-14OMPHI NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1762 LIVING TOTAL 3086 GARAGE 496 ENTRY 30 TOTAL AREA 3612 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) p e [� uu o :5 a X c rc U CD m E W Al A6 �tS �F g�R it �4.,`roQ•�'��4Yrt'Q �CW N �%z � •p � °• Cd e 4u 0- Fr, q•/i#r�r-'. � � l E, y's :°4 K. 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. W a �E 0 8 (� 0 ON O c o ro e Q ni 00 D CO m u rII Q rnti�_0 J N O *k N co It LLJ LL W J u-Q. Z W Co � o Co I O: W @Nm O � rn m Z U) Lu J N NZ Z N O U o W ❑❑ o z � N Q Q a N N z C0 Q1Jl 0 u- 'tom • T (n ® .� U O oUna V) 55 a in _ E � C) o N c W Y c o co w M J Z � Z Q � Q o �oo =o �o o ,� Qo z© a r`�Or - �o co E oa ao � aI � N t wo ww � J � cn c< c Q oo m o° Z Z m <� ¢w �Z Z Q W co C) 3 0� w <o a �F � ap w �� = zl< a 3 O L 'n ai T ca CO 0 :0r L0 � C r ID m L + W M �± ' O Y / 0 cn +' N � OO O LL N C� 0 N Lip M r E 5 M o z ca z z E O ii c `Co a E o U J °o is Q p a�i J JOB NO: 23-00527 SCALE : AS NOTED 3 s m 00 C) M Ln 0 Cr 0 a 0 J t� O O I N x m uO 00 0 M un L0 L v Q LO J L0 0 I N LO L0 0 0 / H Q M O / d E t"- N O x O N i t7 V P a c 0 0. LZ N O 0 0 0 d N N _N S a m cn b HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1 /4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1 /4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38$ 181X374 S.H. 14 20X50$ 18�X50 S.H. 15 20X63 18JX62' S.H. 16 20X72 18}X714 S.H. 1H2 271/4X26 26X254 S.H. 1H3 271/4X38a 26x374 S.H. 1 H4 27 1 X 50 J 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 4 X 26 36 4 X 25 1/2 S.H. 23 37 4 X 38 4 36 4 X 37 3/4 S.H. 24 374X50J 367'X50 S.H. 25 37 4 X 63 36 7 X 62 1/2 S.H. 26 374X72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 4 52 J X 37 4 S.H. 34 54 X 50 J 52 2' X 50 S.H. 35 54 X 63 52 X 62 4 S.H. 36 54 X 72 52 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-B1 SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2, Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AC� +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 GO 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 1113111 FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1762 LIVING TOTAL 3086 GARAGE 496 ENTRY 30 TOTAL AREA 3612 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) CV C= CV Cn CV cs a--> w <i ®= = Ct M�&7yt�t,��j �4^V V�i �.+ �f+Y+i T� ,tit • O ��. Q 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. W E B Ia v C N N ® ,n ao uo00 i I* L ���� rdpi ej M c iL li +i C _J W J U_ a. r.0 o Z M C: £ o W o W N�a,rn m M z d J N OU Z Cn W ❑❑ CD m N M rI z �O N z o � Q J 7 O- iV U) M vy z �Q) (9 LU m U OW C N �Nco U c w - allP- - E s t 8 VV Q N I� o �Z w M J oI � W y z p Z m z o M_ U " w z z ® oa m f ro E X p 5R � O O O a O 4 � Z l..- 0 p W J _C a C Q O <H Y ! D 0 0, Z m p wm w r ¢w z F p oLL g° a W T I O Z � F F o� X3 o w aF =1 �o NJ Cl) d zla ¢ O E 0 c .L O NN I..L L LO M .-. Q0 CO Li/ \� = '^ T C r W (n m N 0 � U ( W co I.n o N C:) ^� N N L.O M Q It T- E c co M r- Z cc Z M w E Q ca a U Q 0 JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. 1.2 - I -ri 1 rira ti., .�,� io-. a iT�1.�i�T ,1-5. �,. T-,.r ,- -�� r 3 v LC m L0 00 O n u7 v Cn O Q O L0 J N C ) O 1 N 2 o: m 00 110 L0 LO `v rn 0 r J N O O I N I[i L O (% / rn L 3 Q N N v a y N E 0 C, 0 J Cn LZ U 0 U i 0 i a c 0 0 0 J iZ N O a 0 a M 0 CV ai a Q m v 6C 6C BATH 3 05 (' o DW 0 KITCHEN ISLAND NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. VARIES CURTAIN HEAD ROD 0 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR, // TOILET TOWEL BAR _n ON BATHROOM WALL MEDICINE _ SHWR. o CABINET 00 I _ VALVES TOILET CO SOAP PAPER c° DISH Cl HOLDER O o icy 00 Z 00 Z d o C? CV i O TUB FIN. FLR.0 _ BATHROOMS, SHOWERS AND TUBS 0 Z g W a H 0 W 00 = r-3mm, T TUB/SHOWER FINISH PER FLOOR PLAN 0 I - KITCHEN BATH 2 SIN SIN CONT. HANDRAIL KITCHEN RETURN TO. WALL DETAIL. 42" H UPPER CABINETS — 36" H UPPER CABINETS- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS 0 COUNTER TOP 30" H BASE - `° CABINETS C? 00 00 00 oo r , 10 - U V-2" O 2x 14 T } U? 0? FRAMING bN o 0 1 /2" GYP C? BOARDLi J FIN. FLR. '- FIN. FLR. x P.T. SOLE PLA E CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING DOUBLE RODS BLOCKING AND MOUNTING DETAILS_ 00 60 —Ty � ILL IL-4 73 q" PLYWOOD @ LANDING 124 2x8 #2 SYP JOISTS @LANDING L— @ 16" O.C. w/ SIMPSON A35 CLIP 11 OR LUS26 HANGER EA. SIDE SEE I— PLAN FOR CLG. HT. 2x12 HDR. w/ (3) 2x STUDS AT-----__ EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM 7 ix RISERS & TREAD (TYP.) 5 4 I/ 3 2 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. CONT. HANDRAIL 10 2x8 LEDGER #2 SYP (P.T.) w/ (2) 1/4"x3 1/2" TITENS TO MASONRY @ 16" O.C. . 0 60 OWNER'S BATH INTERIOR ELEVATIONS SCALE: 1/2"=1 r-0" STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater ^^ than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch avosum board. STAIR SECTION SCALE: 1 /2"= V-0" o 4Lu e f77 C3 r �� W0li fW1 N 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q O 1-1 q N O CD r0 r 00 C�o MO rI ^ M 4 M -' 2 # LL N S J C J SZ W JLLLL i p- - 'O `- d Y L C V �y O' IY W��pj6' �C O.�Nm Z M w � N Z Q r Z N OU o W ❑� Z N P) 0 0 z mom Q o rz � N M Z a v0 �N� UJ M 2 � U g O V) �N w o Nd � U � c W J Ely t oI i U o 0 C 0 o J W M J G � Z Z a � i=EEO U z ❑ a [6 o E 0¢ 00 0< Zd F �_T o w 0 w Z cn C Qom ¢ Zo m J m aw F Z 2 mom cn O 29 'o go az 7 r O M V' zQ a O - U� c O 0 > O rr LO 6 °' m m L.L i CO U.) O^ :3 L, T r W � Y � N Q Cp ' O coY O co M LO N O CID -0 �0 N LO E M z m Z E U c CL ¢ p -1 JOB NO: 23-00527 SCALE : AS NOTED SHEET NO, 2 - - -- - I _. 1:: i I - -- I I_... _.!. 11.1 1, 11_1.. ....: Jd f. 3i i IIIi:",1tl11qI WIUf.., �At i, J. tllt I,:.- _.; I Ii I- _---F—__-F.I- I I 1_ I - I -- - 1-,1 rn 3 v x m LO 0 W) L0 rt � Cr a� `v C c n J N 0 0 I N x m 00 M LO v 0 0 J N LO 0 I M Ln Cr 0 i rn c O Q 0 n. E H N O S L G i a LZ U 0 c 0 �I y a� �o i a a v O J N ti 0 ai 0 a 0 a M N O N 0 a m FRONT ELEVATION - 131 12 SCALE: 1 /4"=1 r-0" LEFT ELEVATION - B1 1 /4"=1' NO General Notes ROOF CRITERIA: • 12" OVERHANG U,N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O,C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjoint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. M cv r 0 cue _. C= Cn fG � Gli C� qq' 6 d �C_ �o �v r t•i�i\41t91�R ���f't'sl / . ":0. ud •�' 0 .......... �e 0FE5NL` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. - ab W I( �+ E � o8 V 0 N p N O C r 7 N to la m v 2S25$ x* " C J LL LL LU 5 U_S a Z Li �w -a �� d N r O Z 30 W �2rnrn 0 Z N Z < J Z N OU 0 W ❑❑ z N 0 0 z CO In z o J d � v) M z vCZ 0 s W 2 o 0 W 0 Ly N U W J Malik E 3 I z� z y ca o C d 0 b w M M J z ¢ oo Z < L mT E E_ �U Z o o wz Z N < aCa H rO g0 00 o E 0 tt F o b - Z Qo �o �w Cn M C z �< w� F o o, OD J m ¢� ¢w 2z O U O a0 U � oLL< W g <o aZ h m r— ZED wF QO v 5 o3 > (� n 1 L / ca i O :) LO r T W U) _ Ca m L0 i� ''^�^ U) W co 0) CU 00 LL N c� N LO M Q CND � � M o E Z Z E m f° a cu E U a 0 Q p JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. 3.1 rn 3 m I" 0 Ln Ln 41 0 c N 0 C) O 0 J N Ln 0 I N x m ib 0 r� Ln L 0 c� 0 J N 0 0 I N Ln =v- C/) 0 rn c L 3 N N a E r— N E x L O c c N rT y U E 0 UI N U N i a 0 0 01 N LZ M O 0 O 0. N O N \ N iu a Q m Cn -IW 00 M• N -ICO 00 N.- T.O.P. HDR HGT. ---1-01,r-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N n SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — 5'-0" RIDGE VENT 12 5� 11'-0" RIDGE VENT 5068 SGD 12 �5 REAR ELEVATION - 131 12 5 lt�l4' OFFRIDGE VENT SCALE: 1 /4"=1'-0" 12 �5 RIGHT ELEVATION - 61 CALE: 1 /4"=1' SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with V dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 rt-s coa 0 ram, cea a % 3� C CD 03 c E i 0 E .� .� ® F E S %0 t ` f��it1F1{141\\ 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. WA N W E 0 g U 000c' cO ® W N 7 rn C7rr-'o # Q M LL L L LL W a a 0 C Z co a0 rn =°o C� Y o W ��°)rn m Z a; Mz0 d ' L N OU c Z W 11 ❑ V M � Z N M o g z CO z o � J d N N M N z C1 Qj (0 0 u- a--+ C/, (� W io a V v1 U w m .., -J E _ E d U 0 N I C � x r• <C N l� o � W C`3 M J ¢ ZO� Z Q LL a o E V zo 0o 'Zoa Zo ze H r0 o �0 &� 00 0" ZL- a) r a� wo WCAD O ¢❑ 0, w g .0 0 Z J ° �� aW Zz 8n co o g o a roo O �O c� v w� °N ar 0 3 0 2 0 i L ' n L / CA co / � (6 M U.) 0 :3 L O r- CT T _ 0 ai L c 0 00 0 -0 N LO co -lot Q T E r— M o z LO Z 7 0 E 0 N a E ui c°� _J ¢ o � JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. 3.2 _4 2" 1„ ih 2" N 00 t° 1• VARIES "NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 1'-10" =,N iv 12" CAP 1" RADIUS—"' 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a a _ �� 1/2" RADIUS 1"-4" VARIES VARIES _ M d al•t rIN CAP iv _ CO 1'-p" iv o M N f 2z 12 1 1/2" RADIUS VARIES VARIES -N T 4" 3,,, 3„ 4 4 co"ly ciTv 1„ j34 41„ � � I I rN — 3„ 3„ a 4 VARIES 2' 2„ 12 2" 32' 11 32 -P 1" 1, 8„ 1" 2 1/2" RADIUS BASE - in f `~ BASE 12, *NOTE: VARIES 8" 2" 3„ fl FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2° EDGE OF OPENING 2 _ CP 6 1'-6" 1" 1'-4" ki 1" IlF r� 24' . � 1-1/2" THICK 1-1/2" THICK 0 4 101,N 4 e la � d° 0) 10" 6" Ala <V CD N 4" 11. / N 2„ 4„ 3, 6" 2„ 2„ iv cn W > cn W > ^ri 1-1/2" THICK 32° 2a" C,N 2.4 1'-10" 52„ 1, 5„ 52" CO IN lf)� 1,_4" 3„ N �' _ N 54„ a' 1" 12" 0 *- VARIES VARIES 2 U) W Q > M I 22" • VARIES VARIES 4„ 8„ 31"00 T _ W co co IIis c 2 ' M 6" 4" 7-1 , z KEYSTONE F11 OPTIONALPTIONA 4" GARAGE DR. OPENING 4 OLN 3 �a KEYSTONE F11 3„ ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" 00 1 ° NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T-8" 4" 3,_0„ 4„ 101, 1, 4„ 10" ia' 1'-64" 1a' — r Fo O 12' 54„ 2, 1„ 1 12, 4„ T' f _� 1'-4" -- cv 04 N (V 00 0 v M c') - 2 N� O GENERAL NOTES: `r 19 / / • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH c� 0 +ati C%t a) LLJ Boa cc = -=�,� tn �' as C2-- E ar c�a sa P � U M CV O C"ll CV O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (A t W Q � 0 o � � r N N N C M vi NO2 LL zSSz Q z aj M V U , C J 5 LU , a a 9 W O 7 N Z LL 0�O�jO' m w Co coZ Q ZN OU U O W ❑❑ V M � z N o o 0 7` ao QQN z O Q J — cl- — N M � z VJ o iJ u- W -C � U � O— N W gj x �' U ai f— _ pEp Y N U o C_ 0 ¢ N r_ CD M M J z 2 � S W Z Q � ca E E �U zo o o wz >� < � oa F- f6 go Do U O E 0 F � p xZ a � Q0 o <o �z a z O U m� O O , m Q) J Q < w z ~°o< go IRON3 o w, _ w ,z =� ow 0 c Q LO �/1 1.1 i rn N m C7 CO Ls / CD 1 � T � r W v 0 co LO Q o 0 00 LL C N LO CYM ) It T E c (� T M Z m Z v E v; c c co FL o U j m Q p� JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. F 1 v, 3 v m LO r0M LO ;v c 0 a r, 0 0 J r- Ln CD CD N m 00 L0 Ln v 0 0 0 J L0 0 I N LO Ln 0 to 0 rn Q to O i E L. i' 0 0 vl U 4) 0 a i a c 0 0 U J aD LZ 0 N 0 0 0 a M CV N cV 0 a m cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & 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 ?'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P 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 ]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT, CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP to lights & outlets to appliances and GFI to WH a Range a HVAC MO150=2/0 Y200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 15'-0" VERIFY METER LOCATION WITH BUILDER r--, tH.B. I _ _ (� rJ 4P IRRIGATION VERIFY LOCATION GFI @ 44" A.F.F. ELECTRICAL PANEL ROUGH -IN FOR _ - --- - I / OPT. CLG. FAN/ - I --------- I i - I LIGHT PRE -WIRE ` - I \ 12 1-- BAT a- - I / ! GFI @ 44" A,F.F. I I I - G - // BEDROOM 6 2 CAR GARAGE // DEDICATED RECEPTACLE wGFI FOR -- - FOR MICROWAVE RANGE GAR. DOOR C.M S.D HOOD PER SPECS _ i_._ _ — -" --- ` PREWIRE I 4 � GFI• GFI ---- ---- WP I I T RE PATIO LL KI CAFE W I I i N Fd U. . PENDANT AS SW C L �_ I I R DPtSSA �I 6'-6" j i SINK �SW/ DI'SP O L - - - - - - - - - - - - i D.W. I GFI FII L� - W.H. _ GFI @ 44" GFI��- -- ----- 1GF1_ I . . GFI n -�,4 I db A.F.F. 12 FAMILYRM`Q1\ G � ROUGH -IN FOR OPT. CLG. FAN/ WP LIGHT PRE -WIRE GFI DISC. i UPAD AC PAD W -444�3 U FOYER •' e .V e Ilig e TO LIGHTS AND SWITCH ABOVE I FLE Ally- G \\3 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE W\ V "-1 IA I I V I� �R III /1 I I I PLUMBING RISER AIN SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN — ELEV—B1 �i N Cn C%4 _ U, C 4 d .✓ 3: ea e. R as c E +a v M CV CV CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H FW- o 8 G oo� a1 N co ti 5inC tnr-�� Q NMI t9 W �LL LL CL Z - d a rn Y 0 in�On?°' m'w Z LLW NO � Z G Z N OU U W ❑❑ z z N o N z � � � N V) z (D 0 W � V O l!) �N W c = p in W c logo — m =0 yJ S L oN ®® N M I� w � M Z zzZ W z ❑ Z o E 8 � oa H n3 �cu o Uo o E z °¢ Z a0i t a o CO a to C C m o Z z Zm QJ J . 2 ¢ ¢ w �z 3 2 g a Co C-) Z fin m J z ~ �I3 n wF V 0 ao U §i >(0 ,^ L J L rn m /1 Q0 a' M O L J T r 2 L / a--+ U) LO o N O O N � L0 a) 00 o z z 3 E O v; c a 6 U J .D Q 5 C JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. 4.1 v m 00 rM to L0 v v- -0 0 r 0 J N O O S K m to 00 R Ln `v CJ�J -N a ^O 0 0 its L0 O rr 0 Cn C a 0 CL v E E O 4 v W. y LZ In U v -) a a 0 0 0 J r7 N 0 CV -FO.+ c O a M CV 0 CV tZ 0 m 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 10 #12 to appliances and GPI 150 AMP/ 200 10#10 to WH 00 #8 to Range #6 to H VAC METER It MAIN V 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND isconnect SERVICE BY POWER CO. 4 Bare Cu Ground INTERSYSTEM BONDING o #4GROUNDINGWIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 ---/// CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH P4 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 ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kEg PUSH BUTTON SWITCH (OPTIONAL) 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 �M ELECTRIC METER ELECTRIC PANEL _ME=L DISCONNECT SWITCH �_Z/� G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G '' J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SECOND FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: Y4"=1'-0" h C cat C" CV c 0 n 0 Ito LU u u r" ca c Rses tam rn. CU ® s- rr� cn taa c-9 ¢� CU sd cM N O N r 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. a E $ t� C C14 oc o, m a) N to au (,0r LLD J M Q N C u_ J W J W U_ W �1� i 13i Cui a OW. Y M C N 1%— L co 0 0 N 0 n .j UMZf m O J U NZ Q `n N o OU < ItI M z N o g z U) ZQ o a Q- E3 V) ^1 M z o CD o W l 4-1 V) w � V O N w o U w � INSa 8 r z� �i U 6, < tffil 14 o w M J N � z < � LL_ Coll000 `;a Zo <a a � U W= �® oa o E o ItX� <o <o W� to� mCO 0Z Z m J saw ¢� �z C> C> oZE Z go man son C" m 2� �0, az �W F W E0 0 b ch 'Zr ,lir 0 > a F 3 y O >'0 LO Ll t` /'\ Q0 m CO Lf) C) :3 t-- C r 0 co LO ♦� ,,�^^ V ) U) c) \ /�y, M 0O C:) N Ln co Q 't T CO r M E M c y Z Z E O NO3 E U C a � Q p JOB NO : 23-00527 SCALE : AS NOTED SHEET NO. 4.2 3 v S DO 00 0 NI) LLi LO 0 C Cr CD O J n iL0 0 I M S CY- L0 O M L0 rr r V) Q O J N O O LO L0 9) a N 0 L 3 IV— Q N N a O E O S L c N E 0 U I CU 0 a: 0 01 J t%. N N N N 0 a O d r) N O N S Q ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN, of by Upper SQ. IN. of of vented IN. of of ventilation to SO.Ventilators of of ventilation soffit ventilation vented be provided en ila Ventilation Ventilation enQ. ila See Elev ( ) required needed required soffit by upper needed ventilators Main 0 0 Floor 30 29 4 14 1 7 0.0 0.0 0.0 (Zone 1) Upper 16 2 Floor 1820 1747 250 874 62 437 516.0 240.0 276.0 (Zone 2) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. -1 SPACE FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN, OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) ROOF PLAN - ELEV-B1 SCALE: Y4"=V-0" ,N fat cm cm c%d a� cc y, c c3e�C", (f,R E', C3 p tq p} F(tP 4 B 0,%�YI�A�Ai��idl NJ C �- r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E fj 0 C N p = LO °? r-- co u� }t vi in 40 co qLL J Q _j LL W d 0 JL�V z — C .� m v O a 2 O 0 W t0 , 0) Z �5 N Z Q N OU U W ❑ ❑ 0 Cl) C) � O Sti J d U U) 13 N V W S✓ O LL ,L C-n J m (� m V O w o �N � d L'i 6— — E .c U o 'i < N � O W M U O Z -J L_ w o o o Q ry Q E U zO cB I— rp o E g 00 0 0 co ro W a z wa w z C) @ CY ¢z w0 o� Z m J U F z F o< go a T w g r ~ i5o o w� }o Wj ch a M zld < O 3. � 0 .N � >CD '^ L ! L0 o, m CO 0 1\10 =) L r � r W _ U 0 F LO ''2^ 4-1v J fn C') T V l LO co CV 00 NC3� O CNI T LO co � � lot T T- M o E c z f0 z y E 0 a E U J Q Q C C J JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. 5 3 2 m 00 M In L0 i v tCr 0 J 0 0 M tY m 00 0 In L 0 a L0 s a 0 N L v U3 ..tto C a M O i d a E 0 S v c J y N M E2 41 0 U y 0 a 0 O O N r7 N O 0 0 a rh N O N N 0 tz Cn 0 6'-4" 6'-0" 1. 3' T-1 TYP @ 2 STORY (SEE JJ/S6 FOR J STEM OPT.) S6 VERIFY METER LOCATION WITH BUILDER A +H.B. ■ IN I IN I ■ ■ ■ ■ ■ ■ ■ ■ T I - V ER 9— EA:F40l —I eo "' ELECT ICAL PANEL I r u, _ _ _ - _ _ _ _ _ J_ ilk I I", I (2) #5 REBAR I C, 1 I I - I I VERTICALS ! in FILLED CELL 00 0'-0„ I \ I I 2'-52'I I ■ 01�2��? I i GG I W/O SCC 3 UPLIFT S3 S3 J�PLUMBIN G I _ ( I PLUMBING TYP @ 2 STORY r STACK U.N.O. (SEE JJ/S3 FOR STEM OPT.) I SLOPE T-2" CJ -3 1 /2"� N I I ............................ 4'-0" 26'-6" ' 21'-6" ■ I 3-1/2" MIN 3000 PSI CONC, SLAB FOR RANGE r 1/8":1'-0" I HERNANDO COUNTY ONLY 2'-6" x 2'-6" x V-0" u- I I `SLOPE 3-1/2" MIN 2500 PSI CONIC SLAB OVER W/ (3) #5's E.W. �I 6 MIL VISQUEEN VAPOR BARRIER ( I (2) #5 REBAR o CD N "� L M p 2'-42" �- I I M24 VERTICALS w/ in S3 S3 13'-11" 2'-6" 3'-04" 4'-84' 2, 6„ I FILLED CELL I 4 L_ �— I K STUB UP TO S3 o 0 PROVIDE 1 %" RECESS SINK WI DISP - - ` I 1 r1 fir(-7 �� FOR SGD. REFER TO MASON'S SLOPE FOR WIDTH I D.W. 1111 -) 11 0 III IIIL JL JII L JIB 1 I CHASE TO ( ISLAND W H \ \ N I 2ND FLOOR FOR A/C I ■ STEPS ASI ■ REQUIRED _ _ _ _ _ -nI - _ _ \L�-- — — — — — � o I I — — — —� PER FIELD — — — L — — — — — — — — — %.y' co CONDITIONS I — — — __ _ J� 01_0r - _ _ :::� . y�'.'.�'.�'.�'.�'.� .�'+'.'. L'.' ■ �� ■ ■ ' 15'-6" 5'-4" INDICATES FILLED CELL w/ 3000 PSI 1 KITCHEN ' / �' / / /'� ' /' ��� 1 PROVIDE /2 x 9PROVIDE / o RECESS FOR FRT. DOOR 4 O 0' I o i� ih CONC. GROUT FROM FT. TO BEAM W/ #5 REBAR VERT ABOVE SLAB ISLAND LOW F 00 / / SLOPE 00 TOP OF CONC./ PAVER TO BE 4" I (1) WALLS /'� 7 TYP @ ALL PLACES SHOWN /'_ /� /' 1— BELOW FIN, FLR. S3 HOOKED FTG. DOWELS 5" EMBED "GRADE ��' /� /' ('— — — ■ W/ 25" EXT. ABOVE SLAB 40 °cq STEEL" 20'-44' ''�/ // I r T-72' 3'-72" I 14'-44 I ■ TYP @ 2 STORY / / I r fi� J sv �' S6 / / y / I' _ t° GG I 2'-6" x 2'-6" x 1'-0" W/(3)#5'sE.W. / '/' ^ I I s3 I 1 i� ■ /''/ J I ( - I 2'-6" x 2'-6" x V-0" I I L (9 - M ' / W/ (3) #5's E.W. ba I I I GG GG 23 I cv '- I L o - ( S3 HVAC CHASE 1 I 0-0 I S6 STORY2 V V BASED LOCATION I I `D I I ■ I M AC PAD AC PAD — — -- -- —— I ..... Ij ..... H.B.+. TYP @ 2 STOR J S6 FOUNDATION PLAN - ELEV-Bl 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 -) ` Q 121- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS .',_•� ` REINF. SEE FND. FOR ° QUANTITY :':.4' #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. ;rt�.�.' U.N.O. . . ""Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" CoJ C= C%j Cos) . c, c' N CUa C. �o .0 c m� 'Q��� �"fie ♦ky\ ��e���� �• Qj 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 AN AWL Q p OM J q N O N O Cr U ' O C9 N 5LO9 r- r- '0 10 J M M of 2s2s # LL LL 5 5 a- V JAIL z -� C L0 N CL o W 0 0 T z NZ IL N O U U Z W E10 C7 co N co �o z � N z � � J — o_ N M U) � z a Cz 0 0 lL 1 , f6 W � U 0 YZN c in U W J E t0 z ¢ m N �� O w M 0 G U- F a =-o oLL wz Z® O E 2� &¢ 00 oQ o ro w- wz cn a ¢o m� '0 z W m J om a >z aw �z W co O z gaO m ¢ ¢ F K 0 T _ �O WF n O u1 L.L L 'n L• t0 / i CO U , =)T— L0 Cr W U Q� m �.1 J 'I^ }+ v ) 0 co (6 CD N N L.n T- EM � o Z co Z n E a�vi m c a U Q 0 c � JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. 6 -H - I - ---- - - - I I III[, 1 1 -T - I, w ILi P I � 1 1.111 1 . il I hi I I I I I I I — I I -- - i STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" 3 v m Ln 00 0 U[7 LO Cr V) n 0 J N 0 0 I N m L0 00 0 LO LO v Cr N O 0 J lC t �O I N Ln �7 v cn 0 -n Q v+ C O 3 M CV N v n. E CN E 0 c N _N ti U O 5 U U O i 0 -U J N r7 tn 0 v 0 0 a M CV O N 0 tz m v ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND 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 I 2e 2n 2r 3 3e 3r 10 HIP -35.94 1 -49.57 -49.57 1 -49.57 77_ GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 1 -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: Y16" EXP. 1 (Y,6) ortV32" EXP. 1 (32/1s) TILE: 1V32" EXP. 1 (33'16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32', SHEATHING SHALL BE FASTENED W a WITH ASTM F1667 RSRS-03 10d (2Y2" 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 [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[ 12:12] CJ31 CA 1 yes UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- wl (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED W/ USP CIA-7000C EPDXY _ _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F `A'/ (32) 16D SINKERS & LUGT2 13100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16E 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 1360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19,2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0AW' 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, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (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 N I 2 2 PLY CARER —1-----(A)—� x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-131 SCALE: %4"=1'-0" �.s cz CV i M- tiC_:1Ei -- o err sC y c= y c 3I r `Q- '� S E p 4 �'9 S 0 q`1 E S 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 o 0 ' 0 a0 2 LO .� 0 LL M C J Lt LL ui 'an J LL 4. V z _u cc d q = co O o �� W o� o W 05 2 T 0 Q J O U Z Hal C9 Z N M O O O Z m QQN z O Q Q � J — C_ N M V) ��hh Cz W�/ O 1' Q a m U O C) w o tJ) c N v(10affin U c lL J F— N E r I =� U '0 m c U)OD 0 Q ° r. N I� b r u, M M J z- ¢ � Z 4 � <a E a p of zp F`° ra o o g o¢ 0 o 0 a ao ¢o �z ww ry cn C:¢ c w� 0m0 z m J o m ¢ w �Z o� go Sam C/0 m oLL ¢o a r zim O Y � v w¢ zl< a0 3 0 C C)O to L / ' ^ L O m @ � / / f6 (0 � L � CO Lf.) 0 :3 Lid r— T_ W o tv m LO }+ U) co 00 N N LO M Q �t r a1 M o E ca E Z Z E O N cc c d U J Q Q -.J JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. 7.1 - an v _ aY m 00 LL0 21 0 0- r) 0 .a O C) 0 I m Ln C) M L0 L 0 to O .O Q J N O 1 N LO LO 2 0 C� 0 rn c Y R N N 0- E 12 E O L N LZ 0 v v 0 vl y a .o i a c 0 0 J LZ M O Q 0 a I.7 N O N a Q m CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 1� (2) X M LO TYR G (2) X ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (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 7-38.22 1 -60.99 1 -60.99 1 -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: 3/16" EXP. 1 C%6) or tV32" EXP. 1 (3V16) TILE: 1V32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 $" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t-/2", SHEATHING SHALL BE FASTENED m WITH ASTM F1667 RSRS-03 1 Od (2%' 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 [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[ 12:12] ,. ,.,.. .. J N Mco a .. a :::: ..... r- Q :::: ..... c0 Q . ..... I.[') „ a .... ..... a M ¢ :: ¢ ... fV a : a : t.r) ;; a c4 a .. ¢ ... 00 ;; a ... ::. . ..... ..... W W m m B3 wI ..... . J1G AN < LU > N > W I CJ5 CJ3 � CJ1 co tip, U U U (2) Y ... ........ \11 I." W ' I I =, M LID U U U v (2) u u yV/ UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFU_S 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) 1Od x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2", Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR W/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 1615 SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 535 1 10-10d SPT22 735 8-10d SP2 1 1010 605 112-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 WA @WOOD S5 WALL LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'4' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY CARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" cei C%j CM c ce_ as t CD ux � ra ca .c, ._ o� ,� ppgg Ul �t�.�."r' MM ���h C .° (i9F3ll�ti��C3 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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W wiIIIIIIIIIIIIIIIIIi a .r E p b p U 0 0 o a) W N N ODD opN 7 rC7 O r- J M Q nN) U 5 J M J W 52 W LL d to Z J Ne L6 C a O W w '0 W IL,Z_n U5 J 2 m Z Q 0 V N -1 Og U Z W ❑ ❑ z N M o C, z z o a � d E3 � I N N c.] z � � o a--) LU p (M , U � O Ln �N o 'L � LU J �_ E _ ai .LL- (i o v0 e N 140 o J z W C.0 M Z ¢ ZZZ Q LL E E u zo �a � >M zo o� FCor0 20 00 o000 '. � o W z M Cl) It wo WW W z C< � Q Uz W 00 zs m Q W WZ 2 go Qo z� _ o M <r w zI< �o dF o 0 CD = > L CO Lid = LO Cr T I' i..l..l Y U 0 m �1 i 0 LO co N CD O N LO M Q 7 ,-- E E M 0 z La Z E C)`° c L0 E o U a io c 0a J Q p JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. 7.2 rn 3 v 2 OD u7 0 0 u7 Ln v v to all J r\ 0 0 I N s rr m 00 M ui L t� 0 a 0 J N O 0 I rr� u-� lCi 0 7 v 0 �Qo Q C C i Q N N .- n. E F2 E 0 0 J N r7 U 0 �o a 0 0 0 U J N LZ N N N v 0 0 a r�7 N 0 N 0 a m GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. g, 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 �� . 0 Safe vertical load + Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 0 8F8-1B/1T 81`8-06/1T SRF6-OB/1T O © © 0 O 01 0 8RF14-16/1T 8RF14-0B/1T 0 W 8 F44 1 B/ 1 T 8 F40 16/1 T 8RF40OB/1T 8F321B/1T (A 0 0 0 0 8F16-0B/1T 8F16-1B/1T : ''• O O O O 8F20-0B/1 T FORM & GROUT SOLID o �w ' LU 0 #5 BAR CONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. Im E IN E TYPE DESIGNATION F =FILLED WITH #S MIN.. (1)RE AT TOP (1) REQ'D ALTERNATE POWERS GROUT/ U = UNFILLED R RECESSED CLEAR STEEL LINTEL d e QTY. OF #5 OQ REBAR @ BOTTOM OF LINTEL CAVITY G ° M.U. #5 REBAR AT TOP U1 G° , MIN. (1)REO'D 1-1/2"CLEAR 8 F 16- B/ 1 T a z ° G ° � L6 Z GROUT tNOMINA L QUANTITY OF 4 5 REBAR AT CO Ln ~ x��w C.M.U. WIDTH #5 REBAR AT ° 0 BOTTOM OF iL vt Z w TOP o LINTEL CAVITY w 0 NOMINA --BOTTOM o Ir t; o HEIGHT REINFORCING 4 4 (7 0 Z 7-5/8"ACTUAL PROVIDED IN z u O w ui 8" NOMINAL WIDTH LINTEL ¢ _' b 3: No 5 REBAR AT BOTTC (VARIES) o) Lo Cr a AS INDICATED MATERIALS 16 GAUGE POWERS c precast intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM Cgat a = 3" to psi slump. 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SPF STUDS @ 16" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ %" EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.G. & 6" FROM EACH END UCTURAL SHEATHING ACHED PER NAILING IEDULE E PLAN VALL NOCKOUT COURSE 1) #5 CONT. PLAN FOR FILLED CELL CING WALL SPLICE DETAIL SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O MIN. 17'-4" LL Y-8" LL LINTEL PLAN - ELEV-Bl SCALE: %4=V-0" c-� CNJ r� SW �.0 CkZ rx ra CL W gm rLU 0 a YR 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 Wm E m ® 0 N N o o c co ,. N N )r- # � J Vi 4 N 0 M V' u C J LL w J w o Z -Fa � 29 o C ogr` 0 W r °_' MW Z Co N Z d 0 N O U U o W pp z N [+J O �O z CID z � � Q J d � M N z c �-) 0 W p a V O W S L4r) c �N F- U � c �- - E mI Z L y C W to, N 14 O J K W CID M y � Q zzZ Q W o z o 0 ZZi 6 N ±s U = z e oCo a !'- ro SOU 00 Q G G 4 0, <o ww A� m� 0, m -' mo <� aw �Z a0 VJ oQ LL ¢o y F =� m F C9� M V W ol¢T� '0 3 0 CCD = i > CO �/ L.L LO LO ii Q M �-- I Lid Q :3 LO �-- CS r W Y1" U '1" ^ ' `v Q m 2 ,O #+ W L 0 fn co I.n o o O 00 LL O N LO coQ � �- (o T M E cc z Z E E Q a) y m` E o a ai CD d U _ Q p .J JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. 8 CM 3 s m 00 0 PYi L0 Lv Cr C 0 t� 0 J N LO LO N i x m 00 0 M LO L0 21 0 0 J LO 0 I N v V) 39 Q rn c 3 Q N N a E ai E 0 S L v i fi y U 0 a vl U .21 i a 0 0 U J a� LZ N N N v 0 0 d N 0 N 0 m v m v cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7PSF BOTTOM CHORD: 10 PSF 2, 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE, 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ 1 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 TfME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3, ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDEWT BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete 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 ba licensed pest control company before a certificate of occupancy will be issued. TKe 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 RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%$" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C1%j C C" C* N w a � o u� � �LL-or cl,, ez ru � L n Y� �'111S t a , 4 flV p� Ij ra \ ^ Z 1.�� �,� CIZ it To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E o M 8 o aa,10 m = ai U) Maj 'V LL a C -r LL W -,u-LLLuo o C:a' v o P 0 W O o c? W U5 m Z CN M Z Q IL N OU W ❑❑ m 0 Z N z � � J E3 M N z Cz � (1)(a j- �+ c,> w m U Ufa 0 w 0 in CJ c E ° 3 oI I- L � U o c U) C[ N O ®® N � r- 0 � w M M J Z p ZZZ 6 LL E zo z"o Q o N F- ro p� g 04 ao 00 O 0�z ' tCf> p❑ 0¢ m 0 o° Z m C H Ng F aw poa oz g one C) i Q a F F tz O o� z r� O J w¢ F a0 v 3 zla o .N O LO LOns i CO LO O : LO r t"T T W U 0 0 CV Q m LO Cn co 0 L,s7 o N C:) N 04 LO O Q r E r CV) m Z ON N f0 C 0 U v m o C JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. SN s m LO r) in v .o e ID 0 J N 0 0 I N Ce m Ce M LO LO v <n 0 0 J LO 0 LO I N LO v cn 0 i V 3 FV— Q N 0 a E N E LZ 2 L v m J y U E 0 0 c>I 0 i Cl- v 0 J t- M O 0 a 0 a N 0 N 45 0tz Q m 0 to THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING k'1 k I I-��...........I. ........ ... 16GAx1-1\2" LONG (3/4"-1" CROWN) g�. j....... STAPLES 6" O.C. VERT BETWEEN ...:MAX-f. .......k.�...''..''L.. _... I;:::.:'. 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 0 0 5'-0" ¢ - STUB -OUT FOR 1'-0" o o LO GAS METER 0 o V U O F N oz • 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. 7-5" (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" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8"or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL w C> STD. 90° CONT. #5 HOOK BAR STD. 90' HOOK BOND BEAM - r— BAR #5 1i�l BAR #5 CONT. u 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 REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # 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. L a 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. 4" max. 2xrequired when indicated or_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than t -;;nnlh 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 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap + Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q�" Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 11 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 Web Stiffener Fastener Schedule Joist Bearing Location Series Depth EndI Intermediate BCI 5000s® 9-112" 2-8d I 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000se BC16500se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s6 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 16-16d 6-16d SIMPS( w/(22) NAILS 1 5/81 THRU BOLT SIMPS( w/(22)' NAILS 1 R TRUSS 'OP PLATE JIM 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 beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — ME<o co 6" A 1%" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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 Any 16" joist - - Span � 8 11-.. .I,-11" 4, 0. .I 2,. V 3 l'-3" 1-7" 1'-4'I'" 2-4" 2'- " 3' 3'-7" 12 1'-G' V4' 1, Z' 1-2" 1, 3" 1'-9" 2-4" 2-11" 3' 7" 4. , 4-9' 6-4 16 11_0,1 1' . 1' 2" 1'-T' Z' ' 3'-2" 3'-10" 4'-'" 6' T' 6'-4" 7 2' 20 1'A7" 1'A" 1' 2" 1 2' 2-9' 3-a' 4'-0" 4-10" 6-11" 6'-11„ 7'-11„ 8'-11'" 24 1'-0- T-T' 1 2' T-3" 2'-6" 3-7 4'-9" 6'-10" T-2" 8�" 9-6' 1'0' ' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° °. °. SEE PLAN FOR °• ° • ; .'• j FOUNDATION INFO STEM FOUNDATION \ r-GRADE —MMKIC ec� nI AKI Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1l4"-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 0 requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. /-VU UMAOt 4 rvt SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN SIMPSON H10A w/ (18)10d x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION Z: .d q .4 d ° a i L; III—ICI—I� d d 4: —I11—III—I_ d I—Ill—,.1II— "-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" —\ CENTERED @ PIPE PENETRATION Q d a PVC OR SCH40 SLEEVE PLUMBING LINE .a /L 4 �I • Q d d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE G. d I- i�-fir II� iI Q 1�,111— a SEE FND. PLN. SIZE & REINF. 01 01*4 �LU LU a C14 .� CP T ••',s E n t' 3 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 engineedng portions of the drawing pages bearing Engineer's signature and seal. W W aco v E 8 fJ 0 CO a r S 0w 9) Q C0 (• J Ci V - * LL N S J �- 52 w wa cc U_ o e9 W r°2C' m Z L J L N z Q (J J O U Z W El El N O Z 0 N z o � U) a a N to z ,o 1 Q) LL T (a CJ� w U ° LU o U W J r- - t 6 U 0 c U' °° N 'M o w 0! M zO Z G 4N I.t_ E C- O V ZN z ❑a F t8 _ g0 00 U O E �< p, Z57< a .� aQ �w o ¢z mo O¢ zaU OO ¢w 3:o i g o a W m J o JW <Q ;a `0 M d F ° 3: C LO ^; m 0 W L Co LO C) r ,-- W 0 " °' N Q m >) ' 0 LO 0 4- cc o p .0C4 LO co Q � T_ r CD r CM o E .� � z z E Q N m @ FL o U 'o :? ¢ cc r_ c JOB NO : 23-00527 SCALE : AS NOTED SHEET NO. S N 1 i 1 TTIf I I v, 3 m L0 00 0 rh LO rn v C) 0 J r\ L0 O I N 00 00 0 LO v 6 V) 0 .o a 0 J L0 0 0 I i L0 l0 L 0 0 Q N 0 i W v C c J U UI / 0 i d 0 0 0 a> N 0 0 0 O 0 0 Q m v N V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) FOR UNDERLAYMENT 10'-0" (R302.11) 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER , e SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM =III=� V=iL ' ' 11=LI=1 1=�= 9 1-III—III=III I ° II III —III —III=' D7158-CLASS G or H, or ASTM I-1 �I 1=1(�� ; • 1=I I �I 1=1 I 1-1' D3161-CLASS F, IN ' I —I L 1=1 I ! 1=� e - 12 ACCORDANCE w/ TABLE (TYP') VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8„ RESIDENTIAL ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIFSAi_'\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH--� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT, FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER - TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE I I n t ep I 00Z Z cN� n I —� I— - 6 MIL VAPOR -/ - z BARRIER _I D '4 D; • I� T e COMP. SOIL. -RE (COMPACTED TO 95% I I MODIFIED PROCTOR I I I I I I I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0° S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14T O.H.D. RECESS PAVERS �. z M 4. SEE A/S3 OR J/S6 FOR REINF. INFO. 3 MIN. CLEARANCE 1' " (1 STOR ) / 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. 0%) 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. 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 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10' "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 21' x 6 W1.4 x W1.4 ATTACHMENTS 2 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 1/2" z 31/2" MIN. 31/2" MIN, 2x4 CONT7 A.F.F. p o e = _7ry-� 1/2"(min.)-4" b _ =1T- 1/2"(min.)-4 I I > N oo — — a —I =I I ITS - ,r... p L —,n — IIIi11� GARAGE DEPTH VARIES 31/2"(min.)- 4" I • —I1TI- y _ =1 IT II — 1 =1 IIJ ��-1TI� 1 (2) #5 CONT. I - � I 1 r'! Irr 1 I l lTl.1 4" V-4" 8" (2) #5 CONT. 4" 8" GARAGE SLAB AT STEP (*B� �A MIN. TYPICAL BEARING WALL IN STEP TYPICAL BEARING WALL STEP SHEARWALL C @ ('CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 O`'�GOR 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 1G� "`\\\ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING /;_ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR d #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8- x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T, PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 3500#, MIN. TENSION 2600#) 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR SPACED EVENLY 2X PT PLATE #5 REINFORCING ^ FIBERMESH a BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 _ C„ WEEP SCREED INSTALLED r �,P 2x P,T. PLATE o w/ (10) 10d NAILS END OF 2 x PLATE WWF OR FIBERMESH � PER MFR INSTRUCTIONS ASSUMED FINISHED E #3 OR #4 REINFORCING BAR v v GRADE 40 MIN. F - 40ksi D GRADE_z #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy- 60ksi] �' m e ° o z �, - _ - o FINISH GRADE 25" MIN. LAP 30"MIN. LAP Y a =1T_I— I p I1=—IT_I—I �1T _r MONO OR STEMWALL r� �. [ ] FOOTING MONO SHOWN �TI- I p D. e W ]�I I f=_1 I f I= I I I 1-11�1 FOR CLARITY _ 6 MIL VAPOR BARRIER R 1 7/8" �' I I IT I I I I #5 REINFORCING BAR - Z '_ o: I rI I— 1Tf T z jT! Tj jar f #5 LAP SPLICE j�� �( NOTE: I I — —I I � = *FOR BEARING WALLT7= _ r COMP. SOIL. (COMPACTED TO -I ° W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTMTi- - -_ D1557) 4„ 1-4" FRAME WALL TO C.M.U. WALL CONNECTION rD�'� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION, /- 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.} 4 GRADE co _ _=_- =1#51REBAR w/ OPT. I — '11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E CV ' r Cl) a • �—I t l ;11 ��=11--I ' �. ' � . '. ° � III=11 � I I-- . r SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 21/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT — ¢ INTERIOR ° A. , -31 /2 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C N I— M 6 MIL VAPOR BARRIER - =jjj�jjjj( I�I I — fI T —I I'"— I I I I �- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 — I-- � I ICI � I I (oNzj #3' 36" MIN. LAP [36" MIN. LAP] CHAIRS 10" (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-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 `rN a . AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN - TOP OF BEAM 4 .a I In,I I Ir=rl I17 (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL 't c _ - - _ -4 ° ° a : N h-r, ,,=rl LIT n T� `�' E BEAM SIZE & I Q r 1. I �r CONNECTION INFO a d 2x4 #2 SYP P.T. FRAMING w/ I IT�=1T MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T� ' fi 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE > 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. M SCALE: 3/4"=V-0" �,S3_) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL --� W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS - Z o0 2 GRADE �] ) E FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 w SIZE AND REINFORCEMENT) c7 • r WWF OR FIBERMESH ; V, � � W o W v a' PAVERS B PER 0WW = p o • • • Z aRI1K COMMUNITY SPECS U c>Z< w FOOTING -� �I r,, • • PAD REINFORCEMENT CLEARANCE (SEE SCHEDULE) TAPEREDSEE FOUNDATION FOOTING WIDTH CONIC, PAD INFO. SEE SCHEDULE . CPATIO COLUMN FTG. DET a*� Cn cV Lu CC In •14 `; _ cz, G_.= 2 0 R .'pts FppA <o. F'�E Z;dst@@kni9o"BP�l�v S 0 • 4 e E• v �� F� "E/ f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 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. WE SO O ° r0 .� 00 00 (m N 00 F13 tit` NOt..�'uL- Wa- Z ase , m a W _ 5N� 0 1 0) m w IL Z . N N 0 Q— zN OU < L) W ❑❑ v M V z N M 0 z � S z o V) N a Cz 1) LL 4 Cn ° U g 0 V) „, o c N U W J - EE L 8 o. U o °� Q OD 0 N O� • W M M J N ¢z p S� z 6 r1 cd,E Z oo<� >N 14 E U F0 ❑a � 00 ,� wz wz @ ? C <o 0 U m� Q m� W<w S o g co 3 a N� m Qo �O C7 XO WW, I oUT cC) = �f J N LL LO LO c m �. Q� CO LO O : LO T W 0 m LO LO M Q CD '- T T E M o Z c0 z C� ECC M c E U _0 a � p JOB NO : 23-00527 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 m LO 00 M LO a cn 0 0 J N 0 0 I N i m LO a to LO Lo 0 O N 0 0 I LO LO V) 0 V 3 Q N N i 0 a I8 O x v i a) M ZO 0 0 0 i a 0 U J c� N 0 N ;5 v 0 0 CL M ij - Q Q m „ 0 N (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 TONNAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 1 2" MAX M M VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" Q.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 / I U INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH 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. 54 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16' O.C. W! SIMPSON SP2 w/ (12)10d (3)1Od TOENAILS T&B NAILS AT EACH STUD JLJAS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3) 1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING 11 FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)1Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE V—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. 54 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S(� SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 11 I'll III a ° 11 d 4 a �a a 8,STD. 90 HOOK g" 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 ERLINTEL NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. U3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ®OPENINGS LESS THAN OR EQUAL TO 6'-0" 1N 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 CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL T O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .:, GARAGE FLOOR TRAVEL DIRECTION OF .. GARAGE DOOR MOUNTING BASE DETAIL SCALE: N•T.S. a SCALE: N.T.S. a H a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S,�cF CONS' 2x CRIPPLES @ ---� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) lC SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • 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)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. Op SIMPSON HTT4 TYP. Op 4q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. 54 3E _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS rBLOCKINGW! 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 ( ) a O/C FIELD v_•? a 2x TOP PLATE '- 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ _ CHORD OR BLOCKING SIMPSON HETA20 w! (8)1Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB STUD 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. . O O. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) x10" "J" BOLT 4" O.C. MAX. . (2) PER TTOM PLATE ISE TION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL AND FILLED W/ GROUT 1 #5 VERT. 1N CONC. FILLED CELL W/ STD. 900 HOOK 1N K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 1 SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 1 . 48., SPLICE STAGGERED \ �1Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION J/SS -ATE AND KISS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LIINTELS / L f SP4 SP4 ME[4IM 14, -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —1Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. !&NUT OXIED A.T.R. I&NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE /— 2X BLOCKING 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL /� 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED 2X8 P.T. BOTTOM 21 PLATE ULI 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° rE SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: rl 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. S4 ems o ::.. LLJ cc V C' 4. 9 i awe ® Pg to a �°�yuS$k69l�P k�ak�r f Eii t cy '1 ; � �W. �o IN I ........ ' NN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 8 p� S V N 00 �p _ In I Zo M V 2S2S � LL C J W LL 5 LL 5 LL J ul Z —arn o L O N O W 2 to W LO M Z Q J N OU L) to W a❑ N M o� M V) C1 C.l O Q) 2 +� mw U O—� ,.,,A $ V) � N �N = ws E y U) Q N W OC w M O ! z Q g Q ® zo 00 z� <� zp H CU :I3 g o� 00 o� r az a = z O V 0 oox m a) J wo >z ¢2z z can o Qo d a w4 ;o 'Cf' Ozl¢ a 0 'S T C) rr LO m M Q/'� c� L L.I. CO LO LO r CT r W _ G) U 0 m ;y LO a--+ V) M cn LO Co0 C) 00 -0 ILL C) � N I.C) M Q � ,— 6 � CO r o f6 Z O N E m M 0- U ° Q p JOB NO : 23-00527 SCALE : AS NOTED SHEET NO. S4 III i� 1'; 1 I�i1 11— — - - -v On 00 ip 0 Ln u') 42 V) a 0 J N g i N m 0 cr v c 0 O a r` 0 I M i Cr 0 L a N 0 i a E E 0 z 1 C G J tz -0 v �v 0 UI 0 a. o_ E 0 U J M O N N A 5 a N O N v a m c� SIMPSON HGAM10KTA W/ (4) 1/4"x1 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 101S5 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) 1F >9" SEE 1 O/S5 MAX 9,1 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 r No• 45'± X DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2"x4"CROSS BRACE 2x4 CROSS BRACE SCHEDULE FOR APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT • RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w( (3)1Od EACH JOINT W/ (3) 10d "L BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ / & (2)1od TOE NAILS @ .• AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) l Od & (2)1 Od (NOT REQ'D WHEN / AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING 2x FRAME WALL (SEE WALL SHORTER) // GABLE TRUSS 7/16" OSB SHEATHING END SECTION FOR SIZE & SPACING ) 2x4 PANEL BLOCKING' 112" CDX PLYWOOD OR ATTACHED W/ 1 Od GYPSUM WALLBOARD GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & �� @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12" D.C. FIELD BOTTOM ATTACHED O.C. FIELD THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS } EDGES AND 12 O.C. FIELD (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING FASTEN WITH ' FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. - WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM 2x4 "T" ON TOP OF PANEL SIMPSON HGA1 OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO 10dx3" @ 4" 0!C @ 48" O.C. MOISTURE BARRIER SIMPSON META12 w/ (7)1Odx1 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOCKING, FASTEN WITH 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 @ PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T,S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N _ � r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2)16d NAILS -WOOD TRUSSES 60 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 12" 1 1 2" X RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 & (2) 10d TOE 10dTRUSS SPANS `� NA NAILS @ EA. END ATTACHED W/ 2 -16d r �� AT EA. TRUSS JOINT " „ (2) 2 x 4 LAMINATIONS W! (1) ROW (3) 2 x 4' LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W! (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE • (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST 4 () R 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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9° 8d @ 6" O/C UNSUPPORTED, IF >9" SEE 10/S5 r- WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116' OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12 O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T' ON TOP OF PANEL I LL EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH I— 2x4 BLOCKING W/ 1Odx3 @ 4 O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION K�9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL r (2)16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MI N. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SH SCHEDULE ,TTACHMENT t SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N,T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 21'x4" (U.N.O.) L BRACE 2"X6" (U.N.O.) L BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 114"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) 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. LU 0 0 d CORNER JACK Y Q w O U HIP FRAMING REFERENCE PLAN z EL \—BRACING w/ (3)10d x 3" AT EACH CONN. @ 24 O/C -MOISTURE BARRIER .BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" Q.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED 1T EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -t 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ E 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N,T.S. S5 2x4 "T" BLOCKING 1-1 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX v- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ON MM No AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING Wf 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 Cvj C\1 , = kc - .mot Cog J. =L E C' - 4W ar .: 3: c` W as c � r a ���°aa°4`s11�1B js z -!" _J • '' -40 . FL , f' •vi C wC1 A 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. Enginee s signature and seal is onlyfor the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Eq 4 U N o p♦ N y W 3 — N 0 y "2^- J LL Li LL W 0. Bey � m : Y, ° Wy:vo �$ O No W Co O 204 z - M Z Q - N OU U W ❑❑ M � o� CO N — N M N `n 0. LL w LU in V OLU o J UInc z L 9 Sim co < N 0 (� o w M M h ¢ z Q LL E wo zo Q ® E U oLL wz �0 ❑d Ca ra o 5" oa 'o o� m r � a�z � �J CA)Qo gQ m� o° U 2 U m J z -=5 C W 01 z ao r� " o� u q w NWm ~ b aW w L� Y�0 N a a O > CD ^ L I ' ^ �i , 6 0 2 M L U') r Ld U) 0 0 m LO I}+ 'v^ •ice vJ co to Ln Co O N 0 00 N N p Ln M Q (.0r T i6 (Q T CM o E c Z M z i/i 0 E U a � Q p JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. S5 0 00 00 21 M 0 c 151 n 2 0 M i m 00 0 LO C Cr O -a a n n g N i 0 cn, 39 N N a E E O 0 C C J y N ti U -�7 c U 0 i a 0 0 J f� M 0 N 0 0 0_ O cV N 0 a m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION - BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 /-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 LU FOR MORE INFO w in o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD Jf`w LAYER 1/8"THICK. �w vv—INSULATION PER CHART ON FLOOR PLAN B R S6 S6 --METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO ST.._ 2nd FL00 BEAM/GIR 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. IOR TRUSS/JOIST 2x STUDS @ 1- 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS F WEEP SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8) 1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15132" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF Lu NOT FULL HEIGHT SHEET-C rn Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING 2 [T SOLID 2x C BLOCKING @ ALL o C SHEATHING EDGES (SEE OPENING SECTION X-X w Q. 0 C x �w x E r _2xSTUDS i BEYOND. U SEE PLAN o [I A rn \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION A FLOOR CONNECTION B 3/8" "S" = NAIL 3/8" SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. CJ'6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPACING FOR ADDITIONAL INFORMATION. _S� 3/4" S 1/2" 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL------- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL l \ SIMPSON LSTA24 STRAP w/ (8) ' x 1 1/2 NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT cr: a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. Uj a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d MUNICIPALITY 4"to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED C .. G e . o. Z17 CV ° °' . +'a ' Q 'd. FINISH GRADE 00 FLOOR TRUSS SEE FRAMING PLAN _ rI 11= I `I - - - OF FLOOR TRUSS �I �ll-I I I I ° ° III III=11=I I I I b A. I=I (=I I=I I= T SEE FRAMING ;:' " ., WEEP SCREED 6x6 w1.4xw1.4 . i 1=1=� WWF OR FIBERMESH -I I I I �I �1 1 I I °' "III _ _ J-I o z -I I -I T PLAN , INSTALLED PER MANUF. �� III —III I I <' — I 2'x4 CROSS BRACE @ 48' SIMPSON HETA20 w/ (8)1 Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS 24" O.C. INTO TRUSS @ I I I I II II I STD. 90'HOOK END WALL W/ (2)10dx3 @ EA. BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR • , W/3"MIN. CLEARANCE 4'" 1 "_8"" (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2-STORY WALL SECTION J SEE DETAlL2/D2 FOR MORE INFORMATION REV.03.16.21 SCALE:3/4"=V-0" S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. TRL RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE ' f( a O ° =M 11= SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN- @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1 A x W1.4 WWF OR FIBERMESH ICI 111—r1 II II I I II I ICI I I III (3) AI W/ 3" ON . 8" 1'-8" 8" l CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING 4LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" Q.C. .STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END ow JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y". u) rn ? (3, NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL q. Z w= @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o O w/ 8d COMMON NAIL ow I O Qr O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O wl 8d COMMON NAILS @ 4" Q.C. (2) ROWS @ TOP & BOTT. 00U) v~i OF m L'L rn I-- OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O O MEMBERIF GABLE END U_ NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118", rc_,N WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE o NiFRl0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH " c 4 a . M A. III —III —III II ` e IIII IIIIIIIIIIII .9 e . a P. ° —I (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. co FINISH GRADE — 00 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. C►1�' ors _® CV m C= Q a I-, cc T3�� W C= u M^. fu � GYP ,�1ss,(�,"�6`a1468i{fffg 8 _ Nl x M 4' 1 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 of Q 8 0 v 41 O W N N ro 00 N 1- 0 Zt *� H My Q J LL W _j a _ w L- Z �O' a fV CO i dot 0 c� W m W 0 ILZ � MZ a �p N O U 0 Z W O❑ CD a) Z 93 ) — 0 0 z o J M V) Z a � o LL T1 ' N f 6 r-r-r m � �'° 'fit • V 0 o L/) rYCq VLn1710 c} LU — E m' z t 8 U o N o N ¢CID �� o W M J p Z Q � L.L a zo �� >M Z" z® 14 Q E U o� oa HCU QE &� 8 U Orr `6 a = w z o �W cn no - 6 P ¢ m2 0 W zh- z m � � OU m ¢ W 3 U.) 3 O g �� z 0 QU W .) 3 �w a r m o Jw ¢ �_ > O llllllllllll� O M t r .I< d H 0 3 0 O O LOm LO m cc �1 Q I (0 LO O^ = L T 0- r Uj Ua+ CNI coL_ U / }+ 0 a--+ In M I.n o o C) 00 ILL C14 N L0 Q r S"- E cor •c Z Z 3 O N E U 0- Q p JOB NO : 23-00527 SCALE : AS NOTED SHEET NO. S6 (MONO) On v S m 00 0 L v cn 0 a J N CD CD I i m ca LO rn vv C/) 0 Q r` J N 0 0 tn Cr L C Cn 0 rn 3 C Q CN 0 v o. E iu 0 S v c c J r7 U U 01 'o a 0 U t7 0 0 a N N 0 Q m a� v ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 e VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: � = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \61-. JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO F 2x8 STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER i 2x4 CUT ON BEVEL.. DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL - -2xl2 SYP BEARS IN WALL —2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 1' AND 11' GAP TOP AND BOTTOM, GLUED AND A X/0 NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP / zAz2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS '- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) E CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 PT UNDER 2x12 C 2x4 BLOCKING FOR 2x12 ROVIDE MOISTURE PROTECTION RATTACH ALL COMPONENTS STAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.C. / ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ T" X \ NAILED TO STRINGER 2 a' TAPCONS @ MAX. 32" O.C. TOP OF STRINGER 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \61-. JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO F 2x8 STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER i 2x4 CUT ON BEVEL.. DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL - -2xl2 SYP BEARS IN WALL —2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 1' AND 11' GAP TOP AND BOTTOM, GLUED AND A X/0 NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP / zAz2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS '- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) E CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 PT UNDER 2x12 C 2x4 BLOCKING FOR 2x12 ROVIDE MOISTURE PROTECTION RATTACH ALL COMPONENTS STAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.C. / ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ T" X \ NAILED TO STRINGER 2 a' TAPCONS @ MAX. 32" O.C. TOP OF STRINGER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x SYP CUT TO FIT STRINGERS G­4� BEARS IN WALL 2x12 SYP BE IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 / 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP 2x4 SYP BLOCKING XT FOR STRAP / 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ (14) AND NAILED TO FLOOR WITH GLUE 4) 10d x 1 1!2" / AT STRINGER CONTACT POINTS \ NAILS) CTION VIEW "D" SECTION VIEW "Ell SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED i NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: �' = 1'-0" 2x4 PT NOTCHED ►NTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4'GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE:' = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING F2X8 BLOCKING _ FOR NEWEL POST TO ANCHOR TO. -(2) LAYER' EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:' = 1'-0" NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: �' = 1'-0" 2x4 PT NOTCHED ►NTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4'GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE:' = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING F2X8 BLOCKING _ FOR NEWEL POST TO ANCHOR TO. -(2) LAYER' EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:' = 1'-0" NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:' = 1'-0" NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" ECTION VIEW "H" SCALE: 1" = 1'-0" av-y N C ev �. � d C114 > u a C) gal. Q. c It C-.-, ell)�Z=; c C a E "" s J s r < e' i1.� .f%ilii�y58'i�alol 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. s W 'tN Q 8 o N N V C.00 N N O tC1 ti � a # Q�j�v � u. C J LL LL LL a .@ N � O W ��O Y m z N oQ 0 W ❑❑ ch N z to 0 Z QQN � o a) Q Q a N 13 M to z /�, Pn C W V O LL U'J U O w g V) c Y ( �(Z A U u, o r _ m E 8 A�w. ry = L Qr U o • ® N 44 C�> c W W it M M J w 0 ZO zo Z z < i U_ a zN E 0 Z® oa ro �g 0o o E oQ ao S< Wz d _ L 4o Q ww W J Q O m 0 z m J 0m ¢ ° QW ' z 3 � o oW z 30 aZ � nw W p M H o� �3 o M w M a� oIa O0 3 c O o T J� w LOrn LO 2 � Q � O Co LO 0 Q m LO U) LO ca N O OO LL- N coQ It I M E c Z N Z N E O nl c a E v .. a w _j Q o c c JOB NO: 23-00527 SCALE: AS NOTED SHEET NO. ST T T_-------- F_ 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN APPROVAL FOR CONN. 1x4 1 X 4 r 11 1x4 P.T. 3-1/4" LONG X 3/16"� ,L 3/16'0 X 3 LONG L FURRING FURRING FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST, ATTACH MASONRY THROUGH j -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" 1x4 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 TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. ; x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" ! O.C. & 4 FROM EACH TAPCON @ 16" O.C. & END w/MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"0' 3-1/4" 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 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-oil WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d 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 T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD, BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS �--LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED L2 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. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 71 ±5n NOTCH WEB AT 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 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS r ° 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 IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" Qs") 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. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 —_ � H W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER/.-F. 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: SEALANTII� �r T * II— PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. g — }T�,-rr PRESS PANEL REINFORCING INTO PLACE. * 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF F MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL IIIf- 1� ° s I -�•j_ F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT c�= FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP GRADE G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE cli ° o REMAIN FREE OF MORTAR. NOTE: Cl) z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS iR rHE *40 S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 00 #5 REBAR (TYP,) 2r TD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ;2x 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 LOCKING 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 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2x O�FRH A + + 4FNorh + + + + + + + ,` + + 2X4 SYP I II�•I EACH TRUSS CONNECTOR — Fe SEE LINTEL—J I/ SCHED. 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 + 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 QWPPT M Amn SIMPSON HTT4 w/ (18)10d x 1 1/2 NAILS TO STUDS & (1) - 5/8n DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3— - z 0 U_ O LU U_ U @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT a. e d FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. " •d' OVERHANG-,- RETROFIT�s. .+. a. d WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" SCALE: N.T.S. I INISH FLO ° �.. d s #5 BAR S X D s 1.0 e D ° " CENTERED W/ Qg s ..' ° • . .' s IN TOP o s a ' KNOCKOUT / C14 - ° CHAIR BLOCK MONO FOOTING a ,° SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL s °. ° s DIRT z g °• ° FSTANDARD o #5 BAR IN ° HOOK c� FILLED CELL - - Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO ¢ EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY Ej 4" SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. co' tV X 0 v �� o R;S�"a,��sa�E41P1dAjf�f zeNN r.�rt4}� rVV >. 5 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. H o E a 8�8 0N o' o V ' c o N �� 0 stir` No 2 N S J a = u- 5Z L J LL a LL Z — d a r m v _ Z o o W co LL Z co NZ a J Z O U 0 W El Li M z N fo o z N z o � Q J N z 0 W O W o LnG)C N ul U w E 3 I r = w di U o °. C � Q m ® ® N m I� o co w r� h ¢ o � z a ca E E =o oo z zaN o oa F— r0 of o nR JC &<o wo V o V z o Co `° do < L o =3 C mc 4 o t< IDU W 1.° Z m J � Jo <� F ¢w 3 oa zo go a�w W 3 o =� }o ch v oIQ a �_ o Lo O 9(.0 LO LO r0 Q L (0 Ln O \/ : LO T � r W _ 0 N Q m Ln a-1 cn *'' d) W co LO Co o O 00 N N 0)O 04 L0 4 ` T E c M T Z ra Z 0 in E O W ca c a U Q p = JOB NO : 23-00527 SCALE : AS NOTED SHEET NO. SS - - - - — - - [ I t[➢t II➢litl I I � � — l I � .., - � i it, J111UI I ,¢i r,JELi m,_ r .:r,�e r�T—1 I 1r1 -1 1 -1- 1 ---Ir --- T___T_r r -T ---------- T_ 3 -a M Ln 00 0 rh LO Ev Cr < Q 0 CN CN 0 i N i 00 c M LO L O N 0 Q 0 J N 0 0 M Ln i L Q N d E 0 x 0 y ti N U 0 0 U a a 0 U J LZ N N 45 0 0 a N N N 0 a m CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE MAYBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. —� 1 A -----LWOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX YYl L - IwuA w ­1 111 VV YYLLJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. rnr+I I"111-1r11T1/'\°1 T\�1'1 Lr1 CONT. ROOF SHEATHING AT TRUSS TOP --j CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12)10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (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 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2X4 NAILS TO TRUSS�11 F PLATEOP BOTTOM CHORD 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— — MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS (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 SIMPSON HUC410 wl (14) L.SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE 71/ INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A� SEE ROOF PLAN 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 PLAN FOR a SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO II COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ xx (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. —• MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN as (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 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 g SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--' L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS 0 iv ev a� a cc a co H {� CL " !� 3 .G: - X � 7S w.r. 0. �s ,d i �Li N >� E. vYd CS,gyp., 6 `E� 01. •.. �•� , , 0y ..'N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as W a v E 8 mom I 0 14 ol"w� - 10 0 _ �co'n yr-rZR 1 4 vi Q C(N7 v � LL J W J LL � a_ LU — Q a- Y a �q, o W (5 N C9 rrn iY W �� m Lu ,ro N z 6 N O U W Cn DO N (h O Z CO z Q N zC1 Q) (D 0 W V O^ w g (13 oil _ _ L z0 �l « N o CO Y W Q M Z ¢ Z J L.L � a o E zo oo w= rry ao Ze F ra O E g� XU a oO 0U O� Co b wo z ww t o� ro -C ao �o° m0 m J <w �z a' oQ ao W c �o n w m z = o J w� 0 > IIIIIi M cr 0 _ OU§ > CO LO01—N LO m L j-. LO W U C0 LO 4"j CA 0 to M O) LO o C)00 LL N C3� OMLO N It r r �� 'c_ M r 0 cc z Eco O N C a v _j ¢ o C J JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. D 1 1 111-1--.--... ,1 Lc.IIV 1,11 1 1 i I m 00 0 LO LO v rn 0 O r O 0 IYJ 00 M LO LO v V) 0 r 0 N 0 0 I rh LO L 0 0 L 0 3 t— Q 8 0 0a E E O S v c J N N I.� L U 0 C-)CL N N 0 i 0 U J LZ N O CV 0 0 4 to O cV a m v cn (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR _ SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 (USE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL � BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 0 d FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE W. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONTAw- x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END (3) 2x #2 SPF STUDS @END OF ••` •• CORRECT BLOCKING w/ (3) 12d EA. END _MIN HEADER SEE Q/S4 FOR REQ'D JAMB • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPIC FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARDTO BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED : • SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• °• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MS I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ 26 10d ( ) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„0 FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4 TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S.��j SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD IF NOTCHED AT HEADER LOCATION (2) (2) REQ'D TYP-72x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) OF CRIPPLES IF LONGER THAN 8" T P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. CONTRACTOR MAY USE RTT ( CLIPS) NAIL BACK LEG OF CIPPLE TO 2 2x HEADER TO SIT ( ) TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d is NAILS TO STUDS ABOVE & 11 10d ( ) NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH W/ THE OUTSIDE SEE PLAN FOR SIZE :) NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN 3 2x #2 SPF STUDS O @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ 2 12d TOENAILS T/B () ---- (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. EWALL OR BEAM WALL AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR OLT w/ BOX HEADER E F TYP FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (� 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT ° ° ° ° ° �' 6°° I SEE FOUND. PLAN FOR FTG. REQ. OH STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS - ° TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • : • ' • "PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. a@ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER r7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR () 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ ' END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN ° *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS ° DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B ° THEN DOWN THE FACE OFlop INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 2 O O 12dTOENAILS. 3" O/C kT 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. <qT NO2 �48. ��TOp 2x STUDS 16" O.C. @ W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE tiljN (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. () 2 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) ' END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ° SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS;; W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ WOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 Wi 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST T-0"LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �0 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. �1 cue 01 tJ r") � St ff,�tl ���'y4t1iI1! OWN ''. ••��s _INNN C. %x 4 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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 dco � E a 8 0 °c'Los d 0 Co N N 00 Z M ° J N O # Ly J 4 Z C co U iE 11 a cc a ENO 0W ��°'a' m w J Nco Z Z OU a o w pp V M CD G—r (MV M og z N a Lj N z cD o (6 Vi LL LL c uca O N �N LJJ CT o c r— C14 in (6 LL J I x V O N Q N m I� a rr w M J w 4 Z z a Li E o += V z o g O F wz Z Z Z oa F� fC1 — 2 o 00 o E 0a ao o� �Z <o ¢z �w o L- Ca �°� o�Zz wg o° Z m m <w S 0 <° W co w a z m a0 �O z ¢ M0 J v w N O a o3 O JIM Lidm Lnns CO LO O =) L0 r r W rCT V/ N m LO a--+ cn LO o CD Q N L � C Q C r CO r M E 'c v; z cc z E O a cc CU a E U _j ¢ p JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. D 2 3 v, x m LO 00 0 r") Ln 0 Vi O J LO O I N m 00 0 M LO LO cn Q r` J LO 0 I N i[ v7 ED Cr Cn cn 0 3 Q N N v a 0 E 0 v J N N ti E2 U a UI a a 0 U 0 L= NM CV 45 0 0 a. 0 N 0 Q m v cn THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5 SEALANT FROM q INSIDE EDGE OF WINDOW FRAME � WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED I Z/ 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 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -, OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING \ REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING SINGLE JOIST SELF -ADHERED - FLASHING DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL-,-_� PRODUCTS DETAILS TILE FINISH---�� WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK --_ PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as# in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU -E-- 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU d 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts a 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" a Minimum) SLOPED MUD BED 6. Fold as shown by arrows ri a 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN _ 8. Mechanically fasten as necessary SLOPE 1'4' PER PLAN 1'-0" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER 107 Q 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 v 0 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER aa.. a a = W U W w 2 rr, ~¢ Ir Lu W O Z;U) WINDOW UNIT FLASHING REQUIREMENTS � DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID 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 CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING 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 i l = 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 L inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and RIM Jolsr SN building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 2 O wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. 1 SELF -ADHERED FLASHING LIM CEMT. FINISH SILL/ POTSHELF/CHIMNEY SMOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED INSTALL SELF -ADHERED FLASHING JAMB &HEAD NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (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, �'a (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 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. 1.3 1.3. In accordance with other approved methods. lo st SELF -ADHERED FLASHING m a 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. coat r Rst t Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 4 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 - , I 3-1/2" INCH FLANGE -_--- 1 �Iv II rlv PLASTER STOP THIS NATU DO NI CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A SOFFIT/CANTILEVER e esan 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 2AL FRAMING 2AL SHEATHING 3AF PLANE WRB AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 1� I� 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 ASTM C1063 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 �.e CM 04 C= Q � w U- = " E =. O N N_ 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E M a o 8 � N r Co 0 oo a N l�Np h" t�i 4 N M 7 C LL -I coLL� a 0 Z - d a L (0 w q o W 05 m Z00 MZ a J Z N OU 6 C) - W ❑❑ o � N z � Q N U) a M Vn)' 2! a W 0(D o 4-, O w o cn R �N = l✓ C W J =Ij® 0 .. = L N 7 c n Q N Illl, f9 w M M Z ¢ p Y5 Z Z Q EE sa 0 =o w°<� zo ? H- rp g g 00 a o a< �z � ITT ._om0 0 C U z Z .__I m etl Q W 1 :5- a g z gz o W CD oLL az m a 2 '7 �3 _ as Wo o Wo v o�Q a ° 3 yO Ii L i L i 0 Q/� � L Ln :3 LO r T W _ Q m a-1 U) ' LO m N O 00 ILL.N N LO M r r E CO r c C� Z cc Z E Occ rp E a N U C c o- Q p °i JOB NO: 23-00527 SCALE : AS NOTED SHEET NO. WP Ik Hill { _,, „I Mounting Brackets (10 Gaugep + T2' x +1(2' x 2-12" "` I T Sack Cross Support (May be Clot to M See Anchor Schedule J Right Bracket (16 Gauge) 112e Ma- A325 Gale f-i' W I #14Self-Drill ling Screws A/C Urdt Bottoms Edge "urricane Strap (Typical: 3 in frlor,t) Washers Front Cross Support Set Lcickin lutes (May be cut to Left Bracket (16 Gauge) #14 Self -Drill lay SKrevvsThru Bracket Sark Cross Support into AJC Unit ficlittorn Side (Typical! 3 each side for hurricane (drip) Slntviki4 mulsklaurl,3, anacrnsUi- gee i-nd v�le �ra�tttl�e s 6 liuwc are A+r III - Relived vupon "taimm i tzaatris, §r1113fS(a 1 Florida Department of Business & Professional Regulation Pagel a1 Building Codes and Standards IP11&2u21 Product Approval Application Detail 13�v' - •t., ... e-d- `�n. ..,v. .. �' ..Q^.- .t� �N;r 5�, � 3x> . ._ ',:.r ,. _. ei coda E Nn of or gitg Date pate Pawing site TvDa Version Manufacturer coreact Endneer&Lions. VWIdWad By Validated Submitted F8C Approval Approve status ARiimatlon 2D20 Smart Vent Products, Inc Michael Greham Hermes F. No- P.E. Locke epnben P.E. 1VI 12020 12/16/2020 1228/'2620 Approved Category: Structural Components (577) 441-5368 PE73776 (334) 300-1800 "Category: Products Introduced as a Result of Inroasmaltwentcom New Technology Compliance Method: Evaluetim Report from a Florida Registered Archliam oral Used Florida Professional Engineer PraduNa:. FL0822-119 Quality Assurance Anwovedfor Use Approved for Use impact Design Seo p product Model. Numher or Nama TLI Product D-inlian Contract Emkattan Date In HVHZ Outside HVHZ Resistant Pr sit rr 1 SmadVe #1540.5t0 Dual Function Flood and Ventlation.Vent I2f31n023 Yes Yes NJA +10061o0 2 SmadVent Model #1540 511 Dual Function Flood and Ventilation Vent I W142023 Yes Yes NIA +100E100 3 SmartVent Modal #154t}520 Insulated Flood Vent inlr2023 Yes Yes NIA +100F700 4 SmerlVent Model M S40.521 InsWe[etl Pldotl Vent 12/312023 Yes Yes N!A +10011 0 5 ZertVent Mpdel#1540.524 16&qud;Gamge Oow Flora Vent 12131/2023 Yes Yes WA NJA 6 SmsrtVent Model#154P570 Wood Wall Insulated Flood Vent 12/3112023 Yes Yes NIA -100F1DO SmaHVenLModal #1540.54 14.5&quo: Ge.ga Ddw Flood Vent 12131n023 Yes Vea WA N)A TTV Varslw Manufacturer Rav,lon 202o Drexel Metals. lne. Caregary: Roofing SubCaleg.y Metal RooMg Compliance Method: Evaluation Report from a Fiends Registered ArcnrtlC or a Licensed Florida Proresslonal Engineer pl#17878•RaProducts - se0 # Product Model Number or Name 1 Omxel McIeI RcoMg Systems Florida Department of Business & Professional Regulation Buildi ng Codes and Standards Product Approval Application Detail DtiN or Contact Ennineer& License Validated By Jason Shumaw .Zachary R. Pnest Locke Borlden P.E. (502) 303-1511 PE-74021 (334)300-1800 7sh umetuQdrex mat.cam regal oft IM412021 JL Calg Date Pending ate Validated Submitted FBC Anoroval Aonroved $tarns OW102020 08/0912020 08/202020 10113=20 Approved Ouagly Assurance Approved for Use Aonroved for Use Impact 0,51011 Product Description Contract Emlrallon Date In Outside HVHZ Resistairit pressume OMC 100NS, DMC 150SS, DMC 1155 DMC 2008, 12/312025 Yes No NtA +01-180 OMC5V Florida Department of Business & Professional Regulation page 2 dal Building Codes and Standards n5noz2 Product Approval Application Detail -w1A0 X ';2. � _ 9. .: � r'`s,'"' fi-a+-:^''y `2^'-h �i"'�.�..5 'e%F.:-�Y -i x.3.. 'rH.a c" h; 'p • Gods Entil .Date date Data Pendino D Type Version Manufacturer Contact Env Inter Validated By Validated Sub. itted FBC-Approval Approved Status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt. P.E. Ryan J. King, P.E. 04115,2021 1 Z'31 f202O 04nV2021 06/0&2021 Approved Category; Extorior Doors (800) 843-7628 PE-454M (813) 767-6555 SubCategory: Singing Exterior Door Asseinbkes jaspersonQthermatru.cp Compliance Method: Evaluation Reportfrom a m Florida Registered Architect or a Licensed Florida Professional Engineer FL#2046&RS"Products Quality Assurance Apgroved'for Use Approved for Us® Impact Design Sea Produet fwlotlel.N a tuber or Name Prod uct Description Contract Exoiratlon Date in HVHZ Outside HVHZ Resistant Pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68d)39;8 &quotimpact&quot Opaque 12I312022 Ne Yes Yes NIA Composite Edge Fiberglass Sna. Door (I nsWrig/Outswing; X mnfiguratlon) 2 b. Therma-Tru Floer-Classic and Smooth -Star Nominal 6&#39;8 &quotlmpact&gwt, Opaque 1213112022 No Yes Yes NJA Composite Edge Fiberglass Single Door with Sdelde(s) (InvAnglOutsrAng; XO, OXor OXO gnfigumt ons) 3 c. Therma-Tru Fiber-riassio and Smool-Star Nominal 6&439;8 &quotImpect&quot Opaque UrZtV2022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites 0-vinglOutswing: XXor OXXO conrlgurations) 4 d. Therma-Tru Fiber -Classic an Smooth -Star d Nominal 8& 390 & u act& not Opaque # o u q mil Paq q 1 J31 2 2 /202 No Yee Yes NIA Composite 9 rig l ComositeEdge Fblass Single door InsvA /0 lswln XpoMl umtmn u rig g g 3 5 e. Therma.-r Fiber -Classic andSmo Smooth -Star ru of Nominal & not Opaque N 8 #39 0& I act& t O q n1P qqo P q . 3 12l 12022 N a Yes Yes N/A Composite Edge Fiberglass Single Door with Si der We) (In-Anglbutswsng, XO; OXw OXO configuratons) 6 f.Therma-Tru Fiber-CIasslo and Smooth -Star Nominal 8&#39;0&quctimpaot&quot; Opaque 121312022 No Yes Yes NIA Composite Edge Fberglasa Double Doorwfth or Without Sidelites loswingl0utswiing; XX or OXXD conftgurzit,ms) 7 g.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3$8&quotlmpact&quot Glazed 121312022 No Yes Yes N/A Composite Eclige Fiberglass Single Door (l nswrGlOutavmg; Xccntigumbon) 8 h. Therma-Tru Fiber-Cla-lo and Smooth -Star Nominal 621#39;8 &quotirnpact&quot; Glazed 12J312022 No Yes Yes N/A Composts, Edge Fibergias; Single Door with Sidesite(s) (InsW ngiOutawtng. XO,OXw OXO confgurations} 9 i.Therma-Tru Fiber-Claasicand Smooth -Star Nominal 6&#39;8&quot,lmpact$quet; Glazed 1213112022 No Yes Yes NIA Composita Edge Fiberglass Double Door with or without Sidelites (IRswmg1OUtsNYng: )0(or OXXO configurations) 10 J. Therma-Tru Fiber -Classic and Shlooth-Star Nominal 8&#3 ;0 not ac not Glazed[ g, &q Imp or ed 12/ 1202 3 2 No Yes Ye s NIA Composite Edge Fiberglasa Single Door Single (Insw[Voutswvlg; Xmneguradon) 11 k-Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;08:quot14acZwt Glazed 12I312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sideiite.(s)QnsringlOutsYAng XO: OX., OXO configurations) 12 I.Therma-T'u Flber-Classioand Smooth-51ar Nominal 6&039;0&quotlhn%aot&quot Glazed 1221J2022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites (InswlrgfOutswing: XX or OXXO conflguratons) 13 m. Therma-Tru Fiber-Classicarld Smoeth-Staf Nominal 69#39.6 &qubtlmpaot&q W, Glazed Molded 121312022 No Yes Yes NIA Open Composite Edge Fbogiass Single Door (Insw"'Ouiswing, Xconfiguration) 14 n.Therma-Tru Fiber -Classic and Smooth -Star Nominal6&#39;8&quotlmpact&q-t, Glazed. Molded 12J31r2022 No Yes Yes NIA OP.,fe Door ,Mth Composite Edge Fibe las-s Single Glaed MoldedOpen Sdelita{s) {insertrg!Outswfrg. : XO OX w g OXOconfi notions ) 95 0. Therma-Tru Fmer-Classic and Smowh-Slat Nominal G&#39;88quotlmpact&quoi, Glazed Molded 1213121722 Pb Yes Yee NIA Open Composite Edge Fiberglass Double Door vAth or withGlazed out Molded Open Sideltes Inswing/Outswing; XX w OXXO configuratione) 16 p. Therme-Tru Fiber -Classic and Smooth -Star Nominal e&939;8 &quotimpact&quot; Opaque 12131J2022 No Yes Yes WA Composite Edge Fiberglass Single Door with Molded en Sidelites nvviin lOutsmnn -XO. OX or OXO Cps' P g g. configurations)) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quct;lmpact&quot; Opaque I=112022 No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or without Glazed Molded Open Sidelites (I nswng/0utswing; XX or OXXO configurations) Florida Department of Business & Professional Regulation Page i NI Building Codes and Standards Ifw2021 Product Approval Application Detail pP pp Scg11,i Entity w. 20 _ 2211 Data Pandina :Late j Ie version Manufuturer Contact Enwb,aer& Dcense Validated By Validated Submitted P5CAmpaya Approved St Is Revision 2029 PGT lndustnes Jana Roso:rsai Miemli BCCO - CER Miami -Dade BCCO - VAL 11J792020 1026/2020 11/2412020 Approved Category: Exterior Doors (941) 486-01 a0 (786) 315-7590 aubCidalaty: Skiing Ezl'arior cas,A.-Iflies Jrosrnvskl�pglintluslnes.c compliance Method: Certification Mad( or Listing om L051-933Products. Cxlailtv;Asus rynce Aopreyed for Us e Approved for Use Dealgin SaoN Praducl Model. Nranb4ror Nama Product Descrittion Ctuntraat Exdmuon Oats in HVHZ outside HVHZ Raststard Pressure 9 900.5570 (Large.Mlssiie lmpaee) Vveyl Sllding Glass Door 04H4/202i Yes Yes Yes NIA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022), 11 As required by Florida Statute 553.842 and Florida Administrative Code 913-72f please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber-CIlassic land Smooth -Soar (I�,iC�N4MPA T) FL204 1.1 +67, t-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT FL 04 8 +67.0I-+ 7' O psf 12/31[2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 + .0/-80.0 psf 1 /3112022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40...0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38,7/-38,.7 psf 4/14/2026 Pella Corporation F L2646 C. SECTIONAL Mayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248. +31,01-85.0 psf 12/3112023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248..10 +30.0/-33,5 psf 12131/2023 Wa ne-Dalton y Series 8000/8100/8200 #1124 16X7 � ) FL8248x.11 +34.4/-38,3 �sf' 1- 12/31/2023 DRS D. METAL LOUVERED1 Curries Division of Inc 607,707 727 747,and 847 Single & Pairs of Doors r 'g FL11537.1 N/A see ins# sht � ) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,0/-80.0 psf 10/812023 PGT Series 5500 F L239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.,0/-35.0 psf 6117/2027 Pella Corporation Pella 10 Series FL16+603 +60„0/-50.0 psf 6122/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55.0/-55.0 sf p 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Paella Corporation Series 10 Sliding Window FL12811 DUAL 5/25/2031 C. FIXED MI Windows and Doors Series 185 F L15349.1 +60, 0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 Nil 4/3012025 Pella Corporation Series 10120 FL6694 +50.01-50w0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353e2 Ni 12/3112024 PGT Series 5500 FL261.1 NI,A, 5/26t2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Aiside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75,0 psf 12/3112023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/3012023 C, OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124,1 N/A 12/1612022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/2912023 Plyglass USA, Inc. (for Tile Roof) POL'YSTICK TU MAX FL5259 NIA 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918A - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco Inc 1 DA-4 Exahust ent FL17202. 1 +97.5/-97,5 f ps 12/10/202 E. ROOFING TILES Boral Tile Villa 900 FL7849,.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849,16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONSr DMC 15OSS1 DMC 175Sf DMC 200Sr DMC 5V FL17679.1 +0/-180 12/31/2025 5e (SHUTTERS A, STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tile see chart B. TRUSS PLATES ITW Building Components, Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C:, ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL7 PSLP LSL FL6527,1 - i=L+652T5 NIA, 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630A5 NIA 9/11/202 Commercial Concrete Products, Inc Nigh Strength Concrete Lintels FL1774 NIA 5/2512024 below id demonstrate product oval at plan review, I understand at the time of inspection of these products, the following inform tion must be The products listed b d not -demo p it approval pthat at p p g a available to the inspector on the Jobseter 1) copy of the product appro\vall ) Florida department of Business& Professional Regulation Paget of Building Codes and Standards 1n5l2022 Product Approval Application Detail ' 'y ^ '» � � (`S+�.'�,"'' .0 dP ram. : -..- , ern �: �P . .. - ,. ale Yv''�"Yp !(.?. ,..'' ?` • ; ,'4r.�-: ..�E`; ?"is°"` �F.e code Entity or Data Date Ferrol l na Date T ramie Version Manufacturer Cord Engineer &license, Valldate8 By Validated U rim ed FBC Approval Anuroved status Revision 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P. E. Ryan J. King, P,E. 0712312020 07112J2020 07/29/2020 100312020 Approved category: Exterior Doors (800) 843-7628 PE-43409 1813) 767-6555 SUDCategory: Swinging Exterior Door Assemblies sJaper-n@th.rmstru-co Compliance Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Professional Engineer FE6' IIII:R3 PMdUd :.. Quality Assurance Approved for Use Approved for Use Impact Design SepV Produot Model Number or No.. Product Dail otion Contract Exolratlon Date In HVHZ outside HVHZ Resistant Pressure 1 a.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39,B&qucxImpaot&quoi Opaque 12131=2 Yes Yas Yes N/A Composite. Edge Fiberglass single Door (IneWng/Outswing; X confgus tipn) 2 b. Therma-Tru FIbeM1Cla59IC and Smooth -Star Nominal 6&939:6 &quoi Impact&quoi Opaque 12)3V2022 Yes Yes, Yes NIA Composite Edge Fiberglass Single. Doc' with Sidelke(s) (Inevwilwoutsveng. XO; OX or OXO. conrlgurations) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal6&#39;8 &quotlmpact&quoi Opaque 12131/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without SldelNea (Inswing)Outw ing; XX or OXXO configurations) 4 d. Therma-Tru Fiber•Classic and Smooth -Star Nominal 8&#39;0 &quoi Impact&quoi Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (I nsMAng/Qutsriing; X configuration) 5 e.Therma-Tru Fiber-CFassiS.and Smdoth-Siar Nominal 8&939;0&qu0tlmp2d&qu0t. Opaque 12/31/2022 Yee. Yes. Yes NIA Composite Edge Fiberglass Single Doorvadt Sidelite(s) (InswinglOunuW ng; XO, OX or OX0 configurations) a r ThermsJru Fiber -Classic and SnlStar mot Nominal l 8&#39;0 &quotimpact&quoi Opaque 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidellies (Inswing/0utswirg: XXor 0Y (0 configumtons) 7 g.Therma-Tru Fiber.Classle.and Smooth Star Nominal6&#3ea &qU0tJmp2Ct&quot Glazed 12J312022 Yes Yes Yes N/A Composite. Edge Fiberglass Single Door 0 nswWOutsw rig; X configuration) 8 h.Therma-Tru Fiber-CiassiaandSmoeth-Star Nominal 6&#39;8&quot;lmpact&quatGiazed 12I3112022 Yes Yes Yoe NIA Composite Edge Fiberglass Single Door with Sidelde(e) (Inswing/Outewing; XO, OX or OXO configurations) 9 i. Therma-Tru FibarCidssic and Smooth -Star Nominal 8 &quotJmpact&quoi Glazed IW112022 Yes.. Yes. Yes N/A Composite Edge Fiberglass Double Dow path or without Sidelites (Inwhng/Outawmg; XX or OXXO configurations) 10 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quot impacAquol Glazed 12/312022 Yes. Yes Yes NIA Composite Edge Fiberglass Single Dow (I nsw;ngfOutswing; X confguraii-I 11 It. Therms-Tru Fib -Classic and Smooth -Star Nominal 8&43RD &quctimpacmquill; Glazed 12J312022 Yes. Yes. Yes NIA Composite Edge Fiberglass Sngle Door vvth Scielite(s) (IrlewinglOutswing: XO, OXor OXO configurations) 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0 &quobtmpact&quot Glazed 12191/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door Math or without Sidelites (hlswnngiOutswing; XX or OXXO cortig urations) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotlmpact&quot Opaque 12J31 2022 Yes Yes Yes NfA Composite Edge Fiberglass Single. Door wth 8quotNon4mpacl&quoi suellts(s) (Inswing/outsrnng; XO, OX orOXO configurations) 14 n. Therma.Tm Rher-Classic and Smooth -Star Nominal 6&#39;8 &quot;lmpact&quot.. Opaque 12J312022 Yes Yes Yes NIA Composite Edge Fiberglass Double flow with &quotNon-Impact&quoi Sidelites (InswingfOutsvang; OXXO configuration) 15 o.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&quot;lmpact&quote Opaque 12131/2022 Yes. Yes Yas NIA Composite Edge Fiberglass Single;Doorwlth &quotNon-Impact&quot Sidehte(s) (InswriglOutawing; XO OX or OXO configurations. 18 p. Therma-Tru Fiber -Classic and Smooth+Star Nominal BUBSO &quoi Impact&quoi Opaque 12J312022 Yes Yes Yes NJA Composite Edge Fiberglass Double Dowwith &quotNon-Impact&quoi Sidellbss(Inswing/Out-Ang; OXXO configuration) 17 q.Tharma-Tru Fiber-Classc and:SmoothSlar Nominal 8&#39;8 &quilt Non-Impad&quof, Opaque 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (InswingJOutswing; Xconfiguration) 1s r Therma-Tru Fiber-Classo and Smooth-3tar Nominal 6MI0 &quotNon-ImpacAcluct Opaque. 12J3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelhe(a) (InsvAngrOu%Mng; XO, OX w OXO configurations) 19 s.Therma-Tru Fiber -Classic and. Smooth -Star Nominal6&#39; 88quot Non-) mpaot&qucq Opaque In112022 Yes Yes No NIA Composite Edge Fiberglass Double Dow vAth or without Sldeiaes (InswinglOut-Ing; XX or OXXO configurations) 20 t Therma-Tru Fiber-Classid:and Smooth -Star Nominal 8WRI) &quotNon-Impact&quot Opaque 12/31IM22 Yes Yes No NIA Composite Edge Fiberglass Single Door (I"w"S/ouit-ing; X configuration) 21 u.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&09;08quotrNon-impact&quot Opaque 1213112022 Yes Yes No N/A Composite Edge Fiberglass Single Doerwith Sidel¢e(s) (InsvAngloutswrig; XO, OX w OXO confiburations) 22 v. Tharma 7m Filb-Classc and SmpothSher Nominal 8&439;0&quot,Non-Impact&quoi; Opaque 1213112022 Yes Yes No N/A Composite Edge Fiberglass Double Door With or without Sidelites (Inswing1Outswing,. )Xor-OXXO configurations) 23 w. Tharma-Tru Fibor-Classic end Smooth -Star Nominal6&#39;8 &quo4Non'Impac(&quot; Glazed 121$1/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (I nsv4ngfOutawkg; Xconfiguration) 24 X. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#30 &quotNon ImpalX&quot, Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass. Single Door with Sidelle(s) (Insming)0uaWng; XO, OXa OXO configurations) 25 y. Therma-Tru Flioar-Classicand Smooth -Star Nominal 6&#39;8&quot;Non-Impact&quct Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Double Door vAth or without Sideites (InswinglOutswing; XXa CXXO configurations) 26 z. Therma Tru Fiber-Claasic and Smooth -Star Nominal 89039;0 &quotNon-Impact&quat; Glazed 1213112M Yes Yee No NIA Composite Edge Fiberglass Single Door (I rwinglOurswirg; X configuration) 27 za. Therma-Tru Fiber -Classic arid 6nmoth-Star Nominal 6&039;0 &gUOtf`IwI-Impact&quot; Glazed 12131/2tY22 Yes Yes No NJA Composite Edge Fiberglass Single Door with Sidel ite(s) (I nsm ng/OutsvA ng; XO. OX or OXO configurations) 28 zb. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:0 &quotNon-Impaa&quat;-Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelites onswinglOutswfng, X(OY OXXO configurations) Florida Department of Business & Professional Regulation Pagel ore Building Codes and Standards 115/2021 Product Approval Application Detail Code Entity or iL mate Daze Pendlna Daze T oa V... j- Manufaduror SAfdact End -&Li -a Vagdated By Validated Submitted FBC Aooroval Ao-d Status Revision 2020 MI Wlndw/s and Doors Brent stinger Luis Roberto Lomas Steven M. Urlch, PE 1ol06/2020 I0106n020 10JI9n020 12J1512020 Approved Caegory: Exterior Doors (7171365-3300 PE 92514 f717) 317-8454 SubCategoyy: Sliding Exterior Dow Assemblies bvtIInger@lmhvdxr. Compliance Method: Evaluatio7 Report from Florida Registered Architect me Licensed Florida Pror-lontIl Engineer FLfh15382•RB Producta Quality Assurance Aonroved for Use Aonroved for Gas IMpatt P"Jal ..Sent Product Model Number or Name Product Descriotien Contract Exehagan Date In HVHE Outside HVHZ Rosislaint Pressure 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 121 W024 No Yes No N)A 145.314&quot:x80&quot; NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420ALUMINUMSGD OX.XO;XX 12GIJ2024 No Yes No NJA a6&quot;k80&:quot 11011 REINFORCED 3 BE R IES420ALUMINUMSGDRBNFORCED SERIE5420ALUMINUM9GO REINFORCED OXO lMIf2024 No Yes No NJA 145.3/4&quo1X96&quoi 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OX 12J3112024 No Yes No fUA XO. XX9%quax96&quol: 5 SERIES 42CALUMINUM SGD REINFORCED SERIES 420ALUMINUMSGD REINFORCED XXX 12J3112024 No -Yes No WA 143&qux9:.9e&quot; Florida Department of Business & Professional Regulation Pawl ar2 Building Codes and Standards 102021 Product A :oval Application Detail Pp pp - - ✓ . _- --..� -'Sze, "aA r3_'� . - . .� . ter- .- - �- a ;:.. � £., 1,'����'a�i. ma��^'�k _ _.:- a$t^4���Y� - .. i .a, ;i+��°za�aks'�u'rJi „uRS�. t�.s.�ir . .s��„�.^:; coda Ent((y, or Data Data Data Pending WON ,TVDO version Manufacturer Entail & Licenset Validated By Validated Submitted FDC Approval ro Status Re'Asion 2020 Wayn a -tartan, a rnwislon of Ovmheed door Dwayne Konish John E. Sates Jeffrey P. Arneson. P.E. IW2M20 0912WM20 1023J2020 12/16/2020 AppfNd Corporation (3307763-8121 PE-51737 (904) 821-5200 Category Extadw Doors dkcmishQwayn-dallon.c Subcategory See6cnel Lderlor door ASSemMies om C-ith---Method: Evaluatim Reportfrom a Florida RegisleredArchiNct sire Licensed Fronde Professional Engineer F1.0248-1i Products - Quaiintflu -mace Aowuvedfor use Approved fw Use Imuct Nsluo San C Product Model. Number or Manre Product Description Contract Whallm Date In HVi Outside HVHZ Resistant pressure 3 8000/810016200 #1105 8&#39; Max width, 14&#35; Max height. Glazing 12/31QO23 No Yes Yes -31.001-35.00 oval ble In to or Interned: to sedlon. le P a 10 6000/81D0/82 #1123 00 16&p3&Male width. Max height. Glazing 2/3 3 o 1 h 61 1 1202 N 9 g Yes as - Y +30Ao! 33.50 ayallablein lop or Intermediate section, 11 80001010018200#1124 109#39; Max width. 14W9 Max height. Glazing 1213112023 No Yes Yes +34,401-n.30 available In top or Immediate section. Florida Department of Business & Professional Regulation Pagel ail Building Codes and Standards I157202I Product A roval Application Detail to Approval PW code Entity or Pie Data Date Panning �tg TT Version Manufacturer . Endnear&License Vapdaled ev V°rrdatSd Submitted FBC Atraroval Airon-d spans Rviislon 2020 Curries Division of AAOG. Inc. Tom Rattay UL Li Troy Bishop, P.E. 12J1012020 12(01r2020 1221/2020 Approved 641 494.2813 r9 4 Category: Exterior Doors 1 i . 5 ) 947-0880 ZCategory Exterior Qoor Components tan.raftery Sal nbiop.co Compliance Method: Certification Mark v Listing m two isw.R0 Products QuallIv Assurance Awmved for Use Anproved for Use Impact Despan Sao # Pmtlud Model Numher or Name Product Discnoban CoMmct Exolratlpn Daie In HVHZ Outside 14VKZ R t PresItuN i 607 ?07, 72? 747, Y57,:'777, end 847 Single and Pairs d Fluslr, Glee." Louvered and singleane pairs or. 12r312025 Yes Yes Yes N/A Doors hullaw metal doors Florida Department of Business & Professional Regulation Pagal ore Bullring Codes and Standards sro21 Product Approval Application Detail Coda eallty w Date pate Data P-ding bete Tile Venlon Manufacturer fn s cfla Engineer=& License Validated Ely Valld tad SUtInIV d Pao Aom pval Aporovad Status Revision 2020 MI Windo's and Doors Brent sftinger American Architectural Steven M. Urich, PE I III712020 tiI17J2020 1112V2020 Approved CaCegory.Wridows t717)365-3300 10-itact.-Assadedbn t717i 317-8454 SubCategoy Single Hung hsitlinger�ml•a'd.wm Compliance Method: CerdSosion`Mark or Listing Quality Assursnce AA-1-d far use Aopravad rw Ilse Inroad Malian $eo# Produet Model. Nu,nbeme roe.NaProduet Description Conrad Ezplratlon Date In HVHZ Outside HVHZ Resistant Pressure 2 1B5 SH 52872 FlnFlange Frame IG1SG Single Hung 1010&202$ No Yes Ne +601-60 Laminated GHss N to 2 L L cn -F-+ O C O Q _C)O = W 0 E UL- .0 Cn 0 O 0 L �� Cn .� .� ��/�/�� VJ E Z Z W J of P qa+ • V 9 W ®� Q R n 9 yJ to C a Co CC16 E * C sr Cu rs tits � A xfa g°L 'C In L.5 Cn E N N O CL 0 CL Q U O L� UM� W H O L w� Q W. z J Z Q J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation page 6 of 9 Florida Department of Business & Frof,assonal Regulation page 1 of I Florida Department of Business & Professional Regulation Pge I of I Florida Department of Business& Professional Regulation Page I 9 2 (3) C_ ('13 Building Codes and Standards ii25/2022 Build ng Codes and Standards Building Codes and tandards IBuilding Codes and Standards irg2on > Product Approval Application Detail Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detail Ld) 2 0- _0 code Entity a Date Date Forcing Date CO 1= Version Manufacture Ccurtat Erraireer & License Validated B .0 Validated submitted FBC Approyal Approved Suts, itlik 10A.- Data prindino 2& Cod. Entirr or we Date Date Pending Date Coda linfirly, of Date Date Date P"no Date Rervisic, 2020 Tlfiaimrsr_T� Corti- Steve Jisispersion Lyndon F. Sqh midt R E Ryan J, king P.E, 10107/2021 M18CO21 1 W M021 12/1512G21 App—cl TV" version manufacturer Contact grainier 6 License Validated By valiclated subpritted! PSC Approval Approved Status, im viessican slassusict.— contact Encirstair& L Vaudd,d In ywhi" s"Ithd FOCA-univall status version Manufacturer L Validtd le, V ndat mmmitwd FSC, A -,,I A—dyeal tad.% category: Exte lair Door. (800) 643-7628 PE-434CO (61 3) 767-6-� Affirmtii ZD20 PGTlindu,sidiss, Jens Roso-iinald ECCO - CER Mbirril-Osdia SCOO -VAL 11,0512020 11MI202Q 1111112920 Approved 2020 MI Windows and Doors Brent SItlinsper American Archkocourall Steven W. urich. PE 1WEV2020 1010612020 1(VISM20 Approved Revision 2020 MI Wind— ad Doors grentttlinger Aired— Architectural Steven M. Lki.h, PE 11122/202G 11,2212020 1 Approved Subcategory: Swinging E,damricar Door Assemblio,s ajasperamr@th&rmalru,w Category-. Windows (941)486-0101) �786) 315-2590 Caregasyn Windows (Tl?� 365-3300 anuacuesA,,dicnt. f7l T) 317-8454 Cansigionn Windows (717) 365-2300 Assockall. f717) 31 7�8454 Compliance Method; Evaluation Reporthome; Th SubCategorr. Single Hung yoscarsklapgnindustres,c SulbCalegoFtn HulzontalSider gubdudegary: Pmod baltIngerorrilvid.com (D Florida Registered Architect to Lic,au-sed Flmda Compharkbas Method: Cartification Mark Listing om Compliance Method. Clatificallon Met Listing C—plithruc. Method; Mark Listing Professional Engineer P .0230-Res sug-Ri 4 pos"i 0 L— fl.11120461�R7 Products A,,,Y,d for Us, Ackarcraid for Use banned Wallry Aesurark, AptinxittlifitrUse pproved for use milit Design Q­1 IN A—ane, Aboarry,adfoartAs, Aggir—al for U, Weasel 0 Quality Asal ural n as Approvedlich-Um Appi-ovedinctrUse Impact Deign $009 Pradual Moded. Number or Nume Product Contract Expiration pale In HVHZ Oulstid. HVH lit"Islan't Fareassure Product Model. Number or Name PToducit Dilsmisafinan Cortd Esnabstlim Date ri Outside HVFIz jill-kdaert pressuris 80,14 Product Model, Number or Name Product D—IDIIQ Diret tituthratilor, Dole lit HVKZ outside HVHZ Resistant Inessur. 0 Sag Product Model, Number or Nam Product Ds.riptiont Contract Fxpiration Date in HVHZ Dt1da HVHZ Resslthnt Pressure 2 SIASSod fl..rg� lmp.d) Vinyl single Hungwra— 97M�2025 Y Yes Yes NJA 68 Fir, d I'liunge, Frema, nx$2 I —killd Goes OVIM024 No Yes No -55/-15 1 185 PW 7.S. 72 Insulated Glass 04f== No Yes No .6of-60 I a Therma-Tru FibenClessaic and Smonth-Sour Nominal &quct Non-limpac2quot Coatclue 1WV2022 No Yes No NA co _4­0 0 Ccimpoents, Edge Fulat,2tauss Single Dom (I navvinglOutswing; X configuration) U) 2 b Themrs-7,u and Snnooth-Stsrr Nominal 6843g;e; liaquotNon-Impect&quo� Opaque 126V2022 No Yess No NIA E Composite Edge Fiberglass Single Door with Sidelite(s) linswnglOutsvvinq� XO, OX or OXO W 0 11-2 21 c. Therma-Tru FIkksr�CIosusjqtknd Smooth-Stgr Nominal 5&91G9;8 Opaque 1213112022 No Yes. No NIA 2 Fiberglass Composite Ede Double Door NvIth or < without Siclaites, (InsamnWOulswing: XXmOXXO 4 d. Therma-Tru Fib—Classaic and Smokoth-Star Nominal 7&#39;0 &quotNon-Impactitcruot, Opaque l2r3lf2022 No Yes No N/A Composite Edge Fiberglass Single Dom (Inswrig,'Ourtawing; X configuration) 5 a Thermia-Tru Rb—Clasaic and Smocith-Star Nominal 78as39:G&qt4otNon-lmbact&quot� Opaque 12J3112022 No Yes No NIA Composite Edge Filbergla,se Single Dcorwith ll n-vvinglotsing; XO. OX or OxCi cbrfg�ratiwna) 6 I Therma-Tru Fbar-Glassft, and Smooth -Star Nominal 8&#39;0 &quot;Non-I mpactScuot; Opaque I?J3112022 No Yes No NIA Florda Department of Business & Professional Regulation Florida Department of Business Professional Regulation I -f I Florida Departmerd of Business Professional Regulation at Compasitte Edge Fiberglass Single Door Building Codes and Standards V512021 Building Codes and Standards IN2021 Building Codes and Standards 1020211 (InswinglOutsysing: X configuration) 7 g, Th."o-T. FilbCI—to and Socith-SU, Nornhad W39;0 Opaque 12131r2022 No Yes No NIA Cornip,patte Edge Fiberglass, Single DwrwKh Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Sidelfte(s) (InewinglOutsing; XO, OX or C)XO milfigurnstions) h Therma-Tin, Fib—CLaselic and S.-th-Sta, Nominal M#39;0&quotNon-ImpaqtSquot; Opaque 12,B112022 No Yes NO NIA Cmripmallss Edge Rbangfisses, Double Door Wth or8 C'ed. Earth, 21111 291 Date Plaradhout 2012 Code fily 0, Dal Data Dart, peakdrd Det. Sim 2a eData Date �AthmtSidolites�int�Win�VC)utwitng: XXorOXXO configurations) version contact & 0, Validatd S,uloith,cl Fad Aptrovel A,di SW- ITU, V,rWb. Marstiftsirer Cbriteet & Licarka, Validated a, Validated Submitted Flip Approval Approw TV- Verfidon ManufaI cari Enctinter License Validated By VWI,)N*d Submitted Fee Approval Approved 9 Therma-Trul Fiber-Chassu, and Smooth -Star Nominal 6&#39:8 &quot:Non-I mpact&quot, Glazed 12j31t2022 No Yes No NIA Affirmation 2020 POT Indutries J-a R.—sali RCCO - COP Minift-D.d. BOCD - VAL I I i06)2020 ilM,2020 11MV2020 Approved 2020 Ml Wadays and Doors BrantEfthrig., Luis R I—., PE St.- M. Urich, PC 10/0812020 1010i!P2020 ICA512020 12h5J2620 Approved Affirmation 2020 PGT Jan. R—dit RCCO C:ER SOCO - VAL I W6�2DM 1111112020 Apip—d! Cmliposibs Edge Fiberglass Single Door Category! Wnd— (941148&0100 (786) 315�25W Cad.grury! (717) 365-33M PE-6251 4 (717)317-8454 Category- Wind— (94i)48"100 (788) 3i5.2590 (firiewriglOut-Ing; X ccrifiturari Subcategory: Fi..d jrostio.valliClogtindushos, subcategry! Mullich, pialling,ham1wd.orn Subcategory: M"Hitans Iroadankl(Illogintidnistri 10 Therma.Tru Fiber -Classic and Smooth-Stor Nornhal 5&#39;8&quctNon-Imp@ct&quot,, Glazed 12J3V2022 No Yes No N/A Cornpliancabldhod! Certification Mark ar Ll,hng m Complianat Method: Evaluation Reporl from a Comish,n-lifinath.d! Carlift.bii Mark Uting r C—poslas Edge Plarangl—Singh. DomvAth Florida Registered ArchItactor. Licensed Florida Sid. (I n.Wing/Outin,Ang; XO, OX a OXO itsHw-RA Products P,.r.,.i.,l Engineer I'L420141131,10 cablifigurationsi 11 k Th.,ma-Tm Fiber-OLessto and Smoctri-Star Nomirrall 68#39;8 &quatfilon-impact&quot� Glazed 12,131i'2022 No Yes No WA As—,- Awroylid far Usas A-r,-d far Use, Innes.t Deal- FL*15S53,1115 argetta Qatiltv A,—, Anceroo,dfaUs, A,,,-d for L!" Inhasect Deaskin Z Composite Edge Fiberglass Double Door Wth or tilthait Product III umerName Product chuterficubm contract CAnxtiongfiLit in HVNZ tou"de RyjZ Interslitrri Pro— 4000 Product Model. Number or Nam Product Description Contract Wti- Om. In HVHZ Otside Hy it�� pressure Wthlo,fl Sdelfbas (insyAng/OutwAng. XX or OXX0 5 PV115520 (Le,ge Miss]]. Impact) Vnyl Fi Wnd.w 04JW12015 Yes Yes Yes NIA Accarrivid for Use Ance-ind for Lhiha larchun Deal- 1 Mullion. tor All Doors di VVI ndow. 9 Aluminum Mullions 051262025 Yes Yes Yes WA configurations) a--# ��,t Mdel. Nuabbig N­ P'odu.t In HVHZ Dutshchia HVHZ 11-hateast Pringiv. 12 1. Therma-Tru Fiber-Clasusic and Smoth-Star Nominal 7&#3.9;0 &quotNon-mpecr&qukot, Glued 12131 r2O22 N. Yes No NIA 2 Vearlii,al AJ.raimsm No Y.c Yes WA Composite Edge Fiberglass Single Door (Ins,inglOwtswing; X configuration) 13 Thaarrink-Tru Filb—Cueskai. and 8­11fi-St., Nionriaraisl 7&AS9;0 Glazed 12,31 i2022 N. Yes No NA Composite Ed g a Fiberglass S Ing Is Door Wth side Reis) 0 ns,O,,ts\vin9; X04 OX or OXO borif,gurad'on.) 14 n. Thermal-Trul Fbav�Classkn and Smooth -Star Nominal 8&039:0 &quqtNor_Inpacb&quct; Glazed 12131)'2022 N. Yes No NJA Z Composite Edge Rbearglass Single Dom finsWrglOutswing X om�flguratlon) 15 Th—a-7. Fiber-Clsasak, and Sim-th-St., Nominal 8&#39;0 �qucatfilor­l mpaq8qt,bt; Glazecl 1213112022 No Yes No NIA Composite Edge Fiberglasseingle Door wth Sideliteits) (InsvvingtOutswing: XC, OX or OXO Florida Department of Business Professlonal Regulabon peg. I of I Florida Department of Business & Professional Regulation page 2 sf 2 Florida Department of Business Professional Regulation Peg. I of 2 16 p. Thermia-Tim Floar-Chessicand Smooth -Star Nominal 8&#33;0SqQot;Ncin4mpacl&quot. Glazed 1213112022 No Yes No NIA Building Codes and Standards I MM21 Building Codes and Standards 1019i,2021 Building Godes and Standards 102021 Composite Edge Fiberglass Double Door with or without Sidefites (I riswing/Outsyling; XX or OXXO configurbitions) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q Tharma-Trut Fiber -Classic and Smcruth�Slar Nominal 611#39;8lliquattlon-Impactaquot: Opaque 12,31J2M No Yes No NIA Composite Edge Rberglass Single Door Wth Transom (I OtX is Thermal-Tru Fiber -Classic and Smooth -Star nswi ng/Outswing; cbrifiguration) Nominal 6&#39;8 &quotfilon-ImpactAquot; Opaque 12/31/2022 No Yes No NIA Coda Entity Date pow plandind Dises, Code emly 0 211 P—M Daft ptricirst Data Earth, or 21ft Date Veto Psandina Date Sidelite(s) and Transom (lrhs,Ang�Out­An9: OJXO. A22. Va.!- Contest rnrAmar& License V,11dallbl fly Validated Submitted FBG Abortive] A-rovead Status V—I,,, cgi & Li— Vell".6 as Vlidated sult-ilbsc! E52AMilEmil A,,—d status Type version Manufacturer clantur Earallneer 9 utowse Validated By Validated 4luthaift,ii FSC Approval Approved Status O/Ox or OtOKO "rifigurefions) 2020 James Hardie Building Predicts. Inc. Chad Oler.ki V, Andrew Tell Job n Southard, F, E. 01/3512021 12,/14�2020 0110OM21 ding '150 Appr, Revision 2020 Alide Nick Thompson Lyndon F. Gehhhkft� P.E. Rysh J King, P.E 02/15/2021 02n5M21 02QW021 041IS12421 Approved Revision 2020 GAF Michael Snail Robert Ni.minch John W. Knezanifi, PE D9126120M 09121M20 IOM2/2020 iZh5lMZQ Approved ip 9. Thorma-Tru Filb—Classic and Smooth-Stax Nominal 6&#Slg;08q-t;Non-lnrpac1aquot; Opaque 12MI2022 No Yes NO N/A cia"cant: Nn.1 Well. �909) 545-8359 PE-e!$62 (352)M7-2528 cataigi,ky: Panel Walla i330)922-2389 PE-434C9 �Blz�) 7G?-SS55 Category; Robing (600)766-341i PE-52166 (D54) 772-0224 Composite Edge Fiberguseas Single Door with Subcategory: aiding subcategory; soft" rithomp—oalsid—orn SubCategsifIr. Asphalt Shargla,s 7tiah@90oilm XO' OX or OXO ComplianCe Method; Evaluation RtPort it= a Method: Evaluation Report from . compalaince, Method: Evaluation Report from 4 Continuous Head and Sill m0ligunations) Flood. Registered Arhinain .1. Licensed Planes Pierce RiglahraidX.hiftoot .,a Luearsad Multi, Floal ReglabireclArchitoot or a Licensed Florda 20 t. Therma-Tru Fill-Clasisic and Stmooth-star Nominal 88,03s() &quothlondinpooll1quot: Opaque 1213112022 No Yes No NIA Protessforiml Engineer Professional Engineer Professional Engineer C;omtposite Edge Rberglaw Single Door with Sidelitak(s) (InsvonglOutswing: XO, OX or OXID FLIH13192-RO P-dPAir F4Iik2zz-Ri prad.oh, 21 u. Therrinni-Tru Fibar-Clas,sic and Smooth -Star Continuous Head and Sill ,onfigurations) Nominal 6&939,8 8quotNan-Inniparl8a,luot, Glazed 12f3112022 No Yea, No NIA GWO Assurance Appanwed for Use Approyod for Use impact Design Quality Asialrearver, orU, Disecers Quality Asisumna, AmiroyM for See Adorenkid for Usus Impact 292M Composite Edge Filberg lasis Single Dom with Sack Product Nadel, Number or Name 1'roduct Deseslictlar CrAmcT Explinifican Did, It, HVHZ oJtalde HVHZ R.,lanart Pressures Probk� Mocle, Number or No— Contract Data In HvHZ 0.1.1d. HVHZ Resistant Pressure la,odluct Modol. Number or Name Product Cnotea 04. In HVHZ pulled, Hyd Ritakifisailt pm— Sidialits(s) 0 nsv,angtOut�vvng. XD, OX or OX0 I farnipark Lap Siding lap.dng IM1121323 Yes Yes NIA WA 1 a. liqucc�'21`squot Sofilt Vent or-sclid Vinyl soffit 12(31M23 NoYas No NIA I GAF Asphalt R-I'Shlinals, 3�1b, laminted, 5-bll.nd 121l(v2022 No Yes NIA NJA Condinuoue, Head and Sill corifigursatiorns) 2 H.rdi,Pk.k Lisp Siding I.P,Idkp iMIJ2023 Y. Yes NiA NIA 2 b. HJud.Afthance 1-46,quat; Soffit Ven� or Said Vinyl Seelt IV31�2023 No Yes No I'VA hipfricki—alphialt sharg— 22 Themse-Tru Filbr-Cl-si—nd 8mp.th-Sta, Nominal 8S,#39;0&quotNon-Impzrct&quot: Glazed 12131f2022 No Yes NO N/A 3 a. litud;Greerlbilar Vint.g. B..ddUW: Scifit Vent or Sold Vinyl Sent I Wj,!2023 NO Yes No WA Composite Edge Fiberglass Sinigle Done with 4 0. Lqut:D%Qu-I,. Sm Vent or Sold Vlaryl Soffit 12M=23 No Yes No 111A Sidefille(s) (I rilwAnglOutsivan; XQ, OX or CXO 5 . Lq.ctCh.,k r O,ik&qut; Sort Vent or Sold Very) Seek 1213112023 No Yes No NIA C= 23 w. Therma-Tru Fiber -Classic and Smooth -Star Continuous Head and Sill configurations) Nominal 69#80;8 &qum;Non-Irnpaqd&qwot Opaque 1=112022 No Yes No NJA 6 f. &quot;SuP."Spaan&q.t; Soffil Vent Sold Visiryl Soffit 1213IJ2023 No Yes No WA Composite Edge Fiberglass Door Parasiswith Vented adclizes) (I n.,YngtOmb—in� YA >M or XXXX C" courfigunaticlils) .: 24 x, Thermts-Tru Filber-Cl a sgic and Smooth -Sta r Nominal I 88JM9; 0 &quot Non- lmpaa&quot, Opaqu a 1213112022 No Yes No NIA C) Composite Fdge Fiberglass Door Panels worth Vented = Sdefibe(s) (InsivngsOutswing. )O( )OO4 or)O= _= 25 f. Th.,m.-T,u Filb—Clats.l. and Smwth-St.r Nominal 6&*30:8 Glazed 12i'31112022 No Yes No NfA Cj Composite Edge Fiberglass Choor Panels vAth Vented = adelina(s) Orewrig/Outewirip. XX XXXor)O= Florida Department of Business & Professional Regulation regal cfl Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation oconfigurations) Co 213 z. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8114#39:0 &quotNmt4rnoad9cjuot; Glazed 1&311=22 No yes No N/A Building Code% and Standards Building Codes and Standards Building Codes and Standards Ca -= Composite Edge Fiberglass Door Panels with Vented Sidelite(&) Qnskising/Outswing: XX, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) C14 27 za,Thwm-Tru Fiber-Claussic, and Smooth-3tar Nominal ftX3g;S&quccNon-Impact8quot; Glazed I2J3lf2022 No Yes No WA Composte Edge Filborglazz; Single Doorwith 3039:1) OnswriglOutavaing; XO. OX ar OXO 0.& aaDate Pending 10.222 Coda InTRY Date Date pendirso Date Code Entire 211I !Mte pending 28 Therma-Tm Fber-aassain and Smooth -Star Nominal 5&P39;8&qWt;Non-Impabd&cuot; Glazed 1213112022 No Yes N. WA TV- versidin Manufacturer CianaaPt Lhbehe. Valid" av VNt,d Sbmittd FBC Amnaval Arlon, status vairstan Contact Lk—, Vlidated Has Vlidated Slsittl F11CA—val AparroYad States Type version kilanufac,turer contct. & U..— Velidatad By Validated Submitted also Approve! Apar—ed Startu,a E Composite Edge Fiberglass Double Dom With Revision 2020 TAMIKO Buidug Products LLC Korri Eden Robert Nlemincri Job R W, Knc,zcAch, PE lM40020 0-1129/2020 40112,2020 12MSM20 Approved R.,AI. 2020 L_V. Thompson, Inc. tins Thompson Architectural Tony Christman Zachary R. pries Steven A Url PE 0911 7=20 0116f2020 carzM020 12fl5M20 Apprsaaad R.visk- 2020 Florlds Metal Produtt, Inc. clart'jor, James L. Bucker P E-C Steven M. Urldi PE D9127)2020 OB/2&2020 1010412020 12fifi?2020 Approved Qp = 3&#39:0 8iceites OX(O category; R.Arg (417) 824-6644 PE-59156 1954) 772-6224 Metals Company (TAMCO) J913) 248-34,56 PE-74021 �?17)317­8424 Category-. Roulng (904) 783 84GO CBUCK (717) 317-6454 C-) I= co 29 ZQ, Trahnno-Tru and ftcloth-5ter Nominal 8&#39;0 SqucitrIon-ImpalottIlquot, Glazed 121�112022 No Yes No NIA SubCabignty: Underlayments Category: Roofing subcategory; Roofing Accessories ithuselre arn PE-311242 �!: Composite Edge Fiberglass Single Door with W3q.D Compliance Method: Eysluston, Report from a "Catepiry: Fooling Acoianories that are aft Integral Pan fth. Flooding System Sidelfte(s) (I nswrigtOuavving; XO, OX or OX0 Integral Part ofthe Reding System Compli te Method: Evaluation Repon from a Method: Ealwou. Report fren. Flmde Licensed F1.0d. to 9= 30 zd-The"a-Tyu Filber-Clabbehoand Smooth -Star ocanfigurahmic.) Nominal 8&#a9:0&quotNon­Impaqt&qum, Glazed 12131Q022 No Yes No NIA Engine,, Ficaid. 2agilaredArchiftest cars Licensed Florida Professional Engineer Corrporite, Edge Fiberglass Double Door with FLOI 232"ll Products Pr bile lonal Engineer 3=39 0 Sidelifies (Inswilig/OutivAng; OXXC FLIM DMIER3 Froglucts 31 ze- Thearma-Tru Fbal­�Ciossc and Smocith-Ster oc,liffig6ratimi) Nominal 7&#39;0 &qum;Nbn_ImDiqt84uot. Shaker 1213IJ2D22 NO Yes No NIA liesik larroduablosel, thimberer Marne QuI A—r—, Aracesivedfor Use Ancraw,id for 11, Product Description cuntratot F."ican Dal, in HVHZ 14VHZ breed Resistt Pres-re Quality Assaurance Anclareverifaillse, Approved for use lmmt 20M Seass' lad.selthear QuallityrAsurmice, Arkbray,d for Use Approved far Uster Impact 0461tin produet Cascratfor, Contract Exciralion Dole hn HWZ Outside HVIZ esantPhoss— Composite Fdii Glazed Rberglaaa. Single 1 TAMKO Root Undarlaymenta(14VI-12) In FBC HVHZ 06129r2M yes No NA NYA a# Pnhkluc,lftloshal� Nuartherwriame Product Contract ExoNallcom DIL* in HVHZ Calaild, IfVflZ learstarat prinussura 3 3- FLAMCO &quN:RV 10 Ridge Ventilquot: Aluminum Ridge Vents for oftehcl—ft ftertamd 12131,2024 NO Yes No NIA Docirwth or Without 1&#39:2 Sideliks(s) (Ihawrqs`Outswing� X, OX, XO or OXOccrifiourations) 2 TAMKO Root Jrdaarrla�ments Melv�HVHZ� jwIsclet"s. Roofundedzyments for Lee In FBC nw-HVH2 Q&29f2Q23 N. esNIA rI)A 1 TAMCO Fiat Top Off-Rd90 Vent a4h Dale for TH. 26 ga, at�sia Ilan. 09109r2Q26 Yes Yes NA I'VA from U25, Alumhum 2 TAMCO OccuscreckV.rit 3 TAMCO Oft -Ridge Roof V,nt,,Vith B.fle 26 9A. QW090)26 No 26 ga. static reoi'veritflator v.1th Integrated baft 09MO12026 Yes Yes Yes NA -0,i- 52 �5 NA WA 4 TAMCO Roundl Top Off-R Idge Vontith Baffle for Tile 26 g � static roof volitlistor %,(in baffle OW0912026 Yes Yes NIA WA Department of Business and Professional Regulation Flo rida De pa rtment of Business Proflassl onal Regulation Pagel at Florida Department of Business & Professional Regulation P9. I 1`3 Florida Department of Business 6 Professional Regulation aeIoFlorida Building Codes and Standards 1IM021 Building Codes and Standards lff=21 Building Codes and Standards 1.125(2D22 Building Codes and 8tandards Product Approval Application Detail 3/1512022 Product Approval Application Detail ------ Product Approval Application Detail Product Approval Application Detail Cn code Entlint or owe Dal" Dot. Pending Data Cod. entity or a" Data Date Pending Data code Entity Date Date Date Pending Date FL11116259-11311 Vassicks Manufacturer Revision 2020 Contact Entairuser-&LAnigal Validtd Ely Validted Submitted L§L&III111YAL Karim. jelly Jarnee L. Buckner, P.r� Steven ri. Wier, Pr 1112312020 1 IR312021) 110=0 Approved sht- cling FBC, Appr, Ty., Illioulettriar Remsion 2D20 Behal Roofing contact License Vlidted Sir valijohd Andaroo, Roblin lAPMQ Unit.- 1 Q03M20 Subramad POC Ainarvy, I i,10212020 Amoved tt§Wk 1110612020 Approved Tvals version Manylaolture, Res,fislon 2D20, Global Protection Prcxnkuofi� l-LC. Contact Enginestur III Li.im- Validated By Validated 3.1imitted FSC Approval Approved Tim RoNnem, WolurA. ­51111, A, FIE. John W. Kruseavion, PE 0910812020 09M&I2020 10101)2020 12JI512020 Apifi6vild (D code 9 a=_o Ir Date Dat a Date Date Status Castilryt Hoeing (5DI) 9&3-6163 PE-$1242 (717) 31 T,8454 CIg..In R-luril (4DI3 38"091 SeNitis LLCr (205) 854-0160 category: shths. (954) $89-7545 PE-44167 (954) 772-6224 Iya Version Manufac Conta turer fagineer & �Lalldtrted By Validated Submitted Pending. Ap Approved Subcategory: Raolling Ac—cries that are anSbcatory! Roofing Tile, RoUnAndensonCilual.co StiloCartigitry. Sbxm Panels himmionscinCi9ppent.com Revision 2020 P_OLYGLASS USA MauryAlpert, Category: Roofing S9542331330S�lpert@polyglass.com License John W Robert Nianninen Knezevich, PE _12roved 10126J2920 10f2212020 FBC 12115/2020 �=_Myal IntKiel Partlifthe Ropi'liliSylum Compliance method: valuaonReport Florida Registered Architect or a Licersodi'lorichs Carripil— Method! Report from Product Evaluation F,ntlty Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Subcategory: PE-59168 (954) 772-6224 11101/2020 P,.feeralorail Engineer Underlayrrients Compliance Method� FIL0117202-INIPkts, Approyed for Use Approved for Liao Ioact Design Sao Product Model. He r is Sinoriy- snake. Slkate, Country else, SOL Old English QuailitV Atenstras" Approved for Uste A=0 Prochinat Contract E-1,91- Dgt#. h,HVHZ Flat Plane - Den—, CO 12131):2020 Yes lmmct Design pricantruns NIA NJA FUAW 6 Products 919 11 Product Model, Mum bar or Name Quality Assurance Approved for Use Approved for UFA firlaaa Design Product Description Contract Expiration Dte in HvHZ Outside HVHZ Resistant Pressure Evaluation Report from a Florida Registered Be- Product Mjol. Numbier or N—, I Dack-Aill DA-4 IRI-Buk Ii DA-4 llareclad naaacricallon Carried expiration In HVHZ Oulsicis HVHZ L- Profile, Polypropylene asicR.&V.nt 1DI(v2025 No Yes Resistat No -S?�5/-97_5 71,atchganip Imp.& IT Samy 600 - elate. Shake Samp: SpIrt Shake Fer Profilo - Stockton. CA 12131r2020 No ,(as NIA NA 1 20 Gage Galvanized Steel Storm Paneliall-WK Corrugated Galvanized Steal Storm Panels retained 12131f2022 Yale Yes Yes NA hurricane Architect or a Licensed Florida Professional to Plywood Deck� 16 9­y S100 - State Shake Asimp: Split Shake 19 8"ory 700 -Shake Sleus Asmp; Split Shake Flat Profile - Ruk.� CA Q13V2020 We Flat Prrk. - Stockish. CA 4213i,2020 No Yes Yes NIA NA 14A WA 2 24 Gage Galvanized Stest Storm FsneIkstNHVHZ or not by tracks to provide lonorbaction. Cor gated Galvanized Steel Storm Panels retsined 12MIQ022 NO Yes Yes NIA "' or not byhrac,los to p,.,Id. hurricane, protection, Engineer 20 SaxonyTOO - 11hike,51ne6amp; Split Shake 2' Tat Esapsh. Flat Proffle, Mail.. CA 12131=0 No Hgh P-11,s - Katy. TX 12131=20 No Yes Yes NIA NIA N fA N/A 2S Via L— Profile - Katy. Ire 12MIM29 Yes NIA NJA FL#6269-R31 Products gua-W—Awmmo Amrst"d for us@ 6W_anUeLu_se trifieW Ossi Le_q lisnoduet Model, Number or No Product Description Contract li2gliation in HVHZ outside HVH Resistant pressure U) Dot. 1 Polyglass Roof Undedayntents Roofing urderlayments 1MIrA22 No Yes NJA -NIAI-622.5 1 Polyglass Roof Undertayntefits (HVHZ) 1ptili roof Uraderleiym ents for use in FBC 1 Z23,(2023 Yes No NIA NfA HVHZ > 2 Polyglass Root Underlayarriont, (non-HVHZ) Polyglass roof underlaymenits, for use In 1V23/2023 No FSC non-HVHZ jurisdictions. Yes NIA -NIAI-622.5 o 1 Polyglass Roof Undertayarents (HVHZ) Polyglass roof underlaym ergs for use In FDO 1 W2312023 Yes No NIA NIA Flo ricla De pa rtment Of 8 Lginess Professiona I Reg ulatic n Poe I Of I Florida Department of Business Professional Regulation pigs I ,,fl Florida Department OF Business & Professional Regulation Pnel il 2 Polyglass Root Undertayments (nor-HVHZ) HVIHZ�,ri.dlollonnt. Polyglaats roof underlayments, for use in l?J2312023 No Yes NIA -Nha,1-022.5 Building Codes and Standards 1125022 Building Codes and Standards 117'am Building Codes and Standards 1,7=1 FaC nmi-HVHZj.d.dlc!J­ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail I Poll -glass Roof Undertayinents (HVHZ) Polyglass roof underlayments for use In F5012i2312023 Yes HVHZ jurisdiction.. No NIA NIA 2 Polyglass Roof UnderlarinnI (rron-HVHZ) Potyglas roor undedaym ergs, for use in I17123/2023 No Yes NIA -NW-622.6 2292 Entity OE Date P& Date Pandim gape Entity 2[ Rut Data Data L'snidna EDM-10 FBC nqn-HVHZ jurisdictions, T-0 version Manufacturer ce, nta Eng [rise, & 1.1-tanares Validated Validated Submitted Paid Approval Aponaved status LM vaina.ra blearn.flusn' Contact Endrythar & Lician., Validated Be Validated Sbitted FacAlsolovall Actorb"d shantus, Code anfacre& 11111ty Q Dal 0 Dale Dane pending Dat. Vlidated By Validated avolhoad FSHC A,—,d I Polyglass Roof Underlayments (WHIZ) Polyglass roof underlaym enti for use In FDC 1212MG23 Ye% No NIA N/A Rainvision 2020 All American Shutters and Glass Mke Barbieri Frank L. Sell nardo. P. E Troy Bishop, P. E. 10f281202O 10[1512020 1110512020 f2?1&2020 Approved Revvican 2020 Alpine Sta.11: Lewis ICC EvauaonLLC Witter, M. anePE i()4311�020 I =212021) 1110Y2020 IIP5�2020 Appred Revision, 2020 commercial Concrete Productshm Roban QN. Samuel A. Greenberg John H.y 12PU2020 I ZM6,2020 12f2912C20 ding FSC Appir, 2 Polyglass Roof Undertayments (rion-1 HVHZ ji.insdidticHers. Polyglass roof underlaym ents, for use in 1212312023 No Yes NIA -WAI-022.5 Category: Shutters stubcathagory: Storm perruelb (561) 712-9882 Pr.0046549 (954) 347-0880 mlkeb@al annericanshutte Category: Structural Comporepts �I,Ctqciry; Trusis Pltes C321) 7 10�3377 (407) 681-1917 sesvisgapinItweem Cathaaw. Structural Components subcategory; products Introduced as a Reandt of (41 S) 65D-3707 PE-34245 (35Z 588-5311 FBC n--HVHZj.ri.dik,J­ Compliance Method: EvaluatimiReptatfromis Florida Registered Aroliftecto- Licensed Florida Ccarraph—ir Mthod Eve-twn Rap.,l I,— . Product evalusilon Erfflty N— Technology C"flance Method: Evaluation Report fro. Professional Engineer Products a Florida Li ... d N.M. P,ofeasalonal FLM786S-R3 Quality ASSUIrstratia ApprosiollorUs* Apprcv.df.arthae Impact Design seq 0 Prod wat Model, Num bar or Nam a QUethibrAssurarice Approyeadforthul Approyadjorijiss, P.du.t Description contract expiration Late In HYHZ Outside HYHZ Resstan FMDaot Desian praskw It"al Product liddelL Number m Nam I 17W BOG/Alph.. Hkoh, Shemilthi tH 3) Product Desecration cordraerpimion Date In NVH Quituldt HVNZ Med.I.Clarector plate im'14024 Yes Yes Resistant pleasure HIA N/A Quality Assurance Am-yed for Us, Approved fair use un.0 D,I,n I 24go Galvanized Steel Storm Ponsis 24go Galvanized Steel Sbarm Panels 121S1t2022 yes Yes Y.. NA 2 ITWBCGJAIP14- Hinge Plate Metal Conna�tor Plare IV31=24 Yes Yes NIA NIA 4hroll Pirdoltuct M.d.L Nuabiar or Name Product DeancrItmon Contract Exintristliers oni in Hw; Outside HV Restated Pressure 3 ITWBCG/Alpine Trulox 4 nvy RCOIAllan. Wave metal connector Plate 1213112024 Yes metal 00'snactor Plate 1MI12024 Yes Yes Yes NIA NIA NO, NIA 1 QuaftyPriteast or Corrimorclal Concrete Products Precast and Prestressed Concrete Lutes 05125,2024 No Yes NIA NJA (D M Florida Department of Business & Professional Regulation Bulding Codes and Standards page I v`2 Florida Departmerd of Business & Professional Regulation Building Codes and Standards P.g. I &I 614,2MI Florida Department of Business & Professional Regulation Building Codes and Standards page I af2 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 c-de Entry ce, r Data Data Pending crelf, Entity or Data Data Pending W A, Entity Data Parkirdirs Disur vrsion M ... factunar contest li-Ineen-11,1.1lame, Vlidated By Validated 2.11arrifited FBC Approval A,,r-,,l status Type version manufacturer Connum elmhl.. a lucems, Validatd By Valclatted Submitted IsBCAparov.1 Approved status Vieral. MenglaPtante C.M.61 & Licerns, Validated air VaUdathd submitted FSC Aparaval 6-have 21HILM Re'A.I. 2D20 MiTers, Inc Cistageasyn Structural Components Erin Walden ICC Evaluation Service, LLC ICC Evalubtion0cruee, 4952� 898-8635 LI.C. NO lao2i (18,1042021 08112120121 AW—d Revision 204 category; Components R.b Baldwin ICC Servj.a, LLC Is. Lehrer, RE. 0=12021 i011=20 i251) 924-6476 isge) 639�3788 Q21)Jy2Q21 Approved Affirmation 2020 Apha Auminum, Inc. Category: paynil wisils, Jose Silva Luis R, Lomas Stlin M, Urloh. PE I in W2020 (407) 50a-2003 PE-62514 4717� 217.-g454 1111612020 ll,'2012020 Approvad < subcategory: Truss Plates Compliance Method: Evaluation Report from a (N5) 59MBOO S.IoCid.g.,trz Engineered Lumber Method: Report from . SubCstagictry: Soffits alphaolumin-0,yaho Z Product Entity Product Evaluation Entity compliance Method: evaluation Report tern a Flonda RpIghteradArdiflact car a Ll­aA Honda FLAtinlIT-ROP-duclo, Flattiii2l'.1141 Plow Er,jn.m CualtrAssurance Approved far Uss. Approved far We Impact Deal= Abonavild for use Acklusinkid fair use broact PA90 BmIjusia s"(101 product Model, Number or Name Product Desrlistli contract Excirallon Pat In HVHZ Outside HV Resistant pressure lis"Itt Product Modal. Number or Naml Product Description In HVHZ Outside HYHZ Resistant Pressure Quilefily Atnturarge, Approved for Use, Apo roved for Use Design I MISAH$ 18 gis. high strength plat. 12/31=22 Yes Yes NIA N/A I LVL Laminatedveraser Lumber 03tsV2023 No Yes N,A MrA 929A product Mild.j. Numb— Na— Froachual Daracrulbon its 1, HVHZ otside HVHZ R.W.rit 2 M1681-419 t$ be. super non averilth it." connector plat. 12/3112022 Yes Yes NIA NIA 2 P—Inim PSL ZS Trrb i-Strand LSL Parallel Sturend Lumber OWS112023 No Yes u.minatied Strand Lumber 03131r2023 No Yes KfA N/A NIA N/A 1 Alpha Aluminum Sold Vented Aluminum Soffit/ AlphaAlurnhum Solld"cip; Vented Numinuen (IN3012023 No Yes No NIA 3 4 Mil 16 M718HE 16 9. truss connector plate I 22i 12022 - IS gis. high t—gth miss. searnactor plate IW3112022 Yes Yes Yes Yes NIA NIA NJA NIA 4 TJ Mm Board Structural Composite Lumber Oriented Straod 03J31r2023 No Yes NIA aUA CMQ Aaarnp; Wood Sffit/ CIAIJ lialimp; Wood SHEET NO. 5 MT20HS 20 g& high strength truse cormicor plate iWir2022 Yes Yes NIA WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board GY312023 No Yes NIA N/A 6 TL1 S. M71 a 18 p. truse —n.d., plat.. 12,11,2022 Yes 11 rA NIA 7 T.20, MT20 20 ga. truss conne,porplaties 12131QQ22 Yes Yes N/A �UA I I August 10, 2022 PA 1 1 I . -4--a Florida Department of Business & Professional Regulation pasa l N 2 Florida Departiner it of Business & Professional Regulation Fatal all Florida DepaMrent of Business & Professional Regulation Ptga 1 eai Florida Department: of BLidness & Professional Regulation P.ss 1 oil U) Building Codes and standards enlv2o2x Building Codes and standards 111101 2 Building Codes and StarWards end suz Building Codes and standards enm2m2 -0 Product Approve] Application Detall Product Approval Application nstail Product Approval Application Detml Product Approval Application DetsrS O L fdtCz yaroian M.nuadunr Enblrm >l 9!S! a Psndne _C 4leR wall, aedb ar �. � (kb Panano � �. +�i Yunoaqure+ En(ihr..ar ..: �� Ei.dnnrl,LWMa WIK1BfWM1r �. : ,.... g*"to t7•b Pardon FMCAno+ourl 4At! •nebxW aim Soil ea2em �. � Dab P*rd** � 7jw YYnWn Mam+actunr coos4! EmdNerJ:l1¢eNe Yalldded MY Y41Wubd '4lubmitbd Fee Adaord Aparowad 61ma W �^ S3 FndaaaLiesNa �a2r IlhiglrA nbmitbd F9CAperord Apple,* gp� TIRE 1M+.ion Ygnuaaturer �q� FndnseriLimenea WlyefndBr I d i<pg�4 FMCAeoravi Approved a� T� E • Afametion 20M Polls COrporadom CoHgaryF Windows Joe Harden sadl Wlridim and Door Jema L Ruolodir, RE OT71412020 0711412020 Robinson ►isnureCWmrAaspd90on CAULK Engmeadrg 0712012020 Approved Affirmation 20M Pella CorORadon 0"al Windows Joe Heiden Bartell Wlrklew and odor T.E. Lunn, PE, LLC Robinson ManuladustrAss0000ton (641)025.4455 O7n412020 OT114(2020 071224202C Approved Afifnuaan 28M Pella Corponoam OwkaW.Windows Joe Nayden 3adl Whilow oral 0w James L Buckner, PA im Robinson MenONo00prAa90oletlon CRUCKFminedng OTM4120M 0W1412020 OF12192020 Approved At rrhAdon 2020 Pella OD perdlpn Joe Hayden Said Warm sebeelor T.E. Lunn, PE, LLC OW1412020.. 07114n020 0712212020 Appr—d Calgary: Windows RoNneon PE-44135 (551)6254455 . � t• rr T•!� '^ Va! aub0atparlp Single Hung P41)e214 M (a81)441411W aubOdgRy: 8lyd. Hung (641)6214un5 aubCdegar. Flied (d41)a2140a5 (551)4g1-a927 liobOoloill Fixad (641)8214098_VJ } Compnanea N~. corsi kadon Mark R usting polloonochotmowaispo Ils.mm Compnam Ma dl Cert sidow Mark or Us#mg pensprodudppP+a+al®pa 110,0m Camplkads Motlasd: Car WON Mark W OF tg papsPOdudapP+orslope lis.eom Compliance Motbo* pmumn, Report From penepe00udapprorel�pe FandaRglonndArchitect or a LleenNd Fkrreff IlLaom ; Professional Engkeer V_ -- _ ,. .. Radnish,-:. .. O O • BAIUambdm L � L Ara Ideal Modal. Numbr or None 1 arer Aead Product Desnddlat cennd Wained"ftb For Us, Ausraved ni N%$m for Us cillows HVH2 imam Fauddiid Den pramn, AMA Prodwat MdLRumbermNI 0MLAUMM 8: Contrast Fxah4tien AMM Fer uaa A 006 livid oubill}�I$ Des 10 OW lodes Revision AgA PMuet Medal. 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No +26,35 Single Single 5 Pena 10 series Single Hung Wndow 34'x 4r Vinyl NwNmpsal Single Hung Window 01011=2 No Yea Nr +5d-89 FLgAW.A78 Pro8Wa ' .; ,. -, ,^ v! Tt � 6 SMas IG20 Single Hung VirOk Single Hung Twin Codevals(95.5•x&I OW1302027 No Yea No +36136 4 Pau 10 Serla$IMI* Hung WndOw 30'x 77 Vinyl Nemlmpact Smile Hung. Window 07MM022 No Yes W +SCYLW Aanrnwsd nor Use bmw goo •�—�1 /(I fy O 6 Series 10n0 Single Hung Vlrryl Emle Hung 7Wn 4bmpdsse(72-x 6gy') u6115n027 No Yes No +351.35 7 Polls 10 aerkrs Single Hung Window 52-115-x 60-Vinyl NOMmped Emki Hung Window 1011712023 No Yea Me +Sa•40 iCs.A Product Malal.Nunbar erNoN Pfndual yaGdeNm Connor axebnkd Dub In HVHL OutiAM MYHa �(�( y� •V^! �a Q 7 a 8enea 1pnp $ingle Nang Salt► i0R0 SIrgle Hu Nrryd Slrgle Hung Trple CoirpNR4(10g'x�.bry 08116n027 VIry4 OW170202T NO No Yes Yes No Pin +3BVr6 +3" FLAMSOW-RSProdiwb'..-.. ".. 1 SMe10120 Mrryl and alndaw(air x Tel OTn512024 NO Yes No +25625. �� O l�� � ((`�����! 8— S his Single Hung Wlndax(4F K 72•) ,. 2 Swiss Vi)ryl Axed window (1p6'x6a•). 07n&2D24 No. Yea No +25h25 .� cT � co) 10 Sanwa 102081rgle Hung Hung Sarkis, Nrry181rgle Rung Window [45'1r5¢1n') OSI73n02T 0816n027 No NO Yea Yea No ub +yWsS OWAWAsg�pg Aeararad No Ila, Aanrorad Fr uN lmmm 2r"o $ Sona'Ip20 Vlrryl Floll Wagdw(SO" x 00') 0711&2024 ND:. Yea Mo +6gra0 S1 gin Wry] Single Hung Window Hilo x7n17) +351.i5 mat Prodded Nadal. Nuaekr*,Nwma Prodral0-datiea Csnraetbkdralbn Dees In Ovid CutsidoNo PAOItnt Person .� 11 12 SwlN i= Single Hung soma1020 SIMIS Hung VIry4 Single Hung Window W x 84') EWd712027 llbryl$Inale Hung Window Pr x72-) WN2027 No No Yea Yes No No +3aV9 +35F35 1 Pe 3a 10 Series Blrogle Hung Window 38'Xa0'Vfnyi NotHmped Single Hung WindowOW2212023 No Yea W +44L40 13 Sties1=SIMI.Hung Nr64 Single Hung Twin GCmposlb(72'x Sic') OSn32027 No Yea No +26135 2 Paso lO Beres$Imle Hung W Widow 54•x80- Vlnyi NoMmpad Single Hum Window OH0W2023 No YN lab +45,43 14 1s 14 Saiea 102081MIc Hung Series 1020 SI le No rig re SsnN 1020 $Ingle Hung V1ryl Slrgle Hung Twin Dompaite(46.5'x89.5ry OW210027 VW SIMis Hung 7Wln Compoals,r .5':M 0Sn7n027 Nnryl6lrgle Hung lkrin COmposlb(7Tx72) 00115n027 No No No Vea Yea Yea Na No No +3605 +35LSS +4Or-10 a 4 a Pyle 10$erl. Smiis Hung Wndk,t Pak 10 Series Smile Hung Wino w Polls 10 Seale Single Hung W rdpe a4•xer Vlryi Non-lnpap# ainga Hung Window 060"IR23 36• x 07 Vinyl Non4mpactSingle Hog Window OW2212O23 62AWx OV Vinyl Non-ImpadSIMIs Hung Window 10117r2023 No No No Yes Yea Yea No +60460 No +561.65 Mo +ea40 17 FISN12'A6.Ri3Pradudb sorl"IMOSIM 4urg Virryl III WM Sing le Hog Flanke's 0OV x T2) 1O W2021 '. No Yes Me +3013O Amu Product Medal. Number or Nwft Proddd Duedetion Carxrrt6xeiratlem Dab Agama in NVH2 Arum oulaws HY1R ids Jim Silo$ Pressure 1 1SO aeries orThRmplar R Encompass or Award High Pend rmshoe si gie Hung Nrryl High POdptmQleo Single Hung(47 x 77) wilaw No Yea No +Sa.40 2 1508artmerThermeabrar Etwomp®sRAwa High "HIM Parb—cuaingleHung Twin OWIaO27 No Yes No +50-SD Porldrrnafca Single Hung Gogmsw (n7 x 65.1 rC) 3 15D$*Mae orTharmsWror Enmmpost, or Award Sings wry] single Hung T106COnpeaaeflM x72') OSr5n027 No Yes No +401140 Hug 4 leg Berl. orTherrneahfor Encompass RA—d EMI& VkgA SIMle Hung Triple Composite (103' x SLIV) OWN2021 No Yea W +351% Hung Florida Department of Business & Professional Regulation pap 1 d k Florida DeparbrltiM of Business & Professional RMgu(aflon atpold l Florida Department of Business & Professional Regulation agar d2 Budding Codes andsttaddarda enaamx Budding Codes and standards enasr22 Building codes and Standards all ProductApprOval Application Octal Product Approval Application Deter Product Approval Application Dahl i S9111! Edf;ar or Date aft Dodw%odm Des gift radlyar own Deb Deb PenAso Rik Cod$ Raker Glass Deb Oak p4naee � ir++s Warokn Mamawoat Colo Endrm&uPm Yalldaded aY 143d4Md adxdtaa FaCAeRW41 wept arJ � fYa6 bearsD Yanuasturar SsaMrM Endrwar&LiMma Widatud err �l2iYg g FMCAemayel AgggMsh � 1�e Wrsron Mawaaeanr C09 ss Eman..raLrbare. vdrdwdn, weave su betMsd FBCAsaWd A06rarad Afxmatbn 20s sake Corporwon Joe Hayden send W rolow and Door James L Fluckoa, P.E. a 07714(2020 071142020 Wn0;2020 Approved AtIrra•son 2a2O Pella Corperalbn Joe Hayden Sandi Warren W. Sdawfar, F.E. T.E. Lunn, PE, LC 07M4M= 07M42020 074204020 Approved Aermetian 20M Pent CorperallI Joe "War, a" W ridowaM Door James L Suakner, P.E. 07"412e20 077141tROM 071=2020 Apprmed coagarL<Windows Robinson ManuacWNrAstmldonr CHUCK19mineedrg call.Windows Robinson PE-4135 (S81)VM455 Csegpy. ErdakVDeea Robhoon Manulactuali, aDGIsORr, CRUCK Engineerig aubCrtaaryF HolzordW ellder M41102214 M (Sal)411-"27 RubCatgaY. HorbomNSllder (641) 021-600 aubDdogayc andng FxdanorpoorAmarbila. 041) tII1-0On3 (551)4914SZ7 Cemplisna Melted: Codification Mark or 1-s0ng pollaproduotpppl000pe Daaid] m MMlrea Eveluglan Report N Noma ella pprodWalpproveaps plima MMAad: C*r M*Wlon Merle or Ustlng pesaRodudapproval�pe Ile -vein FWrlds ReglstenedArch liedora Loeneed Florida Ila.00m IIe.Oom Itlri�j' r... �R1Ah'Predr/eMY ;`. Pralwalo rel Engineer '...: PL'vgl4 .. Prieduhla-' �' _ - _ Aner-oll For W, Aeeror4d use Aaerwad as vas AoeuuW For Ur Awl Prodded Medal. Nunhr or Nana ProduadD—rieden �� in NVNZ Cumme No oolidso �n "IiMAme raWs Approved For Ue* Airl No III I east OWDO Ala Proves Modal. Nrmbr*rNarm ggg)g Centrod boon feu i^N1 HI curlews FMgt M 1 Sense 1020 Sllding Window Mry181Ming Window(M or 2), 73.1a"xaj 031270023 No yaw N2 is" Pra d Modal. Munabr arN pmdmdommloj Gsroneae earslmkn Deb l"HyllA Cublito H amended p�m 1 8erbe 10112W25&Ning Oleos Door VIV 2.Yanel•OR'Slbop Ulm one, (W x 0S') 11rAwi No Yea RD +W25 2 $anus 1=0Slldhg ViIndow 1JWSlklbg WirdawCOX or%0, 1314'x. 36') 03MC23 No Yes No +36-.36 1 S4nN 1081Idng Window Soles lO MiaA Fbngad SWIM Windows OWZ&2061 No Yes No NIA 2 Sena 10nOOSS11 110loss Door V&44 single Pdfel Fixed TO Door(Skildift 34.1&iS' 0W252022 No Yes No +380-36 a Sales 1a20&Iehg Wind— Vlryl BlkOrg Window(KOX, 105' x0C') 027n023 No Yes No +2a.3g xa-mm 4 Sena 1020 Silding Window Vlr4l Slidlrg Window V=, 104'x Wl lwlyr 1S No Yea No +35`ss 3 Series 102V4 elkim Glees Odor Vinyl 24'ansl Vr skilrg Won Door (77 KS2) 1DM&2021 NO Yes No +3&3S 4 Sena 1012W26fting Oleo Door Vkyl Single Panel Fkkd N7'Door(Skleft 47-1r2'.x ON2017C22 win No Yes No +251LM , - -- Q",IWANrrarrN Appen ail far Use AneravN Far use WOW Deal - awe Pmdmd Med.l.NumbwotName Pradedthoode6are Gonrrt5xsirdbn Oab in XVHi OubNu MM2 aj popok— 1 Saks 180 or F., loo. pass orAWanti80M Ulm Door Vinyl 2-Portal T)r swing elm Door(5&IM x 09"2031 No Yea No +25L0 astnry 2 Saks 180 or Elornpaa orasand&dog ObsDoor Vira4 SIMI& Panel Fkad'O'Door(Skre7nq 35.1)rx 0211WO32 NO Yea No +44L40 31.11Rry 8 San- Hal or EncempeaserAran6 EMIG Glow Door Mrnyl 24rme'Cx' Biding Okws Door" x 52') OWOS2022 NO Yes No +3&35 4 Swiss 1SO or Ergpmpass orAvons Willing Oita Dow Vlryl Single Park) Flxed l0' Dow (6dula, 47.10 x 0211&202 No Yea No +230-25 s5nnry ' Pl2gaM4lU pwireYr: .:.. ,.. 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August 10, 2022 PA 1.2 MMM Simpson Strong -Tie 2020 FBC Approved Products updated iz 3orzo2o - Sim son Stron Tie 2020 FBC A roved Products p g- pp Updated'12730/203Q Simpson Strong -Tie 2020 FBC Approved Products updated t21so2u2o Simpson Strong -Tie 2020 FBC Approved Products Updated t2rJozozo O N C/) Cu N -I-/ U O� O C Q O O For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. 1 - For direct InKs to all SST approvals listed below, CLICK HERE - For direct Inks to all SST approvals listed below, CLICK HERE O LL a For addillon I Information regarding Florida's Statewide Product Approval System and Maml-Dad o County Notice ofAcceptanceF O L H a Q g pp ys m e Cou y of (t A}. C t�K ERE. a For additional Information regarding Florida's Statewide Product Approval System and Maori -Dade County Notice o Accep[an e { J A). LI HFsRE. I tl 's t t c I O CLICK � For additional infatuation regarding Florida's Statewide Product System and Maori -Dade County Notice of Acceptance (PJOA), CLICK HERE. _ s For additional Information regarding Florida's Statewide Product Approval System and Maori -bade County Notice of Acceptance (NOA}, CLICK HERE. y FL#2355-R7 1 FL 0446-R6 FL#10466-RO 11 HUS, HUSC series,hangers Face -mount hangers available In widths ranging from 1-518" to � V C sea # Product Model. Number or Name Product Description sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description 9116" and heights ranging from 4.5116" to 11". Concealed flange version (HUSC) available for models having width equalio or O -= 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Then stainless steel masonry screw 1 A21, A23, A33, A34 A35, A44 Angles 1 ST, BTB, BTH Brick Ties greater than 3-9116". L_ - 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles, 2 CMST12; CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to3- O Q _0 3 APB44, AP544R, APV866, AP666R, APB88, APB88R, AP81010, APB1010R, APVB44, Outdoor Accents Post Bases 3 C514, CS16, CS18, CS20, C522 Coiled Straps 5/8" and heights ranging from 9-114" to 16", O FL#9589-R6 APVB44R, APV866, APVB66R, APV088, APVB88R, APVBIOI0, APVB1D10R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3,63-SDS, LGU5.25-SDS Face -mount hangers _ (a O Co 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2.4, APVDJT2R-4, APVDJT2-e Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers 4_ Q sea # Product Model. Numberor Name Product Description APVDJT2R,8 6 DSP, SSP, TSP S ud to Plate be 15 LUC26Z, LU021<DZ, Face -mount hangers , � '0 Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH45R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H25A, H3, H8, H7Z, HIS, HISS, H16-2, H 16 2S HurricaneTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-911610 4- L L 2 SD9112, SD9212, SDI 0112, SDI 0212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HG7-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15116", Cn O Q 3 SD9112SS SD9212S8 Strong -Drive SO Connector SS Screw 7 API.H24, APLH24R; APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGUS.63-SOS, MGU5,25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers (� � CD- 4 SDCF22434, SDCF22512. SDCF22614, SDCF22700, SDCF22856, SDCF221014; Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SD81.5, HSS2.2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/16" to y- ��i//-1'�+ .Q , � v J Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 118" and heights ranging from 6-15116" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z. CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twst Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR: SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9118" and heights ranging from 3-1116" to 13-314". 7 SDS25112: SDS25134, SOS25200, SDS25212, SDS2530D, SDS26312, SDS25412 Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA12; LSTA15, LSTA18, LSTA21 . LSTA24, LSTA30, LSTA36 .Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500: SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49; LST173 Sleight Straps 2X and 4X models; on ly acute flange is concealed. 8 SDS251125S, SOS252COSS SOS25212SS, SDS25300SS, SDE25312ES Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16 to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 HurricaneTies 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-W"to 11.1M". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Mad LmGyderTiedown Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA15: MSTAI8, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps FL#10667-R6 20 L$O, L50, L70, L90 Angles 22 MSTC28, MSTC40. MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps Sea X Product Model. Number or Name Product Description 1 ATR318, ATR11Z ATR518, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUD8-2, ATUO9,ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 39'. 3 BP3/8-2, BP112, SP112-3, BP5/6-2, BP518-3, BP3/4, BP314-3, BPRTUD3-4 Bearing Plates 24 LS5J26LZ, LSSJ26RZ, LSSJ2%2, LSSJ28RZ, LSSJ214LZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318; CNW112; CNW51$, CNW314, CNW518-1/2, CNW314-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable SlopealosiSkewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114"to 24", 5 CTUO55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RP322, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUO98, CTUD99 27 ML232, ML24Z, ML262, ML28Z, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 51B" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHB Roof Tie -Down $0 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B. RTUD5. RTUD5, RTUD7, RTUD8 Ratcheting Take-U.p Device 29 MMHC Hedged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device $0 MMLU2e, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW36 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST1.2, STIB. ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11"to 32-1/2". 10 URS3 8/S" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, T627, TB30. TB36, TB42, TB48, TB54, T856, TB60 Tension Bridging 6 EGO': series hangers Tap flange hangers available in wdths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TVVB14 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC. STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddlehangers available in Wilft ranging from 3-114" to 6-78" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WEI06; WEI06C, WEI26, W8126C W61430 Wail Bracing and heights ranging from 8-1f2" to 28"- 36 Z2, Z4, Z44 Panel Stiffen or Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3.114" to 7- 118" and heights ranging from 11"to'32'. FL#10441-R6 FL#10531-R5 9 HIS series hangers Top flange hangers available in wdths ranging from 1-9115" to 7- FL#110447-R6 1f2" and heights ranging from 8" to 30". Sea # Product Model, Numberor Name Product Description 3ed If Product Model. Number on Name Product Description 10 HGLS series hangers Saddie hangers available in widths ranging from 5-114" to 8-718" 1 OTT2 Hold-down S. ea # Product Model, Num bar or Name Product Description 1 CBH2.37x5.5, C91­12 37x7.63, 081-2.374.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC1014, HDCI0122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in wdths ranging from 3-1 /4" to 8- 3 HDQ8, HHDO11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5RSDS3, OSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3,9116" and heights 7/6" and heights ranging from 7-1/2" to 32", 4 HDU2,HDU4,HDU5;HDU8,HOU11 HOW Hold-down 3 GBC Gable Brace Connector ranging from 9-1f8"to23.15116". 12 HGLTV series hangers Top flange hangers available inwidths ranging from 3-114"to7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50SOS, HGU5.62-SOS, HGU7.00-SIDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14"to 33". 6 LSTHD8, LSTHDSRJ Strap -style hold-down 5 HHR02-2, HHRC42, HHRC42-2. HHRC411,81, HHRC44, HHRG5.25f3.25; HHRC5.3713A2, Heavy Hip to Ridge Connectors SDS, HGU9,00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116"to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.5/8" to 7- 9118" and heights ranging from 18'"to 26". 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1,81, HRC22 Hip Ridge Connector 318 and heights ranging from 5-5116" to 12-718", 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3.118"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7,00-SDS; HHGU7.25-SDS, Face -mount hangers 3-9119' and heights ranging from 5-W6" to 13-1f8". 10 PAI18, PAI23; PA128. PA135 Strap -style purlin anchor 8 LSU261 LSSU28. LSBU210 Light SlopeablelSkewable U Hanger HHGU9,00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHD1 DRJ Strap -style hold -dorm 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28=2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS,5_50110, Face -mount hangers 112" and heights ranging from 3-7115'to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24; TC26. TC28 Truss Clip HHUS7.-25f1D version (HUCTF) available for all models having width equal to or torq 11 THA29, THA213, THA21 B, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in wdths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 1f8" to 5-1f8" and heights ranging from 4-314" to 15-3f4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- G'V 12 THA11.81122, THAl2.06f22, THAl2.1122, THA1222, THA1322. THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.318" to 2W. 13 THAL422 THAR422 Skewed Truss Hanger g double 2X and 4X models; only acutefiange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- o 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers S HTU26; HTU28, HTU210, HTU26-2, HTU26-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.318" to 32'. flit ar 15 THJM2-4SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 16 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- !� p W 16 TSBR2-24 Truss Spacer -Restraint 112 and heights ranging from 2.718" to 19-114". Concealed flange 518" and heights ranging from 9-118" to 16'. Q" 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hinges Top flange hangers available in width of 1-9116" and heights a r\ 18 VTCR Valley Truss Clip greater than 2-9116". ranging from 5-318" to 7.114". 10 HUC01.8119S08, HUC01.81/11-SDS, HUCQ210-2SDS, HUC4210.3-SDS, HUCQ310- Face -mount hangers 20 JBA sales hangers Top range hangers available in width of 1-9116 and heights i� g LJ_ to SIDS, HU00410-SDS, HUC0412-SAS, HUCQ5:2"SOS, HUOW.25111SDS, HUCQ610- ranging from 9-3116"tn i3-1/8". SDS, HUCQ612-5DS n w ro as � cu � 9 . 6?3 cc E EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated IM012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 - „t, Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals fisted belmv, CLICK HERE. For direct Inks to all SST approvals fisted belw¢,. CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. r . For direct Inks to all SST approvals fisted below, COCK HERE. - r " For additional information regarding F aide's Statewide Product royal System : e Ma i Cr.l .K HERE .9 g I r pt Approval and m lade Count .Notice of Acceptance N0A , Y p ( ) « For additional information regarding Florida's Statewide ProductA royal System M mi Dade Can Notice of Acco lance- NOR _ K. - CUC HERE 9 9 Pp Ss a County p ( ), r . " F additional information regarding flaida's Statewide Product royal tam. and nri-D d. Notice a ce .LC'K HERE or 9.. tnB Approval a Ma a. a Canty 1J.vtr ofAcc .plan (NOA}, �,_ �' information -Florida'sr For additional informaten regarding FlmdaS Statewide Product Approval and Manu-Dade Canty roll raFeF Nonce of Acceptance {NOA), ._.- .._.._, 21 LS series hangers Top flange hangers available in width of 1-9116" and heights FL#11466-R5 18 S/LBV1.56, SiLBV1.81, S1LBV2.06, SJL13V2.37, SILBV2.56, SILBV2.68, S/LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-118". S/LBV3.56, S1LBV3.62, S/LBV4.06, SILBV4.12, SILBV4.28, S/LBV4.75; S/LBV5.50 6 Strong -Bolt 2 (STB2, STB2-4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in Width of 1-9116" and heights $ea #i Product Model. Number or Name Product Description /9 SiLTT20, SiDTT2Z. SA-9714, HTT4, HT75 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 131M". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Tien HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HR512 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-1/2", 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hangar 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head I1 carbonsteel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THG63, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to32-112' 5 THGQ2-SDS3, THG03 SDS4.5, THGQH2-SDS3, THGQH3-SDS4,5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Titen HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW34, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hangerfor concrete 1/8" and heights ranging from 9-1/4" to 24", THD50234RH, THO10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available inavidth of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318'"to 7-118". FL#11473-R6 FL#13904-RS CD 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Numberor Name Product Description FL#16230-R8 118" and heights ranging 9-114" b 32". 1 DErAL20 Double Embedded Truss Anchor 1 CCQM3 52-SDSHDG, CCQM4.62-SDSHDG CCQM5.50-SDSHDG CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR; FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM462-SDSG CCTQMS_50-SDSG, CCCQM3,62-SDSG; C0CQM462-SDSG, Sea # Product Model, Number or Name Product Description 3 HIS, HISS, H16-2.H16-2S Hurricane Tie CCCQM5,50-SDSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETAI6, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4-62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesivefor masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4 62G-KT, ECCLLOMD5.500-KT. ECCLROMD3.62G-KT, ECCLRQMD4:62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea# Product Model. Number or Name ProductDescaalWn 6 HGAMIO,HM9 Masonry retrofit connectors KT,ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong-Bott2 Wedge Anchorfotmasonry }^^11e 1 ABA44. ABA44R, ABA46, ABA46R; ABA66, ABA66R Adjustable Post Base 7 HHETAI6; HHETA20, HHETA24, HHETA41) Heavy Embedded Truss Anchor 3 HGUM525; HGUM5.50, HGUM7.00, HGUtv17'25, HGUMROO Heavy Masonry Hangers 5 Titan 2 (TTN2) Tien 2 Screw Anchor for Concrete W 2 ABU44, ABU44R, ABU46, ASU46R, A81-15.5, ABU5.6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SD82.5, LGT4SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3, LGUM26.4, LGUM28.2, LGUM28.3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titen HD (THD-H4SS, THD-H6SS, THD-CS68S) Titen HD Heavy -Duty ScrewAnchcr forconerete, available in 304 ABU88R, ABU1010; ABU1090R. ABU121Z ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46, LGUM48: LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12fg,25, MBHA3.12111.25; MBHA3.56f7.25, MBHA3:5619.25, MSHA3S6/11.25, MasonryTop Flange Beam Hangers countersunk head. 4 A04, A04R, ACE4, AC6, ACBR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3-56111.88, MBHA3.56114, MBHA3.56116, MBHA3.56/18, MBHA5:6017.25, 7 Titen Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry U) 5 604, BC46, BC4R, BC6, BC6R, BCB. BCS2-24 SCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16.. HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50111.25, M13HA5.50J11.88. MBHA5.50114, MBHA5.50116, 6 CB44, CB46 CB48, CiB66, C266 Embedded Column Base MBHA5-50118 �'( 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SD52, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3;5619.25, MBHU3,56111 25, MBHU3 56111,86, MBHU3.W14, MBHU3;56/16; Masonry Beam Hangers FL#'16937-R3 �l� � �+ 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9-i12" and FL#11496-R5 MBHU3.56AB, MBHU6:5019,25, MBHU5.50111.25, MBHU5.50/11.88. MBHU5:50/14, > W2 ranging from 3-518" to7.112" MBHU5.50116, MBHU5Z0118 Sea # Product Model. Number or Name Product Description O 9 CCQ-SDS2 5, ECCQSDS25 Series Screwed column caps with W1 ranging from 3-114" to 9-1/2" and Product Model. Number or Name Product Description 1 X34Bi016-5K; XIS1D16, X1 El016-4K, X0161010. XQ1El016.4K #10.16 Strong -Drive XMetal Self -Drilling, Tapping Screws with #k3 L W2 ranging from 3.5/8" to 7-112" 1 DTT1Z Deck Tension Tie Drill Point > c1 10 11 CPT44Z, CPT66Z, OPT88Z EPB44A, EPB44, EP646, Concealed Post Tie Base 2 H0121 HDi9 Bolted Holdowns FFL#13975-RS 2 XL4114T1224, XLQ114B1224-2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping EPB66 Embedded Post Base 3 HD3B. HD56, HD7B. HD96 Bolted Holdowns Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EPS47 Embedded Post Base 4 HTT4, HTT5, HTTS-3/4 Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB60 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SOW22300, SDW22338, SDW22438, SDW2245e, SDW2250Q SDW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22834 4 X0114S1224, XQ114B1224-2.51C XI 14S1224, X0112S1224, XQ11281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with }i;ri 15 MPB447, MPB66Z, MPBBSZ Moment Post Base 2 SOWC15450, SDWCi5800 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB46, P866, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH1940ODB,, SDWH19600DB, SDWH1980ODB, SDWH191000DB Strong -Drive SDWH TIMBER-HEXScnew 5 XU34S1016, XU34B10165K #10-16 Strong -Drive XU Metal Self -Drilling.. Tapping Screws with 17 PBS44A, PBS46, PBS68 PBV6, PBV10 Embedded Post Base 4 SDWH27400(3, SDWH276000, SDWH27800G,-SDWH2710000, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HOG Screw 41 Drill Point 18 Round Post Base Sea # Product Model. Numberor Name Product Description 5 SDWS16212, SDWS10300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-16. PC46-15, F'C48-16, PC64-18, PC66-16, EPC44-16; EPC46-15, EPC48-16, Post Cap 1 SB518x24, SB7/8x24, SB1x30 SBAnchor Bolls 6 SDWS19500, SDWS1971Z SDWS22400,SDWS22500,SDWS22512, SDWS226OO; Strong-DriveSDWS TIMBER Screw(Interior Grade) O EPC64-16, EPCB8-16 2 SSTB16, SSTB20, SSTB24, SST828, SSTB34, SSTB36, SSTB16L, SSTB2OL, SSTB24L, SSTS Anchor Bolts SDWS22800, SDWS22900, SDVVS221000, SDWS221100, SDWS221200, SD'WS221500 FL#35320 RD �. 21) PC4Z. PC4RZ,AC6Z, PCBRZ, PC8Z, P08RZ. EPC4Z, EPC4RZ, EP06Z, EP06RZ. EPCSZ, Post Cap SSTB28L 7 SDWS22300D13, SDWS2240008. SDWS22500DB; SOWS22600DB, SOWS22800D8, .Strong -Drive: SOWS TIMBER Screw (Exterior G rade) n EPCBRZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS223120BB, SDWS22512DBE Outdoor Accents Structural Wood Screw 1 DSSC843.5. DSSCB46, DSSCB48, DSHS Bypass Framing Dnft Strut Connector r11 22 RPBZ Retrofit Post Bass FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS2750DSS, SDWS276008S SDWS2780OSS, SDWS271000SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FC645.5, FCB47.5, F0849.5, FCB411.5 Bypass Framing Fixed -Clip Connector SDWS27120OSS "3 FPHSD34SI O16, FPHSD3461015, FPHS03481 D16-5K. FPHSD34S1214, #10 16 acid #12-14 Strong -Drive FPHSD Framing4o-CFS Self- V, sea # Product Modal. Numberor Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD3461214, FPHSD34B1214.5K Drilling, Tapping Screws FL#10866-R5 1 CMSTI2, CMST14, CMSTCI6, CS14; CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25 LSFC4.25 LSFCB-25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector M 2 HRS6., HIRES, HRS12, FHA6, FHA9, FHAl2, FHA18; FHA24.. FHA30, MSTI25, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LESC6.25 SSC2.25, SSC4.25. SSC6.25. MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors e ■ s Sea # 1 Product Model. Number or Name FJA, FSA Product Description Foundation Anchor 3 MSTI48; MST160, MST172, S1MST27, S1MST37, SIMST48 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#'1.5363-R3 I6 MSSC4.25KW, MSSC6 25KW RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MSTA18, M87A21, MSTA24 Straps 43 mil (IS ga) 7 SCB43.5, SC645.5, SCS47.5, SCB49.5, SCS411.5, MSCS45.5, MSCH47.5 Bypass Framing Slide -Clip Connector 3 GH46-5, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model, Numberor Name Product Description 8 SCS32-5197, SCS62-5V7, SCS62-51118, SCS82-&118 Bypass Framing Connector 8, GH610-6, GH61 0-8 16 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector I AS 18, AS 18$5, AS 1836 16 ga Truss Plates 9 SOW3.25 SCW5,5 Head-of-Wa1I Slide -Clip Connector 4 GLB5A, 01-6513, 01-65C, GLB5D, GLB7A. GL87B, GL67C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS 20 ga High Strength Truss Plate 10 SJC8:25, SJC10.25, MSJC8:25. MISJC10.25 Steel Joist Connectors 5 GLBT512, GBLT812, GLBT516, GBL7-616, GLST520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS1S, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3,518 Bypass Framing Slide -Clip Strut Connector L' 6 HGLBA, HGLBB, HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30, M5TA36, ST6215, ST6224. ST9, ST1Z ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH78BI414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedawm 10 MSTC68, MS17C78, ST6236 Straps 68 mil (14 ga) Screws LLB 8 UFPiOSDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MTS20; MT830, MTS24C, MTS30C Medium Twist Straps 13 XQiS1016 X01 B1016-4K, XQ11S1214; X01B1214-3.5K, XQ7881224, XQ78BI224-3K, 410-16. 412-14: and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 &61.56, S161.61, S/62.06, S52.37, Sf82.56, 51B2.68, SIB3,12, SIB3.56, S1B3,62, S1B4.06; Top Flange Joist Hangers FL#13730-R4 X0114S1224, X0114el224-2.5K XQi f2S1224, XQll2B1224-2K, X34B1016-SK, Tapping Screws S/84.12, S164.28, S/B4.75, S/B5.50 X1 S1 D16, X1 B101 &4K, X1 SI214, X161214-3.5K Q ^1 W 13 &BA2.1218, SIBA2.12/10, S/BAZIZ12, SIBA212114, S/BA4.18/8, SIBA4.18/10, Top Flange Joist Hangers Sea # Product Model Number or Name Product Description z J SIBA4.18/12, SIBA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75, GOPM-1e0, GDPS, GW-50. GW-75; GW-100, GTH Gas -actuated fasteners and assemblies 15 SiHD8S, SIHO86, S/HD1OS, S1HD10B, S1HO15S, SfHD156 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners. threaded studs, and assemblies Q 16 S1HDU4, SIHDU6,S/HDU0, S1HDU11 Holdowns PDPAWL MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -J 17 S/JCT,SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. August 10, 2022 PA 1.3 -4-0 (D Cn -C;B (D > = MIAMI- UMM-DADECOUNTY' FRODUCTCONTROLSECTIM PGTIndustries.bir. PGTInd=tries,1nc. C) =3 L_ _0 CL 0 -26 PGT Industries. ae. - a) 0- 0 11905 SW SteeL Room 202 NOTICE OF ACCEPTAIN'C'E: EXIDE-NCESUIBAUTTED NOTIC E 0YACCEPT.MNClE.: EX-MENCE S1-TB3VM`TED co -a DEP.ARTIZEENT OF REGULATORYANDLCMNOMIC MOURCYS (RM) Mmi� F*kb 33175-:2474 -BOARD AND CODE ADIMMMMON DIVIMON T(796)31_5,2500 FC7W)315-250 NOTICE OF ACCEPT-ANCE:11 -IDENCESUBMITTED C-) C/) NOTICE OF ACCE PTANC-F (NOA) 1. Evidence submitted under previous NOA D. QUALITY ASSURANCE A. DRA"TiGS B� TESTS (continued) 1- Nliarni Dade Department of Regulatory and Economic Rrso=es �RER)_ W 0 FGT Industries. be. 1070 Technology Ddme, 1- Alanufachuees. die drawingsand sections. 5- Test report on 1) Air lnfi&ration Test, per FBC_ TAS 202-94 C 0 0 0 North Venice. YL 34275 VVriborifted under.;VOAX& 1"16Z 04) 2' ) Uniform Static Air Pressure Test- per FBC, TAS 202-94 1. MATERML CERTMCATIONS 0 U_ SCOPE: E1rawi13g__NTo. M-D-5570.0jitled:Vin-4 Sliding Glass DoorNOA(1AV". slieetsl 3) Waw Resistance Test, per FBC, TAS 202-94, L Notice of Acceptance'No. 15".528.14 Lqwd toVision E=,, sion Liinite-d forth& Lpz 0 ThisNOA is being issueduader the applicabliernles and regolations,gpverning the me The. y manufwftuer� dated 1:0,10545, with revision A dated through 21 of 21, prepared b- 4) Large Nfissile Impact Test per FBC, TAS -101-94 -X%Ikke RW PVC Exterior Extrusions for W, indows and Door�­. dated 08/13/15. Cn (U 0 > -0 E 0 documentation submittedhas been reviewed and acceted-byMiarm-Dade Counly]ZER -Pioduct Control Secticnito 04)05117, signed and sealed by A� Lynn Nffler- RE. 5) Cyclic Wind Pressm Loadingper FBC, TAS 203-94 exphag on 09?W19. Cn (D 0- be uwd mNB=Dade CQ=y aud QtheK ue-az where aWwed byThe Artbotity Haviugluriadictim (AM. 6) Foxed Entry Test, pff FBC, TAS 202-94 2. Notice of AcceptanceNo- 16-0_10M isssuedtoVisionF xtrusion Limited for their -YE C/) 0 co This NOA shall notl�e vah4 afterthe expiration date staledbelow..The Miami -Dade County Product ControlSec tion B. TESTS gong xvith marked -up drawifigs and installation d iagram. of vinyl sliding glass 4 oor� prepared ' 1000 Tan 202 and lighter Shades (.Non-Mlite) Rigid PVC Exterior Extrusions for U) < (Inl4iamiDade County) andVorthe AHJ (in areas othff thanMiami Dade Counly),res erve the right to have this 1 - Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-04 byFenestrationTe9mg Lab- Inc- Test Rq)oftNo..FTL 8-549, dated ll,,)06!15- sig Aed and W-Indows and Doors", dated 1110.8,116, expiring on� 12PM2 I product ormatenal k-stedfcr quality awaranceputposes. Ifthis. product ormaterialfails to pedormin (he accepted 2) Large Nfissi Vact Test per FBC, TAS 2-01-94 in sealed by IdahnisOrtega, P. E� (Ilest itport revised on 12 b'04115 andOMY16) 3. Notice of Acceptance No. 1"_528.15 issued to Vision F_ sion Limited fortheir =L ,themannhicturer will mculthe-expeaw of suchtestri Manner _gand&eAMmavimmediatelyxe%,ial-e- modify, or MY 3) Cyclic Wind Presmit Loadi perFBC.TAS20-3-94 6- Testnjxxton !)Air Infiftration Test, per FBC_ TAS 202-94 -Brown Coated (Painted or Laminated) WItite Rigid FV C Eximior Extradons for 3=pend the, use of such product or material within theirjuhsdicton, RERreserves the ti�ghtto revoke this along with n=bed -up drawiW and inst�lion d iagram of iinyl slkling gja sa, door, prepared 22)Unifiorm Static Air Pkssure Test, per FBC. TAS 202-94 -7 Windows and Doors . dated 0&1 3A 5.1 expir*g on 093Q119- it is determined byMiarni-mde Counly ProAtict Control Section that this pmduct of material fails to meet The requmments of the applicable building co4e- by Feninstra tion Testing Lab, Ine- Test Report'No - FTL 9 7717 - dated 12A 7/1 5� signed and 3) Water Resistance Testper FBC. TAS 202-94. 4. Notice of Acceptance No- 1"712.02issi" to ENERGI Fenestration Solutions USA, Thif.produ,ctisappmitedwdew6bedheze.inandhas.b4E�--.ndesi ed,to�ccmplyw-iihiheFlor�,&,BuMagC�ok- 29 seatedby1dalmis Ortega, P_E_ (Test -report mmire.on"I'51" and,01-24/16) 4) Large Nlissile Impact Test perFBC, TAS 201-94 Inc. forth& "TAIN 1040 and Lighter Shadm (Non-117hite) Rigid PVC Exteilor including the M,& Velocity- Ruff icame 7x"&-- 2, Test report on 1) Air Infidttatim Test. , per FBC_ TAS,202-94 5) Cyclic- Wind Presme Loadingper FBC, TAS 203-94 Extrusions for Windows and Door�' dated 09/15116 e3q*ingon027jD4/21. DE-sscmm, wnseries "5sm� &,- 77011 Vinyl Sliding Ql;rss Door (Reinfbrred)w*o.9W & 1351 cotmffs-L_VJ. 2) Uniform Static Air Premwe Iest, prer FBC, TAS 202,144 along with marked -up drawings, and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No- 1"712.0-4 is-_;ued to ENERGI Penestration Solutiom USA, AFMOVAL DOCITHENT. Drawing No. _M[D_;-57&0 Rev R, utled "Vinyl Sliding Glass Door NOA (LM)1% Aieft 3) Water Resistmce Test per FBC_ TAS 2024A - by FemE�ion Testing Lab.. Inc-, Te&A -Report NO. Fn 9552, dated 11`0445, signed and Inc for their -Bronze and Lighter Shades of Cap Coated Rigid PVCExterior 11 I tb-ough 24 o f 2 1, p rep are d by m an ah ctutef date d 10)'0 5Y 15 and knt mvised on 02 0 1 re. 1, s igned and seaked by 4) Large Ms.% Impact Test per FBC, T-AS 201-94 w2W b Y I dalmis Ortega, P � E_ (Test report revised on 02115 P-0 16) Exh-usions for Windows and Doors dated M1546- eTiring on 04116120- A- Lv= Miller. P.E. - bea * the Xha=-Da& CountyProduct Control Revision st� wA the Notice, of ME. 5) Cyclic Wind Pf ffwe Loadingper FBC, IAS 20-3-04 7. Test reporton 1) Uniform Static Air Pressure Test- FBC, TAS 202-94 . per 6- Notice, of Acceptance No., 16-0712.03 issued to ENERGIFenestration- SoNtions USA, -Vlite 'Rindows A cceptance number and Expiration doe by the M2=1_Dade Cmvy Product C ontral, SEction. 6) Fated Entry Test, per FBiC, T-AS 202-94 2) Lzge Missile Impad Test per FBC, TAS,201-94 Inc- for their Rigid PVC Exterior Exam. slons for and Doors" dated Z ]MIS SHX 1WACT R.1 MG: L a rge a ad Sma IYAlis s He huFact Resist a n t along with.marked-up, drawings, and installation diagram of vinyl slid' - glass door� prepared 129 3) Cyclic Wind,Pressure Loadingper FBC, TAS 203-94 08/10117, expir�,_ on OMSil 8. Limftations- by Fenestration Testing Lab, Inc.- Test Ffport No- FTL 8546- dated 11,10611'57 signed and along vdthmarked-up drawings and installatmin diagram of%myl sliding glass dom prepared 7- Test reports'No(s). 10-M-70_(A), 10-06-MO527'- 535753-09, per ASTIVE-94, L See tabk- I (sheet 2) and table 2 (sheet D fbrapplicable SGD unit sizes- design prenures-, reinfmemeals. types, sealed by I dalmis 0 rteg a, R E. (Test mpqmt revised on 0 1 1'04, /16 and 02� 11020 16) by Fenestration Testing Lab, Inc., Test Report No� FTL 663:9 (swnples A-1 thru A-22), dated ASTIM 1929 and ASTMD-63 5 1. mued ky EXOVA to Vision Faftnmon for cegulosic glass types, s& riser (see tables B-1 & B-2. sheets 7-9) and andiar layout sheets requiraneats in 11 thni 16. 3. Test'report m 1).A�r Infiltration Test. per FBC, T-AS"202-94 - 11 A 9,110 . signed and se aled by Jorge A- C auso. P - E_ ISubmt ftd tin der ATOA� A'& II- composite material. -Ri 7 gid, V42ite ATC, Tan (Non white) RjgidFVC andBrormm coated (Phintedorlatainated)mhRe Rigidl?VC to be 2) UnifomStatic Air Pre&%" Te st. per FBC, TAS 21029-94 (Submhted underNO-4 *,%-,o. 11-0107 04� Z labeled per referenced NOA's requirements- 3) Water Resistance, Test, S, . per FBC, TA 201-94 8 Test report on, 1) Air Infilkation Test, per- FBC, TAS 202-94 & Notice of -Acceptance No. 14-0916. 11 issued to Kuraray America,, Inc. for their 3 Egress operable. d o ars raust ccmplywith min clear width of heightper FBC requirenwatas applicable. 4) Large Missiteln4ract Test per FBC, TAS 201-94 2) Uniform Static Air Ptesme Test, per FBC, TALS 202-94 "S-eatry7Glast (Clear and Mile) Inwrlaverl- oqiring on 07.04/1 S. 4. Pocket walls undet separate approval, to be reviewed by Building Dfficial 5) Cyclic Wind Presme Loading per FRC.- TAS 2,03-94 3) Water Resistance Test, per FBC TAS 202-94� 9. Notice ofAccqptance No.16-111.7.01 issuid toKirmykmmica, Inc-fdrtheir L.�kREIX-S-G: Each unit shall. bear a pennanent labetwith the manrTactURT's name or logo- City", state and ieries and 6) Fared Entry Test, pff FBC, TA.S, 202-94 i 4) LmW Nfissile InVact Test per FBC, TAS 201-94 "Tra,0619 t1traclear, Clear and Color PVB lnterhtyer�-. expiring on 07,108.19. following statement 'Miami -Dade Counly hoduct ConvailApproxmd"_ noted herein. along with rawked-up drawings and installation, diagram of vmy4, sliding glass door- prepared . 5) C -94 _ycfic'Armd Pressure Loadingper FBC., TAS. 203 W RENEWAL of this INOA shall be considered aftff a reneust applicabon has been filed and ffiere has beenno by Fenestrati on Testing Lab, Inc., Test Report NG_ Yn 8-547. dated 17,104115� signed and 6) Forced Entry Test � per FB C, TA S M-94 L siuTiEmEN-Ts chwgL- in 11he applicable building c ode negative ly affec ting the pedb%mance o f this product� se*d by Idalmis Ortrega, P., E. (Test rep4xtrmised on 0.111 51M) along with matked-up drawings, and installation diagram of mayl, sliding glass door, prepared I , Statement letter ofconformance with FBiC--,-,tk Edition (27014) and FBC-6o, Edition TERAHN.ATION ofthis NOA will occur afterthe expuatim dateor if thete, has been a re%uicaor change in the 4- Testieporton 1) Air Infiltratim Test, per FBC- TAS by Fenestration Testing Lab, Inc- Test Report No- IFTL 6337 (&u4ples A- I tbru A-5). dated (20171 ismed by manufacturer- dated 0&14A7_ signed & seakd by L-711n Mmer pwE_ niatetials, use, and -'or manufacture of the product, or proce§L Minne of this INQA as an endonewent of anyproduct, Z) Umfom Static Air Pressure Test, per FBC- TAS 202-94 12)0640t signed andsealed by Jorge A. Cam. R E_ (Submifted under A1,0_4 NX6. 11- 2- Statement letter ofno financial interest, dated 04/1917, issued by manufacturei, signed forsales. advTdisingorany otherpurpmes shall automaticallyterminale, this NOA-Failtzeto complywith any 3) WaW Rf sistance Test, per FBC1 TAS 202-94 0167.09) scaled by Lynn Miller- P.E_. section -of this N 0,A shailb e cause fortermination and remval of-NOA- 4) Luge Mss& Impne Teg perFBC.- TAS 201-94 3- Letterof lab compliance, part of the abow test reports. -ADIT-RTISEM-EXT. The NOA number preceded by the words Miami -Dade County- Florida, and'followed by the 5) Cyclic Wind Pressure Loidingper FBC,TAS 2203-94 C. CALCULATIONS 4. RER. Test Proposal No, 17-0387, dated 0545A 7... signedby Ishaq Cbanda, P1_ expiration date may be displayed in advertising Wrature_ Wany partionof theNOAiz- displayed. then it -shall. be 6) Forced Entry Test, per FB C, T�k S 2 02 -94 L Anchor verification cakulatious, and structural analysis, complying with FBC-2014- done in. its entirety- along with marked -up drawings and installation diagram of vmyl sliding glass, door- prepared pnqwed by PGT. dated 12,04 5and W, re rised on 02,115116, signed and sealed by 'G. OTHER INSPECTION-. A copy of fliis�eatife NOJA shall bepxo,,-ukd to the -as-er by1he mauufactum-ror its distributors and by Fenestration Testing Labr Inc_ Test Rq3ort No. FTL MOM: dated 12)04il 5- signed -and - AnffionyT - Milleer, P.E.,(Submiffed un der N AINo.15-1210.0114 '0 1 N-ofice of Acceptance No. 15-12IM01- issued To PGT Industrie& for- their Series shall be available for inspection at tLejob AtL- at the ietpest of the. Building Official. sf--*d by Idalmis Ortega, R E� (Test report revised ouOlf"16 and 02)llfl6)- .2. Glazing ron4gies with ASTNM-1300-09- 57 9)2770" Vinyl Sliding Gbmi Door (Reinf arced) - L.A311 ex-pinng on 04/1421 This NOA revises& renews NOA #20-0429.05 and consists of dtis page land evidence pages E- 1. E-2- E-3. E-4. C4 E-5 & E-6 as wellas approval document mentionedabm.*_ The submthed documientafton w-m reviewed �ylshaq L Clhanda. P.E. Ishaq L Clkaz4z, P.E. Ishorq 1,Cha3qdo, PX� Isha,qL Chanda, RZ V­ C5 Product Control U; -AitSuporvizor Product Control Unit Supervisor Product Contra] Unit Super -riser NOA N '-020�- -o.21 '.�3 INOA, No� 21-0205.03 INO. 21-0205.03 r_ IZ C.I. lExpirationlYntei ApA114,2016 -211A, Expiration Role- April 14,2026 Approval Date-. March,25, 2921 Expimtioa])aret Aprill.4-2026 Approval 11itei 'Alarch 2-5, Expiration Date: April 14,24-16 ApprovalDste, March Z-5,2021 = `�7 Approval Date, Marek 20!1 2110211 Page I E -1 E -2,, 1 -3 CL) E �: E PGTIadustries,Lic. CGI Mindows and Doors, Inc. PGT Industries, Inc. NOTICE OF AC CEPT-ANCE: EVIDENCE SUBIMTTIED NOTICE OF ACCT.PTAN-CE: EVIDENCE SUB_X11TT1,D NOTICE OF ACCEPTANTICIE: EV]DENCE SUBAHYTED 2. E-vidence Submitted under preivions submittal E. MATERIL4,L CEP-TIFliC-kTIO',-N.S(contin-a*) 3. New Eiridence Submitted 5. Quanex Part SuM Simcer -Standard complying with ASIM C5181hermal Conductivity A. DRA'"TINGS 0- 9 8 1 BTU -in.1 hr. -f F-T, A STIM F l249'WN-1R­Pass, ASTM, D3 985 Oxygen -Pas& AS-W E A. DRAAA7MGS 1. Drawing No- MD-5570.0 RevB, titled"Vinyl Sliding Glass Door NOA W'� sheets 2190 LG_ Durability -No Fog -Pass. (Sub7trifted tinder prMons JY,0_4.N-o. IM409.05) 1. Drawing No. AID-5570.0 Rev B, tffled --Vinyl Shding.Glass DoorNOA (L-M)-- sheets 1 1 through 21 of 21- , prepared by manufact—uru dated I 0-D5/1 5 and last revised on fluough 21 af2l, prepared by nmufacturer, dated 10,05A 5 and last rmused on 02,101i 121- M2120, signed and sealed by A- Lynn Miller, P_E_ 6. Quanex Part D=seal complying wdh ASTM C518, 7-hermal Conductivity 2 _71 BTU-ml signed -and seaked by A Lynn Nfiller, RE. hr 4F-F, kSTM F 1249 WVTR-P=-, ASIM D 1434 Argon Petmeawe-Pas&, -A SIM E Note- This rev-L w-n cons , istsreplacemmt of same existing =a1lation screw withflat head- B. MIS 2189 LG_ , Durability -No Fog.. ASTM E 546 Dew Point Developnrat -20PF in 48 birs- 1. Test reports ow. 1) Air luffitrationTest, per FBC, TAS 202M (St &jYj i*d under A10.41Vo. 15-0469.0). 2) Uniforra StaficAirPresmur Test, Loadffigper FBC_ TAS M-94 7- Vision Extrusions- Ltd. Parts conVlying with PVC-AAMA 303-13, Vokintary Specification. B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Cblmde (PVC) Exterior PiDMes for Vision Extaisions, Ltd.-VEX-1 by 1. None- 4) Large Missfle Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Prdde Certifif;ation. PrograhL ('9nbotwed under AW 42V& 15 5) Cyclic Vilmd Piessure Loading per FBC, TAS 2103-94 0409. #�) C. CALCULATIONS along with marked -up drawings and ina,,dlation diagram ofall PGT Endustries, Inc. 8- Vision Eanwbns� with PVC -,AA1VLk 3-031-13 LI& Parts co L None- representative units listed below and tested to qualify Dowsfi 791 and Dowsil 983 sfficones, fSubnrftted under NOA No. 15-040-0. 95) D, A &STUTFLUNCE CD prep=d by Fenesmion Testing Laboratmy, Inc., Test Reports No-- 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior QUALITY FTL-7897, PGT PW, 5520 PVC Fixed Window (unit 6 in proposg), dated 09/03� 14 Proffles for Vision Extnisicn& Ltd--VEX-1 by AAMA Fenestration Extenor Profile L Mani -Dade Dqwtment of Regulatory and Economic Resowres (RER), U) FTL-20-2107.1,P,GT SGD780 Alumirram Sliding Glass Door (unit 7 in proposal) FIL-20- Cifftification'Prograim 2107.2, PGT CA740 AlunL Outswing Casement Window (wiit S in proposal) FTL-20- 10- Notice of Acceptance No. 19-1217.14,ism" to Ener-gi Fenestration Solation- USA- Inc. for E. ALITERLAL CERTMCATIONS, 21073, PGT V977620A. Alumin= Fixed Window (unit 9 in pwpos4 and FTL-20-27107A, their 'Tan 3041D. & light shade (non -while) 1%1&e Rigid P`VC Exterior Y_Xtrusions for L Notice ofkcceptance No. M0305.02 issued toKurm-ay America, lue. fortheir > PGT PW`7620A Alu;mmum. Fixed Window (unit 10 in proposal) dated 07/13,020- all signed Window& and Doors'". expiring on 02/04M. "'TrogffeW, Ultraclear, Ckar, and Color PVB Glass lnterlayere'� expiriug, on 07mr-14- W 0 and scaled by Idalmis Ortega� P_E_ 11- Notice of Acceptance No- 18-0122.02 issued to EnergiFenestration Solution, USA, Inc, for 12. Notice of Acceptance No. 17-080&02 issued taKuraray America, Inc. fortheir their sems -ITUdite Rigid PVC Exterior Eib.,usiousfor Windowsand Doors7, expii* on "Sen"-Glast (Clear and. Vklaite) G, Liss Intertayvis:7. oor�ng an 07/041223- > C. CALCULATIONS 1. - 02PM243. 3- Notice. of AccWaace No. 18-1106.10 issued to Vision"awtsions Limited for ffitir'Srown 0 CDL < Anchor verification calculations and structural analysis. comp] yin g with FBC 7* 1-1 Notice of Accept2nce No-.20-0203.03 issued to Eaergi Fenesiration Sobition, USA, Inc- for Coated (Painted or Laminated) NN'bite Rigid PVC Exterior Extrusions for Windows, Edition (2020)� dated M.1120,� prepared by manufacturff- signed and sealed by their -Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors7'. expiring on 0930124� 4­0 AnthonyLynnNliller, RE. Windows and Doors'- expiring on, 04/116,125- -4-. Notice: ofAcceptance, No- 19-1106-11 isswid to Vision Extrwions Limited for their senes Glazinicomphes with XST-M E1300-04,-89.42 and -16. "VE 1000 Tan 202 and lighter shades (Non-WIfte) Rigid Celidar PVC F_xtellior D. QVI ALITYASSITILMNCE F. STATENJEEINTS Extrusimi forWindaws and Doors-, ff4nmg on 12129;21. 0 Mamt-Dade Department of Regulatory and Economc Resources tTkER). 1. Statement letter of conformance to YBC 711 Edition (2,0201, dated 042220.- iss;ucd by manuftcturer, signed and scaled by -Anthony Lynn Miller, P_F_ F� STATEIkEENTS E. MATERLAL CERMCATIONS, 2. Statement letter of no financial interest and of independent,, Lssued by, manufacturer, dated L Statement letter of confarmanCt to YBC 76h Edition (N-70), dated issued by (D) I Notice of Acceptance No. 1"2UP-5.02 issued to Kuraray America, Inc. for Their 04/1 8f20, sign� and sealed by ArtthcW L, ynn Wler, PE.. manufacturer, signed and sealed by -Anthony Lynn � P�E_ Miller W "Trasifolt, UttracLear. Clear, and Color P`VB Glass lnterlayer.�". expii 3, Private Labeling Agreement doctm=t between PGT, dated 033(05 and signed by all 2- Prime Labeling Agreetnent dated 03.0&21 between. PGT Industries, Inc, and CGI 97/091224- involved partim Windou's and Doors Inc-, signed by Dean Ni Ruark, �,F_ V.P. Engineering, on behalf of 2- Notice of AcMtancr No. 17-0808A2 issued to Kuraray America, Inc. for their "SentqGlast bothcompanies- (C IM andWbte) GLi ss lnterlayev�% e*tg on 07104;23. G. OTHERS 3. Notice of Acceptance No. 19-1106.10 issued to Visim Extrusions Limited for their "Brown 'k1,Ue L This NOA. revises N0A# 17-04 A1�06 (PVT WCGI) and updates to FBC2020 (71k Edition), G. OTHERS Coated (Painted or Laminave4) Rigid PVC'Exterior Extrusions expiring 040-1i21- 1- ThisNOArevises & renews TN7QU 20-0429.05 (PLA-w/CGI), expiring 0414t2& for W, mdows and Deors�'_ exq � pirfiT on 0950;1274� I RERTest proposals #19-11-55-14dated 011100-0 approved bylshaql. Cband2,P_E, expiring 1 The cutrrent associated PLA. CGI file #21-42K 01- ex piriug,0411+26 4. Notice of Acceptance No. 18-1106.11 issued to Vision Eximsims Limited fortheir 04A4/21- series "VE 1000 Tan 202 and lighter shades (Non-Whice) R*W Celulw PVC L Z4,tn_�, W Exterior Extrusions forWindows and Doore". ff4*ing on 11,29,2L L*Aq L Chazda, PX, Ishaq L Ch a4a. . a � Z Islaq I ChandA, P�E. Produtt Control Unk Supenisor Product Coutrvl Unit Supervisor Z Product Control Unit Sup�-rri��er IN-0A. NT'o. 21-0105.03 IWAIN-o. U-0206,431 NOA ND. 21-0 2 0 ��03 Expiratiou Date. April 14,2016 Expira tion Dqo-- A.pril 14. 1026 Expiration Dato : April 14,2026 Appvoral Da te-Marck 25,N21 Ap I Arth 25% '021 proval Ratel M CL Approval Nto- lfarek 2-45, 1.021 E -S 1E -6 SHEET NO, August 10, 2022 I PA 11 N U) O U MIAMi'a+4DE MIAMI-DADS COMITY PRODUCT N CL (DCL p O CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC CU -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 _�_ BOARD AND CODE ADMINISTRATION DIVISION lvliami, Florida 33175-2474 T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED a-•' (1) C v - Co NOTICE OF ACCEPTANCE (NOA) wm�.miamidade.gov/economv 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-4605.04 3. EVIDEN+CE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 � (D U a C O 0 .L N Cast -Crete USA, Li C 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRANGS C O- qO Seffaaer, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details `; sheet 1 of 1, 1. DrawingNo. ,�D4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. DrawingNa D4612 titled "Precast and Prestressed Lintel Details" sheet 1 o f LO 0 ' — prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 2003 and Drawing No. 1, prepared by Craig Parrino, P. E , dated March 24, g 7 " 1, dated 031 4103 and Drawing No. LT4612, titled Cast -Crete 4 ', 6 & 12 " O L� Cl) O > SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe .Load Tables'; sheets 1 through 3 of 3, prepared by „ ,. LT461Z titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all . — � O O L i✓ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28. 2003 both March 24 2003 last through 3 of3, prepared by Craig Parrino, P.E., dated Mar , prepared, signed and sealed by Craig Parrino, P E, on 08119114. t/) cn CD - •— O C6 The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E.� revision dated March 11, 200$, all signed and sealed by Craig Parrino, P.E., ore M --� Q. F,... � � Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS � . (AHJ). 1. Test report on flexural testing on 4" 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Lintels, dated pages 14.201 through 14.23d, this product or material tested for quality assurance purposes. If this product or material fails to perform in the p P P . sealed b Christopher A. ITamon, AE, Y p C. CALCULATIONS Craig Parrino, id sealed b Orrin prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. manner,mediately revoke, acceptedp g y �R.ER 1. None. modify,orthe use of such product or material within their jurisdiction. reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207pages, prepm ed by Craig D. QUALITY ASSURANCE D 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER}. fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. fairs. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintelv, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino; P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None DESCRIPTION: ( Cast -Crete) 4", 611 & 12" high Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: DrawingNo. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" prepared y g g 2002. 1. Letter from Cast -Crete Cor oration, dated February 03, 2012 signed and sealed .�" F rY gn Parrino, P.E., certifyingcom fiance with the Florida Building Code, 2014 Edition. F� g Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual, or Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida wilding Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E,, on January 22, 2019, all 'bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 0-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet I of 1, A. DRAWINGS LABELING: Each lintel shall hear a permanent label with the manufacturer`s name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4" 6" & 12" Lintel Sae Load Tables', sheets I through 3 0 3, prepared b f g f p p �' 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March ll, 2008. B. TESTS. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . 1None. 1. Nine. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1 None.D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal ofNOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL, CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D, QUALITY ASSURANCE 1. 13y MiamiDade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Vice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1, None. Crete USA, Inc., dated 0$10$117, signed & .sealed by Craig Parrino, P.E. CNJ This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages -1, E-2, E-3, E-4 and f; E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Iielmy A. Maker, P.E., M.S. etmy A. M ar, P.E., M.S. ehny A. Maker, P.E., M.S. eliny A. Makar, P.E., M.S. v NOA No. 20-0630.15 Pro uct Control Section Supervisor NOA No. 20-0630.15 Fro net Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 C Q - z,, =CM MiAMMADE ODUNTY Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Expiration Date: 09/11/2023 y �, C oa j Approval Date: 08/20/2020 I Approval Date: 08/20/2020 Approval Date: 08/20/020 Approval Date: 08/20/2020 '? Pagel E-1 E-2 E-3 a� =' ° CUCL.=v � 3 � Q= Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9, NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. Nolte. L None. B. TESTS B. TESTS 1. None. 1. None. L C. CALCULATIONS C. CALCULATIONS 1. None. L None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of `Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. Norte. L None. (� F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the ,Florida Building Code, 2017 Edition, issued by 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. _ 8. EVIDENCE UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code; 2020 Edition„ issued by Cast- ICUA. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of CL 1, prepared by Cram Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 O through 3 of'3, prepared by Craig Parrino, P.E., doted March 24, 2003, last �_ -� revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E, on U January 22, 2019. B. TESTS 0 L None. C. CALCULATIONS 1. None, Cf) D. QUALITY ASSURANCE M 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). U 00 E. MATERIAL, CERTIFICATIONS =:3 Q 1. None. O_ F. OTHER 1. Article of Conversion for a name change. 0 L C41elwy A. Makar, P.E., M.S. -,. Helmy & Maakar, P.E., NLS. Q Product Control Section Supervisor Product Control Section Supervisor z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09111/2023 Q Approval Bate: 08/20/2020 Approval Dame: 48/20/2020 J E-4 E-5 t1 SHEET NO. August 10, 2022 PA 1.5 .l ill @.-.. -1, �� I Fl. I T I -7T I - - - - MDEIC='AIJ,U&UQN-RgEQKXBD-IQA72= 2 fRODUC LEY&LU'k 3 /Tio ECO imc \ 1 TILLIT TESTING & ENGINEERING COMPANY 2.2. TEST -REPORTS: 6- MATERIAL CHARACTERIST CS ANID I , -, PECIFICATIONS. WAT,TER A. TTLLFr, JR., PA. -.---I,--- bitec LCO Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on I M� ""67 FLF1 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing IT C., L�,­ 1Q,. 00067 1 Y as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, PRODUCT VALUATION REPORT 996-T30 dated OW20/1996, all three signed and sealed by Hector M. Medina, P.E_ Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E, and Report No. 7.11MITATIONS AND CONDITIM OF USE; REPORT NO.: 20-0720.01 0219,01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes Nm 1, 8 thru 14, indicated DATE: July 28,2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), .drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by TilteNco, Inc. and signed and sealed by Walter A. Tillit, Jr,, P.E, PF40DUCT SUS­CAT94l2iORY:, Storm Panels , "�$TR,UCTURAL ENGINEERING CALCULAIQNS: 7.2, Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on sedon 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as wall as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection F-radmanAir -,,, 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. 61 Street dated 11/03108 and 03112/15, Signed and sealed by Walter A. Tillit, Jr. I R E. Davie, Flodda33314 1. PURPOSE OF EVALUAITION; 3. MISSILE IMPACT RESISTANCE-. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tillit, Jr�, P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilletco, Inc, (Florida CA-000671 9). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61G20-3, Method 1D of theFlorlda Departmontof Business and 4. WIND LOADS RP-SISTANCE; 'oI101101141R, 0' ?,A T14 4 `4 go, C� : /'^'to Professional Regulation. - ___ 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind I . . ... ..... N ,�" I , ,A Vl I,,-, i �t ". - - " A j ee, - - .. �p %� . I " .1. .1 This product is being issued an Evaluation Report as described herein, and ties pressures. Maximvm panel length shall be as indicated on sheets 8, 10, 14, 15, ­—, .,-. � I been verified for compliance in accordance with the 2020 Seventh Edition of the 16,19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Anchor .1 - - ­lE , I = - , ... * Florida Building Code, and to verify that the product Is fat the purpose Intended Maximum Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14, 15, 1 7, 18, 19. 20 26 11 " , I &P _. STATE OF I at least equivalent to that required by the Code. and 26 of 26, of Product Evaluation Document (RE, 0.), I I - ", i - , , ...­fZ This Product Evaluation drawing No. 20-176, /, R1 "" � ."Aliti' I .... 4*"' Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions I 5-MJAUATEM 1101111 T'0 Installation shall be performed strictly in accordance with details indicated on WATU 2. EVIDENCE SUBMITTED: sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document D�J TILTECO ADMON RECORDS � P. E. REPORT.20 � G 1-08AI, PROTECTION P ROD LC TS, LLC � 20 GAGE 2.1. PRODUCT EVALUATIONLOOCUMF,NJ_(P.E.D.l. (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as GAI-VANIZ0 STEEL sFORM PANEU DRM * M176 � REPORT # 20-0728,D1 - Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANE121, Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets I thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P. E.; dated 07/2812020. This drawing Is an integral part oi� TIS I 14JI", ,%%kitiflillish", Evaluation Report. � %Ptolil 11 NY, ,�,�R A. rQ)�;N,�', "N" �k �, TJ44 IN, 4% �x �. I �, /P I51* V, 'I - -, I - EN , '. V- �, � - - * 1_11��c .... .. 11-1 - Se .,X - ' .", - ,/ ,' ,'i'��, \r,E:N,g " :P vs. ,�'::�� . ",,, ;61 'I - , --, __ <_ - .. i�� ��____ __ __ ... 1:1� - �7 --f-­­--NO,44167 ", It __ - - ' ,_ :7:-7-1!-!71-��.-44167 " S - ---:--- , S 11 , =*- I = r , _� * E , , I ; '7'�' - " "---.-.. _7 4ft-d * " * = . I = , , , , � -r, ,� - - - . Z '. __ -11 sl;�"- _­Cj� - / = - / __ _q!� STATE OF �-`Oq�_-j .W I . � k, S �C,.',."`4oplDll, *'�t�� 'I-O." " 1k, ,*,, ,3' ­6� -, 1 \�z 'Sf 0��. � - � `7 0 R I ID ".. -,' � -", e's, � ,�p ,,,-' ... ...... �k" .,o `6 6355 NX 36th Street, Suite 305, Miami, Florida 13166 - Phone: (303) 871-1530 - � 4' 4041 'VONAI-t 0" """'thlUtIli0to I(HiMmil, I GENW& NOTES- 6 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOU140 ON THC I ON IQ FOR 2Q COFONG WALL ANCHORS SHALL BE LONC ENCOGII TO 4LACH THE MA. STRUCTURE 81341NO SUCH PANELS. , STORM PANEL SHOWN ON INIS PRODUCT EVALUATION DOCUMENT (Pr,O.) HAS BEEN VER,ln FOR COMPIJANCIE IN MCNORACE SHALL RE AS MENTIONED IN 84') AND IN S2). ACCORDANCE WITH THE 2020 (71A EDITION) OF THE FLORIDA BUILDING. COX, tc) P-EWOU k, i IV, C� ON LOC DESIGN WIND LOADS SMALL BE DETERMINED A$ PER SECTION 4620 OF THE MOVE MEMTKINNED Coor, ,� ,INC FOR A WIND SPEED AS RMPREO By T141 4URISDICTION WHERE THESE SHUTTERS WILL or INSTALLED AND - #14-10 PANIELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, 01S MANUFACTURED OT EJOC CONSTRUCTION PRODUCTS FOR A DIREMONALITY FACTOR KOI-0.8.1. USINC ASCE 7-16 AND SHAILL NOT EXCEED THE MAXIMUM (A.$c,) - 1/4-# LAS WTREWS PER N D.S. DESIGN PRESSURE RAITNOS INDICATED ON SHEETS 7 THRU 12, It, 15, 18, 70 & 2D, - 7/16'4 - 5/6' WOOD 6USHRIC� AS OtS7141SLITCD 13Y AU. POINT SCREW, SOLT & 141XWrY Co. IN ORDER TO VERITY TPE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 r 1) MINIMUM THREADED PENETRATION WIC WOOD Of 7AP`CON ANCHORS SHALL W 1 1/2- AND 2- FOR RCO PANOLMATE PLUS SHALL BE FIRST REPLICED ID A,SD OESIGN MOND LEADS BY MULTIPLY010 THEM BY 0,15 IN ORDER To AND PANELIMLE FEMALE to. COMPARE THESE W/ WX, IASD) DESION PRESSURE PATAIGS INDICATED ON SHEETS I TUTU 17, 14, 15, t6, ISO & 20 10 ORDER, TO V�_FIFY TRAT ANCHORS ON THIS PLO AS TESTED WERE NOT UORP STRESSED. A ,13% 44CRME Al ALLOW t2) MONNUM TFIREAVED PENETRATION or L64 SCREW. INTO THE WOOD FRAME UNR SHALL BE 1 1/2-. NO THREADED ABLE PDsZrRATNtN INTO STUCCO SHAu. at CONSIDERED AS PART OF 114E AMIRIED THREADED PENETRATION STRIES5 FOR WIND LOADS WAS HM USED ON THEIR ANALYSIS. IIASTENERS SPACINCt TO WOW OAS BEEN DETERMINED ON ACCORDANCE WITH H.11S 201& C �) MINIM1,14 FORT DISTANCE OF LAG SCREW$, INTO WOOD SHAI BE AS INDICATED IN ,THIS ORMIANO STORM PMEL'S ADEGUACY FOR IMPACT AND WIND RESISTANCE W,S BEEN VERTAW IN ACCORDANCE WITH SECTION 1626 OF THE ANDIS MENTIONED CODE AS PER HURRICANE ENGINEERINC A TESTIHO INC. REPORTS 96-569. SEV-570 fil 96-T30 AND C-4) MINIMUM PENETRATION Of WOOD BUSHING SHALL BE 5/EI' 1/4* 0-20 SMINS USED SHALL BE i i/2- LONC MINIMUM FENESTRATION TESTM LAB WC., 00"TS 12032 & 02126 , AS PROTOCOLS TAS-201, TAS-2112 AND TAS-203 SHUL,O STO'CO C*ST� A90 I' MINIMUM FOR WALL$ WITH NO STUCCO - AS WELL AS AMERICAN JEST LAB Or SOUTH FLORIDA REPORT 002 7 9.07-09, AS PER LAS 201, US 207 AND TAS 202- STANDARDS. C- 5) 44 CASE THAT PRECAST STDNE� OR PRECAST CONCRETE PANELS, STUCCO DR WOOD BOARDS BE FOUND ON THE EMSTINC, 2 ALL AkUM3NUM EXTRUSIONS To BE 6061-T6 ALLOY AND TEMPER. (UNLESS OTHERvOISE NOTED) SEE SHEET 2 WALL, AHC*ORS SHALL BE LONC ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS ANCtiORAGE SIALL BE AS MENO ONED IN C_ 1) C 2) 69 C t) I ALL ALUMINUM SHM METAL USED A' CLOSURES SHALL HAVE 3105-H14 &LOY. (0) ANCHORS SHALL BE WISTAUED FOLLaWINC ALL OF THE RECOMMOIDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MAXI)FACTLIRER� 4 ALL SIM SHEET METAL PANELS SHALL HAVE SUCTURAL QUALITY STEEL ASM A-653 DRABS 50 MINIMUM. D-60 GALVANIZED STEEL CESIONATION W/FY- $65 ,PII (AFTER ROLLED). 8 PANELS WAY ALSO BE NSTAI"D HORIZONTALLY fOLLOWONG INSTALLATION DETAILS SHOWN ON SECION 3 THROuGH 10 (SHEETS 4 THROUGH 6) EXCEPT �,t KEAoCm(M&Q SHALL NOT BE USED 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 3113 AISI SEROE_� OR CORROSION RESISTANT COAM CARBON STEEL AS PER UN 50018 W/ 54 kll MUD STRENGTH AND 90 III, TENSILE STRENGTH & SHALI COMPLY W/ FLORIDA UUILDOING CODE 9 It SHALL BE THE RESPONSIBILITY OF DOE COHIRACIOA 10 VERITY THE SOUNDNESS OF THE: STIALY,TURE WHERE SHUT" IS TO BE 110 SECIPON, 2-!IA.3A ATTACHED TO tNSILRE PROPER ANCkORArr_ THIS SHUTTER SHALL MY BE ATTACHED COROCRETE, BLOCK OR WOOD FRAME OUILD.GS. 6 BOLTS TO IN ASUA A-307 O&VANIZED STEEL, OR AISI 30* SERIES STAINLESS STEEL- WITH X ki, MINIMUM YIELD SIREW.I. to. Z" 0-9GOLAR' STORM PANEL 1,01b LENGTHS OVER W-8 THROUGH IT-+% 4 PER SECTIONS 0, a. 9 & 10 ANC ALTERMTNES EW, � ANCI KIRS TO WALL SHAII BE AS MlLiOOIS' SW 4: I OW ON SHMS 7, 6 & 12 RESPECTWELY, SHAA HANIE A LEGIBLE 40 RCADNILY VISIBLE MARKING ONSTRUK�`DNG OWNER OR TENAN" TO SECURE RMILLS W44 APPI14CABLt REINFORCEMENT DUFWNU PERIODS OF HURRICANE WARNINO (A) JQJQV%1W_RQ1AT__QMMr, It IRE INSTALLATION CCNTFACTOOR IS to SEAL/CAULK ALL SHUMeft COMPONENT EOSES WHOCH REMMN IN CONTINUOUS CONTACT Wit, -, 1/4'0 TAPCON ANCHORS AS MANUF ACTURED 0� I r W BVILDEX. INC IRE,, I' -al 92 c.S.) THE BQIL044T TO PRIVQNOT WRIOI/Rkti INTRUSION. - /4' 0 . lit' tkg-04 ANCHORS, AS WANI)FACTUREV BY QOWALT ONC. (Nten� I't-30W JL-) - 1/4'0 ll 3/4* SQUO-SV AW-04CORS, AS DISTRIBUTED By ALL POINT SCREW, EDO A, SPECLA4,1Y CO, 12 STORM PANEL ;NSTALLAI)ON SMALL COMPLY WMI SPECS INDICATED TOO THIS DRAWING PLUS ANY SWILDINC ADD ZONINC RE(AAAMNS INA, ('C�3000 ROO,L) PROVIDED BY THE ,WRISOCRON WHERE FTAWIT 15 APPLIED TO - 014-10 FAROMPTE FEMALE 9) III PANFIMASE PLUS ANCNOM AS MANUFACTURED 13Y ELCQ CONSTRUCTION PRODUCTS I 5 (0) THIS PRODUM VALUATION DOCUMENT (PE D�) PRE�AFIED 81 THIS ENGINEER IS OENCRIC AND DOES NOT PR"OL INFORMATION V_mw iWN P-I) - If4*0 Cr TAP-CR40 ANCHIDIM AS MANUFACTURED By 1ROU-IIAST CORPORATION (I't-U00 p&i) FOR A SIM SPITC4FIC PROJECT, I .. WHERE THE SITE CONDITIONS DEWTEE FROM TRE P CD (I,) CONTRACTOR To BE FROSPONSJOLIE FOR THE Y.LECTION. PURCHASE AND ittSIAIIATION 04CLMMG LIFE SAFM Or THIS PRODUCT &I) MINIMUM -�USETMENI Or TAPtCON Mh��MRS INTO POURED CONCRETE SlikL BE 1 3/*"� 2' FOR PANEIMAIE IEMALE aA5JED ON THIS PED. PAWDED HE�/SITE DOES NO1 DEVIATE MCOM THE CONDITIONS DETAILED ON THIS DOCUMENT 10 AND PANIEVATEE PLUS AND I 1/4- MR CF TAP -MP ANC40FS, CONSTRLCRON SW.7Y A' SITE IS THE CONTRACTOR'S RESPONSIBILITY A2) CALX-IN A, SOUID-SO ANCHORS SHALL HE EMBEDDED 7/8* INTO THE POURED CONCRETE NO CMSEOAENI INTO (e) -114G PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAIM IF MOORIED, STUCCO SHALL BE PERMITTED 1/4' ­20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EYJST� HD I' MAINIUM FOR WAU.S WITH NO STUCCO. AND MAY BE HEADED SMM OR A�l THREADED SCREITS W/o 14W to) SITE SPECPTC PRQ,F-CTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH wlws Nuts ENOINEER OF RECORD (E.0,P) FOR THE PROJECT AND WHO WILL M RESPONE49LE FOR THE PROPER USE 0; THE RE M ENGINEER OF RECORD, ACTING AS A OELEWED ENO.W01 To W_ A 3! IN CASE `IAA� PRECAST 5TONF PRECAST CONCRETE PANELS. PAVM STUCCO OR WOW BOARDS BE FOUND OH TILT P.Ec ENCINEER, SHALI SUBMIT TO THIS LATTER THE SITE SPECIFIC MOAr,15 FOR REVIEW EXIVIN5 WALL 09 FLOOR- A.WkOkS SHALL BE LONG tNOUDH TO REACH THE MAIN STRUCTURE B&IND SUCH PAO AICAORAGE SHALL BE AS MENTIONED IN A,I) AND IN A2). te) THIS P,70. SHALL BEAR IRE DATE AND ORKiNAL SEPL AND S,CNATUEE OF ONE PROFFESWOUIL EN41REER tV RECORD tW PREPARED IT (8) TO QUHNII OUNCREa &CQL_WA1_OISQ1_9�M - 0 TAPOON ANCHORS J45 MANU ACIURED 9� J. T W ak)ILM, INC It S�UTTTR MANUFACTURM'S LABEL SHAU BE LOCATED ON A READILY 'ASWE LOCATION AT STORM , F �/4 PANEL SHUTTER 64 ACCORDANCE VAT14 SECTION 1709.9.3 OF FLORIDA BUILDING CODE- ONE LABEL - /4 . � 7/67 CALY.-W ANCHORS. AS UJINUrAMFIED BY DEWALT fftt� (ANN, f*­1500 p�a,� SHALL BE PLACED FOR EVERY OPENONG� LABELING TO COUPI_`O WITH SECTION t?09.92 OF THE - 114*0 X 3/4" SCUD�-SEI ANCHORS AS OL-IR18UM BY ALL POINT SCREW4 SOL! * SPECIALTY CID FLORIDA aUR-00,14 CODE, (MIN f'-I= c.j) - #14-0 AOkNEI.MA,TF FEMALE 10 AND PANLIUATE PLUS ANOOOKS, AS MANUFACTURED EY CLOCC, CONSI,,OUCTION 1 TRES, OPA"a SNAU ONLY BE USED TO I I ,.PERONTS IN THE HA 01 FLORIDA I o"auCI% (MIN r­zwi p,.-,) �%%Ij DIUMNip,4, ,1_ - 114� 4 CF T-Ar-C." ANCHORS, AS MANUFACTURED BY IRU-FAST CORPORATION , 11</ �� � ., 1-1, " -C .0NN .. 1.1, FLORIDA BUILDING CODE (14�ah Votoelty It- no Zone) BA WIRMIM EMBEDMENT, OF TAPCONO AhC"OR% ELM PANELMATES AND Cr TAP 4W ANCHOR, INTO 114f C4 , I ____1 I _11__.__11 ­­_1110­1. OL.TCY UNIT SHALL RE 4 I/e, I - __ - l`=0 "TICc IK 20 GAGE IIALY f .' -,- lt No. 4 157 . r. 9,2) 0"-fh & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO I.1 CONCRETE BLOCIN UNIT. NO EM t a — ;"_� INTO 5TCOC-,0 5RIALJ_ BE PERMITTED 1/4* ­20 SCREOW1 USED SHALL 13E 1, 1/2- WhIC MINIMUM SHCUt3 QCCO ON PRODUCTS, U.C. ""' I - FOIST, AND I � MINIMUM FOR WALLS WITH NO STUCCO S-0 , <Z� �_�__ \ GLOBAL PROTECT! we IL ECO,wc, � STA OF � / 11 7. §Z_ir____,_­ - ,,`W. 51 `Po,F` .. - I-- -_- " NWIF� 'L. =,- .. OR 011, '. ff-,,� pa-maxr- PHONE, VII!Ott rbd� TAX: Ol.)ioO;­o'. 20-176 'O" .. _._;� , '. " (.04- - t:l*I­V­�� I `411111111TA. 1�11100­___ Ok-OW67 " !�-! — _,� I - I TOLLIT _2�1. 1 ,AL, A. .. P,E - %RoT I ,Ir za I I - I I . 11 . IN31ALLABON DETAILS FOR REgULAR PANEL5y"I & a I INTO EXIIiIING POURED CONCRETE 12R CONCRETE BLOCK STRUCTURU CONCRETE ANDIORS (SEE ON CO."Im ANCHORS - * ""O'c" 9) - M 1"""A` ON &A I= WREM6' \WM CONCRM ANC-100o SHISETS81HOMMOR.A.—E., . C.Oarlm ANCHORS __�� - 3� - I EX . (SEE SCIIEDUO1 M--:-- ri V_* , I ,,, (SEE SC-WLU ON q 4 -1 �� __U4 -, /9 I _� , _�� =MR="- - I. I � P,,A` — TO _7_�A , , -1 I 1 SHEETS a THOKOAP, 9) . — M_­_ I " � . , �, I I I \ - r1A1fi____r1 0- -U , 7" MOOL!- --� I -1 � . . ,/2 � __1 ."It, �X , I __..CAy-.­ - -I- I I E Z ::-:� "V; Y ve, R." _J i/4' I I I �" . - I ,V �� � I - 41 __ c __ N! I i � -,z — -1 - - i i _1AI_1_ -_ - - ------J � i O ----4 : . I IR =�D� IEZ, I � I i i 11 1� I I �, - - I - 1 2 1 ­ S 1 E# I -,�, � EXISTING POURED I RMIKO � - Ol"` "I � !ff- � ,., " :, -�S�,� - I < D3 CONCRETE REOUIRE.,� i I . I - . I ­4��,��,,, , i I , I I I j � i , , , 1 **v - I - I a N �iOl 4 O;i" �4 I I "'V I , � T_,i,�-, ; - ,*,,,-�J ­,,�,�,X� , I I !, I * , , " � ,% . . , I ��11�1,1 1111'�14 f I I - __ I . Evol, 15'UtI, 0 9 ��� 1 LOV, SW 0 O,, I Lopme . I i . ./r cc ,� Vr ct, � _(D 9 _II*WW,�%MTJPI I i I -, � i To i sa .4py 1 ­1l - -10 - , J -. 1 0) I I I V — ; i wm- � 1­� .. -or— I Ia, .ftw,o, " I. MN 7=,-, . ,to I (D I 'AR, i I i =�l �, " il� � -11 ! ) .��,,� -- - - ­11— — roA MASS, I , I , � ____ ____ I - %COk__I I �, 9 i i I I I � I .—I �- , , - - 11 I - - 1�11 11 I, � 1 g i I . I � i I I , - � I i � —a) i 9 I I i ; I I I i I 11 I : i I I I 6 I I d � i I x �� _,;j/. I I W I _ 7/— 1 1 1 - .9 ; I I ��/ d I � \,-� ,� - -4v*.' �111 I - J 11 i i ! I L_ _,-w, III: A r i ­ I I . ; mm:. 1 !a �,. 1 r=0 � 11, I - -1 -?=- gg - - ' � I 1�_ I ; � 1 ,2 'Ir 0. Exams Rtimm ED - 1 �2 1/2* .t ;' OUSTING POURED � ED `��_ 4D J AO -, � �-/ -1 4M/3� 4 1 r - 1 CONCRETE OR i `� � EXISTING POURED - . - OO,`K -_ � 7 - I A -, ", ill CONCRETE I CONCRET'P MOCK -, .. ­_­ ­ CONCRETE BLOCK _rY I Co. = a . ­-1-1-1- -_ I CONCIOET ON �, I ;_` ,I — - .1 � � KOUIRED �" 1. I 112* Mc H E " I 12 ___ - __ . , . .1 REQUIRED. ­­,; �� ! - _* REOUIRED. I- I �1� '/2- _� ­7 77�,� � ` I`T-7�� i�- ; I'll.' ,�� �_ I __ I 1 [4 � `�,� , _77 _�r 7 I � ,,_� sf _�'11 __ - _____A Exarm POURED � , �" M"I ' � " ____, - , "' -W' .. CONCRETE M ,---- —, �� , � - 1 �% I - y " . --WA�- _�, - __ g , - , - mn _L� � RECOURED. - - ��, ...., ...... CoNCRM ANCHORS �� �,`, ANCHORS I ON MOWS : -i&4_1 � , - , V" g 001� -, . Jlftntm t", , , STAGGENED ./ snXt 1# - . T - (`SWaCRSM00_. no"w _1 ,` M_ - , (SW SCIIEDLIOE ON-_ � , �v ." . "I SHEETS 9 INIRDURH 0) -1-1 (SEE SCHEDULE ON 1, &,WS a ftw.*� 0) MEM 5 THRIXI-0 9) s,EM a THRODUCH 9� - ... WALL OUNTING woTING KING ALTERNATt HVILD OUT MOUNTING SEGIIION I Alil -4 I; MMON-3 SCALE 3/8-i' W�/,& CPU 3/9-1* W `W/-, - 11 - � I- � ­ I—— -T--- --------' I . I I I a LD. - EDGE DISTANCE I (SEE SCHEDULE ON 11 % M". ­01 JR SHEETS a & 9) r- - 1 I I.- �— 9 , - i . 1 - VIVIF I NOTE FUR COMBIN&TiDN___QE_,-LC_t=; . : DOER, SIM 0 1 1 1 I�nI, I I, ,,, .,, :, g ""tIlkNIIHOO, TOP & BOTTOM MOUNTINICS CAN BE ! WAY TO k��tfk A. �t4119;11w. COMBINED IN ANY SUIT AW ,II;k & INSTALLATION. ,� ! !J -.-,. _. _ . ...... . ". �A I , 1._. *-. �'L ,4� � ��_ " �, , .. ,�� , "I � - I �'­ zf \A;tN& ��'� � "I' I'll ­­ � -1 " e, ". S I jt . EXISINIV POURED - 11 . FLORIDA BUILDING CODE (Nigh Velocfty HIM cone Zone)ll �. CONCRETE , ,-:, 3/4-1- " ', * : i - 44167 t I P"M ItTEM WK. ,.P� REDUARED. � ____1:_O­__ ___ __ f : * , ZD GAGE GALVANIZED STEEL STORM PANEL � . CIE =HOAS I - , � S balle, W, , - 15. 1$`C=W40U ON - * "" - I -8 ECK) 0"" TA - . I ----" SHMIS rmr- .) i I TE _�_ '------ GLOBAL PROTECTION PRODUM. U.C. ""Wr ­ 1-11 / TIL-TE—C —0... \ -1 \�_`__"�,,z/'11'11 ClElUt4Q AND MOUNTING ORIO .11, "M Sw� SO sow ­.-� ITTILLIT Tfstmo & QNAE� n mt =­_=�Cor= MAE, O`&4)RW­r.4"`1 1AI`, '(WOOMIO-OT"Il 20-176 3=N Z& A-- /,J�,� A. ! 'NA- ' �. t SCALE 1/6-11 - IV%) - � Pat .­,R, - Non — *".J — f_IF"O, — I- _,WW NO,! CA-0=11i w1ohm WALTER A, nf .., P�C. , "". - - , , =_'J ML� Ativ ,=iZ=Z=M _-LZff=Zi=I' . I., - /F1 Ll E00 imc�_,, TILLIT' TESTING & ENGINEERING COMPANY i�� di il Ti_ U­i -1 T, - _J P-L, P.- E', - ______ filreoo@aol.coun PROODUCT EVALUATIQN REPORT tL,FT 7.7 Lk -No 4467 C.�. L-C No. -�,)OSOJ 9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SIUB-CATEGORY- Storm Panels PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection I?M4qg1_" 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Waiter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, 61620-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition ofthe Florida Building Code, and to verity that the product Is forthe purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2-1. PRODUCT EVALUATION DOCUMENT IP.E.Mb, Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tifteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,,, dated 0712712020. This drawing is an inte 11C * 1� 14P I s , Evaluation Report. R111- �M �o "I', �. I � �, W. l ,/ ��,� - ,� ,,1 �, , I: N s,t. " .7.? ,,, I7 ,� . - 1� I 1�: - - , .. - ___ I � ­ I 1�_ .. 167 - = 7/7 - I * :* = � � 1� - .. . E - I ' B. -O' ZTATE OF ,-',, ;�t ,� �- ." - . 4z�'t; " 11� 41, . - � A ZORtIP'.. I 1, <�,' '-, '. � I AV 6.155N.W. 36thStreet, Suite 305, Nfiami, Florida 33166 - Pholle: (305) 8711'4&446�%' ', ,K1531 "Oo"InIIIIII0, I I COMPONENTS FOR REGULAR & LIFE MFEIY STORM PANEL� (SCALE 1/2- I-) ___.____________ _ __ .______.­lc,J9r (TOTILL AlOTH) -­­ ­-- - - -­ -- -,.--------- - ----- . ...... ­­ _ IS_UW (TOTAL WIDTH)- - - - - _,____--___ - -'--- - ­­ � -__ _ ._______--___ --- ­­­­12�SW (E=AE WOTH)" ­ _­ . 1. ___­_,____, -------,---, 4 7 � ; � I � i__ __ .. ....... ,- - 6 1/4' ,­--­­-­­­_, � i I ­­ --- -- 6.250 -- - ---- ___ - --I-- � T--L3SQ*-_ _,,3P.__ '. "I'5W i � - ,Do. , � �-I'Jp­-� � I i r X '� �, . , --I,. - ­ ; I '! I I � Li� � ; " , -1_=-_ � com* MIN, THICK r M' J� - , I I , , I I " � % � - I, - _____� ��_'__ �_ L, " e, �, '"' SM �� 1� , ,,N F - - I "' " � , I I I 01 11 , ,� I Am A 03 1 , .� , , - -1 , - - - ­ I f-) I 4ALONIZE) STEEL / ­­ I- �' F N � IT ' / � OAW MON, THICK ,4r� GRADE 50 IANN " v 11 f I- 4 2,657" ""A�` `� f" �, _� I , il, , -60 Gkv =Q` � - 1ARA , _ , ' �e 07 / t 6 : HEM �", I I, 11 " 2. � Z-pl- ii�� , TYPI \ A-119 X-053 � oviat, �1 I Sk�,Mc ; Typ � � : , � IElIMFU I "" 1� - DET T ' � '. - L � \ - GRIODE So MINO" 1� W11 � A-T - .- __L \'�"\= C ED �V � 11 C _�AlCOME -0 CAM -1 - 11��_ .7 L . '� � 48S 11aw A I 480 � 1 T­ _41... - _ _ - - - I ­ I � 11-11 ­1 . ­ ------ —.1 - � ------------- � ------- - - L' 1 I , �AOO. J I �6./ - "Ao. &�O - - - ­­ I -T.3-, __ --------- ,__6,2W (1) MRM PANE 0 END STORM PANEL -2.16"r-- - - ,�' � : I :­ W 1-- 11 ,_ , i.isoL ___­______­_._1 - 2_iS7' -___ 1!1� S pe�_Llp �1� I "I . , I i 1 125' - 4*iO-20. 1/41'.­20� 12f � V "Takeo Evar ­ �_, -, I f ,.250' I'loo, ls� - - �750'- ZA SERIES W. — � . " _:� # - ADD, 4 a ­71 I , _ -125' -Is STUB ROOM S.& SM INHEICT - .750 - i .M- I ­`J L � TO AWIS 0 1 - � - � I- _AA,` ,�," t E - ; t -F "! "'O �,-,.,O,r I O! . , �>� , � 11� _�� *Q,C0 . I � I - I 1 12 I/21 /;��_,< __ - __ "N' 4,375 I, ZOOO . 1.56c, 00---i . � r I , - § - _� . - r - � - 3. � 20 i �S . - f - 11­�_� � IN, I '50or 1, - 1<��, �,_;5 - I j=, SEE A - ,--A---, I - ST L I Sig 9ZS SM , '2 �, >� , - 043: ! I L MAL I �:�­___L_____ �_ 11: 1 5 I � - " -C.250. 1 *.125 it 0. I � uA19 LIA!�� ___J " t I 4 t = HDAMEQ� � I _­ " � -, I , :::::::=�i "'. - 1 I I T � Z , , _ . a ya .230' � I I I 11 - , I )- ,��i I -_ � � , I il - I 11 ­ ­1 I'll. S. P., ­­­­ .... ­� --I �Soa. , _� I_-,,SoO.__1 I L O M/ W r I EIRIC MW. DETAILA ___��11­2,101S�_ ��-_,—,_ 11 ROUNDED CORNER 0 ENDS OF PANEL'S rlArst END LIP W/ HEMMED EOCE, 6�. 0 (_T1`J W h, Him ,Z�j v_� (�) ANGLE (4 ANGLE WITH STM @ ,AN= MUnj (N.T S) REME STUD I -_ _� VARIES � I SM DET. � — j�j 1/14 & 2114 .374' ! 4�344' 1 __ . TYP TOP E= 02 4-4, mal -.750" - - , I � I __ 4____ " I 11 —1- � 125%_1/. -M 30. WRIES � I I _bF PANEL 188�, -�- I jsa�. __� �310* 1 -J, ' - -- - --I'm' __ V___ C!q___,"r+. 7 I -1 � 1 � 75- ,3*4�0 11 f _1 O " " .C. . � __ ff� -_ 4- - + I . ; 1.407-1,( - �!i!�! 3 r__ __ _ , -- i ) 1 DA 8" \ .61 I.0 71- I . I " � �M' I I -ioer �., ___ 4 063 1.3�43' i , � r'I"'. I T'�S- . ; I-- - 1093, rT_ - : - -R 125' � Volv=31 � I I I OfIERY PANEL OVERLAP 79ij�_ I � L______ _,vaol f_.1L______I k _� , , I - AAA .085, ____ ; i --- 2.*W*— - - �011;4` 7.OW (�) KEY If= WASHER `�_fn______1 TTYP_) � - ­063, - (�) 'E' IRACK ANGLE (R (?) ELAT PLAIED - 1 low � - __�A4 - I -�611-1911'.IAQE, - . � _�?-�-_ _, � ,00100hit", VATH STUD � .. F. I I (I ,W, �jjy, A � I IQ/; i Ir , , i -1. N - I ". , 1 A!vl I. f I - T I __­ llr ,,-- .O-,�'1­_fN­TW" I i . k 1. 8 8 � 137510 � �$6�0 'ViIIII, � , ��� . * . ' S � I , - _:t­-1 -_ � � _;_ - I 'II; � - - _._,� I , No, 44167 1 [ � 31, . i 10 - I ; Z, : * ,= FLORIDA BUILDING CODE (High Velocity H'A _*! - - - - --- - --- : . � �k - ------- � ..... . J i � * . rricono Zone) I , NICKEL . &BOTTOM �-; " -STATE BF f oefto TO=, M '063",_1 " , .- JLAPC .-'�Z I . .1.. 11 I . _� J . ,i2b- t � 'So IMING NUT OF RANOL lv$% 't, 20 GAGE GALVANIZED STEEL STORM PANEL F - _­ , "" ---I - ISM" tol TO, -' DRANOR &I' " 0-'� " ` ,44,, ____ - f __­Z000­__ M�J Ii�_ 'i�! ' ip (* KU ,HOLE 1, AT PANEL *f�': �a' !� 4�, GLOBAL PROTECMON PRODUCTS, LIC. *`1*,/T,'m *-;,; �--:�-- _-, .1,00 S.W, 51 STREET 14ILN * , �' -� �. �.. ,9_� ,,�_,: ALTORNAT&JELY. LIVE WING NOT JOICUT ==..rA BAW_ 11- NOAH, 20- 176 ,I PAWhE ")M-7545. FAI, (M)MOR-870 ALUMINUM ANGLE MONOLITHIC IMI W/ AODIMAc. !� �/ I O­O-DaX_-_­PW__,_ . 7/rft3/412* IMSHER (STAINLESS - CA-00,357 IQ ]E�-�� ME - . 1 V-P* 1 - IMAWWO MOO, STEEL OR NICKEL PLATED STEEL). RE SEA,-1eOHcU*C/DA`E WALM A� TILUT JI,1 F.E. I __ -_ - - - I my-w- J - - , - I I I - - ,,OWEE, 2 . is It", ; ? 1 1 INSTALLATION DETAIL$ FQR REGULAR PANELS(_1) & U M =M WAIWS Em IWA=QN IN mm INTO EXISTING PQURED CO , NQRETE Bleotk muQuaEa Mem am QR Wpm � Q"­`N OR PAWELMATE MAQX 94 0010RETE AMOHM :�� VAUD FOR KUA,JJFE WETY AND E-Z K" MM MUJ�M PLM OR Of W-01M, I Ir I ; 1AMICIMAIC (SEE: SMOETKat: ON I � lig 54- - i . It- �_ � , JOE SCHEDLUE 014 SNOFT 8 & 9) SHEER, a YHEoweH � I '- I _4 74.__9 - -, - Z! " i 1'11� f� A ! ­­ �- ­___ ­ , /2- 1 (160 - 4 O;7* � ­ I I I 4 l, , -,-ii4 �,-, � I '��.-, =j1V=_=_; ; � _:::� A­e NRA__ - , i I �, I COSTINO POURED, IED ­� q), i 1 I CONORM : ,.� ; L I I * I , , � , C� i I , , UPS -, Z_ I—T-0 __ 4 '. I .1 -�. I .Z I I � I - � . � I I ",% I �ti� . � E.b. -:�, I i I ,� . -M-1) o � I _/ � L �N, i I i ��44".-_, 1 ..� - � �T�t \ � - -, . — I , I ! 1 "I I . I -- 71 . i I , � I --i I — I — �. r- WL, " IF I ��_��,­,,,,-,�',� i I R ­!J,�- � mvimt;R ! __ 4 1 1 rr � - , - '7 - 1 - _` , rA;;.T i CONCRETE BLOCK ! 1 - cl)� - - - - (I � — - REQUIRUL 6 � � , ,I I � - i -1 I III - , i I;A�,�.., to (xN,,VW "f,".. I !I I � ..", - _iET__ .RN - I I ­ I I __... I., - " - - -_ __­_ , '' 5 I I 'N �­ I 1-_ 'P I I I J ""N) 41 j4,, ta--.,-.-- - I I _3,& � 9 MI,. I .� W 'I i I ". =_ WM., I r."'AXO= , .1 - I "r ___ � ,� - It VOCTON . "Y : sm 50KOXILE ! E = .1.1 "I - W,,I r, . I ve -1 I �__J,,, Z 0 W. 1. - !KHDAAJ� I I I M - I ; aw,WWWz (D-CRI I I 11- 1 - - -(D d I i G, � T,�_ — -LAPOWN i -� I 1� : -,, : I : f ! __. - ;,� -�, I'Mi- - / �, -1 . t,­ , .11-t I - — -- � I .1 ; 1,VI'Y 3STAl I i - �'. I . ,2 'Ir 0. : /_1 _Iq).61� 11 I - i ;1 ,/,�� ��',' I ;1 77-,r I - '% . �,_, . I I I � . __/ E.D. �_'.-,' I MF==-- � POURED I � I rl.,,' _ __ I DR - r I � .1 CONCRETE , . 11, -A& ! I 9 CASE Q (EIM) : I I E.D - COMMKIE BUKK -1 � � � - , - I SCALE 3/16-l' QA&A7") REQUIRED �, I IN111SCIMME" i � 1 " ­ - __ ----- - - . �, , 142�,� I--! CONDOM BLOCK � I I � I - - � 1 ,;,, REQUIRED, �� 1/2. -_ -_ a , -s- �111 A , .2=1 V.M. � , = " ----,L--I- - - _ __ I � ; 2�: ,, 1 %14 - , ....". � .=- ,V —, ,J �� 4-OAK-J. OR RNWEUOATE , �, - I _ I , �O ...4; �,_�: 1�. , � 11 I , #. A. , 4 ODW-AM ANCHOW __ ,-�, I .1 *_-� I , � ��', , - =U'o;-%,'!W- ,,,, % PW= I _009.0" I (SEE SCHEDULE C. ,� U* �',"'�� "" � I I - I.- - ii— a � T . - J � � S= ON I ", 'BUILD i � ��� W �_ Ut -) " a � I ) WA" MO WING ctw - yJ Mau W1 � I'", I- " ", � " 'T, a 3 .I* __ --­IMW TAVOOM, ftloNt- I ".-Cl, / IRA qm_� I OPINOW, "mllo OOOX .. 11��/ N-J.; . � M� 1___EDGEN0FDEXISrK * KV I' mot It VARIES . I '10, r-7 D � 0 EDGE WANCE . 101 wo EN IN - - , (SEE SCHEDULE ON � I Qhiwp�ml I I TACK ALUM, TUa OR I' . '�_ ____1 5 ­ � 1. IDWSTINO STUCCO/ PI WOW PJAM SPACER J SHEETS a & a' ,/ ,` --WOOD BAND - I I " * NEW i' VEIDE . VARIES It 1/8' - ; i �_ -, I Z - (1) \_��� . - , ,� I . ALUM, TUBE OR I' V VARIES , I _� - I � P,T, WDOD PLATE SPACER � � - I 7_61DOAD TRACK . I TOP & BOTTOM MOLATNIGS CAN BE 'i � -- 1� Xr CONCRETE ANCO40" I" I I COMBINED IN ANY WAY TO SUIT ANY r."PNI . 1 -4 1 INSTALLATION, , � IsEE It OK -1,11 I - ... � i I 9) �, PLIil C-1. ----- --- 1."', - _FACK Xl,� ­;I) I , r9r,", L____ 6 1 C_ � '­j L 1/ - it." !�:. "!��/ - I- I - - ,PN, 7 I 'IMX.S1%CDfL-.1F, `_ ENv`--j*1,, FLORIDA BUILDING CODE _ ­�—­=Now,,, _(NI9h_&!n1tJ Hu Itore Zone) NOXODes Do- - . ,,,,- ZAM THAN .1 " 11 III= 14JIM W_ 1P. I y2- , ,� No=mw .7 No 44167 *, =Wm) 3 W. , Mon, Hoo"t Z % 20 WE GALVANIZED STEEL STORM PANEL = � . = Doy" SY X111. SECTION X_X Z*. * ­­ = C7­1__I - SCALE 3/2.,- = 1. `�,_PT___%;=_�� �'\ GLOBAL PROTECTION MDUCTS, LLC. "I"' - P"_ 't - - - ___ ­ / 11161C %.0 Inc, \ , , --. , 4M S.W. $4 .11107 IL FQR SPACERA REQUIRQ_A1_TQE JOR W IRA= ADJA LWOOD-11AM lek-. ,,,�- ___. — W cOMFOIANY DOME, OIL. Mal. 20-176 __ __ 111111, '. � .... 10� I — P.0 i,t'a .,. , ,=M_!� - PHONE- ORWI161"I N`A_ C"43,16II-am , CA-Omto * I I OJIMMM - !�, , 'A' , L —11, 25"' M i q 4X0151 '"'" A- &1#1 1.1�1 lox I I i �: [J�7 `MBR 5� 'It 24 __ OWL11 i :� M :7��� - - -,- , - . � PROIDUCLIGVAL -24-172M 2 22_U.SJ_8E?QBM- Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAmerlcan Testing Lab of South Florida, Report# 0814.01-01 dated 03/1 1 fO2 witnessed by William R. Mehner, P.E_ Boriz Moroz, P,E, and Henry Hattem, P,E, and Report No. 0219.01-09, dated February 25, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 IS, 203 as per section 1609.1.2 ofthe Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198byQC Metallurgical, Inc., dated March!3,2009, signed and sealed by Frank Grate, P.Et as perASTM E-B and Tensile Test as per CIC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed byJerry Jacictfano, P.E. as perASTM E-8. TPUCTURAL ENGINEERIN L � On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 Of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 1211 811 0 and 08/27/18 (for this revision), signed and sealed by Waiter AL TIllit, Jr., P.E. 3. MIANLE IMPACT RESIMAN , L-arge missile Impact undersaction 1�09,1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 2014 4. WIND LOADS RESI[STANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 1 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-176, Maxinturn Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and `18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Pariel has Won vertfitid for code compliance to work as a non -porous storm shuhar assembly, as per SSTD 12-99 Standard. A0 %0%011 11 11 ItItip", ,�P A, ri, % 1�, i . ...... "'ZON - , ��, " lz � - I 'S �� "'. J,T, _� :, - _V 'ENS,4:,.,,5, � ��__ ii=__ ___1I . ' I 'I-- --------- Z - __� , ' ' - _______�_ -`�.- �-�,_6_444 6 7 �, - -;'­'Z :2,44# , * I .-i * -- = ­77 - / - s -a - E 0 11 I Z �� S , .� . I , . ,� . . ��� . . . , . `­ ........ I "ll I %I IIVI l0% I I PROBI=TVAIXATIOIN RXfQRLW_%Afi-t I" 5, NSTALLA-TION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-17S- Minimum separation to glass shall be as indicated on sheets 3, 6,13, 14, 15, 16 and I 8 of I 8, of Product Evaluation Document (P.E.D-), drawing No. 20-175. k.-MATEERIAL GRARACTERISINt.5 AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchbr specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E,D.), drawing No. 20-175. LIM9A—TION 7.1. Shall be strictly in compliance with General Notes No- 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined cn section 1620,2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures, Product Evaluation Report prepared by WalterA. Tillit, Jr., P,E, (Florida License No. 441M, President of Tifteco, Inc. (Florida CA-0000719). -7�� ��_ * WATILL � /1 -v', - D'O TILTECO ACOMON RECORPS J P. E. REPORT.20 � GLQ(aAL PRO F " -N-§ GALVANIZED STEEL STORM PANEL % DRWG # 20A 75 . !N � P�ti 6 S, IREPORT#—A,_'��. ORID ., 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, -*1W/10. 2W/10, SW/10, 4W/10, +6/5 5W/10, 6W/11 & 7W/11 _�: MAX___ _____._,__ ANCHORS: FOR CDNCIF?E SEE SCHEDULE 0.4 SHEETS 0 & 9-------- .—r MAX_ . i i MIN. MR WOOD SEE SECTOODONS OR SHEETS 10 & I I � 1, MINL , - - __ 6 - __ 0 .. ,,r 0 6 r__ ­7 .r--T.-- ___r­_­r_1__1 _177�� , ­1­1 _1­1 --- �__I_ ­­__,____" I— -, Dm.�(02.�),(D,_@� i I ; , 11-7 I ; i I ; , ,I`_-T_T_-T-, , I I � t I I f . I . I-r- � i I I . � I __" - I -_ i i &_(1), (�)+@ I W I I I � i i I I 1 � i � t � � F! I I I I I , " I I i S ! 1 I I, I I I ! 1 I I I i i ! I V � I I I 4 I � i I I. I I � ` I I ED I - _ I_ __ � - I 1 1 _1A 11-1 , I A � __ I I I ____ __ . I I_1 -- - __1 ---- -- � - _ JA ____ I - ?t ! 6 ­ ___.__T_I,___1­1­T­__1 .. --I ---.--T7' I I --r�- -- -1 - - I -T-1 I - - I i i I ; . � [__T - 7 -,------ I I I I 2 � y I ; 1 I I � I I . � , Z , - I i I ___ -I f - 11 ! -4-7-t­l I I I I � 5 ­1 -,-- -- -, I ,C �111 It I I I -.A i 11 __ - __ i I 1 i ,40, 1 I 0101 I i , - I I -_ - � -_ i --4f — 0- _�__ - I I I 1 1 ! I I I N I ; I- , I I 1 I 1 1 1 I � �! 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ATE " � 7- \ PROTECTION PROD TS LLC. to W, �, * �"_- �.--_ ---�­, Z I III LR C 0 . IN C" AMID S.W. 51 SBW I- op, " -11, - -, .., , ., 1,;, 0Ai,., 09 ­ - RLUT TENTINO . It `DWH)._,PE, - - .. -a ..'r, Me. - 20-176 = ,I,...., .... �_ V`o)A`I__ -0,OI)IIII-1.1 t",,,�S§ — - -- , '-� - .,_.,K.D,H, !!!-! — , - � . ly , , 11111, 10 IM/0'", WALTER � %X .. P.E. 1 � I—- - Fuxw� LA,_ i At- , I - M I 1 :; L­ .W 3 " N I IN$IALLATION DETAIL$ FOR REQULAR PANELsL'1,, - - & (JA -1 INTO EX19ING POURED r,Qt!CRETE OR COtJQRETE BLOCK. -SIRMURES AMCHORS, FOR CONCRETE SEE SCHEDULE ON SHEET 2 , - _WRED CONCRETE C ONCRETE BLOCK � P?W-D �__ . CCROXM r I. - _____________ __1_7R1DXfRETE - Cot LOC. . 31 M­ - _________ " WOOD SEE SECTIONS ON SHEET 12 i 2.67' 3" M_ . RED I UIRED I CONCRETE JOAC14ORS � RJEOUVIM ANCHORS � REWM . I. ,_ � CONDRETE A-JO'S - - - (14N. OfiPLAP -1 ,-.*,IXE WILLEY) 1, m am a" I - I ; (SEE SCHEDULE ON � SHEET 9) -- __POMCRETE (SEE SOOKU ON � I .- � - - _(SM SaKEDULE ON I I I I I _1111oLe r -O. -VL i I- D.M. : -r . . Z ! i . i i i I ",I SHEET Oil � I I SIM ol . I ; I ,,, * I I , ,-- � . __T__ t .. .. I I * ; '01 i I I � - I I 14, i 0 I 1 2 1 . I - i : �11'1` __ __.__.._____I , I I , ; I ,�`, . I , - - ­­1 - - -I 11 . �� I 11 .1 I C I ­_ - � J �\ - --i I - I - a � �i --,E-- i I . 4 � � � , - - - I , ,!, - -I- I I : , � I , L � L I _ �j : . � i I i I � I . I . � � I lf� ; I f"� �1", I , � �, I 7 - I , � . , I I ! � I I r ­ . � I I r � I ; � � I I , I 1, I! � � j I � I � I � i , , ! 1 � i ,,,, I ; I 1 -,1�,� I I I . I I ��, I i � : � I I � , i � � !; : . � ; T I ! i I N , I � � r O�_, ! 1 � �: ! � I 11. 1�' I ! � _(D S I ,1. 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TAP __ " , i ;, — -I-,- _1_ I - - ; I ,� ­=r � , I ��,�, S001; I - I -I � � I I . 1 ,,,, , I L, I 2,67' 11 M04AP WHME WW �, 1 1/4 , -- -1 I "', -- — , I i ,- L* � � I . , , , , /4"#­200/4' S.S. 001.1 , ,� I � � , � I o 12 1/2' OC1 � �. _______A_._. __ � __ 11 I CONCRETE MCM0Z t ItIAK -1 - - (A I .- 1� ­ ­­ ­­ .- _­ -, - -, I ---- � � � I I � �_,__qwogm ANCOIDRS StAlItIm - � I � ; CONCRETE AKWRS I 1- I= SCHEDULE OR � � r I � I (SEE SWEII ON � SHEET 9) ,/4* W. i -, -11 ,- -- "' �0 � WIM ISEX WHIDNAIE ON ) ,I SHEET 9) I j on I I 1'0� SE95 i�� � ­-4mcow OR ____t9:!91=K OR ONOUIRM 42T I( REGONED "..I-..^ REOUM 0111ECT AN ALL OUNTING W M DIREGI .4OUKING .- iffiff SCALE 3/5- I" . _Q INUAMA11011 =ON 2 SCALE 318- I' liewl SCALE W,�,,"`, , N1. f/- -" ... - Z'�, ... ... ., FLORIDA BUILDING CODE (High VoloQlty Hu cone Zone) .1 . �__ W"o 1.3m, � E.D. - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MOUIMNGS CAN SE IN ANY WAY TO SUIT A14Y '. ? : No 17 " = 20 GAGE GALMANIZED STEEL STORM PANEL . . = 1 * ,- * _ _� - ," . GLOBAL PROTECTION PRODUCTS, LLC. 11LIECO.... - 11 DROW Ut /ft/2029 DO ow� , SHEET 9) COMBINED INSTALLATION. 11. 10'". W �Inn .W S.W. IT SWIDET WWL IT. Mal r4="=*rMy. 20-176 _­­ I, ")I - ...- -1 It S- -wr4 FKDA,_ to, I O" ­­ - � V" -.1 - )M-NAa, W"COISO'"..6797 NA --II, '11104. CA-00671 9 .m lk -!! VMIAM A. wur Jl� Al I M-J —='� �111*1 I low"00, . � __ __ FLOW64 I& I 44t4j ==-J , -6--i (D (D C_ (1) _0 (D L_ (3) (D c . a = (D = 0 C= co U) U) :E F- _ffi > 2 0_ CDL M -4-0 0 =3 -a 0 I- CL = 0 _0 a) ll co -0 ek-3 CD -6-, = 0 6-i =3 _0 C 0 0 &_ _rn Q_ a) 4­0 M 0 0 = 0 — -6--i E L_ 110— = — Cn CIO ­0 .= -2 U_ L+_ 0 a) 4--a CU -6-0 U) a 4 Z Z W mi cy) � -C I -I-- 16 cu CAM > C LLJ Ce I ". w =0. :e C= 171- am cc C., M -S _= .._; 11 c"I LL_ � It = .!2 M V, �= " a. - I- C'4 _= -CZ 2 _r-"-J -2 :,- -2! cu -,,,;� G3 M. -= Q� 3 E - = " = gc,� U -�5 = - �x - zt �r m M W = " ,;'D _= - . , I-: 'SE '111� ��_,: I:, =, cm- M = �-, " -r- 2 - = - - On, ­ Irl 2� _l U) " a) M a) C: CIO N � L. 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' m amnlc •Raa TNwal ,' . ,. d:r , - ..-._ - __.._, R+AIvaO Txaos W r ac ,,._ WI MVD 10N ,. (. BlWMMQn TN.A I 1 wA as ,/ NJA 4raMW3 I w ei..W .._ f!Ax 4'A r iW rkxNaM WNAA - . ..._ i1 A r/r MA TIANMAa aDFmkr£muQAA­ 4 " T QL+a,T ih' mvTQH1W , ( t WALL ►IIOUNT#NC INSTALLATION - ALTERNATIVE 3W A f A° :I/"� a4 y '• _ ' SCALE 1/4' 1' aflWiPa t (I • a�g` Mm !mac a 76 lmo Aurz l3WLO-OU UNTING tWGMIA L I INSTAL I TION "` .LT RNAitS't t r I11i9L & EMIR MWWNG WALL k _MOIL YOLMTING tNST - ALTERNATIVE hW INSTALLATL - ALTERNATIVE N �L�LSt4dL_ S+► QH5_SITU (SECTION AT TOP IS LIMITED TO 67:0 ALAK. SCAM 1/4' : 1• WSTALLATf ON - ALTERNATE 2W PRESSURE RATING) 0.5.0, DESIGN RATIO AM' SCALE STatF: 1/4' . 1' Jr aLn 4 Ii t/r We 1 �r6 12 1 Y6 �aa efFp r:rOKI NWtrrRP FLOOR MOUNTING NOTES I(jUNUATION - SECTION &W ea*`s1!L l i•��i'tt/ SCALE: 1/4. - I, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS .., W ' ' UP TO +55.5, -72.0 " .s,f, AND PANELS LENGTH UP TO 8-8$' '• p 4 yti, CEirl,j* "•,"'"% FLORIDA BUILDING CODE (High Voloolily HMrY#GOnmZang v 2.. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN - PINE N0. 2, WJ SPECIFIC DENSITYs OF D.55 OR EQUAL - NO, 41617 PzmG LTE42. Ne. 20 GAGE GALVANIZED STEEL STORM PANEL stgli_FO.��oustN�Ttori oF=EFTQNe: � -o �. ST Df�' _ .._ .-•vv-' %� GLOBAL PROTECTION PRODUCTS,. LLC. • a'•., fL qA; : ,�/�..�-� y- /'- 1 E MC. !mm W. bI STREET 70P BOTTOM MOUNTINGS CAN BE R Ri It EN6N QtW0 CdAPxAn MINE FL X014 2O-t3C'1 t+� TIN.{ NA YAA a. �. M. wANIat aANna, n urb ANAP : CDSA)m-7L45, FAX 0154JD88-R7I7 ANY WAY TO SUIT ANY �./t �±4x IS'S/ n.,• (Am AT -,ago n.: mmt m-,v, �y }R ft INSTALLATION. 0 At• Y4*-- C/ NfppBT 19 sia AJ7fJlN1 IMINVYrC 55Ex19Grtasu l TE WATER A TUT SAMET SQ CY 41 - CONCRETE ANCHORS O (SEC SCi $HIM SKEET 14) T-\\ I , POURED 500° , ..r. POURED REOACfd1E YNARED �W i OPPL -sEE�sctET�ln4 i �"(� h-sEE xr/iDUHE I i%UT Ma 3FF140.SIOR d ifyA SEPARATION '#a 7/8'ar+3r3r STUD NUT 0 'AY sTua e 12 1/2' D.c. _ f 1 4aaTW/�y�y�TMDEry 5/I M (CAM.) 11 1/B. IHn� i�R 92 (sec on. Tr,4),t� I I FOUREa CoNORm OR 9 IOHCR[7ELL i3t D WA R WNRED f EI I /Al `_ I i , CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) POURED FAR CONCRETE MACHOS: SEE Sq a"T ON SHEET Y4; _ FOR WOM SCREW SL'E SECTNON ON SHUT T5 tt DL $ 1 Z15 IA VC ?Wa 3/4 OR a/a I, a & tw/15 r3' Mom. A 4 WA t 1- i AT NST,DGATYMN !I END AWLS) , /4 k 2/14) ' LIPKA 2/4za/a s/a ORa/a 1, z: w/ta t, & 1w/15 ALTERNATE LOCATION AREA W/NO LIFE SAFETY PANELS "} 6N LIFE SA1F#Y PAWL Lr. 'r a. REGULAR PANELS W/ ON : I.DTWSAFETY P SEE NOTE 1L#LOW) - _.- -_. W/O REGULAR TRACKS ,_ (SEE NOTE I 77 BELOW) A l/S'f PANEL t TO BE OWALLED AS aaER 9AB I ET ei LIFE SAfLTY PAN0. OPENING ST'L±LO LIZE C M In ! BE PROWaEO Wf REAR NAN[SH i% fAN, DON9fRON} TO IFACILTATE WSTALUTON IF 94TEN00 0 E/ERX TIM STUD O 12 MCC 14'ntw �U1S �a m o 112• o:a. � a WALL MO N NSIAUAT N UtW_ G I IO WALL AN D!Lj4� d3UNTiTALION AECTNON 1 smAL a/a' . i' - SECTION SCALE: 3/8' N07i5 iM LIFE 5AF€T'F._�Ti:BM...tilliif„1�5S,�1. IACTAN1ATiOM :. T LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR UST PANEL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS W W R (/ 0R /D ff:LFUA TRACKS) 2. LIFE SAP PANEL CONSISTS OF 0.030" GALVANIZED STEEL MAN PANEL AS PER COMPONENT . SKEET 2 OF DRAWING, THIS PANEL ITSELF TO BE AD IED OR INSTALLED FROM THE INSIDE OF STRUCTURE, 3- C TRACK 0& ONENT TAA To BE Nt@¢j zw- COMPONENT MAV INSTALLED WALL OR F100R NIX1NfID �111NV1MCOS TK>nIS th, q ���V�� 2 ON THIS SHEET, AS WELL AS DETAILS I & 2 ON SHEET 14. 4- W- LENGTH FOR COMPONENT (D 5 W. Mm. ANCHOR SPACING. FOR COMPONENT ®A14CHCRdAGE AT BOTTOM IS GR•EN ON SCHEDULES 1 & 2, SHEET 14. C0NUN3NENT � MAY BE PERMANENT OR REMOVABLE. 5 SEE MAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEV 15- 6. SEE SHEEP 4 FDA DE0JL APPLICABLE TO THE NECESSITY FOR THE tWALLATiON OF SPACERS AT TRACKS INSTALLED ADJACENT' A14D BEYOND T0. STUCCO/WWD BIRDS - ' I�T`�� '{ � �� ►����(' it � i ��� �(1'_ i T T� i TT I (-T T j-i i fi PEAS PANEL) 1 COR EmoA ($ffuwR PA#+Lti (RDEtBON PAF&'TJ (flFJ PI I r j r * T (S f . _ 1 � � ) i 0 ELEVATION TO BE INSTALLED OR REMOVED FROM INSIDE OF STRUCTURE SCALE 5 32".I• -1/4` M GA. ,." 1/A- INN. CAP ..` 1 B n lNTf.RINT PATNit.S. B (ALTERNATE LOCATION NOTE r) - AT ESET BEE NOTE t) SECTION R-B SCALE 3/32'•1' MAXIMUM MEL IEiiM "L: 5PHERULE (VALID ONLY MR PAMELA'-* &6A INSTALLATIONS AS PER SECTIONS I VKRU TO- ON SHOOTS A. 5 & 61 MAXIMUM ENSSS�AR.{PANC0.n,)tENafN Oc PPRSP.41J NiNNSAyHWYAA t`•tCfL3fCflOr`7.;) m CEAiu PAi81 CONODIrnt 9F THEM A55A, -720 T-5 OR. LESS I 2 Ile IN49OLIM t T RU B& 7 .35A -72_0 17'--5' TO IV-W Nos. 2 3/4- UNBOLTED i THRU 3 & 7 0. -72.G ab'•-B' TO AV-2- Um 2 if2' • � d .A3A, -4&D Iv -a' OR LESS ( 3 I/2' a TTEDaVE1AIP!S H 4 D & :D • blriTED A/ ,/a"Y-2ba` &E: MX a W04MUT AT (hflB.M i NAIDA N OF PANEL !VALID ONLY FOR PANELS171& Q WSTALLATIONS AS PER SWINNi5 i TNRU 7. ON SHEETS 4 & 61 NAVA 1 ASD, DESON PAE`JSURE RATING (Wf-) NAW UN ANCTLIPi/L SPADNO FOR EQ. 3 I/r v. APPLICABLETo I & I N&AINUM PANEL ANY is MATAiN 1 L alm v (R) OF "A" TAPWH CF TM-trYPP aN fl` .^,:s'a:e TOWLE O PAAELWINS TE P TG 4DNCaE7E OON TEN# TO :ANCSETC CGN TC' 1D tt9mCNETE I TO Ole- CONCRETE TO CONCT&TE TF 5` I N/A NJA N/A Al. NJA I (TOP) 8' 5• N/A N/A B` er b• B• b• b' / (BDTTDM) P- HA N/A N/A 5' N/A b' N/A e• N/A 2. ) I a" N/A N/A NfA 6' I N1A a' NIA S' N/A 2 iBOTFLW4) } .554. -7ZD r N/A WA W. b" N/A a` -.. N/A 6• NJA 3 & # iTTIP) E 7'-T OR LESS DA LESS D' S' N/A N/A 6` i e' •-- ✓F 8• 8' -^l O founoM) B` NJA NIA N/A &• NIA --t NfA B' NJh 7 b` 5' N/A W/A 8^ 8` 6' 8" m' S` 4 & 7 (007Td1y r N/A, N/A r2 ti2' Iz I%2` B 'yeb T/a' All tj4^ 6 TjA^ D t/4` s {TOP,JBDita#) ; Su SHEETS 10 & It TOR ANCHORS TYPE & SPALTNG MR 0WAIAAM Nr, "m wom FRAW WWI WNMUM ACTOR SPA'.1 M AND MINIMUM EDGE DWAIIE. ARE RAMMED YN I ES SOMIX FOR E.D. LESS THAN tdgrAY O ON SCHEDULE R6ACE ANCHOR SPACING BY MEAITINTI D SPACAO SHOWN ON SCHEOIAE BY Tic FOLLOWING FACTDW FOR INS OPERATION TO Of POSSIBLE REo = SPACING OWANED USING FACTOR SNAL mx BE LESS THAN URANIUM SPADND NAZI-TED FOR PAw ANCHOR TYPE AT ANCHORS IEIiI.L. ANCIM TA TY1/O4]`NA IF ,iY/Dt'A 17-lu/a� Ixi 1(4'Y 1PL0-aT WK. &WA A sAUNa 1.) 3 ! -1 1 f t/2 3 �w40bWI4kR CwaY1 R.J Rd.M54 ! 1/2 W^ LL Ommommup rtUGTLDY x t/4• _ _ e lea a4a _ -- 1/4' ID.. 5/a• am ARSH eLm "O W/ INSTALLATION D,ETA FR RE"CULAR PANELS a & I t/4`l-LONG' SS MS, e ,/a' at. MR . M W Q.C. PANEL IfTIGTHS W TO Y-D A10 8 FOR LON11niB UI' i0 6,01 INTQ EXISTING, �y90D STRUCTURES ti' PA VS7A1A1E FEIAWE la OB PANDUANTE PId15 W 12 1/2* O. C, WIN 1 4/2' W. THREADED / HEADER ri1R ,.FNi11fEi. UP t: P@dETMT1aN TO E ALL I A< I: '•'1Q S P AAO SCREWS i/ Wj )) I i } » HPAIAIL S ; I• 1 i J # 1 fi I' Q,. ry 47-2p a8 7 BVa3 3Y TONG # t L l I i 1 _.I -r NEt G A- d,L Eq k S ) ( •i, g 4- i I I l I' 9 1 I E4 i Ea i i D E Eq _ 1• i T ; ?CAAt R#d✓�D 1 l i ) a } I NL T 000c laA E I 1 = 1 P HowP WOOU T6/DEa P REQ AW 1 A►TERNATtVE 1W T(, ERNATIYE 2W SCALE 318-l' li Z' I BEE SCHEDULE ON SYWET $ FaR TO MASS. 11� 1 /' To+ARA: i 'aAr is GLASS.. i .. i. PANG 9 P 1:YaTN r e 7I I'"'Fa T a.r a 1 E 0 I ;.,.._.. i ED I I I ) E4 9. s t ED, d ED i ED TO 't ED 1,12- Eat 'I ri 1/4' W. ! s/6' LONG BRASS BHSNNG (wg/.-e-3/a, g,MY3a' WDx AHAiE 1 ` AEaUMD i�i. W/ ,/4'A-2OA2- S.S. MS. 0 e '14. O.C. AND B EEkd4 w/ 5/B :, NSA e A a.0 FOR PA&t Leman S UP To 5'-D' yj 1/4' O.0 nM LENT" 1P TO 8'-E' Naa. 1 QI 1 1 14-,0 AANEI MTE FTY4i 0 OR r,4^ P AE t -i ORPITS 6D ,a 1/2• a. G WITH , '.: __ 1/4•a HK m8'S f W aF. V TWrEA#D vw al TEQI1�AiI41E ikr ALTERNATIVE 4W W. t 4 YMOq 1 or r THREADED PENETRATION � PPli I" r�.' WA,E �� ax,. t �siM of MTE � SCALE 3f&+1` SCALE 3/11 1' Y 1�' ALL LENGTHS HIP TO W-8' Ms'. REaVn£D � A�RNA�IXIL. ( �F9 IIQUO INSD 1A TION _ S3A�Y,E SHUNS �I ANCHOR L, CATIONS NOTE S-+SURER TRACR�S NOT 5}1g, FOR CLARITY AIlT�B1�I.V� sw SCALE 3/0m1' SCALE 3/8s1' . M}1iSTTNd4I)tAa2}� 1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DES" LOADS :"•,-C ��. @.... EN. .. i 'C - UP TO-i-55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8-D$$S'`/^ VACT '. _ FLORIDA BUILDING CODE Ht h YN#aa HMrTlcaRo Zang) 2. FOR NEW OQ FRAME CONSTRUCTION: WOOD MEMBERS TO SE SOUTHERN a - PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL _ IdO. L.* 20 CAGE GALVANIZED STE€I. STORM PANELDRAW or: DF FDR [ URINATION OF SEETiQN4,: z a . Si • - -----...._ �r �Pk yW GLOBAL PROTECTION PRODUCTS, LOG. S.WF4 LA E: TOP & BOTTOM MOUNTINGS CAN BE Kt (J' ., L Rt�•... %^1 r, RZG• E• TESTING t EtN9 6dld kA 3M a, aw. Yon. AAWAA• alsa , n aaIIN 0.1. PHONE: (Iba)MI-7345. £A2; t§a#)Eas-•4%Y7 20-176 COMBINED IN ANY WAY TO SUIT ANY y ry Sr�`L A WtlttlN f�/a+1E Ie.:: t>Mt mI-taw _ Fm-.: Der.1 m_„al - DRA* C - INSTALLATION.. _ FN1106F! 3 Ca- Bt1I M.E A TWIT Jr., F lim LTD. f aW HI-r4a NOYT rI W ?d STUNS a C TO 2fIOLD 5iv05 0 EVERT -- DMERLAP c72 112 O. C.) Tfl NIOI.D PA4EL- 51 8• M , (CASE 1) - - X. MID. (CASE I) F-.-- 0 ALTERNATE LOCATION AT END PANEL AA 11111111 ri :IAiY Y A'e„ MAXIMUM AS& DESIGN PoL -tA UPOD. Or TAP -GAP CA1H-N PA[AMME TEWAE O PAHGAM PLUS APPLICABLE # SECTIONS W TON W pANEi 6f1I07}+ 2' jR; To CONCRETE NUCE. f To E ODMMM Go BLOCK` ESE KAI BLOCK TO To ONNORM 81 10 CtYfO111 10 111.0111 BLOCK 6' N/A N/A NfA 8' N/A 8" N/A S' I N/A T At 2 (TOP). 55.0. -72,0 0` 7• B' B• 0` B" B' 6` 0' 0" I (BOTTOM) 51-W OR Utss +56.0 -72.0 6' N/A N/A N/A : 8' N/A V N/A 8' N/A 1 6: 2 (TOP) 5'-0' TO 7"-6': B,. 5• 0' 6' 0" 7 i f2" B" 8" 8" 0" i (801TDSM) +55,0 -72.0. 8" N/A.. MIA, N/A 6" N/A 8" - NJA 8". N/A 1 k 2 (TOP) 7'-61 TO 81-w S' 4" 8". B" 3" 8" 6` 6"' 6" i 6` I (BOTTOM) 11,H511 ', MAXIMUM AS& Dess.T# opicso.m RA7m1G T. PAR I mw 0 5$' IM FROM TOP P A.4 CASE 4 (Im 0 3' MY. INN yw OF NODE) APPllaABLE TO 0 & CAlABWATIO Of THEM MNOMUM PANEL LENGTH -1: (l1•) TAP NOWNSECTIONS O- R .}D 340.2 --81.5 3• 3" 4 1/2' 4 i/2" 2 (WITOM) 7'-6' OR LESS .52.8 -SELO 3' 3" 4• 4' 2 (BOTTOM) 7-6' OR LMS ,SSO --72:0 2 1/2- 2 1/2' 4" 1 1/2' 2 (BOTTOM) 7'-6' OR LESS t.56,O _7" 2 1/2" 2 1/2' N/A N/A 2 (80TTOM) 7.-6' TO 8'-0- 7-72D. N/A N/A 3' '1` 2 (BOTTOM) 7'-6" TO 81-8' W ®TUN AIA m74k ka,. PA81 1OWnt Im"Tv IE Aam - (tI.) S:IIQIS) W!l Oi � CONOr!'OII 2 3/a- INmalp SEE SHEET 15 FOR ANCHORS TYPE At SPACING FDA 0 R� M W400 FUSS BUDDING. ANCHOR 1PACINCa` AM "AOJW E ApE INDll" ON 7Ha5 SQ FOP ED,LMINIMUM EDU ANCH of SPACING EA. IES6 TMI/ RULE B33 HE 3ND &N IFACT E ES OFE UO MULTIPLYING BE IKN S BUL ON SENEOLTI2 BY ONE foLt. INS aTHAN FiWALL, TO BE POND REDUCSHOWNED FACT NOT MN REDI)CED SPACING OBTAINED I FACTOR SNM3. NOT LESS THAN NWNa414 SfWCAAr INDICATED FaR EACH N40M TYPE AT ANON LEi`.M ANCHOR TYPE r a°A „ , x A 114'A 1 a A a• 1 N .. TAPN2WH a TAA,•eNP, TNYc®jtsT? riiP6av(iE' ,ali,,,W W. AMOCO eAAeaa {knr a s 3 3 2 I/z AlrR.".0A4 RA HIakJ AQtYD,.Ea. Rem .. _ y 1m id4 _ �._.... 3 I r BUILDING CODE (VAC@ ONLY FOR PANELS e'1)& Q INSTALLATIONS AS PER SECTIONS 1 THIN 10. ON SHEM :4. 5 & 6) MAXIMUM ARCHOM SPACING FOR La.. 3 Ilr . ASS, GEM TAPOON OF TAP -CARP CALK-A4 PAHEUAVE FEMALE O PANES MATE PLUS SOLO SET APPILICABLE TO SECTIONS I & MAMNIUM PANEL PRMSU!Z ANTS (p.A:#.) TO DOCK 4Er l IAOCA TD CONCRETE TO CONCRETE BLOCK TO 1O CO tCRE7E C ) BLOCK TO CONCRETE 70 CONCRETE BLOCK To CONCRETE To CONCRETE BLOCKI TO CONVI ToANY CONCRETE BLOCK COMBINATION 6r THEM LENGTH V 00 >')' N/A N/A NfA 8" N/A 76' N/R 6- NfA NfA N/A i (TOP) 6" 4' N/A N/A 6" 6` 8' 8" 8' 1 8. N/A N/A I {BOTTOM) 6` N/A NIA N/A 61 N/A 6' N/A 8. N/A N/A N/A 2 (TOP) 6" N/A N/A NIA 6' N/A -_ 5" N/A 5" N/A N/A N/A 2 (BOTTOM) -55,5, -72..0 8' Nd A N/A N/A. 6` N/R 6' N/A 6` ..r.0' RAJA N/'A N/A ,1 & 4 (TOP) - '>7-5" TO fi-e OR .LESS NfA N/A &' ( 5' 6" 6' B' N/A N/A 3 (80TTOM). N/A R N/A B' N/A v N/A 8• NfA N/A N/A 7 (TOP) 8" 4" N / T / S"-- I 5' 6' 6" - 6" 1 6' N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4- 12 1/2` 16 1/4- 6 1f4- 6 1/4- 6 1/4• 16 1/4;' N/A N/A 5 (TOP/8070M) 50.0, -53.3 N/A. N/A 12 1/2- 6 1/4- 12 `/2- } 8 1/4' 6 1/4- 6 1/4- 6 1/4' ` 6 1/4' N/A NfA 6 crop/DOTTOM) -w TO 11°-2' 55.0. -72.0 N/A N/A 6 1/4• N/A 6 1/4- N/A 6 1/4" 6 1/4` 6 1/4- 6 i/4' N/A ( N/A 16 (TOP/BOTTOM) --8' TO 11°-2- N/A N/A N/A NIA N/A I N/A N/A N/A 6 1/4' 6 1/4' 6 114" 16 1/4' 8, 0, ID (Top) 438, --48,0 6` 4" N/A N/A M/A N/A N/A N/A 8• 6- 6 1/4' 6 1/4, 8 (BOTTOM) OR LESS OF LESS 8` 4" N/A NIA N/A ( N/A N/A N/A 6' 8' 6 1f4` 8 1/4' 9 (807TOM) 12'-x" N/A N/A N/A N/A hjA NfA NfA N/A 8 1/a' _ 6 1f$' 6 1/4" 6 1/4° 70 (BOTTOM) SEE 94MM 10, 11 AND 12 FOR ANCNDAS, M, A SPACING FOR IJSTALLVIONS INTO WOW FRAME A1111:ORKL AYNA.AIM N 14M SFACIN% AND W AMUM EDM DISTANCE ART INDICATED ON THIS SGP$DUtE.. FOR M Las THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING by MAILTPUIINO SPACNC SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR IRS, OPERA[" TO BE POSSIBLE, REDUCED SPACING 061 440 USING FACTOR SHALL MIT BE LESS THAN MINIMUM .SPACING NDICSfED FOR EACH ANCHOR TYPE AT ANCHORS LEGEiND. A11PHO1 i7TC_i f4 or OAP -SAP 1/4•Y Ile. 1/4•. 1/4-A,- Pw FINALE 0 PANaNAtE PLUS r u%-N OOLRLSET Mh MOM AMONG W 3 3 3 3 2 In 3. 4AmWlaWTApv rR.tvNe #TILL% 7 3 ] 3 3 3 7/2 leP.w.i 1>Ac+uM tYo t (N„j 3 l ! 5%3 d I/a S 3 Ir2 _ ACTING. ICL OW CSVM E A-C 7 0 N INSTALLATION DETAILS FOR REGULAR PANELSC) & t1 INTO EXISTING WOOD 'STRUCTURES it LI rPLUS €. -• `"' �. "i' to a PFHLU8A7E PLUS !.• ....�. �... '(« a PANELNATg LDS .. 4-iD TE H tf, Io s T D.c. W t �i rs 7 D.a w B ( PED HADER 1T3 µEqp EASED P€NERiA.. a 11AILAQEDPEliL'iRAfi N TO TWREAO WS#O EILSTINC WOOD Hf.AOER EXISTING WORD HHF,AE18T1 't WOOD r4E+DEA I REOtARE6 43U6T1NN) 3 1 7 I K t ry { } � 1 } , a , qII �l F rI t i k T Y 7 7 P T ram r /5^4A3/dz• - ,NATO 0 0 i EYER<' 914A3 !t [LI).Y SM E4f_WY SNUG r) 'QC e Ile O.C. ' B#CtlL 2. q 5 1 •• ii f W0D9 HEADER - #[ MOOD "EAGER,. .. I. 71 I : �•T la REQUIRED-'#1 I PIZZA E FAD SEE SHOTIaE ON ; _ a ON , SEE �- � 9RE! a r ' SHEET 8 'm WIN 1An. iEPA>A FLWt Mn. SEPARATION r f13P MM. LASS ION - i To ASS. I TO CUSS' '.. TC_ WAS' _ .... _ IENCT, Mart. PANEL LENGTHT _... _. t j m- PANEL I.ENCDI (SEC NOTE 7) ,/ `4--zpli SS, ' (SEE NOTE i) ° }ra•!-MtT• S,b, e ) SEE NOTE t) w/ 7/1•A A , i d/32' 1riS NUS -.--.,.- --_•-...._ ! � 3/37' WK NHrt _--. ..._ i � �[VERrO.E1SM -_.. , I f M3fV WiAtAB -_ :: •., j, O EYEA'r M2aM - �- __ {p I ..__ _ # I 1 SQR 5L TG SOS I � OF °L` I MA% OF 'L -AR No : [ +�, . P i z I t k I 1 ( � I "§S MST• : r SW NUT 2 BY A 3 Na WAS1tER I / Tr r2 1/2' 04 Ea 4`4 LAG SCREWS t' - 0 $ O.C. Wf, 1/2* 2i4' WWD,FHATf 2'K4' -a PUTS ,:��..' '� 2"x4" W9OU PUTE MN. T}IRSiAO REWIRED jf,, 14-10 PANLLMTE PLUS REGUNED (.}. REWRID '-`, PENETRATION AT -7j'a' O.C- W/ t 7/8' MmwNTH OF PLATE ' 1dIO WIOkti PENETRATl O 1/4'f Oct SCRcvoS 0 .. - g>AD DIRECT M0�1 NST1 '^ _.. .. ✓-_ -_'+.' AT MOMOTH Of PLATE RUT 3f8-T' SCALE 3/8.1' SCALE 3/8-1- 111DIEi: I. INSTALLATIONS FOR ALTERNATfi1tiS 8W. 9W & TOW ONLY VAUD FOR VV11t11N111NNAtM BUILDINGS WITH AS 0, OE51tJIN LOADS UP iOf4J,8, -a8.0 P•W1'. AND AA4A� A,: TI(„(/A PANEL'S LENGTH UP TO t2'-$'" �`�YL', '. "• "' • "'. 2. FOR NEW WOOD PRASE CONSTRI3GT}QN: WOOD MEMBERS TO BE SOUTHERN �: !�0 LS� • • FLORIDA BUILDING CODE (High Valcatt. Hu Ono Zone ONE NO. 2, W/ SPECIFIC DFJ TH OF 0-55 OR EQUAL. z s :2 Iy S .2020 I&TIC61 AI wYrF PQR nMRINJATtON OPIONS; ' NO 20 GAGE GALVANIZED STEEL STORE! PANEL awAnN _-_5�5� - %jr� Rr, TOP & BOTTOM MOD dt1ND8 CAN BE S( TE L>i`� --'V� GLOBAL PROTECTIONPRODUCTS LLC. COMBINED IN ANY WAY TO SUIT ANY t0 •' FL R10 -,.Ar• .---x /�� /MC 1 wTe INSTALLATION. _ Aga iw. sl mNEs K"s ... .... ••' r ✓' 1ILUT A 6NOINEEAtlNa GOIAPANY DAME n- =14 MOO- (WAR k-764S. 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EOF "*'C' - I, attaffil or ' L ' ' - '%L �;­- .. 08,0�_. 7 -J- �`. 0 4�t_:_-1, " ' ' L I — , /a/am (�) a*X3*(h1WP) ALUIA, ANQU (�) STOP BAR � .. / � L PROnCTION PRODUCTS. LILC. . - L ECOjur. — NA -F, I- 4­_­ How SX, III STREET IN I I* LONG INH it ILLu TunNo & EMatunteima OAW� I MI. , _%; ,IN 6063 / 11 :.;:!�,� A,*& (W)MA-71431 O'k OLH'Moo-m 20-176 -75 Mum, ALLOY " -'* W�.�',m ,= -Z� SO4%wwwoLmIm ,A- --2!! �Nl L_ =11-a-ILE . I � � �- �� I �1 i -1 — I- ..... ,. .- . I - - __ I ______ _.____________ ____ #j9AUAjtQH 1117E SAFETY STORM, PANEL SYSTEM --W;MLS FOR OPTI "I'll ; 1 I= - ] 'STING P&Q= LSAHMIE—OL90�� __ I I * 14" MILHORS -1.1- - -IJK- YAPGoN mown ___,w , TWCON ANCHORS TAPCON ANCkm 11:1 'iI - I 1A, , � It. � . .- ILO I a 91 O.Q � OC, . I .- DO. I �' � ,. I I j ,,, I - I L� � , POURED CONCRETE � 11�N POURED CONCREM, I POURED CONCRETE � �', � I - OR 00metm I � ��', OR CONCRETE I !11111 OR CONCRETE _� 11 � I - � I *-mx Awwoz 1 fflil ,��', I BLOCK REQUIRED , " BLOCK ACQUIRED � I ��� F_r:_ " I I Ile ,,- I ". � ,c: � j 114' ::: - I I 1/4' "I I � ! 1 , I - � � ylq�l 1 ! ��-, ,h!R,.,--- � � i_wA1____ __T I �T.mtm��_, _____ I T, --I I -I . I ; i 11 I z I � .11 I �6,- -�'� � � T �... �, I � . , � i I-, ! � � � .]I It I � I I � I f � L � � I i 11­�� � I � I _1�1 r I � I . 1, I � � , I I "I'll, � � , ; i � 1 � -,,,%,�,, : 1w, � ­­ , � I -A I 4 � � � "', I i , , , , , , I , , . I � I � 1. � ! %, � ., q %a- I �Q_ � � � � i , � . . I � ! I � : I � 1 1 1 1 _t� v � ,-(3 � - .0 I 11 � ! --,3- ) Nut - I= . - IB, I W. %PAoPMA m � I " Lo, wom 1, w A, � S� Ra � jig* - 1 , g�a 1 I _F oIlIUSLA. " � - t =16L - 1- ; ! F �- ,Aarm I 1 *w 14) � I F , I SHOM, IN 11 I � , 1 � t � 9i 'I - "', � I I I I � I i I I � I E.,,,.$j I � I h .__11� ! 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I , � � � - . � I � K I I I - I I I I R7 � ,� � I � � 1 It. _"r" I , " I I � '� ­� � � I "I" I I � ... ........ �,- , � _1�1,'� : � � ,,-,, 1�1­,,� - I ; � � � I I ; , ,,�, �, __ 4 __0 � , ,, Z, , t ,, �� , I � � CD i % i ! . E,6,* . I -l"D , I'll I ,_0 I � � 5 � - I I � � , : I '_�/ : t;. A " � I 1 , , I � � 1 i i � � V_ 6'. 1 1 � I I I ,� I k i ; , 7 - ,� � I ! - �i � . I I ; I -1 � i � : �� lj I � 1 i � i " i , � I � z d" I � 1,11 I � I . I ! � � , , ! � � 4: FC=- I I : - � I �� � I I 1-1-11.1- _J � I I 0o � 4 I I I- - 1_____A____� - - - - ------ A " ___11 _1 ---- j � , , 2 ' , , � � - !� I/ I , , go-20.314`&S, MA W/ � , - _44'*-2Q.3/A`S$, MS. W1 �j I I " _-, - - . - 10 I I � , - ("/A. AIL � 1, I , r 7. .a/3r Wm Nut 0.10 y _�yl \� ,�n� I � 0 12 1/2- Ox. 1 U132 WAG NUT WASHER � � '1,47=Y 342' WING NUT ,", __ � 11, * I � : — - ! I �� R * 12 1/1- 0,C. I tINIU. w4-v = � i I I I i I I e _114-1APITIOLIANCHORS � � � &4m � � I I � ____v41 TAPOON AN I m 111— I z I � 0 4 Ix D.C. I - _4t111* 111/1p,�DZNGHBNGRI� I 1/2- m. 1 _____4�1ozCOK 1 � � I � (SIAGOOKO W/ Brim) � (SIAGGEAED W1 SDUQ I I At 4 i/1- 0,C, -11-11-11, 11 __ 1141. SEE WaT to A 20 FOR ANG"m lym A, #040" TIM __ - io�=_;, i vWANLIFOR XMIMIDN' wo WRAW — W AINHOR VACM �-I_ A FINME autalWo, MINIMUM MOM VACROGN AND I , SHAEN EDGE DwAncE ARE *RMAM ON INS _!!!� �O" Ilemammm. j!T!!!!jp,) �_=_L_ ) SOMEONE POP to uss TNMI o1wav ON __ AA16" ,u_AM m-* 0-I I SCHIEW14 mucr AMOTIR SPACING by mumporm vMKINT. BROWN ON SCHEDULE AMK AxI om mow* foom 1 W THE PILLOW" EIMM FOR THS mmn* To W=� I - - ---r. - - __ ___I_�__ — __ - --=-,I __1 SPACING O"O"Ke" AX VRML Not - - OE = THAN MAIN PACIMO WMAIM FOR OQK AGUM TYPE ON THWI SOMED"t ­__­�.V� ,­ ­­1 --- '_,____,__$1 -.1--11-1-1 I, �w­ 1- - __ __ __ - ___ __ I -----I- - I a !�T __." __ I I I � - 11 ­1 -11 ____ — I I i, 1, g''I I,, I � � ' SAFETY STORK-EANELMMEM I I 1, I I - P INSTALLATION ��'��E'��",O.W'-'-.��'-'-','ix.�-!";�'',L,l�,,i!l,g2 �!i ��! , _RRjj m INTO EX-lifiRG WOOD STRU9AU �_1_.__-1A­­-­T1T1 - __,_,,I'_ , - - , I " , , , � 11.11. .,��f � � , ,� , - 0 -.1 " I � �, � �,,;' , , I/ -,-- ,,'- Iii �,]_ - , - , "I "' ,_ -, ll I/ , I _�_ '_� � 7, � �_ , , J r — I/rffi TAPCON 9 fi- O,C, 11, if - — - �, `,_ I I� ��, -, H, I 1 A'- 'DIFcalt a e O'C' ,5 I , i 1 _w I � �, � I ! "It/Lr THREADED , W, 1/1 P AT woo '. � I- 1 11 1 PJDAWINTION AT *660 ., I - i,j � � I , , HWER � � 1, � , HEADER �? "� : '- , -1, 1�1 - � � ;. "I I , � L�, , � �,,� - I , I , �� i � i ; - ,,, ; , � , ,� "a av , -0 . / X - I - , ,� 1/2- /,. � , , , -, � �1, j � , I ,1/4 , I � I I J !\ I /� 11 -I � , , '�,\ j f f f I " I � I -,-I "2� ' _________4 I, I- , I. " � 1, � i I � 7 WOM HEADER ,� � �, WOOD REA49 � I � I � � - -,, /� � ! _, - ,_ , M1, 'I Al SCOURED __ �, 1 1 RMUFM 7� ,--,Jlf� I : � ,� _� 'y � I �, " I ; 'L : � I, I � ��_ I I 1_071 � ­­11-114 I - - . I I I 1__R� 12 �,__ I , � r � � I I I �_t I I q : � l-,4-1) � I I ! ,I T i i ! T � W, SwAiAMN : ; 4 m QLASS I � � � ! � � i - 11 11111LE - j , � I i 1 i EXIT" ON stw to 3 � I I � I � 'A, WAKPIOU i I i I � -L. Iou� .v "� I � I 'I � � - ­_­ � __­ ­_,�,_­_ TO mAso I I PANEL LENGTH - -, — -- PAn 'mu ... I ; (m Near I wow') - ,,, 1--i - on 10f. r., (SFE OTEL�") 40 wxr HIT %/4 . IL-2041 . , , - ___ -_ I =_ I � � SIS, M,B W/ � ,_ I -----I � � - L__ � � � I ,, � . - � I I I 1/r`H,V/E"' _11___­_!11___ __ - W#. 11 _/ , �., I ­`,­`,1 v r--- - " ­;� - - - " - IN _-, _1__ �.­ 11 11 I " -- - �. � - 11- -, --- � I I 4 ____ � , i ; � I � � I � � : �� � I ; , i - -­ 1--l-i I I i I I s I , I - - - - I i I � ! � � � =�= . I I I � I f, , '01 I 1 I I I � � i I � I i � � I � I . -.11 1 i -0 � I � I 9 I � ; I � I : I I I , I � : � I I I I : I � � I I iI, I � 1. I . � I EDO.' v I p "', I � � � I � I- � I i , , , � ! � I I ME. �, �,�__III -111, -1-11--11A - , T I ,�, , I _______1_____I I I If, � I I h , '. � �', 1'� ' �7/470 It ,�13r WILD NUT I 2-.4. WOW r,hN �� � 1 i� , �i f� I Iz/aV . 3/,u, W44 Hur - � i I ,,,gw,tvTk - I k� III � vms,iEp a 6 I/- cx� REALARM " , ! � I I! I! -, _1U, to jKTOND) � 1, I I - I � , It �!, I � � I - I " � I � � �,� 14 - , , � ; f14-10 PAIRELUNTE PLUS " v� , " � I!, - III ,,,, _1 , if ,� ,,_11_­_­­I I � 1 � " . 1 I , �� 0 6 t/4 �_ � ' - '!� 1, �Lja PANIEUKAIIE " , � I -04, P79— "' I I � � �ji,' . =­_ x I � � " �� " WIN, THREADED =7& N � � � - F- , � Rfl �, AT MOINKITH or PLATE , ," � � I Al MOMETH OF PLATE ', I,� � , I __ I , I - I ___.. I ---I 2� �41 lr_­� - WALL Mffla 1NSTAI I A 1QtI T" 1 x"LA10-000"', Mwe" 2 REWILAR EANEI. I- 4 .1 , __ - - � ` SCALZ 3/8�� I" ** �� SCALE �/A.�r � E -I�,. FLORIDA '. , BUILDING CODE (Ifth Valacitv Nu . I , fth COns ZORR), am- - ._1 t S AIM "'Tipm OR. � - - --- FA = 1 44 20 CAM GALVANIZED STEEL STORV PANEL , *411 *-I .*j - t� INSIALLATIONS ME ONLY VAILD FOR 901boNGS WITH A,SO. OMKIN LOAM S--'., * i� , I �_=_,_ -:5141 - — . - �.�, I UP TO +5116 _mo AV AND PANCes LEVIER bp To 81-8, 3I � - _: > q/wotaa __j , ____ AITE Ir_1 I \ GLOBAL PROTECTION PRODUCIS, IAA;� IMTE� POR A" WOOD FRANKE WN57TRUCHOW WOW MEMMIS TO BE I SOUTHERN %,*_,.� IL E C 0 tuc, — 2� __.,zc;-�-I,_-;�� 4W 61 WIMP PINE NO. 2� W/ SPECIM DUYTSY OF 0.55 OR MUM- 'le,fAi - . vtl%�:. - __ TILUT irr . 9=0w. ftwAw PL_ =14 20-176 ­.. V , ILI,, w �I, 1010 FIRIan BBIBeo-1,_% rv� 054)""7" NNj 107 _Iow­"LM.��M"IAH AI HPI , !! , ,:,���� ~w W 11, � it sm/vuKxI`0z/"T W.44=111 . I - — Y/24 Im Nw 2 BOB" 0,0I* Aws, 1�/24 M,� T4W1tRwtv&0 (sm "m 2 BELOW) r M., 2724011 11 /24 pl� NIGHT a BELOW) ILI _ _ 1, ".`_ L! Li�_ T T III 2 'O" a EACH .. ON .Wg= �&, 1 7 DDIBRETE AN04M ': MAI, � M� !2;n- It- of - r - SOWLA— - �, - __, " (sm SCHEDULE oft 7 - - � 1BA sumoks ON sman, 29 � L � - � ,-,(�� I P I I — I A i I I , 1, . � "', = I - --- - - 19 Net - V2. r I 1 1_'&7,___..T tp- : ; _+i����_ I � . Ill I � j IN I I I --I- Um I t P, i i F, t I fl-1 i i I 01 I I I , IT I I pl, I I I I I 1 ill I I I I I I 1 '4' ! j I , � I 11 � I � I 1 1 1 1 I I ! I i � I 1` " I � � I 1 1 1 i I J� I -L AILIJILLIL11- i _11 I j 1_ j,,,� I 1, 11 H, I ,- � I i L_ - HE - I Lij-1-11t4i _111. -1111 J � � - - I.-P, _� - - 1-11 '_ I-- I IT 'IMI I totI� -- 1-1-t ' T-"11-� -I-T-T-1 tiP 3 10 ___1 - � !iiN� I-i-1- - -1 60 � , I I MU3 ( I (W PANEW 1 1 1 � sh NPle L 3� 4 11 I � i , .- ,-.a-,, , , ... I SCE &� 1T rm" au? I � I I L I I i I I I I - BELOW _H f -1 Ir I RAI I i I I I I 1� � , I I i j , � 1 1 i 14 1H I , It I [ftio i I I I AV 1 i , , 4, i I � I _�Qj � I I , 11 ,IIJ pi� 1 , . , � -Av T "' �1 I .11L - I i ,. ", 1� I - I IT I. ­1 I "r 1.1 H�)�_ lil I ! � I I ,1 wxna FAKIff 4 I 1 1 1-1 1 11 I I -1 - � ,4­ i - '0 � I � � ,,, � " � I 11 I 11 - 1j, j 11 H I, I 11 WN, � I L 1 11 I j/.v aq,/4- 03, wt 1 -1 �_ 11- j_L_j_L_L_ �� A, LLL � J_L,1�Lj_L_L 11-041SX111. I 1 i � � H , ) 2 w5v -"Wwm , I �1 - , - 11 J__ I L-1-1-11 L_ L-L- J_ W_ � I - _,L�� 111-11 � � - " . 40 I -L� I r .r 1 I I i ! ! I I F T -r, rj t --r Fri 1 44 9 IL. -, -L I - M-1- I I I I i HI - - T11 T_jjr,Fr� I ! I I i I I I ff � �Ii H I, I z - , I L & H H - " t i I � I I I � . ______ " LLI -I �, A2__4� 9-- - 2_1 ­#ANMWIT (TIp.) A ;---L-Ir_' -, - BE LOCAFM ' I 11r; ' �D i'MMI-Alg�'. ,,r, M� �,_ r-.7- —_n — AT SAW ��-P- , IN a-'r=7iEr "I DT" ELMQN EQR WOO 1 i UrF.&L-FAILSE - 11 ON 9=Z-t M I Iw"A r 3vpw . - �11/4- u­ UP - -jr 1/4' M. W - - 1/4� M- AP 1- __`,�N_/' V4,NP� N_ ����� I 11 - -- I 2� ,._�� .. aLmQ&A-_v ( ­­ 1w" bw , $Dv ww - I* - W . I I t - Z HAND SITTIM, PANEL SYSTEM CDNSWMC g NAME, + UOILS-1 TRAC4 AT TOP 6; PANELMATE PUIS OR 1�5 LOW (r,", WTOM H/ PANEUMATM (1), WXWQN_DF_%IAM_2QQG� E - 2 A" SlOft PANEL 11STEX CONSIVNC OF PLNEL � C­t. TRAtRS TOP,& BDTTOM� (2190 � FE, EBAkk ALWAIr =1 SIR __ BE CIONNItcro 10 - No WALL BY MfANS OF ILF LAND NIL / 15, tm N YN& At wmm, END PANELS (�) (ED, "MB, � A% AL161. BE C:%EXCrIMF "OWITUM TRACK OTHERMSE A STOP BAR , DED AT TOP M SHALL ac COMNECW�2L on IN/W4#13 1p ..'��.W'�l".'=a-IA'�l'k�/W(ill':Orn AS E EL, 0). IF END FAME'L.k ARE CONNECTED TO BOTTOM -14ACK, ONNECIION S =WD - 4owt. 1/4'0­200/4, MS, MINE NUT OR 1/4'9*3/4 - LONG (p AT T % .11B`M,_�I�21. or FASTENERS 'HER OF TINO q�), pan CASES WHEN Lqb FANUS� ARE UM,K)RITLY *1 IS gTTAP' AMY Be � LET END PANELS AW NOT COMiEC1W To BOTTOM Malt STOP BAR ECOR ,= ES OF END PANEL , rT-%1R`E PROVIDED At TOP OF SUCH PANEILS� (4)� IN CASETHAT END PANELS ARE NOT "D A stop w (4). FOR INSI'ALLVIONS )W" END PAN" AND SONIC INTERIOR PM04 ARE DIRECTLY IS ONLY USED LEAST T.0%1112.111ZIT 21um."Wit'; SOTwM TRACK MOUNTED -to "Ist PANELMAW-51 ONE INTERIOR PANEL USING SAM 0=1TV MGM (3) ABOVE, IN SUCH CASP, CONN,EEHO or PAN" MAY BC USED MT'L"V; 'W5')LI%C.XA r 0" k ATTACHINO BOTTOM TRACK To W�U 'TOOTTOM TO BOTTOM TRACK MITI` OCCUR ATJNY PANEL LOCXHONI� No W1 TWO PAMELMATES FOLLONING 010 SHOWN ON EUVATICK AM - /2 C,S� SEE SECTION I" v & 4I ON SNEv, 2�, SCE, ANCHOR SOMEDUL. ON SHEET 2fi, W11- PODE �f V I ma M -', ;*- =-�,- W/ NOT W-VAUED 'A'001"ols", , A, Lw I LICH THAT AWACENT PANELS %. L.FFT & RIGHT SIDE OF OR PANEL.) 4" THEW OVERLAPS RETIVNED or Ke�_n�-1!1'. . ., ,f$p,��j&,ry.�,;:'yr,xm. � . FLORIDA RUILDWO CODE (fth Velaefly IN - come Zons)l , * - 11 I i I I 1. *20110,M10:01 m rP, = I No, 4 i 67 20 GAGE CALVANIZED STEEL STORM PANEL = . --- � DRA" ft * �, Q_- �*: = -=_4�, r--,., 07124,111IM - :� 'R� STA, OF - .� 06- g __ � -1- / " CO Inc. \ GLOUL KwT=ON PRODUCTS, ttc. —mv, __ Alm".1111-sr 12­�,-jo �'D�%I_w ' 191tv!, gtw.191.0011 I, � �, 9W. F'Rom twKIIII-TAW w LotIFT"o-ow 20-176 ` or -1 0") -MA � _10.74"w, I �mwq . .11� - — - DAMONO NP " 'um ,Mk � sm"IstwarLWALLM A, Ixul I t5m It �, P-t � __* . ; - UHH, - - I-_- Startawn - ....... -A - _L."L_t_j� m,__ - - - ------ - 11 11 - IN9ALLKjQN DETAILS FOR OPTION 62 FOR LIFE SAFETY STORM PANEL SYSTEM !!!!,,��������, I'll',', ........ I INTO EXISTIN9 .... 11! ,������� � :::11111111 w 111;;;; 11111111 I ��� DICK STRUCTURES __MRED CONCRETE I'll) '';1I I I , _,__,W4'TAPCON ANCHORS -1 11 I ,A' TAPGON A"OkS 0, O.C1 I 4- B. cle, l I I 11 - I 11 POURM o=wT_ r ! ,:",." I __ � ` i DR CONCRIELF,ac " � ESFM� i I'11'� I BEWRM � A i - , I I Ile � -1 I W/4' � I I rc � I I I I-- I—) � I �1'1 MAKI-_ -,----,, ;. ", - ; � 1 ,.; ,� ; r t rD,* :� 0 '.1, � i I � 1 : �)) , 11 11 . I : I ; � "I , ,�. I � I ... � ,'� I . I � , ­'�+ -, I" I �� ', � �,­4 ,--,I �- �'. I ;,�;, _ -,\ 4 i ; I � � � I I 1P.A., i � � I � f � 9 . I I L i j, : , I I I wwAomtv t � �O III 1 � - I I � I � _u - tl- I :! � . , i 4 � x I w � � - I S-0- , r I .1. I Jr. - 1 I 13� � i � 3 I . 41 i i - ,�11_ , , zv%i 1=41 ------- k___J�" _!_,1,_,_ I I , 10 1�____ , --k-, Is � � , 4 ; � I I A t; I " - - 11 I I I � I I � __- I I � � 4 I I !_ -------- ,t i__ _'__-�__j It , __ .1- A�= I ), , � __ I __'1'1,_,__,'%1­ ­­ - I � , v �, "---- """ � - I I 1^1 Aw"", I . ;I $, W 7/r, - � l , � 3 i ; I 9 3 -1-1- 9 � � MA 0 - � --- I � i � � I � I ! 1 �____ � I I I I � - -_ --- ; 2 I � I-- '_A1____ , I 111-11 � I ", � � . � I, I I 2 I I " L I � 1 4 4 � . I I i I I : � ; i � � ­_ - , 11 - � � � I � � , , ,-r - � - , 1 ��4,'� ,U'�,��.� /f�, i --o I � � I i ­V-7-71=11 , � -0 B , , `_� , I . I I i F : � I " , 11 I ; � � ,I;L1 I� : ED,* , ��� i � I -1 I ," I , 3 � I ", � i I � , � I � � i I � �,,,�; 1 � � I I f I "I ��/ 1 �4 i , i � I � I I i I : � - - - - - � 1--l-1-1-1--i " �' " ­_­__j11_­__1j � i: I "a" � �', , I - � ' i ; -, , I 7-, L_ -1 � � , - N-1010 RANELMAX Pws At/ , _�� 4;10-. PANUAI.TX III$ W/ . - v . - I- III, 11 ,# , I WWO NO LIMSHEIR 7/6 - 3/,W WIND NUT WAI§Lm ` 0 6 I/-1 OX : (SEVOND11 � i 1 I- �boupw comeRm . - -9-r-woo.wrOCK OR %bCK oww"C', REQUIRED , wummiG-- ml-j��� #__REQWA&YAM SO" 3/w-f- _01±11.111111�1?06_ SCALE a*.I' SEE BMW to a 20 f0A A030% HIT & Momlm SPAONOT too *WALIAT&S INTO WEDCL --- _mKw*w.0N nowsam. W MINIMUM ANCHOR SPANNOV " "HINDU ENTE 41590101 ARE MmakTo 00 ILE; ­;_ I M. �., = SCHEDULE FM " LMRM INIMCATED ON =4*4 I smima REDUCE Holm SPACING BY walftv,w ww,m Soo" 100 smaILAR4 __!� _ __&=- �ftpft ZEN w IMF POLLOMma FACTOM FOR Pos OPERAWK v BE Fesseur. RED= __!� ___ '-!P-,- SAIMING ORIAM WING M70q = at LoBS IMLM MWAALA SpAcm _,_ __jL�j��. fop VILOR *CAM T,w ON T-A SCHEDULE _____ _311 - I I I --- 4 Ilr - 20im N= YAM "_ 0" $mw z#aL_m= —1 I E-Z HANG STORM PANEL SHOWN 00 THIS PRODUCT ELA"MN DOCUMENT (P,E,D,) HAS BEEN VERIFIED FOR COMPLIANCE IN Ri) ANILMUM MIRLEDNENT OF TAPCON ANCHORS AND PANELMATE FEMALE fD & PANEULIATE PLUS INTO CONCRETE ACCORDANCE wpi THE mo (IRK wqjON) OF THE momak BUILDING com BLOCK SHALL a 1 4�14-� OCSION WIND LOAM SHALL BE OCtERMINEV AS HER SECTION 1620 Of THE ABOVE AWTIMI) Cost, 642l "ARIM EMELMUM OF 1/4-0 X 714- CAUL -IN ANCHORS, SMALL, BE IS 1/8- LARTO CCOCRE- , , ,E� MR A WIND SPEW AS REQUIRM BY 71,1� 4URISDICTIC04 WHERE 1�41ESE MRS W AL D NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. , r S� MU�O,A ,EWVZ FOR A DIRMNONAUTV FACM Q-0-85, QVING AM 7- a.) 1/4' 0-IN) S$ SCRUMILK BOLTS UW_O SHALL BE LORD CNQUGwt�HOULO ANY FM--* MATEAIAL EXIST) TO DOPEN '09SSURE RATINGS NWAM ON SHEETS ZA * 20, mme V41 two AMONG", IN ORDER TO VERWY THE ABOVE CONQTLON� U49MATE DESIGN WIND WADS DETERWASO PER AS" �-Ifi SHALL OF MIST RODUCED TO &!SO� DESIGN WIRO WADS 13Y MUL"nPLYING THE EU BY 0.6 IN ORDER TO S-1) IN CASE THAT PRECAST =ME:, OR PRECAST CONMETE PANELS SE FOUND ON THE EXISTING WALL TO COMPARE NESE W1 IKM QkSI)) 0.5" PRESSURE MIRICS INDICIoED ON SHEETS ZE & 26. ANCHOR$ SHALL BE LONG ENOUGH TO WON THE- MAIN MUCTORE SJEHINI� SUCH PALPIELS ANCHORAGE SMALI BE As MENTIONED IN v) ARB IN EI IN ORDER 10 VERIP! THAT COMPONENTS AND ANCOM ON THIS PXU. AS TESTOD NOTE NOT DVER STRESSED, A S� INCREASE IN ALLOWABLE STRESS MR, MAND LEADS WAS SM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS SEEN DETERMNED IN ACCORDANCE WITH KC,3� 2015, (C� ANCHOR$ SHALL BE INSTALLED POILOINING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THC ANCHOWS MAM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN NIMAPIED IN ACCORDANCE oM SECTION 1626 OF MA,RUFACTHRETE THE ABOVE MENTIONED CODE AS PER PEAC50RCION TESTING LABORATORY, INC, REPORT # 202� AS PROTOCOLS TAS-201, 17 IT SHALL RE ME RCSFOWDENUffir OF THE CONTRACTOR TO 'VERT" THE SOUNDNESS OF THE SFRUCTURE "ERF SHLI TV TAS-20 AND IIIS-203, IS TO K ATTACHED TO INSURE PROPER ANCHOPAITC, THIS SHUTrER SMALL. ONLY BE ATTACHED TO CONCRETE, STOCK 1 ThtS SYSTEM HAS AM DESIGNED TO Dt tAWALLED ON THE 04ISM OF THE OPEN94 ACCESSIND TK OPENING FROM TME DR WOM FRAME SUILDINCS, INSIDE W/O -THE USE OF A "ODER OR LIM INS APPLICKNON IS V" WHEN INSTALAIGION IS (MMSM TO BE PERFORMED 111. THE PiTTALLAITION CONTRACTOR IS TO SM/441tu, ALL SHurrm CwKwNT Mam WHICH REMAIN 0 CONTINUOUS rRom THE INSIDE Or STRVCALRE� CONTACT wrret INT aLkPINIT 10 PREVENT WwO/pjmN INTRUSION, CAULK AND SEAL SHUTTER TRACKS ALI AROUBID PJLL 1 SERIES IBM INSTAWATON 0 APPLICASLE TO SJNOI,� AND POUSIX RUNO STYLE "MOO" WN04 INSTALLATION IS REQUIRED NQ SE -IN&TH, I PERMRMM FROM THE INSTDC or SNNICIIAI� IA, STORM PANEL I'MSTAILLkILON -94ALL COMPLY WITI, SPECS INDICATED IN THIS VWtAO PLUS AW BUILDING AND 'ZOWI144 4 REGULATMS PRO'LoIDW BY THE .AIRESDIVION WHM PrRART IS APPLIED TO, c SWES mo INSTALL6FOR is Appmaw-C To SR40LF AMID OCRHAZ HUMO AND LLORIGNINTAI, SLTDM,$ STYLE W0000 WHEN INSTALLATION a ACOUIAM To HE FMIORM90 MOM THE INSIDE OF STRUCTURJE I4 AUNUM WINDOWS AND DOM, INC. f - Z KV40 STORM PANEL SYSTEM" IS PATENT PEMDM� - 15, to) THIS MOM VI&LOITION DOCUMENT (RE,D,) PREPARED BY THIS ENGINEER IS C IMC DOES NOT PROVIDE - ALL ALUMINUM ErNuSR)NS To K EG41-TO ALLOY NO IEMPM- fuNLESs oTmERWr.0 MOTEE) 0 AND INFORBLATION FOR A $ITE SPECIFIC P90JEC', L4� WHERE THE SPITE CONDITIONS DE041E FROM THE P_F_D. 6, ALL ALUMINUM BMW METAL USED 0 CXOSURES SHAL, IMNIE 310S-HI4 &LOY, 1 I 7� ALL STM SHM METAL RANDS SP.V,t- KWE STRUCTURAL DAUM, STIES- ASIM A-01 ORADt 50 mi.�. GALVANIZED STEEL THIS PRODUCT BASED ON THIS P11- PROMOM HF/SHE DOES WIT DEVIATE FROM THE CONDITIONS DETAILED ON OMONATION W/Fy_ 5&$ "I (Arm ROLIECI� THIS DOCUMENT CONSTRUCTION SAFETY AT SHE IS. THE CONTRACTOR'S PESPONSIBUTY. - I I I 50318 IN/ 50 IK IELO STRENGTH #40 90 ke, TENSILE STREMRqMIN�4 III COMPLY W/ FLORTA, WILDING, CODE SECTION Z4IT,3Z_4 (d) SFM SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA "CLIRIM ED ENGINEER OR ARCHITECT AMICK WILL 9, BOLTS TO at AM A-307 BALVANIZED STEEL, OR ASSI X4 SERIES STAINLESS STEEL, WITH '-IS 4II0 VOINIUM Yfw SMENGIM. BECOME THE ENGINEER OF RECORD g,O,k) FOR THE PR(MECT AND "O WILL BE RESPONSIBLE FOR THE PROPER Um or THE P.E,D. t - TLWG AS A DELECAFM ENGINEER TO W, PE,V, ENGINEER, SMALL M ANCHOft TO WALL SHALL BE AS MuQWS� SUBMIT To THIS CATICR THE 5RE7 ,SPECIFIC ORWO,XIS FOR RMEW (4) m-mmusa-mam-mam (-) THIS PE.Dr SHALL BEAR THE DATZ AND ORIGINAL SEAL AND SIGNATURE Of YHE PROMMONIAL ENGINEER OF - t/4`0 TAPCON ANCHORS AS MANUFACTURED BY ITW, 9VILOCK., INC� �MIIIL Pb-41102 P,tc) RECORD THAT PREPARED 4, - 1/4' 0 X 7/1` CALK -IN ANCHORS, AS MANUFACTURED BY DONALT INC, IMIN, I't-10% p,,I) 16, , ",AM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY *SiBLE LOCATION AT STORM PANEL N - #i4-IO PAMMMATZ FEMALE to t PANUMAXII PWS AIRCHM� AS MANUFACTUALE-0 BY EtCO CON'StRuCTIo" PROCUQS. ACCORDANCE WITH SECTION 174BB-3 OF FLORIDA BUILDING CODE, (WE AAM SHALL BE PLACED MR M,RY OPENING. (f'4�34w P-01) LABELING TO COMPLY WITH SECTION 1109,9,2 OF THE FLORIDA BURDHO COM ki) MINIMUM EMBEDMENT OF TAPMN ANCHORS INTO POUREG CONCRETE SHAU, Et 1 3/4" AND e FOR PANELM0,TE FWAIS 10 a, PANELMATE PUUS� 0) MINIMUM PATEDMENIT' OF T/4'k V 7/8' tkg-?N ANCHORS ISMAILI. BE 15 7/9" INTO CGNCRSn:. NO EMBEDMENT INTO AW FINISH VATMW SMALL BE PERIATIEEL, 1/4- 0-20 SS SIDEN" BOLTS TOILED SHAL St LOARI ENCUOH(VROULD ANY FINtSH MATERMa. EXIST) M ENGAGE 3/4. INTO ANCHO", Anflopt - _q, !SI, , A , ly� AJ) IN CASE THIM PRCCN% STDNEI PRECAST WNCWZ PANELS, 00 PAYRS BE MUNIT ON THE 04STINC WALL OR ,405F. _.. P; % , . . � '.. � PLOD*, ANCKORS VAIL BE 10 REACH INE MAIN STRUCTURE SI FIANC,S, 4, ` CEN4, .k LOW ENOUC4i SUCH ANCHORACE SMALL � ,L)L , ,*k. � r -%_ BE At MENONEV IN A, I) AM IN A,2)- J, , No, " I g � 44167 . ; S ka):��, s *: * i*e I - I - 1/4- 01APOUN ANCHORS AS MAINUFAC7LIRED, BY ITIN, BUILD". INC, __ . __ - . , FLORIDA BUILDING CODY (HIgh VaHNIVNy 1�4u ca I no I 200.)j - 1/4- I, X 7/�- CALK-04 ANCHORS, AS MMILIFAMR0 BY DIDNALT INC, (VIviATSW ,1,s,T,' , , I F-fl, __ #16-10 PANULMAHE FIDA.tr 0 #0 PAAMNAIE PLUS ANCHORS, AS MANUFACTURED BY tLCO CONSENucTiON ,..--P/ ,�'..�, 20 GAGE GALVANIZED STEEL STORM PANEL met, vp , - - - - PROOLICTS (I'm-2011 PAL) - .111, - --- " OAM I ) �� / I I L I F. C 0 , ..' \ '"SAL PR0T,E,a,._0,,N PRODUCTS, Ur- _-"'t AmB, �M r. � A Rac BLBqm-,^,w ("'ptoo-em 20-176 ,-_ _�I � - �_�­ 00719 - - __!n!_ P4 1 - ­ - ����_ 1 MUCT V of 2s Ukl. ---= , I I - INSTALLATION I DETAILS FOR RIES 2000 AND 1000 E-Z HANQ_UM f!ANE!L (1) INM_ ED-VREQ- C 9NCR En OR CONCRETE BLOCK , 0-AMNIT mr,114" ��,,', == " -,� � k� it-. I BE 10= 4141 � ��,­ ,)� Xxwm,21�w `�,�' 4 - ow 10"'B"' ,---,O, I i V­,4, 10tom,P, ,� W -� - _ A - ,I- WIND ft) I AD r, ,�v - .W., 0) , - - I, I- � IA . ­17, Wri i�� I M-9P - 11 - I _ _t"" YVAI'M, ---\ 0 I ow"4 "" ., " - . � , f, �Ie I' , I � w 1 ja� 7 0,,-�� — � I "III ­,;�­,� - rA ax, I "R -, 1,4'N' " I t 4 I;, k" ��11� ___v I, - , I T"1111 iz :�� � t 1�kl'.` . mtem. . J Tj t r-_- 0-1 � MW .m , auaLt r . �a*_2& ----,I- I I'll, - I'mv, ­1 + , , -,,I T_� L_j I �­__l --J-.-,- I ,�� I " � ,�, -,-,-,--------- \ I I �A 7 " 76 L-I I �,­, ---" ,,,�� I 11 � L , f I ,�� I � - .IA- ___c5 � J.-E - - a w1m** & - I 1 7_05 ! � I .! I - 11--l' I v i I i I I __11­ "I t I I I FUIF ; �j.�Zft I 11 1 1 i i � I qmt 5 I I f__0 k ; un'.-F."m 1 � __0 ­01 . . 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" 20 GAGE GALVANIZED STEEL STORIA PANEL - am"" I LL11 -Tb,-,;= QEE&L I = , == , GLOUL 'N"'N"'e' Be , — PROTECTION PRODIUM LC. . SCALE., I/r - r A r VAX you ") IL ECOitm .w Be., SMIEV - I & 0 001ormy WAG, PL ilol.(W)w " AV;,P�. How Mm-)wp-,WLI'Am, -wo; 20-176 1 'A �m:.;=Ml W,_'w-1 PC SCIA./mmArtme/wE 0�0%719 _� MILLER A&& t"Ox ---. L��������� 11 11 11 Im i ���� I m -1--# a) a) c- C/) -a - F13 > 0 Q) c- '+— -*--I 0 = ­0 CD L_ a) a) L_ CL CL c 0 0 L_ = .5'.4 cu ... I C) -0 Iw -Ii.-O r, (n - (1) -6-0 C (1) =3 _0 0 cu 0 0 - CIO "o — cn -0 = 0 s_- L_ 0�. = L_ �2 Q) 3: M c= 0 0 __ -I-- %%O L.L ,,- 0 — cu > . cn — In CIO 0 CL = �— m -0 '402 .C= w U) ca. < I 4 w mi ____ _', = - \\ c " � �% s ).- C11*4 c ;; 4= , .� L" C= _< C3 L tL JE = :z " = - � = to - zl� .00� '= ff .1� _0`1 -; �! .T cc = , "I -= C14 �=, " �< 4! �� -E, :z _a! w -',-' W Ca 0L = - E -- = :. = a) C, .= = -:X = u �i: m CA .= = .= -5: U w - OD 'a - GO E: C.) - 15! c/) ,4.-, L. (1) (D cc'-) IN . U) :D m > 0 L- U) CL CDL < a) ,6-j 0 c— =3 -0 cu 0 CLL 0 a) 0 L. U) M L. 1cmn :D w 15 < ;z z < _j 0- I SHEET NO. SH 1.2 ___�, ^ "*%I— - -+.- a) a) r- CIO -m a) .4--, _0 > = 0 = Ld) 2 - -o ­1 ------ I,--- - ____ - - __ (1) 0 0 L_ INSIALLATIOL OETIAILgi FQR MIES 2009 k 1 999 E-,Z HANQ STORhd ,EAbIEL (b ___1 = ca - -0 0- . INTL) EXISTING W9012 STEP-CTURE5 9DffR&_s= �C) 19-!XSRNQ-t%U-MA,-'?QZCIL-omm,a---.O.'&Atl--; (D I I �I�MIIOFT�PAMM DOCUMENT (P E O�) HAS BEEN VERIFIED FOR COMPLIAlt E IN ACCORD - i/4-0 TAPCON ANCHORS, AS MANUFACIURED BY I IW, IBUTLOE�, INIC _6­0 MAXIMUM AAD QMGN PRESSURE =NO (11.2.1f.) AND - _r_ �__ - lt��MA9��� aftosl C ANCE 0) 15 -�!& u) I - � � 1/4'f LAI smf* 0 r ox. ." L_, I .� I .1 MTN THE 2020 (7th F.DDON) OF THE FLORIDA BUILDING CODE THIS STORM P-14EL SMALL NOT RE INSTALLED AT HIGH - #14-10 PANEIMATE FEMALE 10 AND PANELMATE PUJS ANCNOFTS.. AS MANUFAMRED BY EICO CONSTRUCTION PRODUCts. - '- - I L' ��, 1 1 1", THREADED PENETRATION .�r . VELOCITY HURRICANE ZONES (M"-VAO1E / 980NARD COUNTIES). 1/4-0 LAG SCREWS PER NOS C =3 M U) =RESPONDING MAXIMUM PANEL LENM OIL: SCHEDULE - 7 =tr:. __ - , . _ . � 2"TO, wwo - � I TO wow "CAM �, E 1/4*0 LAG SCREWS a e' O.C. W1 DESIGN WIND LOADS SHALL K WrEFAIRIED AS PER SECTION 1600 OF ',RE ABOVE MENTIONED CODE, FOR A RAS4 - 7/16-0 � S/B* WOOD 5USHING, AS DISTRIBUTED By ALL POINT st", BOLT & SPECIALTY CO , � . = M -_ _. I, ,­1 REwwo C YAM I , - I 1/2- W� THREOur.0 PrImow. - , , i "R 0. EDGE I 1112, MITI T,w4LNW ParIPATION SPEED AS REOUIRM BY THE J1,11IMICTION WHERE STORM PANEL INTIA BE INSTALLED. ANO FOR A DRECTa,4IILITY FACTOR MANIUMM A.S.O. DESIGN MMEE RATING (a.s.f.) AMA ;Q8=E09jN9 MMIMUM ANCHQ - - �71 "', - - - O. -C -1 �4 FLAT I (D -0 0 - I-,- !: i 11 , , . I I 1 7 . To "w"ie WCOV w-ADER KO.O.85, USING ASCE 7-16 AND SRALt NO EXCM THE MAXIMUM (A,$O_j DESIGN MEMRE RATINGS MIXICAM ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAFCCW ANCHORS SMALL BE 1 1/2' AND 2' FOR CLOG PANELMATE PLUS FOR SERIES I OOD12000 E-2 HANG STORM PANEL (D SYSTE I " -TO 045TWO WOOD MEAOFP� , , I L � � -0 -0 , :�:, 11, , I ,. , � -_ 04z­q� OT4,1, S*5� , I .� I // � � , SUGING SCHEDULE FOR INSIAUAMNS INTO Q%0EjE & CONCRETE W= UNUM 6 , � - - M[ , L) 19 IA. END or I L ,, . -11 C: 0 0 -= W - - � - __ �� ztw ,,� �­T ­(�)(A�A, J1.40' SAAS . Q . ", I l", ' WOO IN ORDER TO 101W THE ABOVE CONVATION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-14 SHALL HE FIRST r� 'i &"-Q= _J�,E 1 � " � L, , , I .1% A. US L 319THRUJI 12& I?, Ia. AND PANELMALE FEMALE 10 L_ I - - - ", 11 . - - ___ I , REDUCED TO A.SO DESIGN PKEStURE AADNQ By MULTIPLYING N IS a, 0,6 IN ORDER TO Cohwmt� Tsm. W/ mAx (AS O) ") MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FIIAME VNrF SHALL BE 1 1/2". NO THREADED I I ---- -,-- I , " . , k " , � i #14.1- SAIL DESIGN PRCSSWE RATINGS INDICATED I PENETRATION INTO ' STUCCO SMAU RE CONSIDERED AS II MAXIMUM A,S.O. --- � I � I . I I I 4i END 8 0 IN OK)EP TO VERIFY THAT ANCHORS ON IMISS P.CV. AS TESTED WERE HOT, OYER STRESSED, A 331 INCREA� IN ALLOWABLE , 0 LL - .%%.-" ' _Z' WMIAUM SEPARATION I "VAN ANCHORS SPACING FOR E, IL - II I/?' - APPLICABLE TO " P., ,�n - I - I � I - HE - - O.I) MW1MLJM MOE INSTANCE OF LAG SCREWS, INTO WOOD SMALL BE AS INDICATED IN NIS DRAWING CC ) I, nm TO I TAPCONS I CALK-W I PMEIMAIt nMAUF W I PANEEMATE PLUS MOCIAM PANEL , , " t, X , To EXISTING Now -DO, STRESS FOR WIND LOADS WAS SO USED In THEIR AWYSIS� FASTENERS SPACING ,TO WOOD HAS BEEN DETETWINOD IN 0 0 -z . YEY � - -1 ­ - (D , X, ; i , 1, !"I:_ - = 0 �r. . , � , I , I � I(- X , , l;I t ,� ,__,, ,;rLAG S 0 V O'c, W/ CONDEL $=Dms 4 a " , " i� r , !,,�� , , � ' ' J­ ' ' =N""N. _ I O, L, � C I ,. I - ,*w PRESSURE � ANY COMBINATION I _ . w"40 14M 8 V=m - UO 0 := I', V, '. i TO CONCRETE C JT0750� Or THEN LENGTH ,I* III,) j -­ ____ I i . ACCORDANCE WITH N.OrS. 2OFEV +6610. -75Z -70*QR U­�ss - 2 911s, i So . a i T NOY,T1v01.,i �, � � ,SEE DIJAIL 1"2. . SWPM PANEL'S ADZQUACY FOR IMPACT AINIC WIND RESISTANCE HAS BEEN VM'rKD IN ACCORDANCE WITH SECTION 1601I OF E"4) WHIMUM PENEWTION OF WOW BUSHING SHALL BE "' i/4* 9-20 SCREWS USED WALL BE 1 1/2 NG MINIMUM m ,,,_ m Lim . I I L_ ; LLL � T W 0 > . I I I -ilk "W - 3/ 16' .- POP WITT A cv,,, 1101" .. III! I , __It� I I , t SJ4,S. ! THE ABOVE MENTIONED CO E AS PER AMMCAN TEST LAB OF SOUTH FLORIDA REPORTS fMI4.01-01 AND #0219-02-09. At SHOULD STUCCO EXIST, AND I� MINIMUM FOR WALLS WITH No STUCCO .4 - - 70' OR LESS I ' N/A 12* N/A 12' 1 NIA V & 2' �W) � I *yMvwvTrN 0 EA6 M OF 9 -, IAS-20 AND TAS-205 PROTOCOLS� NO AS PFR CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16N OF THE . .66.0. -75.3 CT � IZ-99 & AM E 3,50-02 STANDARD% AND AMERICAN TMING LAB I I 1-10 AS PER C,5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOOND ON THE EXISTWO, 2 7/1' 1 SOLID . 1'* 1 To. . 1. a � WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STIROCTURE BEHIND SUCH PANELS I r w . 1. S' 4 1 A- 1 --ill FLORIDA SU"ING CODE U) a) " 1���901&0-11). ��- 11 -- - ---r- I ,,, .I (RI DETAI 4, -II-0 0- ' MrPANEL ' OVDILAP & HOOF OF PANEL LENGTH 3. - 1 14ME IA �� O' I ANCHORAGE SK41 BE AS MENTIONED IN C 1), C2) & CA) U) Ur&F;6t�-20.3/4 _S A, WINGNUT AT SOTICA ,�$S. M , 12- '. ,� 1. t IS. '. - - i __0 � _f ­­_­._­­ _--_- - 11 R0I`I`*IED NS 10 W. ISOW-76 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEC SHEET 2 . - I P M (D E] ____ - ! - - w6rl;�'0`1�, , - --r- - I - 0,005 N ' ,10) ANCHORS SHALL BE INSTALLED PIZILLOYANG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTVIkEft, = cu -1--f - I 1� 2 AL. ALUMI UM "I'MUI I NIA N/A NlA _�I/A 12 1/2' III 2. (BOTT I - ; 9/181 0�, ,-raV 1 5 - 3L ALL ALOMINQU SKEET METAL USED AT CLOSVRF�S WALL NAVE 3105-H)A ALLOY = A __ OM) P­20.1/.' W W� -paw V -ANOLS MAY ALSO BE: INSTALLED HORIZONTALLY FDLI "TION - -0 - U) _ ___ - - ___ SEPARATION - 101:z 9. =�A/32 1HROUCH 5) EXCFP'r THAI HEADERS 0 &a SMALL NOT BE USED - ID, - 10 CLASS. NUT 0 - 1 7, N/A 6 1/2 1 N/A 4 112, N/A 1 4 I/2- NIA to I , 2 , __T_ f ALI SYCEL SHEET METALL PANELS SIM' FWA 1TRIXTORAL QUALITY 11W_ ASTIM A-653 GRACE 80 IL . 0- I D . "CEL _75_3�� __�/________ , i"�] 8 r -OWING INSTALLATION DEFAIL5 SHOWN ON SEC I THROUGH 6 I5HEM 4 � I . NIA i 12' kv I (D " __ 70' OR LESS ) Is', M. 1,2 4 3. (TOP) - SI= 1 r1s - (JT- , - WIN MUM 60 GALVAN ZE - O�Az I Lsl*-; rll-.`1�1_ � 12* D.0 I � SIUL Um"MON, W/rr� 92 2 "I (AFTER KILLED)- 9 IT SHALL BE THE KSPONSJSILfTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS To BE , � - _�_(-_01T-) L L I - - __ _1 i ,/�'.01/:I- - To MAS$L 5 ALI SCREWS TO RE STIMNUMS STEEL 304 OR 316 AdSJ SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN SUILDINGS. ONCRETE BLOC OR WOOD FRAME ik 12" N/A , .�r mw 01-19,AI, � I ��­&E�,A- a 9 -=- 5 ATTACHED ,O INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO C , K _j_ _ 12- N/A 9 I /Z- N/A 1 9 1/2- N/A I . I I - __________T_ 11 .@ 2 1 � 500�� 101 50 k.li YIELD STRENGTH AND 44 iPsi TENSILE STRENGTH ANO SMALL COMPLY W1 FILORICA BA111MG CODE SEC74cm - - --;/ . I. - I � BE M _N */ � I "M - 211 1 J., 12" N/A 12' N/A j 12' A�12' N/A A, (TOP) I __ ____ ­ . - � - =_ -.101 I " . 10 EAqi REGULAR STORM PANEL WITI4 LENGTH$ OVER W. AS PER SE17RONS 1. . I ------ 7- - : i R 1 2, 4. 5. 6 AND ALTTI*IXnVES I W, 3W At 4W ON '. 17* 0 1/2- 11" I I 2- 1 It. 4' (BOTTOM) f '�j d TO CLASS, EVERY Dvukm j i EVERY OWI,W k 6 SHEETS 4. 5, 6 & 7 RESPECTIVELY. SHALL HAVE A UEGIBILt AND READILY AS EILE MARKING WSTRUICTINQ OWN CC OR TIWANT TO �_,',_ - i I I i I Ig I w- : I /1 9 I -,-- - -----, Ill BOLTS TO BE ASTM A-407 GALVANIZED btEEL OR MST 304 SERIES STAINLEMS STEE1_ WITH 36 Nsi MINIMUM YIELD STRE140TH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING i i I . il- i­­-- - - 9 j *UIATED TO 66.0 P�J� ASLO. DESIGN PRESSURE RATING rll-,� --A- -L� W! " l 11 I P 7 A8040kS I'D WALL SHALL BE AS FOUUOWS� I I, THE INSTALLATION CONTRACTOR IS fj SUL/CAMK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONIDIUCAU'S, rOWACI WPH � it �§ , I I i 14 BUILDING TO PREVENT WYNG/U�, INTRUSION � 1.� I 11 I ! � - j (A) In _wx= " I I I � a . �� �11 ...., , i I .4 luam"C0w= I I , �­� �� 10 e - V4-0 TOPCOAT ANCHORS AS MANUIPACTkIRED BY IT,W SUIU)EX, INC, D�, 1'­�ItD2 P,.,.,) 12 STORM FARM INSTALLATION $%N,L COMPLY *1114 SPECS INDICATED IN THIS GRAINING PLUS ANY PJCp4NG AND ZONING, AtECULAUGMS I , 1 1 Asa SHEET lis pop ANCHORS npe III SPINOPIS PON INSTALLATIONS INTO 0000, + REQUIRES MPa, CHStAROF BETWEEN BOTTOM OF PANEL 4 FRAME VALLOOCk AND Q TO BE I � I , , I i - i u , i PROYTOED BY DIE JURISDICTION VMERE PERMIT IS APPLIED YO, 11 Ile ILTJI/2- -1 I., SCHEQUI.E. FOR E O. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR EPACM r.v-1 m.� , 7, w- ­t­­ .- I I - - F14" 0 . 7/B' CALX-IN ANCHORS, AS MANUrACIURCD BY CIEWAO 94C WRIMIN MOM SPACINGS AND MINIMUM EDGE OWANCE ARE INOICATED ON NIS - �� ­ - I/Vii , -3/4� VAK)-SET ANCMOAS� AS DISTRIBUTED BY ALI. POTIT SCREW. SOLT & SPECAFY CO, - "' 'I� I � 't , . E § R I V I , BY MULTIPLYING SPACING BROW ON SO4MLKK By THE FOUPAWD FACTORS. FOR A ,'-I ,� ,I - - , - I I , § I - I (M. V--Vw P.II.I') � 3 (a) THIS PRODUCT EVALUATION DOCUMENT (P1_O) PREPARED BY NIS ENGINEER iS GENERIC AND GOES NOT PROVIDE INFORMATION 1-1 _11� u 1 1 " FOS OPOIATION TO RE PMWML REDUCED SPACING WAVED USING FACTOR CHOU I - , J:�� � f I li . - 014-10 PANIELMATE FEMALE 10 * PAN-ELMATC PLUS ANCHORS, A' MANUFACTURED BY FLGO CONSTRUCTION PRODUCTS. FOR A SITE SPECInC PR=CT, ,� WHERE THE SITE CONDITIONS DEVIATE FROM THE PEG. -END , ­_ I" r__ ;7V­0,I: : i 11 I, .1 - 1/4's ZAMAC NALIN ANCHORS, AS MANUFACTURES BY MWALT, WC. (bI CONTIRACTOR TO K $MSPONSIBU! FOR THE SELECTION, PURCHASE AM WWALLADON INCLUDING UFE SAFM Or THISS PRODUCT ACT BE LCSS THAN MONALIM SPACING FROWAYM VCR EACH MOM TYPE AT I I I , - ___ _ -1 - 1 1 :U BASED ON THIS FED PROVIDED HE/SNE DOES N01 DEVIATE FROM THE CONDITIONS DSTAJLF�-v ON THIS DOCUMENI _&2= IV. I . - ____ ­ ­­ `�=,_ - - -,i , - -� A 4) MINIMUM EMBEDMENT OF IAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2" FOR a_C0 PANELMIU, 1/4'. I/r. I - ,,-I-- -1 AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPO OUTY !/�4� �. + REQUIRES " I I , /4 - DISTANCE BETWEEN BOTTOM OF PANEL s1__ I - *-mv., .,54p, /,,-I, -.t_mAFE FuAAE o I '.. __ - : Tim __ - - _ , I . I - I 31 I " ANCHOR , �r,7 ­­ [�'_ -f- , r�--l'or-2ww .s umw PARDAINIK "ANKLAMIC MK- - .,f,. 3/1 S' - VELMATE PUJS W/ &�7\_ -1/4' FOR ZAMAC NALIN ANCHORS, - �mmp_ PUS � -I M.� ;, n" NOTE IA a -Owl - - 0 IT - - PENCMA!.104 12 Ilr 0 C ­1 W Nis PRODUCT rVALUATION DOCUMENT WILL BE CONISIDERED WALID IF MODIFIED 16, MIONCIR WARM III,.) 3 � 4 2 ,/2 t/4-Ii w VIS 0 S, Cz. w � � I -D CONCRETE ECK M �t 14 LAO ,& �_Wj;.. � � L Qj_ , 3/4 k2) C&K-114 & SCUO-SET ANCHORS $HAL HE EEMSECCED 7/8 INITO DIE FIGURE NO - ON INTO . jPeUNYPWY�-T,APPPA DO) 3 3 A 3 Z,; uhr "EASED PO4MA * C"'WRID I I ... �_ ;4 , I , -i t .1, - ­t_ , ,A I j- STUCCO SMALL RE PERMITTED. )/A' 0-20 SCREWS USED SMALL BE I 1/2� LONG MINIMUM SHOULD STUCCO EXIST, fd! SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLOROA RECISIERED ENGINEER OR ARCHITYrt WHICH WILL BECOME THE - 101, 1� __ ­.��_­ It I AND I* MINIMUM FOR WALLS WT14 NO SF,JCC0. AND MAY BE HEADED WREWS OR ALL NRE-ADED ScRv*S W/O HEAD, R THE i.III (E 3 , "T , " , I , 0 M"F"` - --, 11 =W� -A MOM) 11 L, VN.1�111.114' M015c / 7118*W/1111 BUY WITH WINO NUTS PROPER USE OF THE A E;D ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE � A�Ie FIAT OR ON � I ENGINEER OF RECORD (E,UA�) FOR THE PROJECT AND WHO AMU BE RESPONSIBLE Ff) ji, PEwm4wwv"4Vv WALL _mOuNTJNQ , . � 11 'r *INEER, SK #0^ EA Q EA" . - . I i P1O ENG 14-1 SUBMIT 'TO 'MIS LAFtER THE STE SPECIFIC DRAWINGS FOR RWCW� -w INSIALL09h I ;Qz Aw 1 \ , m 2 ." _,1".LAr SCREWS a f �& 1t_T,i_. - % A.S) IN CASE NA7 PRECAST STONE. PRCCAST CONCRETE PANE1.5, FINVERS, STUCCO OR WOOD BOARDS OF FOUND ON THE I L 1/2 MI. NNEADSC I I;*Vt= " ON _____2 _11r_ W" PLATE I'mm ALT%"!;'�q I I . .10OROT14 Of PLATE EXI"NG WALL OR FLOCA� ANCHORS SPAI. DE LONG ENOUGH TO REACH THE MAIN STRUCTURE DIE'"!) SLCH PANELS (t) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL 511EA1 AND SIGNATURE OF THE PROFESSIONAL I I J.'r - I FLAT OR ON EDGE I % I - MI'L .`,,-" NOOD RES ENGINEER OF RECORD THAT PREPARED ff r I jw I - ON - , I P�Ir PEOIANUI, fuIll RAT OR ON IGIOF ANCHORAGE SMALL BE AS MENTIONED IN All AND IN A-2). lk SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATEC ON A READILY VISIBLE LOCATION AT STORM I . .'I . +:��_ "... I - I ,Lj ALTERNATIVE 1 IV . 11 . lww - - (8) 10-pa53WA-Cgw.wx--�AX&-*4&-&Ik-C---M PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709S.2 OF FLORIDA BUILDING CODE, ONE LASEL I SCALE ,/&'-I* , � .; BUILO-oul M NTING - 1/4- V TAFION ANCHORS AS MANUFAVURIED BY I I W BUILDD., INC. SMALL BE PLACED FOR MAY OPL74INC L481EILING TO COMPLY W44 SECTION 17C99.3 OF THE - - 11 _ ,. iL � UNTINO I - 11-V 0 . 7/8' CALK-N ANCHORS, AS MANUFACTURED BY DEWALL INC- FLORIDA BUILDING CODE. &=- , ­_ � r, go ALTERN&TM A" - 1/4" X -1/4' SOVU-SET ANCHORS, AS DISTRIBUTED By ALL POINT Scom, SOLT & SPECIALTY CO, , _< - 0 I Illiffil, W0111 $Npq I INSTALLATIONS ARE ONLY VAUD FOR SIAWTICS WoM ASG, DESIGN IOAOS I , , IIJSTAUAWN #14- in 14WELMATE FEMALE 10 AND PMCLWATE PLUS ANCHORS, AS MANUFACTURED BY CLCO CONSMCI*N PR%e UP TO .66.0, -76�3 PO AND PANEL'S LEANIM UP TO V-10' f .. � kMOMAK, - SCALE 1j4*_11 _&. t ,,%I mo' "q - 1/4' m ZuOAC NAIUN ANCHORS, AS MANUFACTURED BY O&WALI, INC ,��*�P, A. .AlA S., I ' " 147 ., k"Z�� k T1 �V, sqr, - , 011 �_�­Q/)� It.,. . 11 � ,0,'!'�j� $`,- T14i .q, N; 11­.T N '%. CF - - , 'T ,� � .. .1 H,T) MINIMUM EMBEDMENT OF TAFWN ANCHORS. ELCO PANELMATES AW 2AW 14AJUN ANCHOR. INTO THE , , , � ' . , .. V, 2- FOR NEW WOOD gr CDNCSTR��H WOOD MEUMS To HE SOUTHERN , ­ ...... / SCALE 1/4'­1 .. IFr ISM L, S, -�-' ,,�r EN *" ,L , W, "s ic, .. � L"k -��EN,Tj' _ N , , J, ,,,, ,,, f,E� ` . I BLOCK UNIT SMALL TIF 1 1/4�, , 'EN . , FLORIDA BUILDING CODE (Ron High Velocity N. cone zone) ,�'� '-.'? -, P-E N�l X� W/ 13,51 OR tOUAL, �fi 4`1 . I 1� I 1 I j� �- % ii� I �� .1 ' I- :.-I N .- - FLORIDA 13UILDING CODE (High Velocity Hu cone Zone) - r I- FLORIDA BUILOINO CODE (High Velocity mu can% Zone). z .Izm MUCO - 24 GAGE GALVANIZED STEEL STOPM PANEL _w ci Iacf clily Hu _ . � * 3. - ovaO 'I'lloe - 11, - !" No. 4 67 -- 1 � Immo, - L I 1 912) %,44 67 * = .. N( � WE IA; CAILK-0 a SOLIC-SET ANCHORS SPIALL BE EMBEDDED I r INTO 7HF CONCRETE BILOCK UNIT"t�� : - z I/ I � ,'I . = o." , - , - I = .*E 20 CAGE GALVANIZED STEEL STORM PANEL A, : "S] :*= 20 Wit GALVANIZED STEEL STORM PANEL I". STUCCO SHALL BE PMMITIED Ile IO-20 SCREWS USED SMALI� BE 1 1/2- -LONG MINIMUM Sm ST. * - � * '. - ORAMN erl = *: * , E?mAE5ma L X. . . a : � = OAAAN .� AMU I* MINIMUM FOR WALLSWIT. NO STUCCO- <z4f- �_ "�\ GLOBAL PROTECTION PRODUCTS, LLC. ""'" - - _. - � ; � - __ t -:��% STATE F - -- � s,0 , Q z _� . 07/211/0" S -,-'- STAT OF j- I - I - I . gmem, - - 1R . , S O( � , �J �7� GLOBAL PROTECTION PRODUCTS, LLC. I I - 1'��� GLOBAL PROTECTION PRODUCTS, LLC. """O'" 8,3) IN CASE NAT PRECAST STONE, OR PRCCA$T CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FO Itz . Z� . .. " ,,m' '.. _�__ 0 an v DAL ". ., -4. - .� - C'Z", =II, -175 - %�,'��,--,I'4 R%D!��� Z 11LIECOIL. 04M S_ . . �INO-,77� - ­. S, STRW EXISTING ftLL ANCHORS %IAU, BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHtsv SUCk P a . � � / - - I 911F1_Ws7fNL - - - 1AA` MH)`49-0717 20 1, ... nUU` MIME. F. 333I,ORMBONA_iCCY S .�� I '. All , �!�,zsv�/6��, , I - CA 4500 &w. SI WNW OF SECTION ALTEPAAM TOP HEMMER ., - - ,71. n-1 p � I I"- - - .. su"I'laoRoCAVOME .-- M - - , - - , - O.T. M.�.._ 131w� f, ml. ANCHORAGE SKAUL BE ASS 4EW04FD IN fl,l) AND IN B-2) .... ... I, '_. 1 vwY " Is, is " --- g ,,L (W1649-NNS, I- -176 �, f, _p - - -_ - pllacl (105A)QHI­� _� (").", 20-176 _22� I-' mu. -foun, 20 TOP & BOTTOM 9"nom cm w COMMALU N MY 9Qtwm9&A_= � L r- `ffior / - I - =.,, lilt OMLYVT A. ML - 11 M ­,� ... tot MIL�=Az ILL 1 0.3 I., � AIR - ,,[""I" "'T""'711 I - - ok-OOMIS -.1 - 1-t -1 - 1" OFAMNIG 14, NAT' To S411 Aw INSTALLATION, %CALe /4' � 1- '1141110- A, ,,,,i,HIN'PR,&3E- 14-0110011IIi, . ----.---- am L,�_ 1! I - AS NUT SkrAW reP OARTY HAL 4.1 41- -x- . A= 2 A 4.12z -1 , - Van a OF a 14,111.111111,1111 0a, P1 - . I , ______p -1 I I I - "A"'c N� � O= TUUT MY �� � �� on" z OFF a I I )IM � 101MITIM TRAC, �1# Ma IN - k* A --- i -_ I I . I I I I I I I w __ - ­ I—- 11-1 - - __ % D SIGN gg RE RATJNG (A,xALLAN"QRRESMOIHQ 2/4 1/4, 3/4, 4/5, 5/5 & 6/5 QOMPONENTS FOR REgULAR, LIFE SAEEIY- & E-Z HANG STORM EANELMIEMS LF PANEL fflf "L* SC14EDULE 014LY FOR REGULAR MRM ANCHORS (SEE SCHEDULE IW/S. ZW/6� 3W/7 & 4W/7 INUALLA-TigN 12ET-AILS EQR REGULAR PANEL rl) (SCALE 112� I') PANIUS INUALLATJON INM EOURED CONCRETE, 900M 0L20_A_W= (t) - r MAX -- - ­ ---I---- SHEETS 9, 10 &III DN--.----�,---.----�-------------- ---L-,-- 3* Aim INTO POURED ETE RUCK STRUCTURO cm, --�,, I 11 MIN I -I' NON.- NL%j _­­­ ­ _- ----,-- ' - --15,125* (TOTAL WIDTH) --- - -1 __ - _­ --.,.----- - - ___2.jff7­- - SIR= PANELSCh UN mmQLE_pAuu Cj) REVUlf" AT MN 6 a ---------- --a 6 I 'j= , - I I I I A" Rm _ INC CONCRETE I -- - -,-- ---- - - --- --- - -12.500- (EITCYOVE WITTYR) --- -­ ­_ _­ -- -- - � � ­m' i AT TOP OR OA_W±L�,�� 2H � I � � wGOf4CwBL OCRIN3 li� Il'ur _). I . . I 1 -----7 i v . I- i - , D.M.1@1�3 - T-T-1- I -7 -.- - r--r-. -, ,' -- T­-7-7-r-f--1-7-1- -IL- -f -- ------ 'f --- I OCK t ` i I F_ .7w - - I X�. III= b=N= AT AOLIN0 - � - AFO�,*w " REQUIRED. '-'------ - - 6 T/4' (-,YP.)---- - I J74:-- �, , ,,�, " � � � . L I To ANGLE 0 6 1/4' 1 1 i I I . .:. � L , �%, I I 'L --- "I 1111 T,2W 88'-!. 'i- .066* 12IT-1 - � , CC 1H IMCKS a QR 0) * - - I I I ' I COMCRM MNQ`ORS - L '; � CONCRETE ANCHORS L ,�� 10mv . I -- 4. 1 --Iz5O* - � _ _JOCT It 'L OR 41 12 LIr or I I . UM-PNO POURED San, - I'aw", - MR36i (A), @ a I (SEE SCHEDULE ON �04 ,,>-: - 1,1SO, - . I I , IOW BE IT MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH I I I I 5�6;77HW�� To) , SHEETS a THROUGH I I-- " L - L+` OR %-- (ft.) 0 i I i I I o Comagm SLCI;A ,, f I 1 ; ;1saw : I 11 1 � . I 10) I'll 0 -TT OR w M I 1�1'1 -1 _� � , F-", % � I I _14) 2 Cm . :. W , - A 44 � .1 ­ ­­ cee�� I 'I � I i I ! I CONCRE C3 1 MAXIMUO &s.a i " .L I ­ � ftmvm� 3 - _= 1 150 Ll , & (0), I T _� ;_ "3IT, I MAXIMUM ksO CONCRETE & woo DESIGN CONCRETE & WDOD I "I- ; � I s ... - 1= = .. � ,� I � nee, � IV.. 1'eW w ­'k ­11 ___1 .- L- I, , I I i��_____ ____.__.,,.,__ ! 11 a ­­ --_­___­- , CONCRETE ANCHORS ­,,t/ --l- ,-----Lf . = iz " HEMMED INSTALLATIONS T WAIATONS t � . , _< - I �,;'111, - I ----I--"-- , I ­­1 I I - - I -I, ­ ­­_ ­ I ' J.- � � o i EDGE 084" , f I I L --&% I I (P...f.) (4 Or (P-J.) f. PT -1 -- - --------- -_ "", -1, 1 i I -T-7 "I ,- �,, (SEE SCHEDULE OR _ I = �F- " cri __r,_� I - , �,, -) --L+--T-,;:-- 1 - I i I V __ I I J­­­ 'i I � -(�) - I I, ___ I �_Q6��Y, - ( - ,." , . I I __L _-. I - ­1 -1. � ,­­ ------ , I. . / O, ,� "" I / __�j 1, -L- ---I I i I 1, � r I 4 I E�C �,." SHEETS 9 - Im CN . I -- I I � I � >< 4v � _f -i - I Y�� - I- - F - --T-�-4 , N � ' I ! 1 m_-`�t ; 21� t- ­- - � _= F E S!B'" - ___j m: -- DETAIL A � -1 Ol. - - ___2�_o -i27--10- -TIT__7__ i L, I . I I I !I 1! L," ';;; - I -�; = LA_ C-1- I - i--j-_ ___ Lr,;,_� .Ro 12'-O" if'-*' JI&O I I , � I .� � . C= - --I I I -.1l, _.- - I ___ -7-7- _­; _0 ,xno _,?-:�;7_ 10-1 I z � 'L350' -1.350*­ OCTIUL A 2� , , t I - -_ I '14 1 � ;, I I E - - I 1--1,5w- A25' I I 2at -, - I I U) blumm vmjCL _j � Dw� 'I .375- Owl 4; - I - - I � 1 -= CN J-110 I,- To- - i _ __ , , - -1 [ I - I _L I- -01, L : i w _= It i I � I 1- 2 C= M - UNBOLTED PANELS I I .z - FROM Lm m WHY *1 1/2' LEG 35.0 so�fo' Fol-o* --" 1O.-Ir 0.-e (SEE SECTIONS AS 1 K'S M.5, WLT W/ u a CA. I I I I - L : I zt z CN :z AT VID AT LOT SZE OF PANEL (�) 'F' TMK (�) AN0L_KUL_= I - _Ii:__7�,_ --;:--4- -e-i- --i--2- APPLICABLE) ,r . I I (SEE SECTIONS AS APPLICABLE I � - �__. " � T[L-_-�­ ­­Ll - F-0- Cv - PANELS %MLI. BE INSTALLED ALMYS - _".,w..__ - I - i ,,, , ,_, ,_ BOLTED PANELS / � 01 �D (�) ni" u I ,--� I I 1, - A��__ , ,=�& . -----I---- T­a: I �­ ­1 "I"' A T, S.: .p - 11 . . , I 11 ,_r_­Jbm : I � 0, m_= Qd ---±L--- __ __ __!�20-- - __ I I ! '' , I I Ed .,t - kv�e- It SEPARATION I .- fso V-61 r-21 a*-r i i, � f� 11.11 a I , 11 E - = -..----- ___.:!� -.- ._!a�_ __ "! I � 1­1 �'; To CLASS, - - ' " TO GUAW� I : M TOP PANEL t;W.11_­._11 ---I---- __ 1, , - , _�,�_- � , I Or PANEL 0.024- (MITT,j , SOL, -1. I I � A LOCTI, on 7-C) _= M. 1w E= , I '02 MR ma ') '1� 'r-41 1. W-2, - I I . J 11111-1 -1 I , /, t , '' I 1, - , " i - I ]. - i - I . I- __ SEPARATION I N,,�,�Y��,�,�, i I � = I, - I ­ - I ,--- ­­_W�:" 1­1111_liw,i�_ ­ --- -- - L I ! []L , P11' I ! [ I 6 01 (SEE SO4EDULE L 7�-- -v Mo., I, (SEE ScHEMUE 11 - - CU, Zj �t-, -Er __ - I _­ ­w- 8, ; F , I I - TIAmEt s &40 LC, �', t rALVAW= SIM ; 1 � 1 1 ��` I �.,��, EXISIT ,1, " - !�, , , - I ­__ -.-- i I "_ 3m. i .,2,� . SAO i-;;� -v, - �� I , GIAM-I ON ­-, " PANEL LENGTH 3) 1 , - I- " I -Q.- - j 4 � -;;f � PAND. I I #,-", J�_ I , i 1 1 1 1 1 i � rl - - I ILI M­ v M­ B: 3: m > , , I __w_0__ _6�__ ;-_7 w1v 1 1 r I I i � � 5 I f - _. IoO.D5, - --,--- ____ __!�_?L_ n_±i_ I I I ; � I TO MASS PANEL LENGTH 6Wj____ ----- r - � � I / ; j:n�­­_ I 1 1 1 1 1 1 0. S14M 3) 0 i PANEL LENGTH �, - z - I �, I' 1 1 1 1 1 i 1 I I i : CONCRETE ANCHORS �__ - L , JI - I _ - Z"k SCHEDU_ (SEE SCHEDULE ;; LW W - Al __ _5�1_1 m - . I ! L _11 - r = -� -I-- -.- - -.2�74:_1 _��__ ___L74n_ __!�__2�_ I I - L - Y' -_ - -, L - , _'A _� (SEE SCHEDULE ON ?T - 1 133'o 0 2W � r - - -1. I I f L I � (SEE SCHEDULE - I -I ON SHEET 3) ON SHEET 3) = Y. �2 cl; , I -� __ 1 7'-V' r S' 6�ff* � I ; - 41, TN_ _ I - , . ­�11 �� 71-, szs�_� O.M. 090.250- .15.0 --71-51 fr-10* - C _F114 j SHEETS 9 TH ! _01 Sax � I [ I I I - - - __1 I ��--,- I . � __�10 _ _ 7'-2- V-r �� - - -1 L'I 9 -0 � , , - --..- Y. I - --I -,-,;:- __ _L__: -5, @ .1 9 --- 1. i- - ______ 3. MAX i =19 i u, =� -­­ _� 08.27001 ��. OF V F -, - ' MAX, I I � __7 7� it ' ­^ - lill_,�" i * - " hil - t1-1`__-___t`4j I , 1� - -- ;', 4u__�_ L�o� *--", T m4a, it , _L - I I "i- I I ��u 1 -11-4 I- I fl;r �� '*"Ls 1 2 F4. _I__0 V zi,l 41I.- 4 , 17,-1 z , I 1 �4_____, * ' ` * - t TE FO- z Sk'D�p '.4 1 mi I � I - ___1 - I I " MIK � I I S" : =­`� = L= - - 0.21- 7 . --wo -2- - __dF_T MO i I ­­ 2,50, MEMIACk - ­ --. -- I -,L� ___ - -,-- - __L___ _zz�_ _71__64. IYZV- -, - 1 _7�-W� ,V-:;:' 85-4 7- 61-J., /4, 3/4, 4/5, 5/5 & 6/5 ' ­' I I � -,,L,-,�,-�-,�?,�_,,,- .1 L L - - - I _____ - __ , i - I AL.1 I �' I ' i : cu ;; a:) � - , ;iv MO ?-- , i � 7LI - - a - [4i 4 I I ­- , _-] I = .= ;�_ I'M., _- - - 'L - I I I �- , I (�)_ (��_ , AE i; - O_ -, `4�le : I - � , , - I . (1) � �� - 2.250" - I � , ,-1-1 i OF, 7O­I?A""1 r \ .1 OR (YO ____!!_v__ - __ _­ - i 2/4 i I' 1 C$ _1__-­�""­ �, I 11 11 C-.� I .e C - , , - .A- ; N".'.�!L"� 11 _-, - � . �" I I I---- �,�_.,,�, �� I : A., / ISOMEM YMPLIA" Aiimf --- V1 11 W/6, 2W/6, 3W/7 & AW/7 � W� , I �"" ;` 4.'I � _ I ", '� .1 11 - I ", � L , . JI� , � ,L I ! I ;,�;�fl,�Yl' 11;��,�"`��,� ", f­_ I -Soi�, , K" � � _!M7__,___!-r___!_-_,_ ROD ___E�__, _t -, � I ; I ROUNDED CORNER 0 ENDS OF PANEL'S ,- I � I ... ) t � Ad. �G", `,� - �_ 6�9 6, -0* Mo 61-7, 61-19' 1- ---- ----ANCHORS (SEE SCHCOULL 014 SHEETS 9. 10 &I - - ­ - � t �:,��,5 I I I " ," - I ____I!!!__ - ___ - __ 1. E.O� L L_ ' Q JP W/ HEMMED EDGE. � �_A&251 125, i:_ I F _100F,­ ­ii7_ 31-r I " E.D. ��'�,�'�W I END I 1-11 . - ,� 1 i m x I _10-M-0 I "I ,,X'��,� - I ....'..".­ I'll am 1/2* - I I'LL,__ , � . " i , � L ... L-1- , __ ,­.u,.�, I ! ,. I r , , ,, @ ;: , �,,��: , I : ,OSo _ir_�;_ - I �11' " _", __�_ "' . I __. EDGE OF PM& ___ �::��,­_ -, - , 1 7 , I I .:.. 121/2- 0.1- I_ + :::11 EXISTING POI _ N.T.S. __ � �: ,JRED -,.�� .,,- � X HOLE MM .-,. "� � - � PPUC 2"* i - Ifo.0 17010 - . S 2-07, I -,. - I- I CONCRETE '. � a -1 A AMC), 3 750' . 067* ff& - - (MIC 0AIw -1 WME mel-EY) � I I - "A'.1. HDI `OASNER HEAD _a (�).,KL - --- - _11A0 t7s.0 - 7;_ �0_ - 4- CONCRrT9 BLOCK " CONCRETE ANCHORS . . iTYP.) � 105-HIS4 ALUM ALLOY (�) KEY HOLE AT PANEL _ � 7,__�, � 'ft emb" m SO" OR REOLI&M. I _� ". -_ -_ - � I 1.) .072, . ­ t _19 .-I . I L. - - 14 �i (SEE SCHEDULE ON - -1 Or - .-a. .- - @-' ' _. _T.__ '/',;`�' .'�� � W/ .A .,, - -_ , 11 --- ---- I � %, - ____ -I .SVE ENDS 5 FOR A I IRS 4 - ______ __ __ - . - . . - SWEETS 9 THROUGH 101 � - "Im, - .;:i --w i MA. - . W ,� -" � � , �-2�378' --- (FLIS) PMA&J fos.0- -8,-3-- L I ELEYATION Ile U-. GAP, L " � - - :5)� , "'_�' "�" -1 - 2112 , UNATADI-15 IF SLM L -_ � + � , _Iz ., ; -� .. - 1� I --i I - =. IS I J'� i - 1!; - - ­ - I " W/ (D MY WHEN Sam �- - .12S L � MY YAM FOR IWALUTPO IWO 1 1/4 1 \--/ \.r/ \_/ I __ nu LOCAM. SET , � I-2SD* I- � 375' (�) SLELYE 2 1 ZA i - - , - i - (TYP I WOOD Sn vCwmS. MINIMUM SEPARATION TO GLASS SCHEDULE MAX. CAP \,_� I �-_, , L � IC4 �� .1 1.1=1.11,3 MC:EN I EXISTING POURED CONCRETE AA.v- SEf,TION A- i - -1 � § MAX, LESM , **in SPEW 4 170 rT.0-h woo SPEED > 170 mm1h __01 "' , PANFIMATES ANCHO OR COROPE BLOCK � --I MAXIMUM 1'� - NJS� ALTERNATE COWRET-S ' 1_? WOUIRED� I � � E_ � , I - 111 - .T1.6jM01*E METEOR _w ANCH ARE USED, -m Oak) I PANEL LENGTH ANCHORS . B��.. to, CON04 11 I _ 11­1.1­__­­_­ -Ij -2.0w - --- �. - - vmmo -/ my 93, 1 1 , 3 ISO (11) -------- I 6+svEiivAAiC��TpAfmEO (SEE SCHEDULE ON - 21000. 4 a UNRESTRAINED RESTRAINED (SEE SCHEDULE ON �,) 30 OR LESS I . '. oil) L�. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE k", DES" LOW. S"Em 9 THROUGH 10) swfm 9 THROUGH 10) _­ ` L i . - ------ i�__ - __ ___ 1 5 1/4' L­ MAX. ALLOWABLE PANEL L04WH FOR A GREW NEGATIVE A&M DESIGN LOAD. *-- - -- 2,548' - t-11 .125, : " , : f4mm B--o tD5010 f i i 750. 4 L >13 70 90 1. I. (21 PROCEDURE 10 DMAMINE MAXMVU PANEL (�) RM X HEADER @ -U- HEADER t I - ]1 im,*T - 7 I;i; - 7 1/2' AS.G. .. LEMOYNE _ -.--- - - _ 1, MIN. To 5' M... ---- __ - I GIVEN A Posnm LOAD, DETOMM MAXIMUM PANEL LENGTH -L,' FROM SCIMI)LIUL - 2.0010-- .90 TO 145 I. 1. 7 1/2' 1/2- GIVEN A NEGATIVE A.SO. DESIGN LOAD, DETERMINE UUIWLFM PANEL L047H 'L� FROM SCHEDUIL , FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EDUM. TO THE MWEIM DETERMINED PANEL UENOTH jWILD-QIjj_VP9jffjN9 Ng WALL MQUN ECT MINT (R SLEEVE 1* MX. U- j [->1.5 70 !A r- - .. I _��, v, I BETWMN 'L.' AMC 'L-' SECTION I W&MLM 0 nio AM= (41 SEE SCHEI)LAX BELOW FOR NON PANEL LENGTH FOR POPOSITTY QUALIFICATION Ma" J.%41V-Lu- _jLjA#xf& QN EAN HANGE � � "A' "q_V SCAM 3/8-1- SCALE 3/8-1 ' _- - - - 3.000­-iii� - 061-74 ALLOY A'Awl'sy"'q, U, - - - 1 17 � - , �;.!'ZiZ-\ 1-1 - .flunrl'109 WISEILLATIONS INTO WOW ARE UMITTED TO � 95 P.O.( MAX A�SO. DESIGN PRESSURE RATING .� 0 114* WIDE) .X . L- . ,,�, � f-F-AIII, - - -,- � L , �aco . ,,,,_,� - � (USE ONLY FOR E-Z HANG SYORM PANEL I I I 1-11 - _D_U� RALD-Our 0, 10 & I I FOR AM ASA DESION LOADS Ek MW� PANEL LENGTHS FOR ..... AH11101%, - *Ew SPAM iWs Usm. '� 'r TPACH �r TRACK , t� A � �kj 1 �-_ A1W 276- .082 SYSTEM) 6063-TS ALUM. ALLOY Ir �,!, I I MIN t�,_�* \)"I'V4,17 1_110. C. � I 0�1 . - , ---J-lv-::- 1, 1 4 --f-, __ "-s = Gnm .- -, .. ", 0; ___ X. I - 3 �6` � -, ---r---j 11 I ', 1�a­ � _- i - l I __ P , I � f-I 4 * . -.----- . . FLORIDA 9LRLDtHG CODE (Non blF,Velp . TRACK j,* �. Vl,tN � DA BUILDING CDOE (Non Hi N. Cone Zono)l s'.F..- ­-- '� if, ____ 11 I I. - No. 44167 ' r city HU cone Una)l - cone Zons)l I 6 So - . - I _ - 9h Velocity , FLORIDA BUILDING CODE (Non HIO Velocity MR � * � 1. 1: a f�- MIN� 0 Q. _____ -E-* 1. � - .2= -1418A PS F�. 32' 1 35' 1 W 50' Z' .., zaim 1, "5' ".' l, 2 - I DIRECT MOM . F^ VIC20 TILTEM INIII ry. . 123' i�� I ______L__ I 1. . 1 Z4 GAGE 01 VANIZED STEEL STORM PANEL - t * 017m T1.101.10. wt . . " � . v . , --------- 4- =*� - -- 24 CAGE GALVANIZED STEEL STORM PANEL .. � 24 GAGE GALVANIZED STEEL STORM PANEL - '20' 1. - U� 44167 1. z CRAY. 0.44167 - _,N ORAYIN vj __1z======:4 , on. . '. `- .: - 1 am- W, - . * E a, -, ! ,%. _.� %, -!$.,� . I I-SIXLS, STUID � , I 9 . I -_ - ; I ii�i.) 17 - __ 27/20n AMOUE 35- 1 �52 32" 32' 1 42. m- 3w : I w/v/2u" I Nom_lros - * I * E . I not. 3 "r TRACK w '11':�'% TATE OF GLOBAL PROTECTION PRODUCTS, U.C. DATE- F-0, - EWE DISTANCE f __742 � '*� - / IILIECO,.�\ - J�� I ___iF - ! 67- � 'S -'- STATE 01�'<al __ - _� - I I L I E C 0 ... \ GLOBAL PROTECTION PRODUCTS, LLC- "mm/Tv' - 1� Z lw=: =CANBE �;iu.-­, .=AWI STOW am 51. 5 STAW 91ALD-OUT 'r TRACK ANCLE I '. 1. 1. AMO ". 513NIEFT fSEE SCH DULE ON TOP & BOTTOM � 32- 32- 1. 1,,-,��,,-.- ORION .- $Z�, -.e" - - MO, .. - 0AML FL I. I ST TILLIT FUTION, a _� ______ 6w*. - "Ill' -204, 1 1 ow� YI_ =A _ 1 60* , � 0�,_- ltoml, .- - -1- 2.DW--,--- L-L-... - SEE C-ICTO-S - - ! - ,m' , , �TATE OF %I" -,= . __ I = , 20-175 1 �*7 ­0 20-175 , � - MIN, _ 1A,.- '4 T, I C E C =,, �� GLOBAL PROTECTION PRODUCTS. I.I.C. W M- w I - ___ .T�7: " - �_-_, �_ COMA, A., =., p. (I 1 -175 wj SIDE CLUSURE's _r IN ANY WAY 10 SUIT ANY ­IPA-�.pl. -,IX-,3 - M`___ - - - ---T-- .w� T_.kw_ - WSTALIATIUsL - - 1. � - - Pus, -, P.O.e. (9C`RR1-_`CAI$1 FUL (IRK)"10-ow - _r� P,.- I.) i 1w C.-R.--no, - i-I-3 W -r-_ -.4 - I-som, ORMANG ". om � Op0m IN: -1.1 "9-7bYa. FAX (wieso-vo " , .,m= &�!Ea= _�00�vl _r I v­ SHEETS 9 & 10) COMBINED ,W/I?l JT *F* TRACK (@, & . I OF-4 - 3v 1 W* I sr I - I - _".�__ M-1v CA-00MIS i.,� - T ..] - I� @ Imu-0vi "r e RUILD-0 (R WMERED WINGNUI k ik& m a. I - own 3 OF to I I �bli�5`00i*_­ EMITU A, 79 4", P.4L -I I I I 4�_ - (TAMAC 3 ALLOY) PC SEN41sak"mo-wa Ck_00007`0 ­� 02IM .11 1 CA-00DII719 I ill - . -_ %vg�im .- F4 , am 4 OF 19 TRAWANAIOE J,. 1�1. A I I - .. ,, . 1. I - Y%_ in. - _.__±±±:! � ffn L .. I... 1. . � . .... . .... __ I . � Auu._ ===t- .. I , am l&, 40 . . . I INSTALLABON DETAM FQR - REGULAR PANEL -_ INSTALLATION bET ILS FOR REGULAR PANEL (D - ------I-- r___ -, INTO POURED CONCRETE OR CONCRETE 8=K STRUCURES INTO WQOD 5TRUCIURES . -­ �% ___ - �_� -1- - I � -1.1 ­1 --- 11 __.___.._­1­_ - __.__',________ INSTALLATIO 12ET-AILS FOR REGULAR PANEL(1-,',INTQ W9OD ,,I I �, ` , Min- - - , f __­ I---- -_ . I I I I � I . , z �11 . � I I - I � I � . __ , I' It SEPARATION :: -,T � i ­�__1�77_- . � . � ­-­ -i Iii .1 'TO GLASS. --- I . � � , I I � - - ALTERNATE CONCRETE I - _MKW ANCHORS . --- i I -'--' I " I�i I I 11 I I ANCHORS TION , I " I- �!� , ISEE SCHEDULE 0-19 .1 m (SEE - I , i . -ALTERNATE LEG _T d - - SKEET I 1) . i I _T ,*I,INII,�� - I � I I -- TDCArm SEE SGHIir RETE ANCHORS TE , . - . P, � ,. I v SHEET Z�) I ... 1E . I ON , - 1 � . -, F I" 11 4-xw (mun.) EXISYM WOOD _.�_ � ", - . =1 --- -11 ------- - . COMO SHEETS 9 THROUGH 10) EXISTING POURILO CONCRET , . 11 fl I I ON .. A I � DOLE OW-- - EXESMO POURED CONCRETE E , , � � I �f_ ____,L�. �i, I ________.,_._ -_ - I " j �x� 11 , SOME I ---- � I I BEAM RBOURED, smcruoT - � I , �ti (I,. _ OR CONCRETE BLOCK If I - I it - � � � 1 I =ll, =111.1 E OF , , - �. _7 7 i1i I , Cn _1�_j SHEETS 9 ; , �i , -, �I I -, � THROUG14 IG;I� OR CONCRETE BLOCK REQUIRED. , � - I r � .11 I I '. I , REGUIRECL I I - i . I 1� I 1, � 11, " I' i ', , 1 I 1, � ' - __ - - '-'- __ -'---1 , m- BEAM TO BE CERTIFIED By --/E,O - -11 , - � '_ - � � - , j ARC - , `_ " �' ` �, ­-L, �f I , �,, � _A TERNIATE LEG. , I . , ,� 4 1 1 , I I I j I ---- -- 77, PAM LENGTH REGISTERED Ewn- MIT ,- , " " 41E . __ ­tol ", L6,TION CONCRETE ANCHORS M r 102 WOOD ANC14 , - ��l , I - I 7 I " a) r " 1 , WOOD HEIN ��I, __ �z I tmlr I �, . .Zr IREItIF,tU ORS ! i (SEE SCHEDULE 11 � _, I I OU � - qEp- _�; - � " , , ­­�,_ I L, �., I I I I ,;IF ( ,� (SEE SCH k._______, - 1-0-- - " I �� INESTALLA'DON. I . z ­� � (SEE ,�2 REOLIMED � " '1� " � I I - C)U� __ I � I if , I p �, , � I " � L -I I" MIT, - , ��r , : , �, MULE ON I ON SHEET It FOR , � i , ' L � SPACER #A c 77-111 1 1 I., � �. ,a , .. I rttr_: l SOW 1 1 . �_ ,,, W I � -to , w MAID, OR I I ­ ml�� .., , SPACETT_ _n OF Iv �, 7" /. SHEET I 1) SHEET I 1) � 4 � 11� 2. 1 - , - - . 'Ile­zow Ss *s, W/ NUT I L 1_.­ i 1/4" SV%M III, SORM OR SH&wi­T�mw�R�mkZ.4--__ - _� I i - I ; ; � 7 ­1 __: _j , i � el 1771. �L= i - r 11 11 !, -,,_rD ANCHORS ON I I � - 1 & 12 '17- I= , �. I., - . _-_ __ 1/4' SHEET I 1) , �' <0 - "I �EE IN- ANCHO�1_ w11** m 100"m I'm - -1 , ( =.=. W - I- - - 1w, _­__1 __ ,�____V'"' 1= - TEAC "I , - - I I , � lll�m YEE F - R - :; - �� - - - - - - - - I � j I- X e I I . . i ,_ " qe�r S. u s. ./ - I I,w _� ­ , , �,: - - LDM4.T" I __ ED Ile I I r - . (D C - k� CONCRETE ANCHORS :1� - . " 'Ir ox 1-1 -r- - - - 1 1 1 -- -- - - 1 wow FrEADE:R . ,� _-, i. I r � _' - I - r I I � �. ; REQUIRED I � I I L ,7 - -_ T . v � � t I � I I I �, I - - MAX. WOW KEADw____ L I I ,/2- --- - ----,-,-- - -_ , _f__j _­ -_ ._ � I _ 1_�,. I . -- 'k r I 1- - ­_ - - - _1_. =r--- il, - ----:: I 11 , I , , I. =�*S= U) I I 4 I (SEE SCHEDULE ON- � � ____ __ 'I 2' 1 � I EO f -- . I ,, SHEETS a T"Rvx. 10) - - I 'j" I I ,�� i.. I �. � � =:f) JU ; ----Z;F- - FI-- --I - - --- --------I REQUI ED -, 7 , I "�� 3E,� - -&"�- I. : ' - "EC'.1 : - - I - - i � , � ! I � ED ,� L � � - , �._ - I I ." � � . ,,?�c � ----if i I li ; , (g)__ 4w. - I ,_',�.� -1� M.. Ir I � I 11 , __ I __1____ - I __4 80 - I I -#--a P-D � �,.,,�51 'i A ,/4 ­_11 I.. I 11 __ - r 0 , L : . t - � _ � i � � 11 - -- = WOOD ANCHORS ". � � : PANEL LENGTH : 'L ` r I I � I 1� . I � ; I � - --- . � I � :�?,` - � I (SEE SCHEDULE I I L, i � 7-,@I' MAX. LONG ALUMINUM SPACERS 0 72 t/2* I , I � (SEE SCIiENLE ON __ , � � I 11 .D, ; � I i , j, - O.C, (SEE TABLE #I ON SHEET 11.) I , T 1 ­49 1 ILJ �,Lj I ILI . L SI4M I 1) �', , I Cu I J. i __ i I,, � - � SEPARATION M.. ! _--cu I 'L' i MAX, ", � �� � SEE NOTE - MOW FOR LIMITATIONS FOR � �, - - I 1'z-O;�. � & 'I i ` I , " '� , , � , , 1 1/2- LONG NATVM EPARKTION I 4 : - - rj) L FDA 5EPARADDN I Mm i PANEL LC14CVI I � 0 IfT ) I , 4-- i - ,q) I Wit. , ," 1� � '� .�4 I'l t 11 i - � ­­­ I "" S"C', i TO 01 �� I _ I i = �::, � . . � TO GLASS i -01 ,-Z,-L�,6 14 ILP � _A , " I --- 11= t PANEL LENGN (Sim ScHtOUIF , � I GLASS.(SFE ., I I 1- - - , . � - I I ON SHEETS I 1�i I � mYoRpma, _____qWm-­S[lW TION TO CLAS SEF SCHMbLE 9 & In 9 (SEE SCHEDULE I . � ,� 0� i I � I 0 uou,u o&O T-Iri : S � t/e-W � I I I ON SHEET 3) $ SPACER ON slim 3) IT -, - _ i�,_ , - SHEET 3) ,',� . ON SHEET 1AL 1-1 11 I W. SEPARA11014 TO GLASS� . IT 1 '(SEE SCHEDULE Ott -i I : I (S�lt 1) I ON ,, � I I � I � _PANEL MATE FEMALE I' OR PMEL MATE I SCHEDULE 3) 1 A= I �� 41""�EOI 11 i : -4/. � I 'L` M­ 'S.- 10 , AT. __ I PLUS (SEE SCHEDULE ON SHOET 11) 1__Vx_ I � L_ I i I AT = . I . � ; . . _�A___­j %-4-- SCHEDULE ON SHETr 3) 1 ,z..:.e� 'L� MAX I 11­ - I � , I I iA "I I � w TTR AvIc. I I, - PANEL LEW41 I - I - - 4 PANEL LENC,TN I SHEET , -L" M­ I- - -- ,,A - It -- - - I--,-'. I ! I , , 11 � I F O" 7-In .L. � MAX t-, - ____ --- __ - --- - ­ ­,11, �� - (SEE SCHEDULE 0- I (SEE SCHEDULE t _1.1- _29-v_ - - __1 - I'm Im )" , wFtnIYIRSL L"- r j . = PANEL LENGTH , - - 1-1 I I I , , I I , > B . - I - - ,.n I I ; LCA T-- 1 ON SHEET 3) 1 (SEE SCHEDULE " , ! I I =10= ' SEP=nDN I I - - All (m MR wu 6'6( _._____ -.1 - ___ I Ext-snNiq I kv, I _., I - f___ --- - -- ---, PANEL LENGTH ,,­'i ON SHEET 3) I , _ - -I- I EXISTING __,l TO GLASS. I 2*W wow - - UNT"I out 7_67) - PLATE REOUIRED I , I � (SEE SCHEDULE ; - SEPARATION I I ON SHEET 3) , CLASS - 1-t- : ---IT I --..- � i 11--f- I To GLASS, M14 ! =,D� W_ - I I 'S j - __ -_ - I - A-1. _ ----- ON swm� 3) ST, I F ------ --- a - 41140 - -_ -1. 1-1-1 11 - __ - - -_ � ___ 1 � i , -, . I I I I I 0_,_______,__,_­_ ..... ... . �­Ae­ - I , -,r--- &URNOVE 2w, 1 1 � - 12 < _I(SEE SCHEDU I L_ ___. � =1 _111_AI�, __ _ -I ___ I ON SHEET 3) DIRECT MQ - ­� - I-- , - I I so% -E- I _ �, -___j � GLA_ I %Sp� -1 - a- 0 I— - -'I-- . It �! --- L -- __7__j ! I ON SHEET 3 OF 'V "" " T F-W OF FL' I . ir __ __,k_:__ - -I- - * i : - Cn -,,�,,,,,-,- � : - -J:�* I ,,--.,?q,g � � :, SCALE 3/0." - � , � I I 1 - ; [ 01 IA�' IT I 11�1 � 11 I ; - -) - I I i __01 I I Mo. ,,-,,,,"��,������i-1.1.,""-,�l��",�'I'll""I'll","",�I i MAX, "I'll" ­0 : -.-Cl) I . � Sox I /i -) - -1 i `11'11I""f, �?f_f, I , , ! " SEE TABLE #1 ON SHEET I I MR MAX, PANEL LING - & OF IV : 1 (4- "' C, I 4 60% � 50% ; I, I � I I @ i 6 `�`P'11"14 i I Erb g - - SPACER : , 11 ! 0 12 1/2. 01C. THS I., � ,� I g - F -L' ,,,, � f MAY. A.&D DESIGN LOADS FOR NtS INSTALLATION. , (D- I �,­ - . o 0 12 I/v Dr. i " -1 - ___ , - I - I_ , , - I I - 0 11 i MAX, 1 - . 4� MAX I , , �, , 0 4 . : ,�, 1�,,,-,,�f�,'� " - LENGTH i 1AX f ; I 111,�� or v � ED' - 1 "i - O,C� � __ _.- 1___,_______ i - ­�,,g I I I � I , J, a iz 1/2 2� 1� - �, i , , i �;, ,, � . : I I 11� - t I- 5111 �**­�r i . I 1, , ; zb­ - I-- I i 'I. I � � 1, (D I_- C ":1 12 1/2- Ot - .___ - ­ I I I � t- I ___ - o, _____ �- 11 FF zf=* �w W-AD BOOS -, - ----------:- I . �"_ '6 1 , I , t/.-_2C.,- =) 0 . 1 � 3/e c I - - ", 'LLL_____�� - =15,11, - I A - - - 3 .1/4,0. __1 -t-1 I - , - � . - I ------, , . I CONCRETE ANCHORS ��, CONCRETE ANCHORS ... -; 4 � ­�� .1 . -11 - - - --- , "" 'I I I � ; : � ExismAr. pouRE: �.. �. �. �. ­. I , I & p . .�, ... 'I" �;,�� (SEE SCHEDULE ON ­ I j . I ; , I I � . ... . " L_ � - NWM* I ! . I I - WOOD ANCHORS mm- I _� I 1, 11 I f� - CONCRETE I ­� � -, I __� ��,` ,�, . E_ - - SLAB SHEETS 9 TIMUGH 10) l-,", f3l SHEETS Q THROUGH In) I'll, - � 2 1/13� LONG MAX. ALUMINUM 4mmml* L_ I 10 I " I . I � L 1; , � (ALT, CONDITION) m C9) RACERS 0 6 4' O�C� V41D FOR eo ______­______, _J i : �,� 1 STAGGERED W/ STUD i-- I_- ____ ____ , � : SPACER SA MO BE I Ilr LONG IF-. I I . � 2 I L I : I - I 0 REQUIRED � I : ""_,�'� 1� JLO�A I __ - � �� '- �! 1, I I I (SEE S H ON � :_--.--. -..-''- - __ Z,,-xs- WOOD ' � . - , � % . � ­_ , I I AND PANEL , I I I � -I I 1) -.A- WOOD PLAT -O CONCRETE �, i � , I I! I SHEL DECK RVOUPIED _E ,� 1 - EXISTING POURE: - I I , 2 , ,. .. L_ - -- : -,.'--L � _. j ,1 I : � � I I �! , /��,; LENCTHS PER SHEL7 31 , -T-0. I � I REQUIRED � - (T ANCHORS ,-,��-`-,Jv& �mvmo-- L , (1) INSTALLATION IS, Uleft TO A ONE IVORY "LOOKES WPM I � � �, l�, _q) I , � I M30W rIMS IS A R071110014 FROM ANY VX= ANCHORS `?�,: ­- --. _______­ - i '. ,li SCHEDULE 00 CONCRETE ANCHORS - I .. 09 CONCRETE BUOU 2'.4* WOOD I I . � � I . *sm Mo RICAN ROOF I vxzm RO" cuivemy *m,,A1w DIN SIM I �). I � , E D� � I � L I (SEE SCHEDULE ON � 3 4 - --- --- L,-"_ , -, : i z � � SHEET 0) a- �� : I ,� 4i -- -­ YAeOERED W/ Mo 0100CAlm , �, � �; � ". ,� ��"xII' WOOD _____­­._.1_L%=___,_ � k : , � 1 ,ij , S �:,. I "T"L-, -­'_,_ , - ___ - -,--., _., I I LL �� � I � � � 11 I I " , SHEETS 9 & in,) � � i , i . i I , L am 101SET 3 MAY BE Ramm To ,/., AS I I ­ ' PLATE REDWRED � SHEET I 1) � __ 1 � � tSEE SCHEDULE 09 I - pzovm� � VAX, LORD ALUMINUM SPACERS 4? _% ` ILf I �, !! , SHEETS 0 THROUGH 10) ______ ­ �P , �_f� I PLATE RCOUAff -� WDOO ANCHORS ­_ ­ - ,11 1, , 12 1/2' D.C. (SEE TARE #1 ON I- MAN, SWARKTOft TO MAU ­_-_-L%= __ m : 1___­,'� _,­- I - BANC WOR I , . I LE SCHEDULE ON LOW AS SHE FOUCIAND CONDITIONS ARE , Mau Be CA =INZ O�C, � � � , (S 1 (2) PMm%`ELMvAnT#KU1"RN 2`10=0) ANF11C I �, - � I , � � SHEET 111) COMPM "ft I I O"s is A Rarmcnow now t2 ,/2' OLG aw"No ALLOWED ON 1 . � I 1. __��' : - I I I � �______ I i j �_ ; , , , I I SHEET 6), �---2' APA.-­ - �� 0 a) I � , � � 0) "VA" Mo ors" PRORmw 1 1 GOUNG AND R MOUNTING EUILD KING " - I � I RATONI IS -90. -,155 P.J. I MOUNTING aIRQ� WISMEES 139) OR I � I � - �� i (3) MAIL 24 CAM PAM URIM 6 LIMITIOD TO Ofi* AT ANY OPENING I Cn SEMA 09n - __ ! , - " 2, - I I � (THIS 5 A RESTRICTION PROU LARGER RNOTL USINCRIS ALUDIVED ON ! SCALE 3/8- I' SCALE 3/8-1- i (2) uwmw sroam PANU UKTIM -5 � WALL M mou I SCMEOULL SHEET "). SCALE 3/a.1- � 1 IV I I I CFJUNG AND ELQQR MQUKIING BUILD -OUT MOUNTING m � � 2W NT 1 (All I,w men WAM ompmw #m "a BE " i QMW_VQE9'1Na A, NOICATO 04 I ALTERNAT]YE 6W ALUMAM 4A I WALL MQUOH9 1 13) STORM PAM "mism IS ONLY I SCALE 14R-f, AISTAUATION or I '11r LIM VIM CA ITS ONLY � Can MY EXISTING *000 FRAME WALL I win FOR I'm ZONES 1. No I AS OVIONVED BY ASTM SCALE 3/3- I' AN, SCALE 3/a=t- ALIERMWE I W f-Ims SWWARO, A" Dir 20" CYX, mr," or THC runmaA � "o"IHNNO, " co I SCALE �/S.I' I LAI fWALAIM MUC ONLY FOR WIND I sullaw I . k V, A, 'r. 14, ZONES L 2 A, 3 mm . t j "ttItIRDIDA" [ in", PER AM E '0101440", I .....:...�z r, , ,,,, �0111 - .11 , I % w � SHEET , 4P ­_____1___­­_ It �, oCEN& * .4 �,OtO Lvk A __,___j 4, e4v ---_j � . uj , ,��Iie :.T/Q'N ,,,,§O)��..��41 ­ ­­1 I I I _01- -4- " . r 1% _� x - - MOM, , I ___ Nolts, t : % = ' . ' �'--- P�"_XCEN _"%. No, 44167 449�' - _\'�'t­EN',*y` ' - .' * - , = FLORIDA BUILDING Co! 'Non Hi It Ve 2 -7 - * .� It , ' I S� FLORIDA BUILDING CODE (Non High Velocity NUT cone Zone) - � 11 -''--,- I _ . v � 9 . FLORIDA BUILDING CODE �Nvn HI, Veloc!f Hur Carlo Zone), WILY11111-comm is; -! * ,.: I z __ - _Zmlgh loafty NUT Done Zone) , -1 , _gh y 1 , INSTALLATION ARE ONLY VAUD FOR MAX� A,S D = �'-. - < - . z = , 1111ri � : . ' 7s ,NKOO TEImm - F.P. I � I . INSTALLA71ON ARE ONLY VALID FOR IAAX, A,S-0, ? .1 " z 02010 11,18:0. MCI 24 GAGE GALVAN EL - TOP & BOTTOM MOUNT114GS CAN BE DESIGN PRESSURE RATING, (pS.0 AND PANEL LENGTHS - - - Wall, MIT= - 24 GAGE GALVANIZED VM STORM P�� F.r. = 44167 . - 24 WE GALVANIZED STEEL STORM PANEL wABQ&_QE_.=m * : No, 44167 . - )ZED STEEL STORM PAN Ow", STATE OF .',:,- �- Ow" BY: =*: *. - MAON w DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS = ST, I COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 %. I = '. : - - S.C. * .*= w/n/m2c INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD A 16::�__ --- a E.D. - NOTE FOR MOMTQN OF SEC -DONS � �. * .Ilri _­1 I , 1 /"1202 TOP & BOTTOM MOUNIINGS CAN BE AS PER SCHEDUILES ON SHEET 3 (EXCEPT FOR = . - - S, .-IV, �r EDGE OtSUANGE it -!�% STATE Oj� GLOBAL PROTECTION MDU COMBINED IN ANY WAY TO SUIT ANYY ALTERNATE 2W'> STATE W:-­ ' � GLOBAL PROTECTION PRODUCTS, LLC. �_,� _,.��NTY � �'Ila�_�__:�:> GLOBAL PROTECTION PRMUCTS. LIC. 'Y"n"o" SEE SCHEDULE ON , __ __ f'�� / EC01 O.x , .. WE MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEC Z 11LIECO,mc- Call, - I -W , ILI as, Lm , - , � -1 �- - - IFIC � ,_ - TOP %� � TOLUT TESTING Or CA. , snw DENSITY OF 0�55 OR EQUAL `-, 1 W I== 4 NY & BOTTOM MOUNTINGS CAN BE A== '10S se" 6 'm Ix a I STOOD - - - E= IC I, I. ,tA ,,K N� AI!ol) sm. Ol SIRm- INSTALLATION, "� I �� ', Z_ na, . , .,. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ___*,_ omw- F, su A - A. - . - - - - I .1. Am FL. �I z COMBINED IN' ANY WAY TO SUIT ANY - 37- ,., 20-175 p pz_ - � V`Q FAX, - f , 1.)SON-am 20-175 _�_ ( SHEETS 9 & 10) , - .-L i ;�,��.l�l - �� , / OLH, 20-175 ...__1 AFOhD (WHINIS-754C FAIt INSTALLATION. Ww�_,�_ - - M;6t,9t, .7,�: . T..,U6. TAX, MI)MO�797 ._z PHOw_ Vm�)689_7� ( 080-sm L - M ­==* ­` - ioo� �� - __ --- -- r.mAmT - I APA OWN" - MEMBERS TO BE SOUTHERN PINE No 2� W/ SPECIFIC I ,"'., - '-py"'I", VA-DOW11 .1 " M= 1 iiii, ap� ft - COMIC -.1 - I �.f - I.." ammC N. < FILLY J,, FL I ! - %I'Mu truff k PC 1� 1q; � � "'V'iO4hiA0WN)i-OAYUY"TE __1 ! -1 - UP. F IHIL, I I AN 1,*mia - ,RMR1w1w)wEOCVAPvRwoImB - ch-COMIS ­7 vi� I .m I DENSITY OF 0�55 OR EQUAL. I I _7C MALeCONATURIE/0.11 - - -:: MEE-W. I I - illki ff__�� �_ .-.-. _�I.i __ - ,, 221JJ�Z411141 - " ____1,__ $Ran 6 0, Ia ma ._j I I i I I I I I 0- ' SHEET NO. - __ I I SH 1.3 eo�, ­_-/ , , , " � -1 - __ __ __ - - - - -,-..-- ___ - - __ - - - __ __ ____ - - - - lop" I j �,�� --I I ........ ... 1� .", _-7. . I I : 1, .A,f1I I , I I 11 I . 1 1 -7--F --------- 7- .� ___ r"!`_� T, r . - END QLQAUR95 DETAILS FOR INSTALLATION IN POURED CQNCREJE, CONCRETEBLOCK " VALID FOR REQULA& LIFE SAFETY & E—Z HANG STORM PAN�L(1�SYSTEMS - I I. 1 ��, j�;'']�,, #-.._ . _ $ ..,' ,® }ice OR rEc �Etc� a ,(R - VAR}ES i # Yxa' WTHOD FPIHHE 2' , 3' A .03' 31M H-14 INQknRfR 6a63-T6 Nl6 CQNt. AWM 5 HAAc-$ l./ 1LY e»0LE WITH i/4"r x i 3J4 I Ir 2 1 f2' TAPM a Ir D.C: " _ 1l MN,. I. Pa RED CDNEHi7E. WdiCREiE :+ ^ry =1 DR X'x4` W6W RAlli -:.: POURED CON( ,4,,.;_ i $ Ile, •; 1 3/4. LWWN - x , a" i Rom, r` /�, / AEowRFn ccNtRETE $t@crc Eta' 1, ANCHOR ^, ANc1+cR o i2 Dc �}- C-._-5 1,... i 's• $ 2 ; OR MXny ... - z x W!-4O FR764E f'' TatDXi6tED AM �. ♦ . x 2 [AW 4 ..,t'. , w. '` $ j f__ q f. 11 - $ cut a _1 1: 4vp. , a w .s fT�.'K. AA'(YI3R AL ERNATE TER TE LEG WCATON FX:n L 2' s 2" x .055' 70 ALT t r e 12 0.0 VARIES .. CCNT �. P. t 2 aI 5 x O55 .''. � 1 Ahr. :. ANrI.E' S r .uN. QR ,.. 9t t 47 M 4. $ I TE 3,s _ .�.s , .� ,ti7 3' 31Q5-R1'39 SHEET PCA,IrYU R 211etW WOOD - - " TPA- AFT% AWN, 600 PiAlf 2'rb" WY1DO FTNNE -b $_.. ffi �� @CIS 2 9`x .T f" _ P. D 1 - to INN !"` 9 1 i REDUNtED 3 O5 H 1 i+ 2 i2' - r ,1, 6D63 TH OY 'ems , 2 Al � r I Mtn. $ a 1•.OYi. NUM. ANGLE P" Moe. t '�1 _ •� Ma. CAP ® `t �f : 4' +• s 072" Ile 4 Witt- ` O 12^ CAC. 31O5-N,:1 OR eD63-r6 ALD, t w HACKNUT Ot Ak. ANGLE CASEA(PM CASE 13���� CASE C(PLAN) SCALE 1/4'.1' SCAM t/e-T- SCALE 1/4'.1" SCALE I/4'ot" -- Yj v --$ SOUD-SET OR CNX-IN i OR 0= PANEisiM1E -R '\ # "FENNE iYxtREU .. ISkR+G TRIM AT O.No a? _._ "_.__'_..#}. {� j+ # COHCRET a.. . EXS , n t '7,SX FCAN+£G $ 'Jf ,r.:�/ ,o xq OR CDkPH#.rE 840C-- TOP. oa,m OR ANELAA,E ➢INS SSiS q CRtE.^R4T£ F ..,h:' [ an 2".4" 0000 sm OF OPENING SCt1EDULE oN iIA.E75 91 F'1E N.DCtS 1"t, f � V S _. __ - ` COWCR_.. .:ti ART£ MIN ➢ AS APPLMABRE :II ET. _ -_ FRAME q � t ( AN i&WItE a Al6 ) .. 4.. OVERLAP BEYOND -�..,. 2 x W FRMIE. q. 5 Mm n .. R CONCRETE, CONCRETE L OPENING oTll _,,, .. ,.... . .... ,. , .1.. 6rcut OR 2`+4" WOOD rRAtrE. i � �,,/ ,4 . 4 ,S Ikis,: " :,I A'P,."�`- — eEWtTWO ??2.1..`-`1'``T3'#.'3 F' # ^'-"C-°--fix vim„, _......, x,.. It-'-{`.S}'1 rt,.'.!j%1 ("wfti't I *.,, w.,.. § VARIES $ ---.' � } `�,. j "^(.�. Two W/ ANCHORED FROFIT k S' M. f✓ n. REAR Fur FVNCTS WWILEL m $ WAU, (PIMP CIO EMU PANEL) x = $O DISTANCE '1'��-- 11--r : 111 - - om-an`,� _ r 1~, lv.g2lsseaa ,,4iNHi1N.R1grA CASE G (PLANT r ' �'iiE a + t ;A:,r'�(t, I SCALE 1/4"at' wcanE W GOD, � e r ,nR I A• aC ,.� j1': •• ��G�N A�, �• fT f VAUD FOR DIRECT MOUNT INSTALLATION ONLY & ''. F CERTIFIED PANEL INSTALLATION AT WALLS W/ = No, 44167 i SURFACE LEVFl VARIATYDNS tvlTlstN 3/4" c *: AT it FLORIDA BUILDING CODE Non Hiph Velocity Nu come Zone + �L ` EASE E (,PLANT CASE. F iPLAN I : , .1 Z My= "I` 24 GAGE GALVANIZED STEEL STORM PANEL FA 6 SCALE 1/4">t" scuE iJA'=1` 4 "F ltp ,.�-*,aarwN Tn ",,','4, _ EP O GLOBAL PROTECTION PRODUCTS. ITC. D4tk; ILCO1MG. .y .t N NHN IN ,Mi. "i�,'! ��,- M,Nk4P MFFbPq. N t b NNE"IL 1.3MIIIF4.E114arilot-nw 2D-1?5 �I't'M .P#¢IOW PHDNL 125+)566-7$46, FAA: (c64)iW'-67I7 aRP' •' RW4 Maw a.Y wwwl NP- ch- w.yt9 "caw _..�......:...., P.E..=�FA6✓S+CWA11,iREfOI.`iE. WKTER A 1.)T d,.. P.L. - ab ,a -.Ha. x .. _=.._.,.. EXk'Yt H MI6 Hie (VAUD ONLY FOR PANEL OINSTA LATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX. AS D. DESIGN : PRESSURE RATING (P.I.1.) : A OR +. AS SHOW ON - $ & °t MATT MUM ANCHORS SPACING F ED. N 5t1EETS I A'W U CALL U LE TO �1t & � C�HtRRHA. OF. THEM MAXIMUM PANEL LENGTH .L (ti,) TAPCON LAG SCREW PANELMATE FEMALE O PANEd:MAiE PLUS WOOD BUSHING. t" 3 1" 3 13' 13' •• ,w TOP (TOP) ,3` 13' 13' 13' 33" 1 w (ROLL(-) b f!2' 6 1 /2' _ 6 / 2 't f2 D 6,/" 2 (TOP) - -- - a 1/4' ,2 Ij2' 6 t/A. (�t'T.y 5'-0` OR S. e" B� B' - C7 -- 1k55 e. r -_ __. 8' _ ` e• 8' _ 3W (BOTTOM) 1J'^ 3 --- J _ ..._ �_ 3 13 R ) .4S -45 OR A13S n Y"� 13" �13' 13 33 W (B (BOT/DM ) 73' ,3" 13' 13 H 1/2 w (tOP) _ 6(BOTTOM)Iw_ 6 1 r 6 1 2' 8 1/2` 8 1/2"v B 1/2• ROP) 6 1 4' _ 9 2 1 a' ___..,.... 1/4, 6_ �. }S._O, TO a'T = / 4" - ! 6 x - I H 1 2" t �M_ (T ) _2 / -.. t ... J� 7" _. 7" _ _-•-� 3W (BOTTOM) Tn i z' / _ 9� 7 !2 2 %_ t z e (TOP) W _ 3 3 6 2 ! W Bd7TOM ( -- . ___T_ -_ . _ 4 'SEE TABLE $1 FOR WX A.S.D. DESIGN LOADS & W. PANEL LENGTHS WHEN SPACER. 15 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SKEET 6 MAX. AS.D. DESIGNN,nM PRMVK_ RATING (P. Jj N FORE.D.x: A SHOWN DN SHEETS & 7 MAXIMUM ANCHORS 5PACi G a E 5 li APPLtCABIE.. 1 , Ayq t NA ION OF THEM MAXIMUM PANEL L GT1i Ic (It.) 3APOON LAG SCREW PANEL.MATE FEMALE xj PANCIMAYE Puts : W'4X7D 19tI5HR4G 13' 13` 13" 13` IF ,W -flop). _ 3 tiW BOTTOM fit/2" 1" 6 aR II2 6 1/2*-- B, ` 6 F 2" t W 0p) _ _ 8 1/4" 12 S r2' Fa iji (-1T.•) 5'-6" ­--�­ - 7 1/2' B" 8 - (TOP) . IESS 7 _ _ - =. 3W(BOTTOM i 3 t ' 3 13" iJ' 73'-) > 4�45. -45 TD +75. -75 _ t7" _ sti_ 3 T 3 - _ t3' _ 73` 4W BOTTOM ) 13` 13" 13` i3" to'- m {TOP. 13' 17•� _ � , 13"1..2w_ is !• a 4 t W (BOTTOM) Ile -,.- 8 I: / 6 t/ 2' _ _ B 1/2- 6 1/2- / 5A a 5 5' 1/2. J 2 t a + / H 2 1 2 7 , I _ ®{-. 6 1 4' - -, aW bl ) sW _ } 3w BOTTOM (BOTTOM) TD 7'-5' Ir 11. I _ _ 711 4w as mM } T 1 DESIGN &MAX.PANEL WHEN SPACER 15 ' SEE TABLE � FOR 6V+7f. A,S,D. DES G LOADS MAX LENGTHS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE Al A A.S.D. DESIGN LOAD W MUM PANEL 111"' i 40 PSF OR LESS W-8" > 40 PSF TO 50 PSF 6`-2" > 50 PSF TO 60 PSF 5•-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MALE 10 OR PANEL MATE PLUS ANOHORS & W/ 9F SPPi�(19 mItM ,4 j 1/2" O,C, !NSTALLATION DEJAILS FOR UEE SAFETY INTO POURED QQNCRETE OR CONCRETE BLOCK STRUCTURES 1/4.6 TAPCON __ pISTNG POURCO 1/4`0 TWCiXd _ _ IXiSTING POURED ANCHOR & 9 aC tOFiCRE'TE DR ANCHOR O 9 D.C.CONCRETE OR �0 CONCRETE BLOCK -,4, CONCRETE BLOCK 11 REWIRED. �`!{rr{.. TaEOU1REO. 1.y I - ! L: / /+ ,n` r4_ /2 iv4 t" Nm. %N : LENGTH E ELEVATION W SH4M 12) -- i ItsH PANEI.MATE PINS :.,T7 ON R-3A ANCHOR a 12 1/2 O.C. SEE SHOOS 15 # t6 FOR ANCHORS HYPE & w*om FOR 9ISIALLIOM INTO WON FRAME BUtOt kL MWIRiM AAICMpR 6PA&NG• ANp M:N1N6,id ,6AE OiSTAkCE ARE M1ROaED DN iiA6 ,.,Z. E_ iDR E.D S€TS THRV WOCATED ON SCHEDULE REDUCC ANCHOR SPAOM2 In WATIPLYING SPACING SHDkYM ON SCHEDULE In THE FOLLOWING FACTOR FOR MIS OPERATION "M NBE POSSMILL REDUCED SPAT" DWAWED LASING FACTOR SHALL NOT IE ITSS MAN WANALON SPACING OOCATM FOR EACH ANCHOR TYPE ON MIS SCHWULE. 1/4-. ANCHORM _._t/4'p p� R�itti:TiT[ H waft ANCHOR woom D+3 I I 'RW4AOM IIKt Oar:vx. ibl i 3 - .t 3 1/2 aa-' a" J cn, sera D-j ADRBL I= 1010101011: a:1A} TAM- , I/2 ap LL.. - - 2 1"- _._..... .... 0.ei .. _ - ,. P i.Io 3,r - EXISTING NOtIREC• ` CONCREtE OR CONCRETE BLOCK REQUIRED. 1/4-e PA ANCHOR I NU MOUNTINGS SCALE 3/6.1" Y' { i •L. H " PANEL LENGTH t (SEE ELEVATION T DNS 2' SHEET I i - i i..____T p i B �'6 I k I teETQ01 I_____, .. __ d BUILDING CODE iNon Mah Veloclly Hurricane MAXIMUM A-S-Q,L.�14 PRESSURE A Ila -- . 111!111 I MAXIMUM ANCHOR (VAUO ONLY FOR PANEL (D INSTALLATIONS AS PER.SF.=NS I THRU S. ON SHEETS 4 & 5) MAX. Also. OESNN PRESSURE RATING (P-e-1) MAXIMUM ANCHORS SPACING FOR GAM ED. PER SCHEDULE S3.OWAPPLICABLE g MAXIMUM PNa3, LENGTH - IV 00 IWX A.S.O. DESIGN PRESSURE RATING (p,s-T.) MAXIMUM ANCHORS SPACING FOR MIN E.D: PER SCHEDULE BELOW £ # - MAXD'M UM PANEL -LENGTH (NL)13` TAPCON SOUD-SE1 PA41EiMATE ANIEFEMALE FE PAPff11r1ET€ PUI, ZWAC-TWIN CId.K-IN TAPCON SOUR -SET ➢ANELMA7E F'E1WF tO PANELW+7E PLUS YAMAC-NNUN -IN to m mmm to CREPE m CONCRETE m m COMBNMTKN or THEM m L.�.,,m�,,.,�. F'-•-""Oik. m m TO C if, m - m IXINFRE,E m movErE OF new +45 -45 DR I.t37S 13' 13•13't3' 13' 13' .W. �,,�,­, t3` 13" 1(1OP) LE55 LESS 45.. -4} TD. .0 -65 il' i 13' 13' 13'43` t3' tY f3' ,Y 13" X3" N iJ2 i (TIP)t3' OR 13, 13" 137 13, i3` tr' is-~t}• 13 1 (9011DM) 13" Ir 13' 13" t3` t3' ,3' tJ` tY 1A' 13' 11 1/2 1 (B TTOW) 73' I Ir 73, tl' 13" Is- 1r Ir Ir tr ll" Ir 2 (tom). 13, 1Y 13' 13, 137 13, Ir 13` 33" _ 13- it it 1/4 2 Crop) IF r 13' 13' �13' ,3' 1• 3 i' t 3 3 13' 2' 3 t ' 3 i3 2 BOTTOHH } ( 1 3 13' 73' 1 3 / 3 33" 73' i 3 1Y ,3" 4Y ;1 1 2 / 2 HOTID { M) 1 t ' 1«.' t3 ' 1 U" 3 T_ 13 " 7 (tiiPj 1 3 - 13" t " 3 1 ' 3 13" a3` t3" 13" !3" 13" 13 11 3 ! 3 OP (T. ) 12 7 '12 I2 1 / 2 6 1 4' / 6 1 ! 4" '+ ., "`12 t: 2 j 1 8 4 I H , 4" I 3 9oiiON ( ) - 721 "12i / 2 I2 61 }' t 6 4 J 123 !2 27 2 /. - 6t / 6 I 3 {ODITOM) ° 7 1 2 4 (tT1P B' S 7 r / 8' i 8" $` H 1 2 / 8" 7 1 2" / $ H' 6": 5' ) 3 73 73' 3 � 13 13 7 3 ,7 13' t Y t 13 3 _ t3 7 3 i 3 "� ;" 13 r3 3' - 73 7 , i3 3 t3 13" 1. t3 I 3 _ I," "` 13 :3 _ 73' 13 _ 13` i " 8 4 13 �a3 L _ 6 t 4" 5 OP : ) T1OM. fDO ) B {TOP) _. $ RLTT'F.+* _... 73 - i '., 3 _. I i3_ _ 1Y _ . 13 13 _ 1 • 3 $ , 4' _._._ 13 t3 f3 6 i 4" - F 3 1 3 _ t3" :�4` a , / t3 13 T 3 B t 4° -_.. - ,3°• 13 t 3" _. _. 13 t 3 1-' 3 3 1- 3 i13 3 ^j�.'�. - _ ,3 13 _ _ i - _. t 1 3 1 3 _' 6 Ile / i i a_ 7 2 f 11 T t 6 1 4twaw .. (lam ,. Ra":T ) (. 8 Y-) _ 6 �T3,"* (. ) 33. ?• 6 " 13 1D 3 2 % 1Y 7L Ir 7' �.. 7:t/2 5 tf2 t3` 4 tt2 1 (TOP) >S,-0" ,O i4'-4' 13' B" _ IJ` 13' S3" $ I/T 7Y 'a 1/2 ` 9 1/2-15 1/Z" ,3" I5 tJ2` i (lrp) TO 91-61 t3' r 13- 13' __.... iY 9 1/2 . . 113' , 9 ,/2 10 1/2 7 1/2 !3' �_ $" 1 (BQiFEA,1) 13, 7 1/2' 13' 13' fi3' 10` - i3` �IY 7D" it' j H` il- H 1{2` I (BOTTOM) 73" 5' - tY 1D 1/2' 13' 7` 113 1 77'� 7 1J2 9 1/2 13' 4 1/2- 2 (TOP) 13` B` 13" _13, _ 13` B !/2'_ 6 tlr 9 1/2' 6 1/2' i3" 5 iJ2' 2 (i0 ) t3` 7' 17• 13` 7Y 9 1/2 " ' 2 13 , 4 1J. 1 Q 1 /2i 0 J 7 t 2 t t • } 6 1 2" / 2 OM (BO7'f ) 43• 7 1 J2 13" 13• tr t0' tu" tO" ti- _ B" it H i%Y 2 (sartio I t3" ?" _ 13' ,3` 5Y 9 1/2 t3" 1 9 fjX to iJ2, 7 Ij2 !7` 6 ,/z' _ 3 (fCF') Ir 7 1/2' ,7" r3' ,3' 14` 2:--La'- i- i"� 8' t3` 8 112" 3 {iCA'},-6„ - - :2 ,/2'12 1/2 a i/a° 6 }/4`. 12 1j2'.6 :/4" - - 6 ,/4" 6 ,/4' - (eotTOM) - - 12 1/2" 12 1/2 6 Ile 6 I/A`. 12 1/a 12 1/2 - - B Ile 6 1/4" 3 (BOS(O o 7" `•. 3- Er 3 1/r '. 3 i/2' 8' 4' 4 i/2"j 3' 8 ,/2` 3" 4 (70P) F ,j2' 3- B' 6' T 4" H' 4�4 I/2' 3 1/Z' 8 iJ2' 3' 4 ITO➢) 8^ R. - 6' - 8' - 5 !-Ir - 7 1f2'�_- 4 (SOTTOALL 6' - r r - r - 5 1/2' - 7 1/2" 4 (BOTTOM) 13' I 7" 13" IY 13' 9 t/2` 33' R 1/2' 10 1/2"17 1/2' -73" 8" 5 (TOP)t3' 13' t i3" IOC tJ" tR' ,i' $' 13` _ 7' T3" 13" ,3' 9 Tj2' 13' , 9 if2":t1 1 /2 7 ':/2" S7" I 6 /2 S (90TTOM) 1 Y 8 1 r / 1 3 13 73 74` iY 16` 11' 6' 13 B 1 j2" 5 (. ou (aC+TT ). IY-m_5' 13' 1D 1/2 1r 7' 1Y 7` 7 ,f2° 5 1/2 1S� 4 1/2" 6 (COP} Y3" $` 13" IS' 13" $ ij'G`. 53" 8 tj2' 4 If2` B t/2' 13 ,'s tf2 6 (LOP) - t - B EJ4" a 1/A' $ 1/4' 6 t/4' _ _ _ .. 6 1I4'..6 if4' 6.(BCTT."+) - $ tJ4' Ile B / : t 4' fi J Ile 6 1 - _ - -` 6 1 4^ 6 4" fl 6 mv- SEE 3i1W II FOR ANO40 b TYPE & SPACING FOR INSTAUAT wo WOW* FRAME aulao1O3. e WNWUM ANCH69 SPACINGS AND MMIWM EDGE INSTANCE ARC NO!CATO ON THIS SCHEDULE FOR ED.. LESS THAN INO:CATLD ON SCHEDULE REDUCE ANCHOR BT•ALW'O 9t "WIYND SPADLIQ SHWA ON SCHEMAE RY THE FOIROwNO FACTORS. FOR THIS DPERKI'm m DE POSW44 REDUCED SPACING OSINNED XISIN SPAAL Not BE LESS THAN NINIMN SPA/ IMIRPIVED FOR €Ms` AA'IOR HYPE V Sal fiN S1_.. ANCHOR TYPE 1f47! t/4'p 1 4'd ➢ "u� Ilse °N`°' ­Ilr. if#y face! eum-aT &IOC -AMR w 'taf8Mt1M ANG19R SPACING. (W,•) 3 3 S s 3 ,JAL 2 ,n moommem TP^t 3 3 in• 3' 3 3 5l2' 3 VaANa QLbj $ ,'Ir I 2In` S,/2 -'I,/2- 4 AL91YL WDSRICCF .) FACTOR - v+ s4 _ _ . _- _ - _ -- __..__ - __- ..--- o- --.__..— a6D -- t- Iso -- - - ----�-= --- - - SPAC3NGS ONLY VAUD WHEN SPACER B IS USED. SEE .FOR MA%. A.S.R• DMIGN LOADS & MAX. PANEL WHEN SPACER IS USER: I; 3 MAX, D.M (j)' -`Mt 3 Or 4 AS& DESIGN LOAD MWMUM PANEL LENGTH 40 PSF OR LESS 6'-B" > 40 PSF TO 50 PSF W-2" > 50 PSF TO 60 PSF 5'-10". A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLO SET ANCHORS & W/ SPACER AT 12 1/2- D.C. _ --ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14. 19 &16)-_.__.._.. -- R-IA/13, R-2A/13, R-3A/14, R-19/13,. R-2S/13, R-38/14. 3 II tqN R-f AW015. R-2AW/15. R-•3AW/16. R-0W/16. R-28W/15, R-30W/16. r-^r - `..R_-_.__ ! U.._.- --.._.-__._-......,_.�M,____.-_.._._., _, �r__ --- C1 0 0 , 11 i E i I �i. .. -- ---._... __M. __....__-.-. r--�_.__..r-'1 0 0 d '! --- , ---. I I s r I jj � I 4 y I i € E t f I E 4 j} I R I I 14 1 t -----------�­­­­­­ _ ---# i Lf2 I A Z11 i"e-2tlx1" 5.5: ROLLS W,�f '€.' (USE FOR PANEL LENGtH I MAX, 7._ I PANEL LENCM 4Vr'R 6`)I .D R AN e-R' P 4Q-4D.O TH a � REGLJI.AR STOMP EL�t :. REGULAR STORM NYEL. R w avERLn➢ MB} PANEL LEN9i31I_.,.___.. 1 ---- . __ w -__ ___, __ _ ----------------- t � 1 Li`F SAFETY STORM PANEL 7'-6' a +5(1.4 -54.8 p.ef. -. = { ! . (W/0 OVERLAP ARD PNIB- L€NGM BOLT I kA'E 2'-8" kRN. 20 , , - - - A _ _ _ ,. _ _ _ _� _ __ - . R ALL l4GlXa14+Xu I t ' I S.S,. RaiTS W�t i AT cA.. O:'ER1.AP-." i t i I ! ' t1.-,­1-1-­- T ri ( I Iy . : .. e . ....... ......... ..... I ....._..._... c i s� r tl _ _ _ _ __ .. �.._,. __,. ATV_ _ .2..NDTCHES STUD .._ ,I) Ri,. ( e7CA Ib 9Y iJFE L T SAiEtY s a BOTTOM iXXtNERB - i' PNCLR 4 !L DTI., L _` `° OT WIND NUT A... tvMG RIFE AT j• W&- LEFT PANEL RIGHT PANEL 3 WaX. �" NVSTALLATKRYS ONLY VAUD FOR W940 :1' Law R-TA/l& R-2A/13, R-3A/14, R-10/13, R 2B/13. R-3B/14, t` MHN.= SPEEb uP TO 77Q m.RN. �R-lAW/15, R-2AW/15, R-SAW/16. R-LBW/15 R 2BW/15 R-38W/16. -_-_ -_ __ _-....._ _._._ ... _ ---ANCHORS (SEE SECTIONS At ALTERNATIVES ON SHEETS 11 14, 15 &181_. ..... -_._. _._.._.__. _.. Tf4 MAX. GAF LIFE SAFETY STORM PANEL CVLEYATION (t) -(I) -� SCALE 1/4"-I' il T -� REGULAR 2.SB7 REGULAR $4RL -E�-AF 1 WH - YAUE+9 ma �._ STORM PANEL ( STORM PANEL 9`H'- , I 1AA+1YNtIHN a N 1 taFE su-erY PANEL ,1 , *- FLORIDA BUILDING CODE Hon High Valooly Hu r Lone Zone), 24 GAGE GALVANIZED STEEL STORM PANEL G07(27/�}Gi.OBAI ' EMIRIGHtodAlOA,, mmP aaxAec r , / �•,,.f $'V� �-=ECO...." PROTECTION PRODUCTS, L.LC. CITESECTION A-Ar SCALE 1 /4"=," % _- ,FE / .f-Arr f •r �. 6<: N.. xl�+LaMt<. w A1A - r O - , ko . k34R w,_- 4610 S.W. Sl STREET wAe. Ft, 33;kt+ "aw- (rA)66R-ie+A FA,I. w1w.effi'I 20-175 P.C. SSM/m"AT�JM,E M--WG6m 7 "u to w i eea,ww mgaMr - �bM tb: • �'T'I+I , � ,2 or is WL0 1 A tW ,, Ar., P.E INSIALLATION DETAILS_A INTO WOOD ST ! WOOD HEADER "",, _. _Vjl-OO HF}d7EP `+) I "r_I II HOC, HEAk�R _F Ir _ W'OOD tiEA19f+ = : '. N'EWI12E0 '. ._t1. REQUIRED - I}!--HIECUNTED 1 ,j>iEv41TRED .. iI i[<`A TAFCDN ; 1 1/4-. TAPCON T I e# TAPCp: 4`► TAPCGIY - "i ", 1 I `iompt T 1'� - ANCHOR O 9' D.C. _ ( 1NCMOR a 9" O.C. i 1 O 9' O.0 ANCMDR O 9` O.C. W I , _ ra 2 2 2 I ' N ! = It _ 1/2` fi/4- t: ,i l/2` 1/4' I iJ2^ I 1iJ4' ,/r 11/4' ': i '+� I `` I , . iAAz. .._..-:. d ' ° f l I �>: i MAX. _ _._._.__IW­­ - -.,1 __ + ' ,,. I I S AI , h, I r' A4n. III ..1. I 1 ,, I /: , y 1 .' I 11 i ,I I „E Q i /j I i ( i� {al 4 N la `"`✓ 11 1 I I d +',-w.a° xw C I w. „_i-1 - Im.TS W t : 8 1 1r4•s-#mot" � u `". tI 9a * / r 'iI AT iA. Q .. j yq� rbf ::: ,..X"Y EX150 R L . 1�/&4', 24yI" _ p , ..,f,.-,:- . 1 EX , 'T Xs. W U W t. �. l : 47^ ..x,-..- - . yCq OIASS AC. ;"'. _ I {GEE FORiRIii.' ��. `•A ,' j GtAifi ...' iM .++.::. +' #6€ t G ""'11 t , _._r , . . _.. : ,.. . . I3 6 � Aara9H ,Abi r-4 i k fi { it 1 IHr.719 Q,m 7`4) B I I A I $ %, MAX. Ti I t 11 (A, I I '1` MAX. R I __.. i.__..___ ii _ A ,r_1..,._..;11 PANEL LENGTH 0 - __. ( ..__, _- ' A .__ ._.... L.._._$ R. PANEL uxm ii • T 7 1 M.x. "� T1DN y (SEE 1SEVAnON I{ 1 ) 'L Mu. W - ',' 4 . 11EVA $ ! ✓ I PANEL LEMGM B I 1 ON SHEET 12) U i PAi#L LENGM A I C ON SHEET 12) .._�. __./. ..- T- . (SE F.1E'rArI4N II T .___.... I 4. _ . _-. -:.-.-I (SET il.i!-ATtOFi R __-+ �.._.f _- ION SHEET 12) 8 1 t _ n 1 -�,.__.{1 ON SHEET 12) 6 1 ,!ff- C� 1 , V . y t" M;n. I p Nt {".....1 � D---SEPARATION- N-u``=-'�` T /'^'� N+--SEPARA7I01 1 - _ _ ,. __ .. _ -. t.-. { 7' a To CLA55. 1 G i-- P !i - 9 7• MIT i To (:LASS. t lf2 $ II-- $ i ¢ �' 9--SEPARATION i $ j 6 r^, tD GIASs i e I,�,^-j i 4C L/2 X TO GLASS i-(?._C2 e , -. I -.�. I i __ _.@t .11! -T I s._ _-. t i I I 11 E i i L ., _ 1 - `- - 1 arI /r- I .._ ,=-.:-a, _: `'t .1110, 1 ... `L_ J n ° I 0. 1. . -- ; "` 3 ` : 1 _ 1, _ iii.. 1 `.> � __' £� ,-s .-�' R `-'�..1'--_--__ - -_ ETC. ..,tee. _ ..: -'�s+. `kom.s/r N� EO _ ."__- _-'-- T - i ' r r r, I {} 1t _. 1 '2 , i I 1 i k I' 19 I - 1 'I 't/2' , 4z 3 I a " t}}4.� 'i °1 .._.. § I ' _ _. A 2`te WOW I ,' I_ -i .ic fix N.S I I S, sII' � PRATE :(_, eQ,TS ;.I , I y ...-d _� I s' 1 t rA"e TAPCON ! '"4`P TAFCON ReiW3F#'it I ! II 1 +'4 tM00 - 2`x+G". ti 1 I�. 1 N yDDo NYCHOR O 9' C,C ANCHOR a 9` SP ANCHOR O 9" O.C. PLATE .' " '1, R D ,.. ••<: ( `L STAGE' O ..'+. ",. 'A. li. REbtH01EO � '' , t/4"P IAPCO" ' S"FAOGE ED Wl STUD .EKED W/ Si`J - .. -.. a, ;�.. `t I r k !'; 1 I j ANCHOR O It a,C: tt ',1, . , r! "z4" WOOD 2"Xe WOW „`+ : , , .�:., y _.' --_...,.- ....PLATE ; .. , ' ..., I : : .... ;" LATE .� ;: , 4 -. t"k ...�...,:_ _ _. ..,.._.._, , REOUtRED ': REWIRED � .: I .... I _yaw E R=11 aw �y ALTUNEATIVE 9-28W ,BETE: Sdi �e$i iS E ! IE FETY ANEt_ It UM M EFAI� * LJFE SAFETY PAN Wy,E MOUNTLNGS 14101144;AH WALL MOUNTINGS SCALE 3J6=7` !E SCALE 3J8-=t" 0V,7 �? 1R.. BENS =y FLORIDA BUILDING CODE (Non HILb Valoelly Hurroan. Zone) MOM: 3 , s->pid 1&7EC0. eK. r3_ 24 GAGE GALVANIZED STEEL STORMPAN 1, INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN 0. 44167 S EL .coil+ ®" 7/vA m PRESSURE RATINGS (p.s,T) AND PANEL LM,I;7 IS AS 2 * * * ` ��` UC LLC 0 :w% �' GLOBAL PROTECTION PRODUCTS, LLC. PER ELEVATION ON SWEET 12, STATED / #I�, DATE. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD s •y'I +m It.w. 51 $TRW MEMBERS TO BE SOUTHERN PINE No 2:. W/ SPECIFIC �,r fl(7R1U '� i..s�^<-s.7 k. I .MA, lu{ -� " Co"°Yr w ° ,L'L =I, : 20-176 : {IYf} uI_,y-. A>,-1 W., (ie4jbMa5+b. FAX., (W)886-Ofil' DENSITY OF 055 OR EQUAL.. 't4j. "••'. w` .-"W IN..4"eN.m*, +S'�' ,%o. .a,Nrmx rA,c +[r." pNRIs.. ORAWwpO ,ro: CA-M6977e MAMAA D CNAItRUJDA/E wN.TER A YUJI Jr,. pjr- ,4e itRET Se M I. (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAIL A.S.D. DESIGN PRESSURE RATING (P.A-F.) MAXIMUM ANCHORS SPACING FUR MIN ED. PER SCHEDULE BELOW A. rP'3NCJ18f.E TO yNtiN@N PAF1Ei, LENCIA `S' (R1) MAX, AS.D. DE9r,Yl ➢RESSURE RATING (P.e-i.) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW -PANUA- EL F TO - ECODINS R 0 MAXIMUM PANEL LENGTH •L' (n.) TAPCQN SW3D-SET PA2 'itk`!{1 ➢ LUSt 2'.AM:C-NAUN - CAL#-SN AINY TAPCON SOLID -SET FEMALE 0 PANEL4ATE PLUS - �� m m m m m m I""(i�HBIiJMA= m m m mLw�Hc1E TO tiotvalE -: }+&9 -65 1 -7 13' t}' 33' 1 13` 93" 33' S3` iY tY IZ' l3' t@` 1 (tE$+} , tlR L1445 > To $-0' >t75. -75 .IIA.-Iflke il' S' tJ' )!G 1/2' i3' a 1/2` iY 6 1/2` 7 Ilr 3 1/2' 13` '# 1J2".I " R LEss E IY it" t3" t3' t-3' #3" 13° ' 1Y TY t3" to' I olot QM) 13' 6 1/2" 13" I:r Ir '. 13, 9' 1Q' 71/2' 13' `s $` 1 (Bot7o) i3' /5' -'^ ! i3 t• 3 1 Y 13' t' 3 t ' 3 i ' 3 12` _--.—_---.----11- 13' 1O' 2 13 5' 't ; 1 Q 3" t2" i3' 6 7 / 2 t3' 6 12' ! 7 1 / 2 S 2" i / t�:" 1 + %2 (GOP) 2 - t 3 tl" i•. 3 1" 7J' 43" 13` 1 2 2 0107T @ iQM t ' 7' t3' ` t3' 3' 3 II I %r t, tr 7i. I.6t (DB71D 3 N iY _ kt'" 73" 73` 43' Ir 13, 1Y T3` Tr lr I. 3 (TOP) 13 73' tJ" t3' 4 ltr 13' 9 1/2' to t/2 7 7J2" T3' $* 7 (TOP} �-. 1 "i2 2 t 2 t 1 P" ! A' 8 1 b 9 4' ! / x 9 , I2 ! 7 2 2 I ' -2* & t ! 4" : 6 / 4' 3 t#i#TO04 t () t 1 2 t 2 2 !2 :. 6 4 4 __._ t B i 4 / 1 t2 2 / 8, }' / - 4' 6 7 4 E 3 ! ! 3 INTO- L9 } H' 8' 3 �: 3• 13 - 13" C. 'A" kv tt ' - 7 1 X / �A° H" 93 T * 1 3 - 6 1/4'16 1Y 6` f !3:!4 E3' f t3 1/4 ' 13' 4" - 8 g 13" 3' 3 33 73 H I/4 6 t/4 t3' SO' B q B '. 13 t3` t3' •- 13' e if2 f B 13' : tY 33"' - TO- 7' �''. 6 13 " , " 3 - I,- 5 i Z � " a I 2 - $` B" ' R` T3 . t 6 Ffi`..b tr 4 1/r 4 (TIP) - 4 ) T0' L�OF). 5 DM (BOLT 6 CYO t,f#' $ 6D7i,�`) 6 I/,l 1 (TOP) 9" R" 13 t. , s 1 ' 3 1 2` - / 7' 5' e' 1 2 5 f e J2 # - t 1 3 3 `, ' 1 ' s 3 t t:": v101�. 3 ,. 7 H 1 3• 13" t" 7 3 1 2 ,.--- - 9` _ 9 1:2' a i'` l2 -,. 8 6 _ 13 a 1" 3 + 9' 4 2': T 1 6 2 / 4 9 l2 1`2 Q FO i. 2. __ t 71-..$ I2' �3" t ! i T ° 2 4 1. 61 " t '4 2 2 _1 ! ,3' - $' F .3 6 " - 12"6(i 13 ! a (rQ J s TTOM' ( ) lTtN ) )1 5 BOTTDAt ( ) ) _ _ 61J4`9 1l1'. @ if4' 6 7j4' 6 1I+" B lj+' - - {},Jq" fi 1J}•'6 BGfI.'") 13' 3' t3' S1G 1I2°" 13' :i 1 2' 13' 8 t/2' 7 tfr S /2" 13" ,s 4JX 1 (!QP ' TOr Y-5" _ 13�7 iJ2' ,3` } X3' tl" 13 iJ2' tl" 10 1t2 ti Y -- T 6' 13" I (8'.1tTOM) 13' ;5- 1'.' t3' iS ( 9` 13" 9' id' -> lt2' 13" 6" �33" 9 (BOTI'OINj ,3"--{1-7 lj2` T3" T3"- t IQ" 13' !0• 11' @' 13` I 6 Ile 2 (W) 13' S' t3" 10 1f2" t3"�6 iJ2' 77T- 6 1/2° 7 1/E` $ 1/2` d�t/2' Z (10➢) ,3` !7 1/2" tY 73' P' ,Y TD if2" 30 1j2 it Ij2` 8` 13" 7' 2 {BDT'ftXE) IY 7' 13' !3' 13" 9 1/2' iJ'B ifl" IQ iJ2 7 1!2` 13" 6 5f2' i [6@tftSN) • 7 1 2' t ,IU 1 »t-3-� "11 1/2' 6' S3" I 7` 3. MR) 17` 7' 13" t3' i3" 8 Ij2' 13" I9 1/2` t@ i/2'17 I/2'. 13, `'- 6" 3 (TOP) z f Z /2 i- 2� I 6 Ile B i/4' I 2 t 2' 1 6 7 4' I a f/+4" 6 1/4' a (BOTTOM) _ 1 - 2�u2':2 S/2- B ,li" - 6 ;tA- A3 12 1/2. 5 ;le - - Q 1/4" 6 Ile 3 (WITOW 77 1/2' 3 1/2" 8• 6" 7 1 V —4'... 6• 4 1/2" 5- 3 1/2" 7` + (tom) 7' 1 r 6' `5 1/2' T 4/2�4` 4 I/2`{ 3' $ yr 2 Ilr 4 (TOP) r - IF - a" . _ - B- _ 6' _ 8" I - 4 (TIQTFOM)_ _ 6 t/2't - 6' � C' _ S T/2'4 - (BD710M)t6Dtmuh ,3' 7 lfr 93' 1 7Y t.3' t0 P/2. 13 - 1fl If2 t1 t/2` 8' i3` 7' 6(iE9,} 1 3 612 / 1" ° t 3 3 13' 9' 1 3 9' ttl' 7 t2 13' 5' 9 OP n ) 13" 7 1/2" . 13- Ir ' 7 ' to t/2 T. tO 1/2 11 1/2• A. 13" 7' S ( mm) t3" Y 13 13 t3` 9 1/2, it 7vet3 6'S {eQT1Ol1I_t3'_ 7 1l2' /3' L 13" 13` 1C if2' 13" iq 1/2 11 If2` B` /3` 7' 8 (TfIP) 13' 9"_ -R 1J" /3" 6 1t2`. 13- !L/ S t75' + I/2' (top)- 6 i 4' B a' 61J4'r6 1/4 - 6 if4"6 tf4' B (8O7T,*') - - If4',a tj4" s I/e D I/e - ! - 6 1I4" a t/4" 6 (&:1m ) SEE SKM I EON molom TEE a SP,Ati<L+46 FOR 44TAUXI MNS we WOOD FRAME Hlumms: t WWWWH MCHCR SMICINOS AND MINIAW LLGE OISIAICIL ARE IOIGATEO ON INS SCHEDULE. A'OR E.D- L65S THAN INLN m ON SCNECkAr ROUGE A,a'2OR SPN Ra HY tA1tMYNO SPACING ffiNGNN ON SCHEDULE iTF THE Fgtk Y*W m"Taft FOR Via OPER A N m Be POSSIOLE. REllUCkm SPACINO OHTAWJ, MI/G FACTOR SHAH WOC LEW THMI 000041 SPWAIR RICHA D) FOR CAM ANCHOR YYRE UN Mte SCHEDULE. - Aj4"p.. 1/e, 1".. I/4 . ANCHOR 7VE H'plm _ -8T : tow _.itf,_ aAMw-Iww. _l... wrtw MINIMUM ANCHOR BRACK 0.) $ 3 a 7 2 ,/r 2 t/2 AVNRNHM EDGE MI 3 s,/r S 5 21J2. 3 1A6TAWIER-I.i .--site!) R. -7-,,r-- z ,lr 3 In 3 t/2' ACTUAL EDGE D61'ANCE - .FACTOR i Ij2• O35 ^- 2 n. GA,`- a asa _ 3 Q$5 0.7E ,=-- a,N .! ,/r _ ___ Y _ 19,4 I.IW I On +' ONLY VALID WHEN SACKER tS UEED SEE T /i FOR MAX. NSA,: SPACINGS DESIGN LCAOS & MAX: PANEL LENGTHS Yft" FACER t5 USED. I A,S.O, DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF r-2" > 50 PSF TO 60 PSF 5'-10" A MAUL PANEL LENGTHS ARE Y ON VAUD FOR INSTALLATIONS WI SOUD SET ANCHORS & W/ SPACER AT 12 1/2" D,C: I INSTAf~LATIQN UE1AI S�� FOR LIFE SAL TY PANEL it ) I INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES T ! 4'e T # 'RED i 4'e TAP ratED 4"e. i N CONCRG TOURED 1 4 a APCON bkISRNC POU R APCON SIfAXi POU EX'Si ttt,'U ANCHOR O 9" D.0 lONC1iETE OR ANCHOR O 9 D.C...`4%1NCRETE OR ANCHOR a 9" G.C.CIjWC11ElE OR ANCHOR 0 9 0 C '' , ` F E bR !/r%'' CONCRETE SUQCx I CONCRETE GLARED. R'c{iUIRED. BiOCRr'' REWIRED. BLOCK4 ' GOIA`,RETE StOCic -11 s % y f: I ,.v _. : .. L 1 I , t 2' 1 7.` � a' l ! 4 / ! 5 Y 4 4" t 4' 1 4 I / fir I % 4 Y 1 ems, k i r. r - 1-1 iI ) `fr ; ) E.D.► f g f t, s ED.e 4 i c• Y. I E O "' '' T s r. .. r=✓ ,r,'`� l ,'a t d! }y' ,�jj'' r N A�: 1 s _ I , t . , �x f. 1 lo- in 1' Min, I 1 �� t 1 - 1 1 1 1 A R-' 'SEPARATION ! tI--SEA RATgN- i jf( I 1 i lie- t � EX 1 d+-sa.1' I 8 f, t/+?- E7Sf5NN,G it 70 of ASS i /s'4-1• H :F 1 Lm' IS718(4i t0 (d.ASS. 1_ t ,Y.-_.. _ 'Ss .BETS W S 333 , W OITSDN 6 . i `E w CLASS D _ 1, s,r�'- '3s ;ss W EXISTtrI�1 ,� MASS IT -.. t :''7� R°ka�sm LYA55 _- _ _. 1... .. !T --;f T AT Es, GtA55 ...- . '{ -, i. _- I' A 014YM R _.._-_ ._i__. _3 A-e G R. -, ..I - 1. 6 -. ... /` - 1 UM , Iwo if; I li £`' I. a r g _.A 1 'i r ; ! Ittt:en ..gF Y-iCJ X I 't` : N t d LFAG1N ,Nis >-ea N I. .., _-'__ B is - e..- _. _. _. R I q T B i 8 8 - 1 I 1LEN 11 I 'L' AUK. 1• MAX. t a_ I ____ .___c.__..F _ .... _._ ..-. R ;PANEL LENGTH PAN T P E4 LENGTH ' P,Aks7 LENGTH 6 PANEL LENGTH v' r F 8 t N t � r : (SEE t1.El' TiON A -_.___. .. . �__ _.. ELEVATION ELEVATOR .-.�. _ ..A -_,.. ... ( t I $ SEE ELEVATION E "Y -I -# ON HET 1O 0 I (se'c `, T` -r-�- ON SHEET 12) it 11 i' Min. [ I CRH SHEET 12) @ i _ _, _ j. aHL SHEET t23 11 T' !Fin i C ..__;_.. _._I ON SHEET 123 11--SEPAP,ADOk' S I - I ._., _ i B"n ARA7Rkt i_ d it I N G145S. Ate. i I u- _. __i__ tl.....,,_. _.._l___. _ H - R R 5 IT 1�j.: 1 1 q { r 1 = r I f ! :Y Y% r % r 3 T 2 U r. `° + f r 1 I T sr 1 d!rE r` F t j 1 Y i i 1. I , 11T s_ I f" i 6 I e i r 4 E.D. ,�J`r .D, t. ,�...r. t O f=n O E E I r ;r F Y4") 1 x L" r. P I " 7 1 r r � s <x s i' !° r l YF 7x, 1 -. e i a^-i tt Jy I , I s ✓>{ I #Oc I l.*s.'u i ' GO i ...; • L_...... -" EC i ... a;- ..,,.. .. _f, ..'-'I- �. L t i ._ .S__t..__.i t.._EaY Yr4'p- 4' 1 / 4t- 4^ 3/;" _.._..__....,.._ _.... --. , fi :. . _ .,- 1 x' � ieit� WL Ell , ;. _"' � �rn Ns. I _^.,j• a is 1 Dn ;;: e u 1 as i ­dA}) Yfi� '-"-,q`y4-�� Y • dry . t :�- �/4'e tAPCON�" --J4'i k3M rT__I/'e TAPCON _t/}'r taPCaN ANCHOR O 4 S,C, ANCHOR a 9" oC. ANCHOR a 9• D.C. ANCHOR P 9' 0-0. EXISTING PCAIRT0 CONCRETE OR ';. EXISTING POURED CONCTtfTE OR _ fMT*C POORER CONCRETE OR E�DNG POURED .CONCRETE OR I CONCRETE BLOCK REWIRED -`-CONCRETE BLOCK REQUIRED. -"L'OHCRET° BLOCK REQUIRED. CONCRETE CONCRETE BLOCK RECURRED. $EI LION R-1A UN R _7.E1 $ECTLON R-28 REGULAR RANEL 5 2 _MH' IiEL 4 GULM PANELS 4-lAEE..$AAFE7Y NEL WALL MOUNTINGS WALL 11110 INGS SCALE 3}6-1" ,' ,"IJOINfop" rA SCALE 3/8-1" law P..- �•iCEN,IF f' %'p'W,- , /' VACOALi No. 44167 '; w FLORIDA BUILDING CODE (Non ,High VelocityHurricane Zone) *� ! . STATE Of 'rs --" nrLrn, iAx 24 GAGE GALVANIZED STEEL STORM PANEL pqN x'7r A. O R 4 s� .... OM S'' •••. _-------_ ` tip. I C O INc. GLOBAL PROTECTION PRODUCTS, L1C. °� af10'q rrF�N� ANIO-2<%"'23+ - o� to .s"°,e .,°rAapOBip '•mute, alswc: wow-MATEn s i" . *0.)etN-erst 20-175 CA-0006714 PE SJAf$Y.N:r.*, m IFr�IEA h N. l N.O,hW SHUT IS qP 18 SEE. SHEETS t5 $ ie FOR ANkNfMS ANCHOR TrF6 .vim .7I4.i -.. HYPE 8. HI'ACMire FOR tM6TAUAT4ON6 kvtO .. MOOD FRAME BLTI1WNISS. MitdM #4CHdR $HACItgS AND MINMiUM �', ANLSICR�,..' ifl 3. "NWpmUNFm41 `CancFSAt (1n.) mtArre4R.a.1 A,m,�,q �, (p}y ,:.....7. .T. EDGE DISTANCE ARE AW01GTIm CRY THLS FDR E.D. LE55 iHaN PAIC,ATED GN scME7Xlu ItEtNICE ARHCttDR SPACING ACIIAY. IDL' DTDieC€ FPR10/R Rf NLIi31PLYIlG SPACICIo 9N1:Wk ON SCtiFSttLF. BY rt4 TTALOwWG FAL'TDWH FOR THIS OPiYStTICN TO DE FOS3RILE R'EDiK11 a+AGYrtQ O8IAPNC4 tF5A90 FAGTOR a+1-il tK9T HE 41.55 t1Up1 ,+`H _ `_ 3 to _. __.. _- D.M �_ - bFP3RA.M :,PAGitiG [HORN.'@ FOR EACH ANGtS}II TYPE OF1 THIS SLt1E0O.0 _... --Ai-.---- 3 tn' ID6 - --- INSTALLATION I--- I" WOOD STRUCTURES a jWOW i NEIXHRE ER } _ o IuOREDiEAbER I I I'll 4`e TAPCOk _ 1 4"e TAPCON 9 - ANCHOR O 9` D.C. i ;'•_ i e 8' D.C. " I � I -- 2 "I � I .i<, : •'1 i a _l A 2, { : tf2" Si/4" . I. !jr !1/4. :r! F ,., ff. i 4 , t ... I y:� ,. I .: ! 1 1 IRO f( :-r r Mk !,.i I ,f , I j { I.. -_� 1 �.. 1! .. T 1 1 ri i n I/e�XIxl" _ ; s 9a,t5 a '. ELSt't ' k 1 Y sxx+ - - . .... J�� SF I HG.-I! qq . _ / At u _^T 53. 'T2 W GRASS qa O r 6 AGO E,tI - I I U__ " 11 I 4 I it f i . j `L" MAX. B �j 11 `L' MAX $,--____-- __-_.. __ __..!__.- - ' - .: -.. 5" PANEL LENGTH I 1 PANEL. LENGTH ir_..-..____ . _.,.,....r... .. B I (� EIEvATON 1 SEE fLEVATA7N R (. ON St!k_TT 12 I 1 I ) "--_- -'-:- DN SHEET t2 ` pg „`NI P-::.-� -- - -- r- -.2 - N1 Min.: - IT'--3EPARATI£Ny-- i � I B t Mh,. ! . TO GLA5'a. I '�.J tF--SEPARAI',Ok'-_ I i! ! U2 "-2 it TO GLASS. 4 S' , t I I` . - e 0 — F ' L_. , , E 1 i1 I C L 2LAT PLATE WOQi).... f; PLATE 7 R ft E ED R U a EC IREO i' t <"o P. ATE PLUS i "p P. M0. AYEI,AY S $ ANEL I PLUS l t1S z _.,NMI a 12 if2" D.C. •ff . _..N7Ctit7R O 12 1%2" O.C.. i - AST iL-BBW c� NE I L}FE SAFE Y PANEL WALL MOUNTINGS I%tl aJtfLlir% 1 SCALE 3/8-1` ��'•'�GEN c: • ✓ - z ; 0 44167 FLORIDA BUILDING CODE Non High VelocityHurrlcone Zone 4 GA V STORM PANEL ft t, INSTALLATION ARE ONLY VALID FOR MAX. A.S,D-. ? "q''. STATE OF l:At+F r 2 GE GALVANIZED STEEL DRAW,. DESIGN PRESSURE RATINGS (p,s.T) AND PANEL F(QR _ C 1C {}Bl1L PROTECTION PRODUCTS, TLC. FDA /77 LENGTHS AS PER ELEVATION ON SHEET 12 r"'++ S/QNAt£C�' rizllr 2, FOR NM WOOD FRAME CONSTRUCTION' WOOD r ,s`-;.,.F.. aT�sTr a Ek.Nmcw PAkYtSTREET /tr '°e`` 20-175 MEMBERS 10 BE SOUTHERN PINE No 2. W/ SPECIFIC: HtAMHHIHIHI+ 4 -,nl o' m� ,a'+'Ia ocuc s5+ 1`>ro"'ie'' ; Td6i-rx xAx:(ml.}sW-.6T67 OENSTSY OF 0.'a5 0R EQUAL, E,Maam7,e wx" ---- .6e w DruWln2 w. : PE. WAVSIGNA%W,/DA1£ wAim A. Mal 0.i Pb t do ,an , LSRE4 IB Or le -4--A N N C— � _ C10 � i--i U N O CL 0 mo L- a .� co U � � 0- � = V OL � � Fn C � = m O O = CQ LL.� I - 0 �•�:I� �V > ._ Cn N i O ^, W O L- C� 1— �7+� mJ SZ � . � � /� V J 4 z w J � 2 CNJ "a d •p � LLA N CD '-.�= - = C� �` Cm P,r C Q Cvi m- Y= Ire CN �J i11 63 - �(34 b Sr- O -= C .• 4J �. � � ema ttl t3A �^ I,A C3 ra"3 ARt YYF -., .- = E 'Q' 4_t _>,:. Cn-ii.-, L. (1) W -6--a U) 0 C/) 0L (1) L- a- 0 a) ■ _ U) W w Q Z Z Q J L1 SHEET NO. SH 1.4 EZi/18, EZ1W/I8 ANCHORS - -----------(SEE SECTION EZi & ALTERNATIVE EZtw ON SHEET SB)--- --- ----- t Mr...-,., (Si.., (SEE t' aCn. $ EETE 2) NO'{t�w� iv%NOTE 2) 1 3jj ALUMiNUN y,^� LAST FANEl.t„y Tit BE INSTALLED AT EACH O✓ENINC SHALT. ALWAYS Bfr12 a E O O I a A n o o C .-- r ( PROv,OED w REAR' 4sATd E Ta t'RCYLt1'A7'E Ihl57A4:fAT4Ota In INtr_'NOE'.J/ DL �TO BE INSTALLED FkOM INSipE Of aTiiUC?iiRE'. �4 1 f ,!�➢ - Mr, iPER _!1( NEj-_T_; T - -t _.-Y <,. T. •__. -"i _.... N.r-...- F_r _.. T Sbx 1 J i r ( I I OE L ) 7LE1t lT) QE FR S aO O, E Z kNG STORM PANEL 5 STEM PANE!, 1 1 (INTERIOR PANEL) (INTERIOR PANEL) i (INTERIOR PANE;,. f i (Flip PANCIJ i MAX. ..ON515TING OF PArdE1. +Cant. TRACKS TOP 6 50',TOM. SEE NOTES 2, 31 4 SET NOTES 21 5: 4 ff ( ± 1 { , (2) 'END PANELS SHALL. ALWAYS BE CONFICCiE0 TO BOTTOM TRACK f , i. OTHERWLSE A STOP �,j4' Stt?i.l BE 1<F1�5Vf0ED .AT TOP Of' SUCH AN,LI, Cnr PANELS. 40-0 A:aJ (3) IF END PANELS ARE CONNECTED TO OOROM TRACT, CONNECr10N i .I, t '�. SHALL CONSIST OF 1/e"o-20A514" M.S. W/ 7/B'0.3/37" WING OCL*ED PMIELS W/ 1/--20.1' ' NUT OR 1/4'8s3/i` M'in. THUMBSCREW tN'TO TAPPED BOTTOM I'S S. BOLTS w a EA, rYVERLtF TRACK. LOCAr*N OF FASTENERS MAY BE AT EITHER OF ':WO ll I EXTERIOR I I I i c SECTORS A$ a ,%ABtf FLAT � I � i5_E 'lA vVJGES OF END PANEL. J.) .).- I I I t �_� �. .I i ,., .� :._.� I ' . �. L j -.� °.. ) SOIL 4) IN CASE THAT END . -. , or _ PANELS ARE NOT CONNECTED TO BOTTOM _.-• - -_... I {` , -..._ ..a„7 �.-T-m, .� MA% ?RAG"k Le, A STOF BFR 45 ONLY USED AT TOP) At LtAS's TWO .jj..�._ _jT_ t : PANELS(ShALL RE CONNECTED T6 BOTTOM TRACK USING SPECS _)_..._.4_...�q.,T i i i+-1--4 - 4-4! T'"r'.-T..1�ot !4 � t-'"')"i`� iNgDATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF :J 1 t_ L J -.I2: L..1._.i 1 LL J.._I L L J-J-.l •i1...L. J I-L _.1....1. i _ t PANELS 'i0 tk'JTT'OM TRACK MAY OCCUR R'r ANY PANEL 10C1+TION. zi o n t a - P _q Ltq •, NOTE 4_ 3" tra. �.,....M FIE1' wn.-. f INSTALLATIONS ONLY VALID FOR WIND `T- A NOTE SPEED UP TO i70 R:.P.rr. ANCHORS ... -(SEE SECTION Ell & ALTERNATIVE" E21W ON SHEET is)- - - ---- E2t/18, EZt W/18 � Y ^y IYPICAL 1 i �^ Y ®g s SS P ) SYSTEM (ti r , SCALE: 3/,12'=I` \, a ea?'tiAtt OVERLAP R N1rAi VALL{Y) i{f'' 1J4" MAX CAP SECTION A -A TS}TtittlV . SCALE' 3,/32--l' +rv'V TG .7iCCiNFRJjrIp^AI N",,1, EN "• ;'?! fr.. FLORIDA BUILDING CODE Non High Velocity Hurricane ZDne) ' O. 44167 '•sxzo rF.mu 24 GAGE GALVANIZED SIEEL STORM PANEL --'-�-S7ATE0 �/ tif� 1! f. �i rocGLOBAL PROTECTION PRODUCTS? , LLC.Ttt;.1T _-,s`a.FAmI A:,_� "i°� PI.aNL: taa+ia45-»+5. rA'c tsa;gey_arsT 29-175 ' A. 01" rFt',s /� ••, - :Wtl fes..gM16]i9 naaerw sa, aRAW4ip Mz: r+l+Nulaalt iVALTiM A RLur a4t17E wa,z-':r '� � snctr tr as sE ENGI.tN'EE lf\JI:G ENt3INEERING EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 t catlon Nun r. _. ti d2e APP T80S,1 R2 Project Number, 031 43 EX ) d 2 5 Product Manufacturer, AN American Shutters and Glass Manufacturer Address1540 Donna Road West Palm Beach, FL 3UO9 Product Name 6 Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in a=rdance With the requirements of the Florida Department of Business and Professional Regulation (FWdda Building Commission) Rule Chapter SIG20.3.D05, F.A.C„ forstatewide acceptance perMethod 1(d). The product noted above has been tasted anditoreveluafed as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code. fie-evalustion of this product Mall be required following portinent Florida Building Code modifications or revisions. Substantiating Data. A PROD ICTEVALUATfON DOCUMENTS EX drawing #2031543 titied'24ge Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)', Sheets 1-5. prepared try Engineering Express, signed & sealed by Frank Bernardo, P.E. a an integral part of this Evatuatfon Report TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 207 test standards per test report(s) 4`BT-Asa-17-001 by Slac'kwater Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 test standards per lost reports) T-ASG 17-001 by Blackwatet Testing. Inc. a STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative andrar rational analysis to qualify the following design criteria: I_ Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 1211 AVENUE SUITE 106, DEE RFIELO BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ E NGLNEERTNG Ex P RESs. Cam ENGYNEERIN.GEXPRESS.COM Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Stornl Panels No 334E increase in allowable stress has been used in the design of this product. Separation from glazing is not required for Installations outside of wind zone 4 and essenflal facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed lost ra orts . and is accounted for In the engineering design of this product, Wind toad Resistance This product has been designed to insist wind loads as indicated in the spah schedula(s) on the respective Product Evaluation Document (le, engineering drawing). Installat for This product ;shall be Installed in strict compliance with Its respective Product Evaluefirin Document ife. engineering drawing), along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product #a in sInd accordance with tire respective Product Evaluation Document Leer engineering drawing) as noted herein. All supporting host structures shall be designed to rosast all superimposed loads and shall be of a material %lad in this product's respective anchor schedule. Host structure conditions which are not accounted for in this pradud's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion contamination. and W Ii tiY P 9 other such damage at SO times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HUI Respeclfi lly, Frank Bennarda, PE ENGINEERING EXPRESSK #PF004654i) I Cent Audi 9885 160 SW 121" AVENU-c. .SUITE 106, DEERFIELD BEACH, FLORIDA 33442 ('954) 354-0660 1(866) 396-9999 TEAM@ENGmEERLNGE%PREsS..COIN ENGINEEALNGEXPil E5S,COM -A AI4b6, l+r s-x as nrga'inn - C r 'C`J- Ff.T1; N V • "YT£ .L. V, -.: _ � �5., Fir N T ti i +o 1-_ t I.TjAI 1 N u o - I r K k. wBr Y r' Ii r 7 1,j .a- rtA LJJr9 - r><HrT:rr dw 6 n A' to m z LL <a - L tY-Y M I 'w j; - $.t To w N I" -NY 1 `ei cI x £ z:; w 11f .I.-. w DES•,<nc- .. r I Ir ,�', `• SP •TIT -- _ 1 I . 5 •(Gf�j _ J n< _ � T N IF '• u... i.aDO" " Nu "rN ,Ird"r, O _ f t- At _RRAT-1:UiLDDUr NOUNTllIGE%TRUSIONO :[ '+:'_:L L EA PJNN IYI2 �44a cP ' �/ to JC- [I+I::: :ITt�k9"3n-� I�• fFl. G[ILINGrIL00R MOUNT SCCTION Lu x� r-"r'rryLillli.11li nllllrvl4-L rllfll I r� , - ,yyL AI''1�i N'� .J'.: Uktl U .M1HI ._ LL r 4: )I'T64IL:1C_r2 A ItH rP nITT. ,4firF l�4TYPC S � ,-. � F. •, (Ib;:N OY, rtei.J: eF .1 `IV,L, VIi ,: LI Y '-al(P G yj. LL. OUFlT9 C SON . F^ _ > o :y rJF..P t/I •„'- I n a:n : Ipr Ir«L' a H YT I Ni_ cL_ e c N Pr m �-y v •�{ �- - iF':ce:_'V C I'rI- --x ws'. ,r•III I�t '_E � `] 1rY�.� N to rn r.TtnN �t >12 J:p v PL MAY VARY- WI:HC N3` W t C 'rill vt ,v �L j N n aL K;.Yx O A� u ues it I :iJ ;L-3-JE' :TIC•,... r 8� trrl Ir r_Y.•Y CUSI r yy )•; t.'a r•. L '.'.k-'I.rl r_:I.. 1 S.t C -=41.1 yp�lg�y iiifff _ a LIVE _ rF Qe 1 i A B-J(CRJN^ ICE r Jt , ! � T F �14giN+E. tIaD a.e:A.l„r.Lr ' °F�+Irr 5"rP_; 20-31543_ - 1^ ":,m, PABEOOCRSPIIYN: CLOSURE 'ESrS+ _11r+frjN.1`' F .�, fC ]P1IDN4LTORIEDTiDM "rULI O=rAIL _ ��E ,r-j 'r IIYR,kIi,IRH.I MON.o sH.l Intl r\-..:�J\ INSTALLATION _ HANG STORM PANEL INTQ POURED CONCRETE,WQOD STRUCTURES - r ES'iiP7G POt1RE0 Ili 1 4°e TAISCON CONCRETE SLOCK -" i77, ANCHOR O Ti` ✓ fy REQUIRED L TA0 1 HEX Illf .: S T �r __.,_,_._...�r4tCT" HEX HEAR It$( WOOD HFIJ'1FF, t 1 i "� } A;NbNOR f2 40. EEf,i/4" F"Rt3M RE41TIfR I� y�REW a ANCHOR I 7 '. I . _ ,.�.�, `«t £4GE OF t(� DGE (b,� 'jam tIf jri j{ f ;pit •-� ' i^{C71 - '�• s 1 >. <I t tit tI _ rcATs - eJ4'e-Iat' w 6s i fiA'sW IWill II""SENA T.CN. I 9/i64 SEPAPAT*4 I B' /1a-A Ex15T1HG it TO Gid'S5, I E%1Yfli-' GLA55-'7t ± .J'i �P GE,ASS N tXi GSABS- i j iTFNLN POP a 0 S._ y l ss. sa13S M t p I LEA:X' Ilia -__ _ 1 MAIL RG ....+_ - -`. ....._ .... {-._ _-.._... ... __.... _ PANEL # -LENGTH * - .. -i i 5,& 00.EW a LENKTH PAN0. AT G} ti rl-•5E7ArNQ7OFi- j U f` Win. 1 .__. f'p-4Or,2" .' SEPARATION `.. I '{fIUMBSCREW 50R 'R Tit GLA*S5. OF 'L' � f fil'YA y Re2" OE ': THUMBSCREW I 1 EL_._7 to .._ N . ' • P • J r4"M TAPOPN ANDROS -A`.✓;s,r. it, D T2` O.C. TA114£%tSriNG POURO '_ i 2"x4' WOOD JNKtiOa O 12O C CONCRETE OR ' `T-L `i " -WE ANCHOR +f :. CONCRETE BLOCK ,!_ REQUIRED - REWIRED, WALL 1rIOUNTINQ WALL MQUMTWG SECTION EZI d1IE$N&M FZ1W SCALE 3/8=i' SCALE 3/8-1" }f1tF1{MA nyl lNrt/t 25 tY TI(( Al)1f�# FLORIDA BUILDING CODE Non 4412h Velocity Hurricane Zone) MIN. PANEL LENOTk Z i 0. 441 A.. - 2tk'i». INC, 24 BASE GALVANIZED STEEL STORM PANEL r.F. VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-8" 1E• cPASM aY. i INSTALLATION ARE ONLY ..Ms PRUSURE RATING +/- 40.0 p.s+. AND 6'-O" MAX Y� STATE 0 i ire p� GLOBAL PROTECTION PRODUCTS, LLC. • _ !L I�'Ar yr EN[. a� PANEL LENGTH. � �--• ' �.- 2. FOR NEW wooD FRAME cossTRLcrDN: WOOD .• LORt9 ., rK, Y m c cDN[A r +Slid AN. S, 411�fT �' H" U3t4 MEMBERS TO BE SOUTHERN PINE ND 2, W/ SPECIFIC �.yi �ta)�'.. `--�W �t 9t 3Vi ' " J6' n '11i1 20- t 95 la'v+ . ttoAr 4"F++£Y Ym , IJmI eN_,xff Fe+Qd€: rM4IyWS-'Na• FAX if 54)0 9-41W DENSITY OF 0.55 OR EQUAL UA3tDAT{ f 4rER A TJLxn 41. iL s till eP•M2 N + ww ,o ar TA IN ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP OPTIONAL J 20- CH. I30LTG WITH WASNERED WINCNUTS FASTENED M OVERLAPS 0 MI'DSPAN (USE N APPROPRIATE SPAN TABLE) MO � O PLAN VIEW TOP MOUNT (CONN'TYPE R5 Rf(2'D) (9i BOTTOM OUNT JCONNB� AS RE TYPE O �z? SDI JfH%a� - TOP MOUNT 7b, ,Y L) FGONN TYPE ASR-'D BOTTOM MOUNT ({ONN Lmax (SPAN BELOW TYPE AS ROOD) OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED. OPTIONALW-20 Ell BOLTS WITH WASHEREE 'ROV1bE0 THAT CtYNNECTiON5 AND ANOHORSARE 051 iliIGH S,ATI5F1 WINeNUTS FASTENED€ SPAN$ ABOVE ffi, BEIt}S'2 SSTRUCTION, OVERLAPS 01 MIDSPAN I A FROPRIATESPANTAU VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS - N,I S ELEVATION PANEL ALLOWABLE SPAN tit GLASS L A SEPARATION SCHEDULE: P VN S4 24 GAUGE PANELS ((( PoNHtMU4 STORM PANESEPARATION FROM o5. M i Z ?" W NP Z ONE4 i4 ESE TIAL FACILITIES){NV S N MAXIMUM DES*NLLOA li - SrAI.AINJN52FS6 IN EAN ALA i EPRFSSJRF 5PA -RAVE RRN 3OABOVECRROE ttAN3eA6OV£ en6 rr 3fi ra I 3u i. L o 30 35 IT trt i ell Gv6 rt iekt s all I3UDIn 1 �0611 2,5E 4T 45 134.0'In f B.96.u* 2,56aP• i +-U S 3 7 I 1 b.a In f eOsi .28E I in tJ.55 I{6.6r Elio -609 2�SfR _ 'Pfio 1 IL3 21n m 253. 59.a In s'2t- 1 - n - T7ri ...n 70 ! _ 36A in al2m _ _I 290 Nx I 274a SPAN NOT' SCHEDULE S: D E 1" ENTER PAN SCN O: -GALIVE DeRrIN LOAD &pANEl FASTENERSPACING TO DETERMINEMAXIMUM ALLOWABLE OR PA L SPANSCHEDULE, IS ACCEPTABLE FOP USE WITH ' PO5}'NVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. "PANEL FASTE•rER4- ARE STUDS USED IN CONJUNCTION wIT A LLMOUNTING - . EXTRUSIONS NS "i"•Ta rt SPUDDED ANGLE. ETC, USE S' O,C PANEL FASTENER SPACING TABLE VALVES FOR Ail'H.AND` ",HEADERS ftNCLUDtNCWILD OUT CONDITIONS) 3, iI1JEAR LNYE-itpCfLATYOIS a WEEN I OAD 15 E S A{€ERTABLEi .OTHERWISE USE NEx`T HK.HEA LOAD. E ENTER SPAN SCHEDULE W`I H POSITIVE DESIGN LOAD TO DETERMINE i MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO SE PROTECTED. Z SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY i INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEST HIGHER LOAD 3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACAFFES iN ASTM WIND MINES I THROUGH 3, THE GLOSS SEPARATION SCHEDULE IS NOT REQUIRED ANO NO MINIMUM' SEPARATION FROM 114E PROTECTED OPENING I5 REQUIRED, PA. 61 f 1lNiRCp9B81 MAXIMUM ALLOWABLE DESIGN PRESSURES:: irz 7LIv AS NOTED IN RESIGN DESIGN NOTES: scH�uLEs _ a POSITIVE AND f ALIVE DESIGN PRESSURES CALC4ILATE D 1ORU5EA NTNI$SVSTEM'SHALLIE DETERMINED PER SEPARATE ENGWE-ERING IN ApCCORDANCE WITH THE c n z t7 44// Try oo GO E NING.GODE PRESSURE•R U1KEN1ENT5 AS-. DETERMiNEO IfN. ACCORDANCE w 7H ASCE 7.AND CHAPI:ER 16 9 OF TFI i{tRfbA U G CODE LES A O EF B tLOtN SHALL@E.... STH..N : m ,r i :: .. - O L "'. ,::: w V�9 1'I E AL :::E f0 GTiTiVE SI OR U TOTFi p V OA F AN S RE CApAGCr. u N f Y ASSL) vVALUES 5iED BERET:: ASSEMBLY ASSHOwN. GENERAL NOTES; :OD ED IN A a �w ll 'gi PER. +TIC TE p UNN-THE POT49MLE' WHICH Q $ ulRm 1R Z � ON MAXIMUM TESTED MAY6E EIANGEDO FI[LD E MOUNTED DVERVERTICALLY tlR EIN SNALaE SMERDDSOTO ILL ALL CONORETEANCHORS PER 16. ALTERATIONS, AO➢TTIDJLS. DR OlMBR MAFKTRG TO THIS D UMENT ARE NOT PERM'TTEO AND INVALIDATE THIS CERTIFICATION. 17 DER EVERY 3 D FEET CONTAINA N6 ILIE FO�Ll-MV N-MFORIMATIO : (1) LABEL VISIT E1ALC ItN315d3 R3 FI'C dTl 3J 1. M.irF .1, `:r4 {$,r%i - �a 14i @IGIN�ia+DEJ(PPWSGOIAIBTORE FIXiJd: ITWIYt RANB.IPJaRTsaf�AlRGE3 T MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANEL.S) TOP MOUNT c a "ts N m oar or r as' 4 2 S- a < 2a" za to .U. -efer b" O.. " 23" as" 22" If b` T d" ZC ax5SIA tAAWO a1'' 2 „', a ..4° is' 3. 58 2V' 2iV 24" i t AW 3 i" ti" TE 33 P+s Te Ras R E8' 2 d" 24" 90" ". JX 2a" 4W da" 24" 2A' 4cr W. mG 26" 0 fi '3R` S"r" °.+Y' •. SI: 91' SS' O Stud eEWxAMowrti 22' 22" 22' 11" 2a" a0' TY" 25' 2i" � I ti" 11" i7R4tY Ma :Aa 2 4" 24" 24` ]D' ba• SV za" AS' Z- 48` SW S3` O HAeaer ff ff e' 29 -ai' 2S TZ' 2d' D" 2i' m `F' TIegN a4" T4- ad" NP ba" W 29" 46" F. 4B" Es" SWtl AA Si0 J 23" 2S` 31^ 30" 31" Ir" 3P 23"3' T1^ 33" L. T 4:.iI 2fi 2 2a` aa" - :as" t 57' '8F : 53' a4' 5B" 0 c maNs T nr pA -rm* AANCi L.erlu'rns.F.sz -kiAN nrpsE NislEo IN xAeLE 49Db; oar.' - - ++ND A10EPrABL. �. - NO9EFAFi ,D+aRDk? APA;<X. l5 RErAtfREtr wH£ry AANF} v£NC3+'" rS OP.EA.ER NAN MAr +PI: {,:UVgR ae*.ns vx J - n IRVIU L"TT Milt N r.DH6rNA INr nN'G A 3! C1fP11 1 1REr>F7iPAt6 i",4 N. ,rri-A&31!£. 'Al SITE fA=nLzY i.% x es € eu ours*'; cc�3 TM' 1 T 1 TS M , SHA A"` U6^p Wf &JA',CA+ '+Dierl^IdG CrJNpI IrNS Gu Rip tz.?:aRA i9N fAtl G A55 4 � CERG£r FE r _ , AE T:D&1 APM 6T4'�JY.}2a+iwrM GR WfHGR 5Rr.,.+A^-L'S1 AND 24Ea PANE45.A9aNr WI`I*­1. � m F +# 5.aANPEP 8 34 rrc�M-: 1 1iE.'.miICWLT iM r-0T"'tlfsgGwRF= AM1 4C GNEI 4r ?E. Q (rrallNG tv,FE9 L'FTAtL k „ vSNGAN1 MglpR1NG+.:JxOnTQN SkEJ4Yll IN THESE OPTIONAL INTERIOR FASTENING DETAIL \,V N.T_S. ill pp hi CS n ry ill��3 a �o F � �' .:�"'r FALLER lHa 'ALI.EG yNr W N %F�FtrwrPRIDA � O A0.UCplT PANEL LL1 O i a4-. 1`5.:. 510CWALP EDIT [,P WLriME £C%EY+ TNRu x' tr3A. rftLL.Y - wl IR+N4Ji4 WASnt•ME.^-WiNI'+NL1r' al Twza„e sure Q ru t-: gg iA n8 A T ACM E R!t wmNcasti 3r wl gp yp J9 r Bi s � wiaaMr � tU?' c,c. tC`aNNEf rS S3raaM MOUNT r e +Au6IaNroAPM£4lrt ti CL`�L Bpe° G� et I .9 pi F�e t sANIaI k L'lTbea M+IVNt A G " FC•:+NN i'IPE S _ fill 9El MT A} OPTIONAL EGRESS PANEL DETAIL INT132ICIR FASTENING I -1.99V" 275b" _T. y' DA94F I i-V.060" 1/u as sluUx �'x'e M„ 3.250" 4 U,i144"I .D94" 1 D.19i" a .E �625 •. T nry to R 125" y oD,xJa' g T - TYR v$ iscA ,�$' A' 120" ;v In TYP w ,y1 rc; Q "•'0,3 %014;---r-�"t�l � t4 06 S2S O ti Y r - O:rA 0. O: 2 �. � E 2 000 1- t 7 6i" Y x 7 2.GOD r d,4s-,",I PANatrsuRE s a� 4 w� iz1,•: "F@ Eft rF.l aWLPWUT'U"HEADER 'H c� 'cy10 a I 3.380' MAX. .3i ", 0.313" 0 1 • n." rg.H'Ed 1.5L 1.S6t7"!- �lL,5d0" 1.510. O,B65". tS.i76" D q . 33 R " $ GG 09 ]6 P, 8-�° �` I g7[:556"' ggZ g352 D.350" 41 0,655" 0.655 L.bP7" - fl,179" 9.19 " v.196" j-� 3 �J .83E°..in 1 .500°. ELCOVERAGE f1 2 PAN ]- b _ S". 0:524" 0.250� OASD" 4 p aoj ` 14.875° PANEL LEI'iGT11- u, - a �� ' I 2A G F _ IIIRECTioy -iF OA40° V.p90" -� NAr BE T 0.065 0 710 Ty Ira. T.9" � bQ:� v.v9V"+� Ht 1 O.ZYS P• 0;940' ti,457 .a101111L-our •i^ iRACx .,� F^ Tpp�� •F' _ IRA" ,• w 6D 'MNCNLIT ' V � �' Y q E -. StiER -ry 4 1L"1 tl L9v -il P[555" Q�IIIr9Irl.11:Irv_. _L l'LYI �I-S.DDD°�d.?Z$' �1 AYtltl r�u a., t1i 4 vt.•:: 4 n 0 'tY Ra/]ERSEp II�L 44-'-* w 0zl =,lw n f:LL 'F" ANffiE - TeTACK. IE7f'IEHDED )' 4 4 MRK A CDRIIERCLOSURE DETAK f SW P.1B6"J v 25"MA"N MAX. Lu BUILDOUTnr rr "":Arc tit ,rr 1L I wo:.nlurx r+ DtsrancE T Fn' 1 I,rnnla -In 'wnl I MD W , t nr r nrn r'rr 1,DOD° Q . It. £.f•++.I1: �•• -;. e(.1 ".r J 1., i fi;. EMBED "W r 1.ODR" r. ,5 y OVERLAP 3,azor EL, :a r-, MAX l, s olio-t,m mmtw LIuti lilt urinlr. ,..4r.H A A :ram 2.,rMAk: R Ts, ,1sofYl . E B IL MIN e@ MIN' - L,✓J J 1 J, « _ �6 cG R MAX.. MI -'- N :'Sh31 ^ CORPIER d.O_eURE15EFAiL -v"_M ,". f W I 99 E +✓ :asp n TLWPMWMCIASPRE DIIAIL.. f1-�lt ':T it pyWi� 'LJ HT9. �A A R�C2a ANCHOR SPACING' SCHEDULE; 24 GAUGE PANEIS, PANEL FASTENERS N 12.5" O'.C. I I •• I ' Fes® E� • ' N� ��®RTASiI�LSJlIRS'!i®tl�� EEa�r //�Ig1�����N�,��,•pI�� ®f��iY�l'E�IFx�I®EWE �®���!pV��PEE�p�l�.y�11�® MMMENPSIraMh . . m R I .o t. _- IESOS.ld MIRISIM0MINIMM 6J♦ISFAI � Ilr IMMMEMEMM "111 0 f 1 N gg a M e,// E WINM 01 2 4"EDGE D 1STANCE ( O -n J "' 1 r Ms: liFSlen AN011Wt PRES9URf TYPE. , FHF S I N fa., II• 9D IP 1[1rr•11^ i is M. )N IPl III!,. 11• 1 I 00NN TYPE cl. t2 [3 C4 GONN TYPE LY C2 .C3 G 4 an TYPE CY C1. cz 4 . Yt-0"eT'EMBED 33 wr kcirw: 4z 4a H�NAIW'trWY Z 6 ]2 L: 2 s 16 Y "3OO' O 60 zt.S 166 16 O 5" ) I25 15.fl fi7•' x 1 z-s 1 16 a" fi 0 s 7r 2 r' 1I Isa ISM'.6I!,1E D 34 s E ❑"- 12: 5' I D 7 5 z s 1e0 147 72 S' I2 C 1Z5 ISO' 16O ISO' 18.D 14 G9" 6D" TZ 125'16 ILL D 154 1 � . -07 En' n 147 eD" 129" 125• tEl1"1 7 6➢" 4 1B.D 14160" n 0 .-r 1 4" EI BLL 33 E'AIOOSC ItEW 4i 4D 52 72 12.5 Ib.O' 160 1➢1 12.5'?7 D 121 D" 1 25' 16,V']00 62" 12S' 60 1 1°' 1 4, al S2.S' 1 r 9 .6" 7 5 12, S' 1 b:e' 97 56' 1Ls L2.5' 12,5' 150' 1LO' SIi O' 11:1" 16 O' 9.6" ], P 6.4"' 5 6 " 125"25O 12-i' 12,9 Y6➢ 3.6,0 95.6" 9-6' S.E" 9 6" 6.6" 12V 125' 12,91 16.9 6 Sb:O 16-.0- 916" S 6" 0 35 P RLF TAD '£FAG' 41 40 52 r2 12:5' Itsul 16,0"' 32.5 160 li 5" r5cm 125` 16;0 1G.a" WRA t 2:S 15C 13 ' 3' 125' 1 6.4 A 2" 12 i' 16 .P 9z'', 12.5' Le:O 1L4" 125'. ].60 a,L".: 1251 161a' 9.1' L2.S IKO' 10.5" 1a0 -91" 12,z": 125' Ia -:p• 16.0 9 1 R11': 2 , i 5 Y25' """ 9.1".. 'IT 4Y ' ' U't 8":EMBED 7f1. 33 HIH 'ItR'S1" 4. All ru I H 8 SUSMaIG be ... tl'tlNalY It1. L2;5' i5@ &6" 73"_S2.S'16 EO 5,1." uS' 3dS', 12.5' 16.D D" T, S4" 12.5" 12.5 48" 4.1' D2 " 5FItrOD " a.i' t2,S 15,4' S.9" 5❑ 6:25"YL.3" 4.7' d.0" 6,25" 7'4.p"-s" gfl A 5. " 1:2 S 4 • 6Zv, 1Z 1 4 7' + D" ?i" o.2i' Y4,D" 4 4 4 a .3 p ANCHOR NOTES: 1, ANCHOR SCHEDULE APPLIES TO PR-ODUCTS CERTIFIED HEREIN,'BUT ONLY PROVIDES ES MAkIMUMALlGW BLEAN:HO SPACl 6 MAXI MUM ALLOWABLE SPANS, AND PRESSPRE55Q RES INDICATED CATED SHALL Y. 7 SfEN$GRANULER SCHEDULE 2, ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPA{tNG, TINE EXISTING STRUGTUr{E MATERIAL,a ANCHOR TYPE. SELECT DE52GN LOAD GREATER THAN ORE UALTO EGA7IVE DESIGN N _ 4 LEAD ON SHLITTERAND SELECT SPAN GREd E0.THAN E LTO SHUTTERSPANS CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (BEE MOUNTING DETAILS ON SHEE(2 FOR PASTE FIIIS" ARE S1 CS USED SION ON] 3. 'PAWL PASTENE(15"ORE STUDSUSEDTNCON] Cr10N - MOUNTINCrMUSIONS STIR ALL RACY STUDDED ANGLE ETL. USE 6.25"O.0 PANEL FASTENr3LSPACYNG TABLE VALUES FOR C V ES - ) r ALL Ili"-AND°U°-HE DELLS INCLUDING 6UTL000'r ANo ONS R A d. ANC OR5 SHALL BE IN5TA EDxw AOCDROANCE it AI4UFACTn €RS' R MME'DA: DNS H LL WITH M R ECO N TI 5 HOLLOW BLOCK HOST $TRUCTURESMALL CONFORMTOA44BLOCK, 51 MINIMUM EMBEDMENT ASNOTED IN ANChHEDULE. i MINIMUM EMBEDMENT SHALLBE cuSTANCE ERCILUDESSTLKC3, FOAM BRICK AND OTHER WALL - 1 FINISHES. WALL FrNiSH ES SHALL fiE LIMITED TD L/4" MAY,�Y3R SHALL BE VERIFIED BY OTHERS 1O A�4UAt ELY TRANSFER LOADS TO hOST STRUCTURE 91 CONCRETE ANCHORS NOTE HEREIN SHALL BE EMBEDDED i0UN-CRACFCONCRE TE L9WHERE XSIIG STtl1CTURE 35 WOOD FRahRNCy E)ISTI NG CONDITIONS MAY VARY FLED VERIFY THAT FASTENERS ARE INTOADEQUOTE WOW FRAMI.NG MEMBERS, NOT PLYWOOD, Fri51?lG THIS PAN EDGE G=O.! U FOR USE WITH THE ANCHOR Bl'HEDVLE5 LISTED. EN CL) a) C_ U) -0_ N U N N O Q O .� co U - a tea 6 O Co ^� Fn = C N O LL w .� VJ ^' W E O E�O 0 }A " CL i Co^ ^5 Q Z Z W J r L''IJ G { Im w o g� IE cm L)i '- h CM CO _J t7o iC rS... 04 r cu OA Cz a1 m cx C E R � Cd U) W C_ A U)) v I O L irl (D U O L O U W ''^^ W WW C Z Z Q J a_ SHEET N0, SH 1.5